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Plans BU P2015 - 00361 BU P2015 - 00362 BU P2015 - 00363 BU P2015 - 00364 BU P2015 - 00365 BU P2015 - 00366 BU P2015 - 00367 BU P2015 - 00368 BU P2015 - 00369 BU P2015 - 00370 BU P2015 - 0037 1 ABBREVIATIONS & AND E EAST IBC INTERNATIONAL BUILDING CODE PERF PERFORATED # NUMBER EA EACH ID INSIDE DIAMETER PERP PERPENDICULAR T TILE TIGARD APARTMENTS Lill TS AB ANCHOR BOLT EB EXPANSION BOLT IN INCHES PL PLATE T TREAD ACOUST ACOUSTICAL EF EXHAUST FAN INCAN INCANDESCENT PL PROPERTY LINE TB TOWEL BAR ACP ACOUSTICAL CEILING PANEL EIFS EXTERIOR INSULATED FINISH SYSTEM INCL INCLUDE(D)(!NG) PLAM PLASTIC LAMINATE T&B TOP&BOTTOM ARCH I T E C T S ACT ACOUSTICAL CEILING TILE EJ EXPANSION JOINT INFO INFORMATION PLAS PLASTER TC TRANSPARENT FINISH-CLEAR AD AREA DRAIN EL ELEVATION(TOPOGRAPHICAL) INT INTERIOR PWD PLYWOOD TER TERRAZZO 720 NW Davis 511221.7121 ADDM ADDENDUM ELEC ELECTRIC(AL) INV INVERT PR PAIR TEL TELEPHONE N Suite 300 5032212077 ADJ ADJUSTABLE ELTR ELEVATION(DRAWING) INS INSULATE(D)(ION) PREFAB PRFFARRIC:ATM TGIIAP TEMPERED ' D AES ARCHITECTURAL EXPOSED STEEL ELEV ELEVATOR PREFIN P Pottland OR 97209 WWW. ttieCt&,CflrtT AF ACCESS FLOORING EM ENTRANCE MAT JAN JANITOR P5F P AFF ABOVE FINISH FLOOR ENOL ENCLOSURE PSI P y g AHU AIR HANDLING UNIT EP ELECTRICAL PANEL JTT JOINT PT P 17 ,/ s Bt AIB AIR INFILTRATION BARRIER EQ EQUAL PT CONC P ALT ALTERNATE EQUIP EQUIPMENT KD ! !WN EWEYE WASH ALUMINUMKD :: :: 1346: h: :: BEACH WAYKIT IWR PANOD WATER COOLER PVC F 1337SW Sc PERMIT SET DECEMBER 11 ' 2015 DANIEL PURGIEL APPROX APPROXIMATE EXH EXHAUST KP KICK PLATE P P PLC P � � ''-i ARCH ARCHITECT(URAL) EXIST EXISTING AUTO AUTOMATIC EXP EXPOSED KS KNEE SPACE PSL F Building#3 13295 SW Sch+ is Fe, BUP2015-00363 • • EXT EXTERIOR PORTLAND,OREGON AUX AUXILIARY LAB LABORATORY Building#4 13205 SW Schol . F •rr RUP2015 00364 N AVG AVERAGE EXP AGG EXPOSED AGGREGATE LAM LAMINATE(D) QT C y BIJILDING I AWB AIR/WATER RESISTANT BARRIER LAY LAVATORY8 OF etX& AWP ACOUSTICAL WALL PANEL FA FIRE ALARM R F Building#5 13145 SW Scholls erry BUP2015 00365 VJ AWT ACOUSTICAL WALL TREATMENT FAC FACTORY LB POUND RA F FAF FACTORY APPLIED FINISH L EfT RB F Building#6 13351 SW Scholl. '-rry BUP2015-00366 LWF LAMINATMINATE WOOD FLOORING (#DENOTES TYPE) PR p • BP BUILDING PAPER FCP FIRE COMMAND POST LH LEFT RANI) RC F JECT DIRECTORY BB BULLETIN BOARD FD FLOOR DRAIN RCP F Building#7 13215 5W Scho s F:rry BUP2015-00367 LHR LEFT HAND REVERSE BD BOARD FDC FIRE DEPARTMENT CONNECTION RD F LINO LINOLEUM DEVELOPER/ KELLER HOLLAND TIGARD INVESTORS, LLC CONTRACTOR HOLLAND CONSTRUCTION, INC John Hendry BRK BRICK FDN FOUNDATION RDO F Building#8 13435 SW Schr,lis Fe ry BUP2015-00368 FE FIRE EXTINGUISHER LIN LINEAR REF F OWNER ATTN: BRENNER DANIELS 1111 main Street, Suite 700 holland artner rou CONSULTANT: hend I BL BLINDS L LENGTH � rY@ p g p'com BLDG BUILDING FEC FIRE EXTINGUISHER CABINET L LIGHT REFR F Building#9 13327 SW Sc oils Fer I BUP2015-00369 1111 Main Street, Suite 500 Vancouver,WA 98660 BLKG BLOCKING FF FINISH FLOOR LL LIVE LOAD REINF F Vancouver,WA 98660 Ph(360)694-7888 Y BM BEAM FG FINISH GRADE REQD F Building#10 13225 SW bolls Ferr BUP2015-00370 Cell(503)519-7592 RECEIVED BM BENCHMARK FH FIRE HYDRANT LLV LONG LEG VERTICAL REV F Direct(360)597-2036 LR LIVING ROOM FHC FIRE HOSE CABINET RH F BOC BOTTOM OF CONCRETE LSS LIFE SAFETY SYSTEMS Community 13285 SW Scholls Ferry BUP2015-00371 SENIOR PLANS CITY OF TIGARD Dan Nelson DEC 3 0 2015 BOD BOTTOM OF DECKING) FIN FINISH(ED) RHR F ARCHITECT LRS Architects, Inc. LSL LAMINATED STRAND LUMBER RM F 1121 SW Salmon St, Suite 100 Dan Pur lel d ur lel Irsarch.com EXAMINER 13125 Sw Hall Blvd dann@tigard-or.gov FIXT FIXTURE BOF BOTTOM OF FRAMING Building g p g @ Tigard,OR 97223 CITY OF TIGARD BOS BOTTOM OF STEEL FLG FLASHING RO F Portland, OR 97205 Dean Masukawa dmasulcawa@Irsarch.eom g BOT BOTTOM FLR FLOORING) MAIL MATERIAL RT F (503)221-1121 Direct: (503)718-2436 BUILDING D(VIOI` BR BEDROOM FLOR FLUORESCENT MAX MAXIMUM MB MACHINE BOLT RWL F Fax(503)221-2077 ! BTWN BETWEEN FMF FLEXIBLE MEMBRANE FLASHING RF F BUILDING OFFICIAL CITY OF TIGARD Mark VanDomelen Qg �i�.r MB MARKER BOARD FO FACE OF RS F 13125 Sw Hall Blvd markv tI ard or. ov CITY BUR BUILT-UP ROOFING MBH MOP&BROOM HOLDER CIVIL CARDNO kevin Russell, PE @ g g - FOC FACE OF CONCRETE Tigard, OR 97223 REVIEWED 70;_____ FOF FACE OF FINISH MDH MAGNETIC DOOR HOLDER 5415 SW Westgate Drive Suite 100 kevin,russell@cardno.com Direct: 503 718 2448 CAB CABINET MDO MEDIUM DENSITY OVERLAY S Portland, Oregon 97221 ( ) + ppih• CB CATCH BASIN FOHC FREE OF HEART CENTERS STB c MECH MECHANICALPERMIT CITY OF TIGARD Albert Shields I CEM CEMENT FOM FACE OF MASONRY MEMS MEMBRANE SC Direct(503)419-2635 OTCs CF CUBIC FEET FOS FACE OF STUD MEZZ MEZZANINE SCD c Fax(503)419-2600 COORDINATOR 13125 Sw Hall Blvd albeit@tigard-or.gov Permit Oa � • •.>L CFLG COUNTERFLASHING FOSH FACE OF SHEATHING SCHED = CG CORNER GUARD MFR MANUFACTURER SD Tigard,OR 97223 Address: � � f� FOW FACE OF WALL CH COAT HOOK MH MANHOLEDirect: (503)718-2426 FPL FIREPLACE SDF STRUCTURAL MIN MINIMUM ..."..raelich Consulting Engineers, Inc Dean Azimi, PE. dazimi@froeligh-engineers.com Suite#i FR FIRE RATED CIP CAST IN PLACE MIR MIRROR S/HD 6969 SW Hampton Street Rod Hammerberg rhammerberg@froeligh-engineers.com ENVELOPE MORRISON HERSHFIELD Jeff Forell $ CJ CONSTRUCTION JOINT FRP FIBERGLASS REINFORCED PANEL r Dates aL... f MMISCELLANEOUS (A5)SEAL G Portland, Oregon 97223 5100 SW Macadam Ave, suite 500 jforell@MarrisanHershfield.com • r* CL CENTERLINE FRPT FIRE-RETARDANT PRESSURE TREATED MOO MASONRY OPENING (C0)SEAL {' g� CLG CEILING FRT FIRE-RETARDANT TREATED SECT (503)624 7005 Portland Or 97239 P MP METAL PANEL Fax(503)624-9770 Ph(503)595-9128 CMU CONCRETE MASONRY UNIT FSD FIRE/SMOKE DAMPER MS METAL STUD SF ` CO CLEANOUT FT FEET IFOOT SHR COL COLUMN FTG FOOTING MTD MOUNTED DRAWING INDEX CONC CONCRETE FUR FURRING/FURRED MTL METAL SHT ` I CONN CONNECTION FWP FABRIC WALL PANEL MULL MULLION SHTG ---------_-__.-- .- - . 1 CONST CONSTRUCTION MWP METAL WALL PANELING) SMF c cc CONT CONTINUOUS GCMU GLAZED CONCRETE MASONRY UNIT SND ` COORD COORDINATE GL BK GLASS BLOCK N NORTH SNR 1-- I N/A NOT APPLICABLELIJ CORK CORRIDOR GA GAUGE or GAGE SPEC ! 0 co D w co LL1 CPT CARPET GALV GALVANIZED NC NURSE CALL : o co 1- 1_ rn 1_ ct CJ CONSTRUCTION JOINT GB GRAB BAR NF NO FINISH SPKLR E in r� 2 0 CSK COUNTERSUNK GFRC GLASS FIBERGLASS REINFORCED CONCRETE NIC NOT IN CONTRACT SQ e CTR CENTER N0. NUMBER SS ,�, in N Ln GFRC GLASS FIBER REINFORCED GYPSUM NOM NOMINAL SST CW COLD WATER GL GLASS r r - r CY CUBIC YARDS NTS NOT TO SCALE ST S o SECT NUMBER 215079 CLAM GLUE LAMINATED SFT SHEET TITLE a 0) [7,1- a SHEET TITLE u� iq NEPA NATIONAL FIRE PROTECTION ASSOCIATION CMP COMPOSITE METAL PANELS GRG GARAGE STD sCS COVER SHEET 0 • • A406 APARTMENT AND GARAGE DETAILS 0 0 0 r CS CONCRETE SEALER GYP GYPSUM0/ OVER STF-W E Tigard Apartments GYP PLAS GYPSUM PLASTER OC ON CENTER(S) STF-KD = Ai ARCHITECTURAL INFORMATION 0 0 0 A407 APARTMENT AND GARAGE DETAILS 0 0 0 g D DEPTH OD OUTSIDE DIAMETER STL A408 WALL PENETRATION DETAILS _ 0 0 0 DF DRINKING FOUNTAIN H HIGH STOR - — - DIA DIAMETER HB HOSE BIBB OFCI OWNER FURNISHED,CONTRACTOR INSTALLED STRUCT ARCHITECTURAL DIAL DIAGONAL HC HOLLOW CORE(MATERIAL) OFOI OWNER FURNISHED, OWNER INSTALLED HDR HEADER OH OVERHEAD SUSP SUSr� A001 CODE ANALYSIS A501 BUILDING SECTIONS • 135thand Ferry, DIM DIMENSION - — — — _ __ OR DS DOWNSPOUT HDWR HARDWARE OPNG OPENING SV I ' DTL DETAIL HDWD HARDWOOD OPP OPPOSITE A002 CODE ANALYSIS 0 0 0 A502 WALL SECTIONS 0 0 O9 Tigard, OW DISHWASHER HM HOLLOW METAL OSSC OREGON(STATE)STRUCTURAL SPECIALTY CODE A003 CODE ANALYSIS 0 0 0 A503 WALL SECTIONS 0 0 0 HORIZ HORIZONTAL OSB ORIENTED STRAND BOARD - DWG DRAWINGA004 CODE ANALYSIS DWR DRAWER HPL HIGH PRESSURE LAMINATE 0 0 A504 —STAIR SECTIONS HPM HAZARDOUS PRODUCTION MATERIAL A005 WALL TYPES 0 0 0 A505 STAIR SECTIONS • HR HOUR A006 RADON MITIGATION SYSTEM 0 0 • HVAC HEATING,VENTING, &AIR CONDITIONING VVORK ORK A REA: A007 RADON MITIGATION SYSTEM 0 0 • A601 APARTMENT FINISH FLOOR PLANS 0 HW HOT WATER HWY HIGHWAY A008 RADON MITIGATION SYSTEM 0 • A602 APARTMENT FINISH FLOOR PLANS 0 - A009 PENETRATION REQUIREMENTS oo • A603 APARTMENT FINISH FLOOR PLANS 0 ` „., A604 APARTMENT FINISH FLOOR PLANS 0 j 114 C200 OVERALL SITE PLAN ® ® ® A605 APARTMENT FINISH FLOOR PLANS 0 • A101 SITE PLAN 0 0 • A606 APARTMENT FINISH FLOOR PLANS 0 BUILDING SYSTEM ANNOTATION - I A607 APARTMENT FINISH FLOOR PLANS 0 MATERIALS SYMBOLS SYMBOLS SPECIAL INSPECTION REQUIRED A608 ENLARGED KITCHEN ELEVATIONS O O HOLLAND OLLAND State of Oregon Structural Specialty Code PARTNER A102 GARAGE FLOOR PLANS,ELEVATIONS,SECTIONS 0 0 0 A609 ENLARGED KITCHEN ELEVATIONS O O 1=I 1=11 L 'Concrs nd Reinforcing Steel A103 GARAGE FLOOR PIANS, ELEVATIONS,SECTIONS 0 0 0 A610 ENLARGED BATH ELEVATIONS 0 0 GROUP -1i iii- SUBGRADE �„ , A GRID LINE • A104 GARAGE AND SITE DETAILSA611 ENLARGED BATH ELEVATIONS 0 0 1111 Main St#500 Its Installed in Concrete 00 IIN L_ SINGLE DOOR, DOOR NUMBER ENLARGED BATH ELEVATIONS Vancouver NA ►8660 .. A105 SITE STAIR DETAILS A612 NS O 0 Phone 3606497888�j--� ❑ Special Moment-Resisting Concrete Frame ;�, . ` GRAVEL >: ❑ Reinforcing Steel&Prestressing Steel Tendons” A106 OPENING AND WALL PROTECTION ANALYSIS 0 0 A613 ENLARGED BATH ELEVATIONS 0 DOUBLE DOOR, DOOR NUMBER a SECTION NUMBER A107 POOL DETAILSA614 ENLARGEDBATHSHEET TITLE , SAND SHEET REFERENCE 0 A615 COMMUNITY BUILDING INTERIOR ELEVATIONS A2 ED Structural Welding ELEVATIONS . . 0 I-sigh-Strenght Bolting — W 0 0 PLANS 0 A201 UNIT P • • A616 COMMUNITY BUILDING INTERIOR ELEVATIONS 0 0 COVER Irmo ASPHALT ❑ Structural Masonry - ,Aty ,�jT' � Erosion Control A202 UNIT PLANS 0 •• •• A617 COMMUNITY BUILDING INTERIOR ELEVATIONS 0 0 �Td�alle Inspections: tai ❑ Reinforced Gypsum Concrete O . • �U p 1 WALL SECTION A203 UNIT PLANS A618 COMMUNITY BUILDING INTERIOR ELEVATIONS O ® Call (503) 639-4175 a CONCRETE PLUMBING ASSEMBLIES ❑ Insulating Concrete Fill A204 PLANS Initial 0 Spray Applied Fire-Resistive Materials inspection: Prior to tooting inspectgn $ A205 UNIT PLANS 0 • • A801 COMMUNITY BUILDING FLOOR PLAN 0 0 0 Final inspectfan: GROUT w GRAB BAR ❑ Pi#ings,Drilled Piers and Caissons A206 UNIT PLANS ® • • A802 COMMUNITY BUILDING REFLECTED CEILING PLAN O ® • Pnortoflrialn�,Iidinglreatldl EXTERIOR ELEVATION (IIID ❑ Shatcrete A207 UNIT PLANSA803 COMMUNITY BUILDING ROOF PLAN AND ATTIC PLANLIABILITY 0 = 0 •• •• • _ The City of Ti ard and its i }�� CONCRETE I MASONRY UNIT HOWATER CLOSET(FLOOR MOUNTED) ❑ Special Grading, excavation and Fining A805 COMMUNITY BUILDING ELEVATIONS O O • employees 9 all not be ,,/M/� A 0 Smoke-Contrt�i Systems A311 BUILDING TYPE Al FLOOR PLANS • 0 A805 COMMUNITY BUILDING SECTIONS 0 0 • responsible for discrepancies which mayappear herein, STEEL0 ❑ Other 3rsspt�ctiQns A312 BUILDING TYPE Al FLOOR PLANSA806 COMMUNITY BUILDING WALL SECTIONS �%� D — B INTERIOR ELEVATION _ 0 • O 0 O • PP COUNTER LAVATORY 11111111181 A313 BUILDING TYPE Al ROOF PLAN A807 COMMUNITY BUILDING WALL SECTIONS 0 0 • APPROVED.PLANSC:1 N A314 BUILDING TYPE Al ELEVATIONSA810 COMMUNITY BUILDING DETAILS 0 0 • )g+ICLt�DE UN-ATTACH/Mt RUBBER, SEALANT,AND JOINT FILLER C 0 , O 1 .��3PI✓CIF>ECATION BOOK A315 BUILDING TYPE AlREFLECTED CEILING PLANSA811 COMMUNITY BUILDING DETAILS 0 0 • RAL CALCS I HOSE BIB 0 • O ROUGH WOOD LUMBER a _ _ - ,r_;4t1$C DOCUMENTS A812 COMMUNITY BUILDING DETAILS 0 0 • EF .R118/1141 0.)II _, (CONTINUOUS) A2 1 DETAIL IN DRAWING SET SITE MAP (J) A321 BUILDING TYPE A2 FLOOR PLANS ® • • A813 COMMUNITY BUILDING FINISH FLOOR PLAN 0 ROUGH WOOD LUMBER NOT TO SCALE A322 BUILDING TYPE A2 FLOOR PLANS 0 • • _ STRUCTURAL ppraved plans (NON CONTINUOUS) 0 0 0 S001 COVER SHEET 0 0 0 shall be on job site, FIRE PROTECTION A323 BUILDING TYPE A2 ROOF PLAN DETAIL IN PROJECT MANUAL A324 BUILDING TYPE A2 ELEVATIONS 0 • • 5101 GENERAL STRUCTURAL NOTES 0 WOOD FINISH SYSTEMS I _ CONTRACTOR DESIGN-BUILD A325 BUILDING TYPE A2 REFLECTED CEILING PLANS 0 • • S102 GENERAL STRUCTURAL NOTES CONTINUED 0 0 0 CICI S103 STATEMENT OF SPECIAL INSPECTIONS 0 0 PLYWOOD 0 SMOKE DETECTOR Z\ REVISION NOTE DEFERRED SUBMITTAL ITEMS UNDER SEPARATE PERMIT: A331 BUILDING TYPE A3 FLOOR PLANS ® • 0 5104 TYPICAL DETAILS AND SCHEDULES O O O a �;J n n h n h r- r A332 BUILDING TYPE A3 FLOOR PLANS 0 . 0 S210 BUILDING 7 FOUNDATION AND FLOOR FRAMING PLANS • • d N o 0 Q 0 0 o Q o N 4 FIRE SPRINKLER (APARTMENTS) A333 BUILDING TYPE A3 ROOF PLAN S211 BUILDING 7 FLOOR AND ROOF FRAMING PLANS 0 • • GLASS(SECTION) co EEC FIRE EXTINGUISHER IN CABINET A334 BUILDING TYPE A3 ELEVATIONS 0 • 0 S220 BUILDING 9 FOUNDATION AND FLOOR FRAMING PLANS 0 • • DRAM -- .6 ' 1't� O KEYED NOTE CARPORTS (APARTMENTS) A335 BUILDING TYPE A3 REFLECTED CEILING PLANS S221 BUILDING 9 FLOOR AND ROOF FRAMING PLANS O • • DATE I� c, �� GLASS(ELEVATION) • (!J l 1 _ T .4 N m C uI L.C. r` oo Cr, 0 .y ,, 5222 BUILDING 10 FOUNDATION AND FLOOR FRAMING PLANS 0 m M ::::oz `° m m m mmC FE FIRE EXTINGUISHER, POOL, POOL DECK, POOL HOUSE (COMMUNITY BUILDING) $ gonoo8o0WALL MOUNTED A341BUILDING TYPE A4 FLOOR PLANS 0 • 0 S223 BUILDING 10 FLOOR AND ROOF FRAMING PLANS 0 x �+ Ln N �^ �' �^ "' LelSIIAV BATT INSULATION �' " " "" " '�O � IIIII OOOOOOOONOa O WINDOW TYPE ELECTRICAL MECHANICAL PLUMBING FIRE ALARM (APARTMENTS A342 rBUILDING TYPE A4 FLOOR PLANS 0 • 0 s230 BUILDINGS 2,3,4&5 FOUNDATION AND FLOOR FRAMING PLANS 0 • • a aa0. aaa aao ' ' W a >am mmmmmmmmmAND COMMUNITY BUILDIING) A343 BUILDING TYPE A4 ROOF PLAN 0 0 0 5239 BUILDINGS 2,3,4&5 FLOORAND ROOF FRAMING PLANS 0 • • ., „ .GYPSUM BOARD -A344 BUILDING TYPE A4 ELEVATIONS m mmmmmmmmm0 . 0 S240 BUILDINGS 1&6 FOUNDATION AND FLOOR FRAMING PLANS • • a vaaaaamasE OFFICE ROOM NAME ROOM NUMBER O . 0O • • Y Y % Y Y x x Y WALL TAG A345 BUILDING TYPE A4 REI=LECTED CEILING PLANS S241 BUILDINGS 1&6 FLOOR AND ROOF FRAMING PLANS m 1 ,�, � � � � m � ,�, 106 _ • . - - x x x = = z x r x x c) S250 BUILDING 8 FOUNDATION AND FLOOR FRAMING PLANS 0 • • a , B3A- WALL TYPE, STUD WIDTH AND A351 BUILDING TYPE A5 FLOOR PLANS 0 • 0 5251 BUILDING 8 FLOOR AND ROOF FRAMING PLANS 0 • • - a h in o Q M IN M N N o E 1 5 INSULATION TYPE DEFERRED SUBMITTAL ITEM(S): a , m ,, , m m M m a A352 BUILDING TYPE A5 FLOOR PLANS 0 • 0 S260 GARAGE FOUNDATIONS AND ROOF FRAMING PLANS 0 • WALL AND WALL FINISH HEIGHT --- ELEVATION DATUM - 0. A353 BUILDING TYPE A5 ROOF PLAN 0 0 0 S261 COMMUNITY BUILDING FOUNDATION PLAN 0 •• I W c FIRE RATING(HOURS) ROOF TRUSS (APARTMENTS AND COMMUNITY BUILDIING) _ _ ,e A354 BUILDING TYPE A5 ELEVATIONS 0 • 0 S262 COMMUNITY BUILDING ROOF FRAMING PLAN 0 • - 2 , 9'0" CEILING ELEVATION (APARTMENTS) A355 BUILDING TYPE A5 REFLECTED CEILING PLANS 0 • 0 0 T a z c ` # -JOISTS APARTMENTS S300 PARTIAL STAIR FOUNDATION AND FRAMING DETAILS r S400 FOUNDATION DETAILS 0 • "• c C c c c c C c E I) Z m on m co as m m m co � b L � � "l7 a 'G 'O 9 � 5 0 o - W m m m m m m m m o n m u FIRE STOP PRODUCTS (APARTMENTS) A401 DOOR SCHEDULE,DOOR AND WINDOW TYPES 0 0 0 S500 FLOOR FRAMING DETAILS 0 0 ' - t 1 EC I� FINISH MATERIAL-TYPE A402 WINDOW/DOOR OPENING FLASHING AND DETAILS 0 0 0 S501 FLOOR FRAMING DETAILS 0 0 E EMERGENCY ILLUMINATION (APARTMENTS AND COMMUNITY BUILDIING) A403 FLASHING DETAILS 0 0 0 S600 ROOF FRAMING DETAILS 0 . 0 CS A404 DOOR AND WINDOW DETAILS 0 0 0 S601 ROOF FRAMING DETAILS 0 . O SHEET: k - LRS Architects,Inc.©2015 •REVISED DRAWING 0(RE)ISSUED UNCHANGED ® ISSUED FOR REFERENCE ONLY , DELETED 5602 ROOF FRAMING DETAILS 0 • O g NOTE:MECHANICAL, ELECTRICAL AND PLUMBING ARE DESIGN/BUILD. a 11 _ J ENERGY CODE REQUIREMENTS - APARTMENTS ENERGY CODE REQUIREMENTS - COMMUNITY This analysis is calculated for the largest building(type A2) BUILDING CARPORT COUNT GARAGE COUNT ACCESSIBILITY REQUIREMENTS --...... r2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE(CHAPTER 5 COMMERCIAL ENERGY EFFICIENCY) 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE(CHAPTER 5 COMMERCIAL ENERGY EFFICIENCY) SITE: 2 PUBLIC ENTRIES ARE PROVIDED,AND ARE ACCESSIBLE Per Section 202 this project complies with the definition of"Commercial Building" Per Section 202 this project complies with the definition of"Commercial Building" CARPORT STALLS SF STALLS TYPE EXTERIOR EXIT DOORS ARE PROVIDED,AND ARE ACCESSIBLEARCHITECTS • C1 8 1 EXTERIOR ACCESSIBLE ROUTE IS PROVIDED TO THE PUBLIC WAY FROM ALL EXIT GARAGE 1 1 5 G1 DOORS PER VESTING AUTHORITY REQUIREMENTS LISTED BELOW 720 NW D VIS 1.'T121 M Component Name/Description Gross Area or Cavity Cont. Proposed Budget Component Name/Description Gross Cavity Cont: Proposed Budget C2 6 Perimeter R-Value R-Value U-Factor U-Factor Area or R-Value R-Value U-Factor !1-Factors? GARAGE 2 1 5 62 Perimeter C3 S GARAGE 3 1 5 63 LIVING UNIT.' ALL GROUND FLOOR UNITS ARE ADAPTABLE PER VESTING AUTHORITY SW* 2077 D Floor:Unheated Slab-On-Grade,Vertical 2 ft. 800 - 10.0 -- - C4 6 • REQUIREMENTS LISTED BELOW �,� , Ext.Wall: Wood-Framed,l6in.o.c. 23200 .. 21.0 0.0 0.062 0,064 Roof Attic Roof,Wood Joists,[Bldg: Use 1 Exercise Center] 3498 38:0 0.0 0.(127 O.fl27 GARAGE 4 1 4 G4 2%TYPE A UNITS PER 2014 OSSC 1106 Window:Vinyl Frame,Perf.Specs.:Other testing/cert.NA, 2670 --- - 0.350 0.350 Ext.Wail:Wood Frarited, 16in. o.e:,[Bldg..Use 1 -Exercise Center] 4 497 21.0 0:0 0.062 0.064 C5 8 GARAGE 5 1 5 G1 240 TOTAL UNITS X.02=5 TYPE A ADAPTABLE UNITS REQUIRED SHGC 035(b) Window: Wood Frame, Peri Specs,: Product ID na, SHGC 0:35, 740 - --- 0.350 0.350 C6 8 GARAGE 6 1 5 62 Door Insulated Metal,Swinging 480 - -- 0.700 .0700 [Bldg. Use 1 -Exercise Center](o) C7 7 r VESTING AUTHORITIES: ALL GROUND FLOOR LIVING UNITS AND THE SITE CONFORM TO THE GARAGE 7 1 5 G2 PertProduct ID na,SHGC 0.35, [Bldg. Use 1- 72 --- -- 0.350 0.800 C8 8 1. DEPT OF HOUSING AND URBAN DEVELOPMENT FAIR HOUSING ACT Roof Attic Roof,Wood Joists 11400 38.0 0.0 0.027 0.027 Door:-,Exercise Specs.{_(b) GARAGE 8 1 5 G1 (REVISED 1998 DESIGN GUIDELINES) t)*VD $(' Center C9 8 . _ (a) Budget U-factors are used for software baseline calculations ONLY,and are not code requirements Door Wood,Swinging,[Bldg. Use 1 -Exercise Center] ;68 --- .--- 0.640 0.700 GARAGE 9 1 5 G1 2. AND ICC/ANSI A117.1-2009 (b) Fenestrations product performance must be certified in accordance with NFRC and requires supporting documentation. Floor Unheated Slab-On-Grade, [Bldg. Use 1 -Exercise Center] 338 - --- C10 6 I GA RAGE 10 1 5 G13 THE BUILDING AND SITE CONFORM TO CHAPTER 11 OF THE 2014 OSSC PER LOCAL DANIEL C.PURGIEL C11 6 I GARAGE 11 1 5 G3 BUILDING DEPARTMENT OF THE JURISDICTION HAVING AUTHORITY OVER THIS C12 8 GARAGE 12 1 5 G1 PROJECT * 4vww/L'i4"im"` • C13 8 I GARAGE 13 1 5 G1 tk PORTLAND,OREGON . C14 8 1 GARAGE 14 1 5 61ACCESSIBLE PARKING: SEE CIVIL DRAWINGS � - C15 8 I GARAGE 15 1 5 61 OF O TOTAL 103r TOTALS 14 74 ................ .................... CONSULTANT: UNIT TYPE PER APARTMENT BUILDING Bldg Type UNIT1 UNIT2 UNIT3 UNIT4 UNIT5 UNIT6 UNIT7 1BR IBA 1BR ISA 2BR IBA 2BR 16A 2BR 2BA 3BR 2BA 2BR 2BA UNITS PER BLDG #OF BLDGS TOTAL UNITS BLDG Al - 12 12 24 1 24 BLDG AZ - 12 12 24 2 48 BLDG A3 12 12 - 24 4 96 BLDG A4 12 - 12 24 2 48. BLDG A5 12 - 12 24 1 24 - TOTALS 48 12 48 12 36 288 24 10 240 MIX% 20.00% 5.00% 20.00% 5.00% 15.00% 2880.00% 1(100% UNIT MATRIX 1st Level 2nd Level 3rd Level Totals per building Project totals Bldg Type Unit Type Unit RSF Unit GSF Deck SF Stor.SF Qty Area Qty Area Qty Area Qty Units Unit GSE Decks SF ..:..Storage SF #of blclgs #of units:: GSF Area/bldg Bldg Al 4 928 1,086 82 14 4 4,344 4.. 4,344 4 4,344 12 13,032 984 168 12 5 1,150 1,319 123. 21 4 5,276 4' 5,276 4:• 5,276 12 15,828 1,476 252 1 12 31;740 Bldg A2 5 3,150 1,319 123 21 ; ' 5,276 4'; 5,276 4: 5,276 12 15,828 , x,476. 252. 24 1,150 1,325 72 15 4 5,300 4 5,300 . 5,300 12 15,900 864 180 2 24 34,500 Bldg A3 1 703 874 75 15 4. 3,496 i : . 4 3,496 3,496 12 10,488 900 180 48 �` . NUMBER215079 3 928 1,079 95 18 4: 4,316 4 • 4,316 4 4,316 .1,:22..., 12 12,348 1,140 ! 216 48 PROJECT 4 25,872 Bldg A4 1 703 874 75 15 : . 3,496 4f 3,496 " 4 3,496 12 10,488 900 _ 180 24 Tigard 1,150 1;319 123 21 .4 5;276 4' 5,276 5,276 12 15,828 1,475 252 24 2 29,124 Bldg A5 2 740 903 123 21 4 3,612 4 3,612 4 3,612 12 10,836 1.,4.76 252 12 735th and SGho//s Ferry, 7 1,246 1,426 70 16 4 5,704 4 5,704 4 5,704 12 17,112 840 192 12 1 30,708 Tigard, OR all HOLLAND ACCESSIBLE FIXTURE MOUNTING REQUIREMENTS PARTNER GROUP 1. ALL DIMENSIONS INDICATED ON THIS SHEET ARE CLEAR 6. VERIFY ACCESSORY SIZE WITH MANUFACTURER TO ENSURE MINIMUM TO FACE OF FINISH. DIMENSIONS TO TOILET ROOM CONFORMANCE WITH REQUIRED MOUNTING HEIGHTS. 1111 Main St#500 ACCESSORIES ARE TO THE CENTER LINE AS NOTED OR TO THE Vancouver, WA 98660 HIGHEST PORTION OF THE OPENING OR OPERATING DEVICE. 7. PROVIDE CODE-COMPLIANT BLOCKING WITHIN WALLS AS REQUIRED Phone: 360.649.7888 FOR MOUNTING FIXTURES.BLOCKING IS REQUIRED FROM STUD 2. ALL ITEMS INDICATED BELOW MAY NOT OCCUR ON THIS SPACE TO BACK OF SURFACE OF ALL FIXTURES INCLUDING BUT PROJECT.SEE PROJECT PLANS AND ELEVATIONS FOR ITEMS NOT LIMITED TO TUB/SHOWER ENCLOSURES. SHEET TITLE; THAT OCCUR. TOWEL DISPENSER AND COAT&UTILITY HAND DRYER 3. SEE ARCHITECTURAL PLANS FOR ACCESSIBILITY AND/OR 8. DESIGNATED ON FLOOR PLAPROVIDE GYPSUM BOARD N AS OPENING-PROTECTED P BEHIND FIXTURES AT ALLS WALLS. ARCHITECTURAL NOTE: PERMANENT SEAT ACCESSIBLE WASTE RECEPTACLE HOOK BATHTB NOT SHOWN MIRROR SANITARY NAPKIN SOAP ADAPTABILITY CONFORMANCE IN THE HORIZONTAL PLAN DISPENSER DISPENSER LAYOUT. 9. WALL MOUNTED FIXTURES LOCATED BETWEEN 27"TO 80"ABOVE I NFORMA TION MEDICINE CABINET FINISH FLOOR SHALL NOT PROTRUDE MORE THAN 4"FROM THE SHOWER 12" r. 4. SEE ARCHITECTURAL INTERIOR ELEVATIONS FOR DWELLING FACE OF WALL.SEE LIMITS OF PROTRUDING OBJECTS ON THIS . WAND ON A TOWEL RING UNIT F.H.A.ADAPTABLE,AND/OR A.N REINFORCING VERTICAL ROD. REINFORCIN c REINFORCING UNIT FIXTURE MOUNTING HEIGHTS,IF.S.I.THEYTYPE OCCUR AOR ONB DWELLING THIS SHEET. FORA 24" MOUNT CLEAR I FOR A 24" FOR A 12" PROJECT. 10. FLOOR DRAINS: GRAB BAR I,1 OF FUTURE GRAB BAR GRAB BAR ACCESSIBLE FIXTURES REQUIRE A CLEAR FLOOR SPACE GRAB BAR ( G, N. - O, .- (..÷. 5. CONFORMANCE TO FIXTURE MOUNTING HEIGHT CONTIGUOUS OR OVERLAPPING THE ACCESSIBLE ROUTE. FLOOR - - lie III -k p o- ul REQUIREMENTS ARE APPLICABLE IN ANY SPACE SERVING DRAINS SHOULD NOT BE PLACED IN THIS CLEAR FLOOR SPACE. to �� r OALL RESIDENTIAL AND MULTIPLE _ _ _ _ _ _ > w MORE THAN ONE EMPLOYEE, / - b� to 00 U ¢ ao �, oD CO , EMPLOYEE COMMON SPACES,AND SPACES ACCESSIBLE TO EXCEPTION: DRAINS MAY RESIDE IN CLEAR FLOOR SPACE `? ���- CONTROL `�' 1 " `r g `r O THE PUBLIC,AS THEY OCCUR PER PROJECT. PROVIDED DRAIN HOLES DO NOT EXCEED 1/2"DIA. MAXIMUM; LL M '� LOCATION Limori \ M o w v� -NI FLOOR SLOPE DOES NOT EXCEED 2%IN ANY DIRECTION;AND THE ELEVATION CHANGE AT THE DRAIN LIP DOES NOT EXCEED 1/8". CONTROL END WALL BACK WALL HEAD END WALL FAUCET CONTROL HADLES MAX 17" GRAB BAR REINFORCING FOR ADAPTABLE BATHTUB WITHOUT PERMANENT SEAT TOILET ROOM MOUNTINGS FROM FRONT EDGE OF LAV WITH NO TIGHT GRASPING,PINCHING OR 54"MIN TWISTING 5 LB FORCE MAX, 11 SECOND 32"AT 12" WITH PARALLEL MIN FOR SELF-CLOSING VAL ES. ACCESSIBLE m APPROACH co 3 MAX MAX �y 42"MIN S 18" 18"MIN 2'-0" WRAP HOT C v -- � 'I CLR CLR MIN WATER AND ,t , c8 � DRAIN PIPES 15"MIN FOR SPOUT LOCATION _ FORWARD 6"MAX /, / 17"TO 19" 1'9"�1" , 36"MIN 6" r -1 URINAL I N Will SCREEN APPROACH CONTROL LOCATION LAVATORY&LAV CO w •� " - "°" ' iLiTOP OF RIM OF SINK I g _ z 24 12 , »� 2 -�i�� �`� 2 3 m I z IN COUNTER o w c� " Zo g MIN Mll'( " a o Ow co 0O (_ alt 0 $ . _IN Z i- -j SPOUT OUTLET [ Q r 0 a _ o g w n - c3t - wiz ¢ 0 a - -mac- 90 - C� PARALLEL F- < re D v EQ., 4 Qi- T- O, I APPROACH KEEP i z RIM o w z 8"MIN KNEE z cto I ALLOWED IN TYPE B 4 CLEAR O g I ... I rn CLEARANCE . 2 �� o> - z r? ..... - _ �* I - O;� ¢ 0 " z i- �,, N w M , L - BATHROOM ONLY r, x b Aigallianomermow milli _I N. tht6" AX TOE CLR 6" AX TOE CLR, SANITARY NAPKIN 7"TO 9" 42" 18 9" �� INSULATE " URINAL DRAWN' ` - +, HOT WATER �;f DISPOSAL f TOILET SEAT CLR CLR TYPE A AND B TOILET WITH DATE ISSUED 12/11/15 cc COVER DISPENSER a TYP LAV EXCEPTION GRAB BAR TOILET PAPER GRAB BAR a CLOSET ROD AND SHELF DRINKING FOUNTAIN ACCESSIBLE LAVATORY ACCESSIBLE TOILET DISPENSER ACCESSIBLE TOILET PLAN LAVATORY CLEARANCES URINAL o . 4 4"MAXIMUM a 0 0 fo o FIRE ALARM SIGNAL/STROBE ANNUNCIATOR PANEL 1 1/2"CLEAR 1'-O"MAX TO EITHER SIDE y TEMPERATURE SENSOR FIRE EXTINGUISHER SIGN NTS i OF CLEAR FLOOR SPACE g MOUNTED PHONEMANUAL WALL MOUNTED FIRE EMERGENCY RECESSED FIRE E CENTERLINE Z 11111 ELECTRICAL OUTLET TELEPHONE STATION PANEL PANELELECTRICAL EXTINGUISHER CABINET - -__ EXTINGUISHER FUOSHER OFF BUTTON TACTILE SIGNAGE GRAB BAR OUTSIDE n / INTERCOM ' i IIIIil DIAMETER 1.25"MINIMUM °' ter-ELECTRICAL ~ ELECTRIGAL OUTLET z OUTLET STATION -'� - �' T01.50"MAXIMUM f PANEL N AT CASEWORK u.i 111 BASE OF 250 LB FORCE IN BENDING, S r - --- I-- - - a A Z Z0.HIN CHARAGTER - --mak ' --mak caJ a �� ll SHEAR,TENSION AND I I -_ - 0,`0-�, a MOMENT OF GRAB BARS, ta f I / CLEAR I 't I CLEAR c.: Q o O ce a. -- c SEATS AND FASTENERS. FLOOR I FLOOR `v m _ 0 0 I O _ _ ,' n. L - - - -J LIMITS OF PROTRUDING OBJECTS F- ►- v }- ce v v ti o M b b -- BLOCKING SPACE SPACE co Cr) I I I � E I I limoi �[ [ �FC3t 1 0 Z t- d Ai 8 L_ - ._ J EXCEPTIONS: v v °O _ GRAB BARS SHEET: c, PLAN VIEW 1. HANDRAILS MAY PROTRUDE 41/2"MAX, IK E 2. DOOR CLOSERS AND DOOR STOPS0. NOT TO SCALE LRS Architects,Inc.©205 N SHALL BE PERMITTED TO BE 78"MIN m ELECTRICAL PANEL CLEARANCE ABOVE FLOOR MISCELLANEOUS WALL MOUNTINGS t e 0 E m w APARTMENT BUILDING - CODE INFORMATIONr,, , BUILDING TYPE: APARTMENT - •. (310.1) ARCH TECTS GOVERNING CODE: 2014 OREGON STRUCTURAL 7_0 NW Davis 303221.1121 SPECIALTY CODE . wife 300 M32212077 D Kirtland OR 0720B WieWi.ITS81ChitedS.00111 FIRE SPRINKLERS: NFPA13 ALL APARTMENTS (PROVIDED IN LIEU OF AERIAL ACCESS PER FIRE MARSHALL) D Itt*„. CONSTRUCTION TYPE: TYPE VB (TABLE 601) "1„ 3540 r'12 DANIEL C.PU1 GIEL n OCCUPANCY: R-2 (310.1) I� GG� • _ GENERAL NOTES tp�' PORTLAND,OREGON 1. THiS CODE ANALYSIS PLAN IS FOR REFERENCE ONLY.SEE ALL OF O 1' OTHER PLAN SHEETS FOR CONTRACT DOCUMENT INFORMATION.THIS CODE ANALYSIS IDENTIFIES SOME SPECIFIC BUILDING CODE REQUIREMENTS BUT iS NOT INTENDED TO LiST ALL BUILDING CODE REQUIREMENTS. 2. SEE SITE PLAN FOR EXiT DISCHARGE,PROPERTY LiNE,PUBLIC U#VSULTANT: WAY LOCATIONS. SECTION 705.5. THE 710.2 DWELLING UNIT AND SLEEPING UNIT REQUIRED FIRE-RESISTANCE SEPARATIONS IN BUILDINGS OF TYPE IIB,I11B LEGEND RATING OF EXTERIOR WALLS AND VB CONSTRUCTION SHALL HAVE SECTION 1009. STAIRWAYS WITH A FIRE SEPARATION FIRE-RESISTANCE RATINGS OF NOT LESS SERVING AN OCCUPANT DISTANCE GREATER THAN 10' THAN 1/2 HOUR INBUILDINGS EQUIPPED LOAD LESS THAN 50 SHALL SHALL BE RATED FOR THROUGHOUT WITH AN AUTOMATIC HAVE A WIDTH OF NOT LESS EXPOSURE TO FIRE FROM SPRINKLER SYSTEM IN ACCORDANCE WITH THAN 36" _===. _ 1-HOUR FIRE PARTITION:SEE CODE ANALYSIS PLANS FOR THE INSIDE. SECTION 90311M , .3.1.1. SPECIFIC NAMES OF IBC WALL DESIGNATIONS.ALL WITH i, ;�: ,. FIRE RESISTIVE OPENING PROTECTION AT DOORS, 4 , ' , _ !''�.:/,,-.+"szAr. �r/�" I r . WINDOWSDUCTS(WITH EXCEPTIONS) PENETRATIONS�,/��'I f' 1.! • ' ..+ .> Fi '' L.. .; t' ..� jl0e ♦. ,, f ,f �J141iV1 it r !{ I FIREBLOCKING OR i ,,`; #' ,'•. „r.'; DRAFTSTOPS NOT REQUIRED __.._._._._....__.._:_ 5A (' / :: ! ' :'`�. .23,Agy ' _ iii . . 1. moi.! 1. '.d�/'.�.rri'/.u/.� ,t_ �,,� - .._.. � 1 ��_� i ` APPLICABLE. '<.... ®u ` m �. .a�® �.�w , n v® � �. �c�m=� f.. Y fi + + i ,�%�i�'.Ii ./ � + I /' /' ' WITH NFPA13 SPRINKLERS. / '---.1� 1' <i^ rf!�� i�/ fig �- : I 5 i I ririmi"�,F/ .... - !/ l`/; ?'. I NIT4 *+ . , I UNIT5 UNITS r..k+ f : .Ij\ l/i +�+ � : I i `'' : / /; j ! a i + o s + : �` UN>3 4" 1 ' I % i s + < `'s !'UNIT 5 UNIT 5 s • s f `/' / NONRATED WALL:AT NON BEARING INTERIOR WALS WITH # * 1 150 SF 1 150 SF + + , ' =1 ! SECTION 1207.2 AER-BORNE SOUND.WALLS PARTITIONS / + ` i ` 1 ; I�..• .X92$ F 41411 T�• , • �,, ( , .44+,0,* ` 928 SF 1� UNIT 6 * + / 1 150 SF , 1,150 SF ("..., �" '4+,.",' UNIT 6 \ I,. NO OPENING PROTECTION REQUIRED AT DOORS WINDOWS 6/200 61200 , I \ (. + + # ' I / , ! / E;: 5/ a 1 + M I. -: \.i ( ) ( ) ] + +,,: fl ] AND FLOOR/GEILlNG ASSEMBLIES SEPARATING # 1207 SF ++ ++ w `v" d +++a+ 1207 SF I/,, DUCTS,PENETRATIONS,AND JOINTS UON.SEE WALL TYPES. + ,., s s + /J i + + �< (6/200) s g (6/200} 3 f "' + + �� + f j DWELLING UNITS FROM EACH OTHER OR FROM PUBLIC / ,/' �� s {7/200) + + # .' a*+++ j {7!200) ' I`f Iox. ... �\/® I ; ++ .; o - ° i - .''` /� ° ® iJ SEE STRUCT. t �s s �. =a + L HAVE A SOUND + + 0-._ _ + * s� \,\ S -,. 1 (++ , _ ..., OR SERVICE AREAS SHAL ,_, ..+1-') + a 3,. * + I i- +:k + )c.1--,L. --T r- - - /� • - ill ,iI,I"+: rt [`€ m fl. i' TRANSMISSION CLASS / ! /' I :� + �, lk - ' - .-'-4.+ + T° , �` % r i 1` + + i 1-. i (STC)OF NOT LESS THAN 50(45 IF FIELD TESTED)FOR -• • � D �' �, i11 -1.,J 7 ,..„,,.. -'- ,; (,,:..111-,w4_211. „ �f - ++ a -°'-""fit ,! \ Jr-, 1 ! ^ - + + -i• IIIi................ -jjjj J�,iI 'Ii i I# t! + + �" r---- t I 1 ) / + t+ + I II -_.I 1 ; �•J i t` e AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH I '� f * '� i '�111\ im .-. E + + I i # _� "j m------ • f I �., t t I .d.... .. i`""1I 1..... + ,� II t..__-'-__.�i.1j .. tet..._-- �.._ .1 "a;++a >. �11-^-rwM t( IIA. - '` ._� I E ': ! 1A l __ _ . ASTM E 90,PENETRATIONS OR OPENINGS IN �` i ,. �s �.t `:: _ + - 1 i[ i ,, , .I, ^ - t . iT�°"' Y !i _ 1 1: i 3; Y tl l".... �... Ir1. -- ;n ; _ f ,, ,'� � t t, ..rte';---- [ . +,.++ € ,# •. t -�� , It :It i' t; ((t t .> F :- .;.. _j':'; ',- "-< r�, R-'.. , ..- CONSTRUCTION ASSEMBLIES FOR PIPING:ELECTRICAL � ,.,,,....N, 1 ,., -,. /-`�--:-; ,:� + , '�___I 1 I _M + + . It: -�, ..,�.:. t it'..l / i tF ' • f i + i 1 (ffi ! III ] U,, ,-----1----)• I IF 1 j II J [ / 1 ► ® It` i I,. _ t•-- ( 3 � 6 I : ( I ...... + E ! , ,.,., 'i% i - + a .., i$�-�Lz i� ' f �..-_._.1 4tg.al �._ E + + a- ,el. �'i'.3 _.. ...t �Ilt ! I I i I' I m / jt i, + + , 11 ✓ # , ` `� +, + t DEVICES'RECESSED CABINETS'BATHTUBS'SOFFITS;OR , + + ]� ,i I a I + + i• 1 1 / �� I +* -' 6"‘(:,111L-1,11 ' I i slI `� , �++. ! ...alp l :. I ( ® , t ,� + + f' + + ` r -�� - r I i 0 IG- +,_ _ HEATING,VENTILATING OR EXHAUST DUCTS SHALL BE r ' + + z __ + _ I Ji-:' ' i':;w> _..:.:. I + :+i ' '' qtr^<'ir i 't 3 I w �y,� I-fi[P.. i - vh ��I , Ul 31t 1+ I• i i 1 ........ .. O Hw... + + �` f } + ++ .,-� \ afv A... ` _�:..1 _- i/ �/<zf -' © J{:.j. _. L_. °+ ;; i �E , _._. __, i------J : \ u�+4.+ f• ..._L.; 0:_.....;., T I SEALED,LINED,INSULATED OR OTHER `� ---i..._ ._ ��- ._ - L~_ {. + ` ,[..._. - i + + Ii - � .,3' \ Fr... 1 f ++ al I`., .,/ t ) �t~D --ar i 1 +' Std /,, �Y `�� ft:...................................... '�i t. + t/ ti.s g ��i .... + , -✓f J 1-'-t.. j,.... _ NI ,:;01\.;_„1 `;% , s ,/ I 1 +.-,:i.� ,,. ® `14, _ s +++ + ` © ;: ;6 a! L ti,` %sf UNIT 6 ,< ++ ++ .\ ® -� s f ++ ++ UNIT 6 s�-' v r UNIT 5 UNIT 5 f \,:f' ' .74'4.`<---- --t -, ;+ \'/ 4.4 + .. °:/ + + , 1 .:: %^ / 1207 SF + - �: + a 1207 SF T 4' :+ -.+ ._ ,� UNIT 5 UNIT 5 (`- , (f.' ..--,., r., 'IT Q 0 12073 STRUCTURE-BORNE SOUND.FLOOR/CEILING , + + J .-.--N 1,150 SF 1,150 SF •+ + I 1s ! ;, i :47,111 ,� ' * ## I. (7/200) ++ +a /�, II`/ �J^ a+ + � 1! (7/200) 1'r, 1 ICY; 1,150 SF 1,150 SF 4' _ + : ; ;ii `, ASSEMBLIES BETWEEN DWELLING UNITS OR BETWEEN A �: 1 + + (6/200) i (6/200) + +` !I I I/i 1 3t 1 ; 9`17 SF ,_ ` 4) � Qfi ; !I .72�, F :!; I = s {- + Q i�" ! t i , iI; I r (6/200} (6/200) t.` -+,+ ,, $ , ; DWELLING UNIT AND A PUBLIC OR SERVICE AREA WITHIN +. ;I 7 I / :�. ++ .; 0 ## ii # <j _. ` II .7 \ ! i / / I i� ( }.. '! ....... sit %! i \ 1200 + ,r .. 5/200 :: '# \,, \11 1 1[ � �'# # /\ .. ]; i'THE STRUCTURE SHALL HAVE AN IMPACT INSULATION ,i { I / IiI1 / ( i ; k ?. \ ' ���{ LIMp� 215D79 '� 1. + ;._. ;z \� '\ .F 1 .,R.: i _ `''.1 .,- ,-;' ` \____\, Y•.h" 3 ! \ __ = er z" 1I / U �i�$�+�-�+, N �Gf�"/ i.:~i i"-`-� +aFa- ;si \, i ;' / .yap+ j-._ ...1 -.,ni . 10.21 1 t /,r .. f , i j YIJ I \ t'---j I / ``ti `3 .3 , ,ij. ,, . ,+,- ----- . --- /�'./ �. �_ -_ CLASS(!IC)RATING OF NOT LESS THAN 50(45 IF FIELD /, ///..,.-: t - - -J-.tea .®' ii'.�1 t �.�i 1 /i® "" : rt ; eAr arog l%il.©dzi ,; sr ! /Ag ;1 t' '' 1,'"!',� :/ .r'' rt' g,. .� i RIM' ,%' .ir1/.®.1 . l '' * ® l I 1 `� -� r / 1�. r :,F- - ,'� TESTED}WHEN TESTED IN ACCORDANCE WITH ASTM E __ �� 'VAL,f` � / • " �� / t h ! f/ x , / ,, . - I , 1 4 •I f '''77' At/ I , f!�/I,' n /`itrE`�+ If'- It/ ;„7 S , �'I'' �� 2ny..�x i�R'"f3'+i!i� Aff I 1 /t' ;' / � / / t I. 'l 492. k J; / / ; /6 f.'r ff• /t7/ / ` i�1 .?3' ,e ► �r : �, '.:�,f , :__A �,, .740 /i „ :Y, /' '.A.f`L 4',- , f. � /. :r Tigard A artm en is ! i SECTION 705.2 PROJECTIONS. r EXTERIOR BALCONIES (2/200) ROOM OCCUPANT LOAD/OCCUPANT LOAD FACTOR PER EXTENDING BEYOND THE FLOOR TABLE 1004.1.1 135th and Scholls Ferry, AREA SHALL CONFORM TO THE REQUIREMENTS OF THIS Tigard, OR SECTION. SEE DRAWING 18 THIS SHEET 18. BUILDING Al THIRD FLOOR 10. BUILDING A2 AT THIRD FLOOR FOR MORE INFORMATION SCALE: 1/16"= 1'-0" SCALE: 1/16"= 1'-0" SECTION 420.3 FLOOR/ SECTION 1026-EXTERIOR CEILING ASSEMBLIES DWELLING STAIRWAYS. SEPARATINGWAPARTMENT ill -- UNITS SHALLN THE SAME BE1 HOUR RATED INC SEPARATION BETWEEN THE BUILDING AND THE BUILDING CODE AREA CALCULATIONS 1,.. _ STAIR IS NOT REQUIRED WHEN PROVIDING 2 f.:5__":.-«-.._,«°w: !' FIRE BARRIER - �` II III EXTERIOR STAIRS CONNECTED BY A BALCONY. i:__ --ll# ii I� _._. i DEC II 1-.-:. ' DECK I i DECK lY-.._'.. ( PECK PER 1026.6 EXCEPTION 2. i_DE #I _ # ...; i DECD it DECK `' 1 BECK NOTES. 3 \ / E 1F Y _ / % t I I I `'• \ t , ,1 t.`,� 1_ '.\\ I £. L.,., f I� j s i I;r.i...;;_A....j / fK I 'i 99 r II j! I If ( i a I / 1. SEE CODE ANALYSIS PLANS FOR ACCOMPANYING INFORMATION.CODE INFORMATION L -i , + I.r 1,.-_.. i1 i j t_._1 ( . >�p "-1 uE +I # j -; INDICATED BELOW ONLY LISTS SOME SPECIFIC REQUIREMENTS BUT DOES NOT LIST ALL I , } ''.:all- 1 I 1 = d. 11 1, _..�- -.... 1, ' .. fir:.} ii_- ..L.._. . ... .__ i .'e c I' '-__'- I ` I - # 1, T.,... ......:-..l. I i i + I I' BUILDING CODE REQUIREMENTS. r ::., ... ._.x....._.._f, i + I UNIT 5 ` UNIT 5 1 #, i. I I f# ij x , u UNIT 4 ! II II UNIX 4 ✓ jI 2. NONSEPARATED USES ARE PROPOSED FOR ALL OCCUPANCIES IN ACCORDANCE WiTH HOLLAND © I .+. + 0 ,, I s . � + +(1 1 , s a t + o I UNIT5 I� I UNIT5 1 s + + a , ® I i i I', , .++Ffl:il I 1,150 SF i1,150 SF ." + II 1 + + ,; + + it # 928 SF +<-+_ s, #, i +T+i 928 SF I I UNIT 6 ! F + ` II 1 150 SF 1 150 SF + + + UNIT 6 1 (' SECTION 508.3.1, j -,.1,..., i6/2pp 6i2pp + ' --� j1 s s + + , , ! _ r o- + + , I �... .� .- i 1207 SF j' i + + --a ,-„f+- , - 1207 SF j` PARTNER Ij -Op} . 1. :_-- I a s 1::r -+r+++11 # + (6/200) ' s s 6!200 :::: + + +' OCCUPANCY GROUP:/CHAPTER 3 III II': +i i+ • + \ jI 1.1 s (7/200) + + ( ) + (7/2pp) a III GROUP ._._._....._.: ® s f .I{' + 4-_.__-._._._. `� j� "`, a + ' s s "\ + + a IFI 4. .71 f-- ii r .. + + •_"'�. t✓ _.. l' '" r.J _._. ------ -1 , +`+ + + + _ ^� T ^r E +k+ -._ / '\ r - -_ -+ f + b + .. u..._L` ...___.., \ ,---1 f i AIL + + +- �.-•!1 - -moi l 1.� ; j s I 1 - i i 3 + ` + ,,_._ , i #._.. + , + , ,„_.f\...; -, SPECIAL DETAILED REQUIREMENTS: s ! + + t 1 �I , 6-� �, 1 �._; � +++ +'+++ I , i.__ \'I 1 3 + a "+ i I. 1- I� �!j,` ! + : + + - I! 2.1„1_ .1.4i �I 1111 Main St#500 ' " -•--,---•• i' A - + + -s--,.... li'T" . II. 9 i i3 1 iyt' '"' }} ' ( ='*' +! * + ' ' �' _" " '(•- -1- `)' I fi i'""rj ! + + + }"t--"3„ ---_---�' , - CHAPTER 4 SECTION 420-GROUP R-2 DWELLING UNIT SEPARATION ARE FIRE i i I I I'"'""I ' ! r.lr1 ,' + F + _ Jl. I- f ,, ++ +* 1 ii i 1 , 1 J a , , , t i I:. .. i + + r .., V LIFT- I ( )' Vancouver,WA 98660 I( , t 1 I ,f `'f 1 +L+ .; i 1;3�]I ` ` # + , II , + + �.; �� I i i /� 1 i .R J + + a I �I PARTITIONS.HORIZONTAL SEPARATION i i I, ' . + + ` ..it 11 i ; 1 `.i 1 I °._ ,+ + .I # -il i SECTION 1029-EMERGENCY (� "I_.... _I_, - ,. r, 1 +a++ \ E 3r i I i , 11 I . + + 1t _. + + + 1---:------10.11-41 ii Phone: 360.649.788$ 1 1 .;.., I1 ,. + + E , .. I I I I� 13>g 1 j!i ... �I ''1I '.:+:+++ + + - . s EI -- PER 711 E( 11 1 #i�tT j 11 � I 1. ! I '.'i Ci S3 ,..-. 1 •. It .+1.+.+11L I it, h I ti" '��� i�E jM1 ''t 1-,. f _ T+ + .�+ I ,....lr---'xa `1 !1 ��I I7 I �I 1 .di , i'.w° ". t- - �g%» ,:. ;-'�.I�.J . + + v, ______< `�--� -' � _.,�.• ' ` ESCAPE AND RESCUE. ,�. .. � ,��>,'-1. � > + �1 LSI i EI t I' �s i.... + + + .,,��_ � � ..', - c -i.-., „�.gq ! G .1 �• ... + ++i+-++ 1li .. ' /�"1 r '� ":"'`, _ # 3 � ( .:ill:`... ,�..,. �#('�, ".. . + r '1 :I v ° 4J L.01 ,� :^--s^� �.�.�..,.1. - 1` n ! . + + II _II._._...' 0.] Ii 1; I 11 I II-11 ,I II _I , +, < , # SLEEPING ROOM WINDOWS 1 1 i I i (t:'=: :.±÷,.:., .I •I� .Cas.-......i ( i + + �i 4,,, ,,,/I ' �' # iw11.1 3 �,m,. ii , , , 11 <,��._1 ;-� . + + '--... 1. t �..�.1 •�? i i � +i'+ a�i ;I• ,,_ I .J !�.8 1 ��� II �...-.._' I (-- � �-.; ,_._,i3 xm, ;I _ ti.:. III- I' + + / I II r1 € i 1 j I i -,+•'-' r, 1 G,, ! + + [ I i + i, 1 I 1 ABOVE THE GRADE PLANE, II r t Al iI + + ,` it 11 �- , `' ( 1 ! I +1. +'+II ' II 1I 1 s j V . + + + r 1 E 1 \� ++`-+ Ii CONSTRUCTION TYPE. SHEET TITLE: � � 1� - �^'-'��'+* +* ,1 # 1 a I � .. , ; I. l �`; , 1 + a + # # / i Ii I. ^\� .. + •+ a . ;........ii _; REQUIRED: TYPE VB #' 3 � 3 j ',�/�,•+} I -.<. + ,+ i �1 MIN 5.7 SF CLEAR OPENING 1 ; ,--u... + -a �...� .._..---....---I a; ; `; , �,.., i , + a ,,� i, t J ! i' 1 a + + , i� E - W_` 1 i r f=11 + ! 1 1 !� - y - _.. I L. s L� i #_ „a a- ` + + 4CII�i _ 1 -----_ . I 11- ._ t 1 ++. ...1.4.1 . s ( " �'9 {TYPICAL) �` €[�' I i r • • { �� 1 �1_. � �� :++++::: e...,_\_0 (g ��{ 9G ( t Jill PROPOSED: TYPE VB ! emm - - •t i 6 '' 711---10:. I -tc + + ...J 11_"' -, I + + i..� + a CODE DE / � 0 `�-;-.++ ++ 0 d 0 4.+V4-41.--/; c .. \. I ___,,e UNIT 6 °' * + s _ Tice © - + UNIT 6 ® i1 1r L.,/ T- + + -'!(e),...--..,_.-...1„.7-1,117 "�I UNIT 5NIT 5 ',: + +'+ BASIC ALLOWABLE FLOOR AREA: R-2: 7 000 SF 'k �i::�Y1 "4 4\ `- a:a " ':.-1-+ 50 50 S 1207SF (TABLE C.Sp } o- + I i s s I + II , + + + .,. T - + + I II503 SE 3 !. + v_ --o UNIT 5 I I UNIT 5 Ems-_- t i � ++(I I€, 11; i' ® 1207 SF -t + + 1,1 SF I 1,1 F /��_ + + t s i +�t- . . + + + + + + ANALYSIS I# s # 111 `�� ..+ 1 3 i1 s (7!200) -1 ' +F+ /' 6!200 6!200 + + rJ Ii (7/200) ( !i; I`.++� .`l_. I 1150 SF I 1 150 SF i 1' I' I ( ) I { ) I !f i1 9�$SF ; ;i ;" s + ai t 928sSF ii I ' I ® ++`�+ ++++a '5 1 ++ �:.. (s/2oo) ; (s/2oo) i , i E 1 + 0 II ( /200) 1 + a I 1 1 � {5/200) ( a I 1� i 1# ---, AREA MODIFICATIONS: 1 I 11 ._...._ r...._.,....----1 ,x +�'. # - ;; f I EQUATIONS PER 506 O6 2 } 1 I t i I i + �+ I n i �� + = �! �) ��! , .< i (S 6): II ( I °�_ -• `r ! y j tea.. „ w �..� t'i } ,T,,,. I. -" _ .1. s I /- i I to Ili_. II #? `� \_ DEC. I DECK I DECK J§ >� CK 3 DE«• J; ; {_,-_ DECK 1 DECK -DECK AREA(Aa)PER STORY AS PER 506.1 (FIGURED AS NONSEPARATED USE) ALLOWABLE i II i i y 1 (3 STORY R-2 VB FULLY SPRiNKLERED WITH NO FRONTAGE USED.TABULAR VALUE OF �. :. ,-, -wyi R-2=7000 SF EQUATION 5-2:FRONTAGE INCREASE EQUATION 5-2:FRONTAGE+SPRINKLER INCREASE SECTION 705.2 PROJECTIONS. EXTERIOR STAIRWAYS (SEC.506.2) (SEC.506.1) Aa={At+[At xIf]+[At xls]} NOT USED Aa=[7000+[7000 x 0.75]+[7000 x 2]} Aa=[7000+[0.0]+[1400011 SEE DRAWING 19 THIS SHEET Aa=21000 SF 19. BUILDING Al AT SECOND FLOOR 11. BUILDING A2 AT SECOND FLOOR FOR MORE INFORMATION TOTAL ALLOWABLE BUILDING AREA(506.4,1) SCALE: 1/16"= 1'-0" SCALE: 1/16"= 1'-0" Aa x 2 FOR 2-STORY.Aa x 3 FOR 3 OR MORE STORIES =21000 x 3 =63000 SF ACTUAL BUILDING AREA: (SEC.502) BLDG Al: 31,740 SF;OK . 1..., I...: «a,.>r r ,I lamw.<in,: ,'.. a.' A2: 34,5 SF;OK , BLDG0 ._._.____- ._._ # I , } BLDG 25,872 SF;OK r • + DECK I DECK ----- 1,--- ''',-- 1`.. * ...; - ,DECK _ 1 DECK ' -;.,, .sr„ -. �.. DECD-- +-- DECK DECK ECK11 BLDG A4: 29,124 SF;OK t' 11 4 il ` _ jiff 1 .._,.__ai1 ' I iv 1 <i 17 r- - ' t BLDG A5: 30,708 SF;OK t..,_..,....._„.1.........._. __ I 1__._Ii ..._ - t` .__....1:... :..i _tea �-' :l' -s-+ _„ '� .-.-_-.-_ r r..-__• .-s ..._..- T':�z 3 l t t '3-dtv i...... , 3 :III, I I I I l ,i I {. , II I I I i _ _A . I. , �I UNIT 4 I s UNIT 5 UNIT 5 f 0 {UNIT 4 s III I UNIT 6 0 i � i s UNIT 5 UNIT 5 I 0 s UNiT 6 BUILDING HEIGHT: i i TYPE B 1 4TYPE B TYPE B - ; V. TYPE B I TYPE B ( TYPE B TYPE A a ® i , ..._,._11fiI 'l s ® / I 1:7____i\S-N/) I ( ATYPE B 1 s ALLOWABLE(SEC 503,504): TYPE V-B:40' 8 W A "F _E ( ] - ADAPTABLE I 3AP A L ? ADAPTABLE s o ADAPTAB4 1- ADAPTABLE 1 ACTUAL: TYPE V•B:38',OKE 1 --� ! 4 s s ADAPTABL [--, -. I --. ® ADAPTABLE "_ s UNIT �'� `• -.,_ s _ '- DRRWN.BY: MJW 4 I # I..R` { Ii �\ /�1! ® e UNIT �'i, UNIT s i_ X18 1 1150S " UNIT 115 SF �' l - -- 1, 50 1 ~„, ... _.._ 1,1 i F'.. J 512x+ `~\ _ -_.J� . , ,,qo `1: - I1 1 1 i . I �_, ' _ t ,�.'1 f NO.OF STORIES: GATE ISSUED: 12/11/15 I 1/ t ='t. 1 �; \ t 3 __� �t' r 1 f 1 r (. ii.._ 12�,.'- -, .1.. I 161-i00)1_......_._ U 'T= 1 [. _..._ (6/ •#. t -,' ,i ' �.J ( I ' ._._1 ) _____-- 1 : .-... 1. :� (6/:v : S i �1! .)--. ._.._, ALLOWABLE(TABLE 503): 2 STORIES -1- ", I Ak _ SPRINKLER INCREASE ONE STORY i I- --._ __ [-, .. ,....1 9 I - - e' I I : ('1 I•. rd t .. '_ .... _ , - i1.-_--------_ SECTION 1029-EMERGENCY a.:.,,$ .f° r l u I I I ! �_ f -i _ 1 ..__.. .. 7 t .: I i o -+'x �'� ] I j -... . __- :=.._. -::I - _._:_' . ..._ - - - 1. TOTAL ALLOWABLE NO.OF STORIES: 1 STORY INCREASE WITH NFPA13 ri �w ._...� 1 ,e .-1--.._. _ mow ®r, EMS -= ESCAPE AND RESCUE. I- -- ' -ti )t,. �� aw,r <i f 3 i i :-111°\11 I: t-- __-_. „ I ,L Al: II U I l.I._---I..I [Lai I i, : ------.1 1 . - 1 I ...__I. ( 1`[ L `� )' - j - ir_f (SEC.504.2) € b i I I SLEEPING ROOM WiNDOWS ` I i 1 �, ! I 1 I __ill 1 .. _....I I 1 f AT THE GRADE PLANE MIN * \ °�'== `- ; i .� ; i t. t} 45 I I' I! _• 1 UNIT .._ , 1 = �: 6 j ll, r -. SIT.. :. ( ) y 1 '/ 1 i 1 (iinil 1 f1 r , ACTUAL NUMBER OF STORIES SEG.502 3 STORIES,OK r � ~� I '''.-E ; '-_1, m 1 5,0 SF CLEAR OPENING �r� i t ��-- - f .rE 111::r -..-; TY-� ».___,, \. i n -:. .t.._I 1 €I s TYP i� f �Sr�, ir-----r----:I..�_... �. TYP B ]� .-- L .,_ - I�< ' _ aft �� 11 -_ / l_. ] AE E �. •.15APT BLE- 110 . .: _::.... __.ADA' AB _ „� DAM.... -1, (TYPICAL) �_ _ i4y�AP 1 BLE" AB: �1 ADAP ABLE -- 1 ,� ADA(�TA CE 1 o s ! _J 1 `'• s `4t_ s s -- OCCUPANT LOAD: SEE CODE ANALYSIS PLANS. c, i UNIT - i UNIT ' / ..._.-,.._ I i `~ ! ® 1 - UNIT - UNIT h,/ I, g --- *� 1.:1 0 -1 I I 1150 SF ,� c( i {_ t, �.7 j 1150 SF (SEC. 1004&TABLE 1004.1.1) s ! j 1,150 SF 11 1,150 SF , 1 ' i ® s 1 3 / 1,150 SF 1,150 SF s -- 1( (�/200) 1 (7/200) 6/200) (6/200) 7 1200) 1 ( /200) 0 } I s {6/2pp) II (6/200) ;, # s s I I s s _ 0 TYPE OF CONSTRUCTION: TYPE VB ' 0 I ;.. :aI 0 l , _ 1 I L.. RESISTIVE REQUIREMENTS0 HR 1 1 r- - 4 1 _�.-_ ._�_. I �_ __ - 1 -��- 4-.: ._, , ,_•. _� -,.41., I - - -- I > ...`> I V 1 (TABLE 601) EXTERIOR BEARING WALLS 0 HR a \, I ,. i c .t �`` ..I I ,---7--i, ,µ_^. ` 1 ,t !•-+i ,, . `-,, i INTERIOR BEARING WALLS 0 HR } \> •.--... -- Er/ ! E _R�]M; DECK DECK ._: ECK EXT.NONBEARING WALLS TABS 602 DECK--__I s DECK DECK - DECK DEt -c ( .. __ 1 ,. �__ ._ 1€ - � '' INTERIOR NONBEARING WALLS 0 HR FLOOR/CEILING 0 HR ROOF/CEILING 0 HR t 0 g OPENING PROTECTION: (OPENINGS ARE DEFINED AS DOORS,WINDOW, n: - (SEE PLANS FOR LOCATIONS) AND DUCTS,SEE DOOR AND WINDOW SCHEDULES. o ONLY THE GROUND FLOOR UNITS ARE TO BE ONLY THE GROUND FLOOR UNITS ARE TO BE A001 ADAPTABLE PER 1107.7,1.1, SEE ENLARGED SEE DRAWING 20 THIS SHEET ADAPTABLE PER 1107.7.1,1. SEE ENLARGED SHEET: F. 20. BUILDING Al AT FIRST FLOOR UNIT PLANS FOR DETAILS 12. BUILDING A2 AT FIRST FLOOR FOR MORE INFORMATION UNIT PLANS FOR DETAILS SMOKE DETECTION AND FiRE ALARMS: PROVIDED PER IBC SECTION 907 LRS Architects,Inc. 2015 as mememoser -?- SCALE: 1/16"= 1'-D" SCALE: 1/16"= 1`-0" CARBON MONOXIDE: PROVIDED PER ADOPTED CODE SECTION 908.7 c RADON: PROVIDED PER ADOPTED CODE SECTION 1812 _a 0 m N APARTMENT BUILDING Lns . CODE INFORMA TION . BUILDING TYPE: APARTMENT • (310.1) ARCHITECTS • GOVERNING CODE: 2014 OREGON STRUCTURAL no NW DaVis 221./121 M SPECIALTY CODE • Suite 300 503221.2077 171 Portland OR 97300 Www.Irsarchttects.amt FIRE SPRINKLERS: NFPA13 ALL APARTMENTS (PROVIDED IN LIEU OF AERIAL ACCESS PER ARE MARSHALL) 'l0Re CONSTRUCTION TYPE: TYPE VB r'J� (TABLE 601) 3540 . �'� ` DANIEL C. PURG!EL OCCUPANCY: R-2 /,(_p ,.. 3 (310.1) 14� T GENERAL NOTES ` ry�� "° OREGON o 1. THIS CODE ANALYSIS PLAN IS FOR REFERENCE ONLY. SEE ALL O V NL OTHER PLAN SHEETS FOR CONTRACT DOCUMENT INFORMATION. THIS CODE ANALYSIS IDENTIFIES SOME SPECIFIC BUILDING CODE REQUIREMENTS BUT IS NOT INTENDED TO LIST ALL BUILDING CODE REQUIREMENTS. 2. SEE SITE PLAN FOR EXIT DISCHARGE, PROPERTY LINE, PUBLIC CONSULTANT: WAY LOCATIONS. 710.2 DWELLING UNIT AND SLEEPING UNIT SEPARATIONS IN BUILDINGS OF TYPE IIB, /IIB AND VB CONSTRUCTION SHALL HAVE FIRE-RESISTANCE RATINGS OF NOT LESS LEGEND SECTION 705.5. THE THAN 1/2 HOUR INBUILDINGS EQUIPPED SECTION 1009- STAIRWAYS THROUGHOUT WITH AN AUTOMATIC REQUIRED FIRE-RESISTANCE SPRINKLER SYSTEM IN ACCORDANCE WITH SERVING AN OCCUPANT 1 HOUR FIRE PARTITION: SEE CODE ANALYSIS PLANS FOR RATING OF EXTERIOR WALLS LOAD LESS THAN 50 SHALL "� - SECTION 903.3.1.1. SPECIFIC NAMES OF IBC WALL DESIGNATIONS.ALL WITH WITH A FIRE SEPARATION HAVE A WIDTH OF NOT LESS SECTION 708.4 EXCEPTION 6- pISTANCE GREATER THAN 10' „ - -------r ---. THAN 36" FIREBLOCKING OR FIRE RESISTIVE OPENING PROTECTION AT DOORS, SHALL BE RATED FOR ,,®/,I/ , irr`/ ® / / NFPA13 SPRIN . ] 40. /ii . :firi",,,..)-#.441;Aiirst,,,,,r1. ,,;:r...-,.... ....„-i„,,,::,, .' �I �� r 771 fel) -_ / !®-- _3�// .._... . .4:,4_, „:, ► �/�'�. /./ I® /.Q ' 4o �•r. , IYI //I///// ! ESOUND.WALLS PARTITIONS, �. �, A il . :. SECTION • 1207:2 AIR B .1r,;1//76".ir :. ----- - APPLICABLE. ,. _,lir .40- , :... .1 Y// / � !// *. .:' Al, ( = ?I j ��/ AND FLOOR/CEILING ASSEMBLIES SEPARATING �� , / �I- € 3 4E € _. I - I €. i- aJ I , DWELLING UNITS FROM EACH OTHER DR FROM PUBLIC , �Iw. �i. +,` i, cow,. I " ,� it �: ��a�t.+. g i UNIT 1 + I I " I UNIT 1 �/' 1, + • I€ • � , -y� NONRATED WALL:AT NON-BEARING INTERIOR WALLS WITH G �7 I € I e '��r ORS=RVICE AREAS SHALL HAVE A SOUND 'a ' 6 I `+ V t.. { it I { I / -� N1T I`'. I { UNIT 5 , UNIT 5 + l[ ..l UNIT 1\ NO OPENING PROTECTION REQUIRED AT DOORS,WINDOWS, 44 703 SF +. 1 + . 703 SF / 11#04, ' I it / >/ . + UNIT : UNIT 3 " 4 TRANSMISSION CLASS ; ;1 4, 703 SF 1150 SF 1150 SF .' 703 SF v DUCTS, PENETRATIONS,AND JOINTS UON. SEE WALL TYPES w (4/200).......: ... ,t /_ ,++ `. , .. �' 3. +y' - \.r. (41200),: I • • - ;'_` II { 928 St - II 28 SF " --,. I .; r (STC)OF NOT LESS THAN 50(45 IF FIELD TESTED)FOR I � r I,.,, '141200 f + + - (6/200):• Id (61200) 2\ , (4/200)\.I I -- SEE STRUCT, : i (5/200)' A. r -.. .-_...- . .:,.. 200 I � I AIR-BORNE NOISE WHEN TESTED 1N ACCORDANCE WITH €- a . . -u. 1Qj� + �4 P I ASTM E 90. PENETRATIONS OR OPENINGS 1N f ". ++ [/�• . -}-cr I` ... ,79:-.0.11� � i ! t % ♦ ; "o {.. f 4lc � !1:-- ' P'� . .. r \--- . € `-`� * A ; l '�"�"� I '�a_ _f - - '{ f I - a / � '� r (_ " _ _ y „�„ €_. _� �+ +{ i I CONSTRUCTION ASSEMBLIES FOR PIPING; ELECTRICAL �' -,.: - _, .`+ " .,,, 7[. ...`� \ 1 { ..-. ryr. J�,; •II ' ^+'A ,.I ..� {F_ ;' It? -_. � ! J'• [ ! J t i- + I. 1�+' .�. F !� .7 , ` +a aqii.-1F1'-' DEVICES; RECESSED CABINETS;BATHTUBS;SOFFITS; OR ---_,..-1 .-119-P. illk _ i�.r W ( l-� II' ... '. -_: x HEATING,VENTILATING OR EXHAUST DUCTS SHALL BE :1'_.. ', .' :,. 4. 161 . .. I ! ] ( I l ,..... .__ cta ..- : �. '+ - --- ,....�. _ #• ..�.. . - lllllllll�llllllllldli ,..... .. ... . . � . � � � .. ,�. � lil � :. � + , I � � I� � .... + x : �� � -__,�• _>_._.., SEALED,LINED, INSULATED DR OTHER ._.�,�.,...�. "1" ...^ � ..�r :. [ 1 • ,_ �m�a:.,�.:.�,,�> . ..�,�..,� (tea, �� , •`�9 I "{�� ! 1-� __._- --!•.� ] - :I I {♦.a{ .1 I'll ' i :+a aF.17701-1 - .w,,,.-! - .. F S...gbd.'.......-.r I � � I �' }r I L4,,,\„ . _.L . 4 .1 . -- ,,____ ___ ,1 . +{ ¢{ 114,../11, Y r � . . 1 .... �.... <+ + Ik-- r� w� 1 4207.3 STRUCTURE-BORNE SOUND. FLOOR/CEILING � i) ] '€ ]- _I _ �_ ;: `+° �• w r , --- - - ! t ! {+ .+ F.' :.; °� �' a"' +" l °� -�. ASSEMBLIES BETWEEN DWELLING UNITS OR BETWEEN A - -- =--11----' I� z ¢-" V '.�� - • ~ +` zE .. C _ I- :\ : ----- UNI IIljit J NIT 3 -'' !; / DWELLING UNIT ANDA PUBLIC OR SERVICE AREA WITHIN _ ; ° UNIT 5 �' • } ,�.... . T __..`' \ -'R *4'tr4. - •,''' . .II = UNIT 1 : r. \_il. •+ I • I J UN) SF -• +'. 928 S` J : 928 SF I + . THE STRUCTURE SHALL HAVE AN IMPACT INSULATION , % UNIT T {" 1150 Sf II I mo ,, +° il /' UNITY v`, = ;t * ,,►�, 703 SF ;•'r�r j +: I + t 03 SF " - " .. . i', +` +a: ` (5120�I I (5!200)` /1� CLASS(IIC)RATING OF NOT LESS THAN 50(45 IF FIELD 7D3 5F,% (6/200) ;€ (61200) I [71 703 SF ,� I ' ,+_+ ♦ I I / 11 .. ¢+ I • ( i IL'51 3l TESTED)WHEN TESTED IN ACCORDANCE WITH ASTM E e € r +. €€ I / �'! " . , _ a. I i I _.44;0, '€ "I& : �, �. �� /' !-..._..... i , :. ! 492. __- -- 1 - a -I,m_,,,! € s r • a<_+. i !'_ _______ PROJECT NUMBER 2150/9 i AriGH • ;I : �oi_/_.. i 1i ' - I / r..cii s , ice! ice/ �'_„ . � _...„____ �, „,„ /,- , I--:_,0,, ',err*f.." ir4r).1)1° ) i•,.b. 40.71771, wrArd eifi / I� _ �" _ ,,,, �; .. Tigard Apartments SECTION 705.2 PROJECTIONS. rit A 10,AW}/#4y, [ / d / .I _,. � �7 I- EXTERIOR BALCONIESLay. ! �� ---- _-_ .- A �j 1 EXTENDING BEYOND THE FLOOR (2/200) ROOM OCCUPANT LOAD/OCCUPANT LOAD FACTOR PER AREA SHALL CONFORM TO THE TABLE 1004.1.1 REQUIREMENTS OF THIS 135thandC O s Ferry, SECTION. = Tigard, OR SEE DRAWING 18 THIS SHEET 18. BUILDING A3 AT THIRD FLOOR 10. BUILDING A4 AT THIRD FLOOR FOR MORE INFORMATION SCALE: 1/16" = 1'-0" SCALE: 1/16"= V-0'` SECTION 1026-EXTERIOR SECTION 420.3 FLOOR/ STAIRWAYS. CEILING ASSEMBLIES SEPARATING DWELLING SEPARATION BETWEEN THE BUILDING AND THE UNITS IN THE SAME BUILDING STAIR IS NOT REQUIRED WHEN PROVIDING 2 APARTMENT SHALL BE 1 HOUR RATED EXTERIOR STAIRS CONNECTED BY A BALCONY. FIRE BARRIER PER 1026.6 EXCEPTION 2. BUILDING CODE AREA CALCULATIONS 14 € y , �� � � ,, NOTES t4. DECK , DECK Ii DECK __, r ;♦- ;ry ,,�€_ ! ;'' I: I; r ♦ '� I 1. SEE CODE ANALYSIS PLANS FOR ACCOMPANYING INFORMATION. CODE INFORMATION -------, H________) �s ;. ... - 1SOME SPECIFIC REQUIREMENTS BUT DOES NOT LIST ALL x,..;¢:..r ._._. ._ ] ] ! 1- II f_ `€ it 1 INDICATED BELOW ONLY LISTS I... , I ,,..',:,,...„::,,:i:.,,, . , - _ . I i F I i }� r .:1 : ... BUILDING CODE REQUIREMENTS. ' .+ ii I +.,s, i i lI I l±±÷1:::':÷ a+ **- Il ': :a II -II 1€ 2. NONSEPARATED USES ARE PROPOSED FOR ALL OCCUPANCIES IN ACCORDANCE WITH1----Hr- + . •+ <: al UNIT 1 ! 11 " + ; 0 1 1 • ! HOLLAND " € s UNIT 1 I a .` ' UNIT 5 l is DECK 703 SF I "+ - - I I UNIT 5 !! II 1 UNIT I 1 4!200 1 DECK it DECK + \ I i` 4 - I - SECTION 508.3.1. PARTNER ++ `" UNIT , �/ I 1j UNIT 3 ++i{° a_ 703 SF Ii 1 703 SF { + { - ---_� 1150 SF ]� 1150 SF I a 703 5F ,- III + d"- • ® I �v 1 OCCUPANCY GROUP: CHAPTER 3 R-2 ' -] (4/200) f` v++ ';'" __ 928 SF , ,,• 928 SF +i'i"{ (41 00) (4/200) f _ (6/200) / L� (6!200} ti°,. �{ (4/200) ( ) I� -. --- + + d--�, I!(' �� i I ! - + { L-I�__._.. _._ . +. • • - + G R O U P ri j `I l! .i._...: -1 +" •ti, • (51200) .- - . H 31 .. E:... 1 (5/200)1 -4,i4,: i ,0_51 i ;i ♦ _ - -_ i .i................._._ - �� ' L + - , , . + _" ,� ♦ -_ - [- SPECIAL DETAILED REQUIREMENTS: r I " a i 1 '+'- + + - Main St#500 I� fI r �FF�" g� t t + s I I t'..I F 3 1._.I I I F A, . • `� -i I ] ,-+ r� J'. ji \ a + �_ ,IAn,( • I r (CHAPTER 4):SECTION 420-GROUP R-2 DWELLING UNIT SEPARATION ARE FIRE 1111 a- 1 € I i NSHORIZONTALEP ]�ATlOiV Vancouver, V11A. 98660 - .. , i -- - �I {+ �' :;, i I I PARTITIONS. SEPARATION ._1.---r,I : I a .. { ,, , I.w�,ra,. I \- I 1 - fi I 1 rr- Il �} I, --,.. I._r I• + + 3 I � I f '� { f i l ::" F+a ,��.._ __.:�... „ € ! + + � I , ._ I� ", . 1 ' PI 9 + + 1 v E Phone: 360.649.7888 1! (._1.___-_-_71„1 :.. •�I. +{< " ! ,, PER 711 �q �,.� , 0-,�.I € 1 LIt €g am i .il �{ 3 e I €€ --, - (pit: s!r + "'-+ + El -I! ': < (lei .L t,o !(--.'� '10'''1�.� > 1 S�.Y '+-. - i ' 'J�,-----.."� i! !'-- �^' - �:�1 1. I _ ¢{ ++ ' .... - -m ;� E .. +;' '•� i�I€ !..._.......... ...� .,. �� �iL.: ,. -+f :...,_q� Ii w i 9 ‹ t � .. ..`i....ry. ,� � 'r -" i I 1 I- ;I . '. . 17797.177 � � -Ti �L� §:-J1 � � ( 'I�l"' 4"Tni � ��� -t--." * "I{ w.1 5 I I ,wJ h t 4+, a i"� �� I` I1 r + �`._ , 1111 1 .r` _ I _ + _ I hII 1 r° ++ 1 I 'l i 4. _ , 1i CONSTRUCTION TYPE: �` \ 1 '. :...:+:, a ! -...�] II 3 i� !' � ai + 1 I I 1 -_, - i. ' I _ I [ J k ��; �' i I i Ii_....._. 1 .... i E )� �/ ' ..i_ .* Q I I s I i ;« m ,� � REQUIRED: TYPE VB SHEET TITLE: • I _ � r ++<a i SECTION 1029 EMERGENCY 1 ,r , ,,- .1.11 [ `+ I -._4_,...,..,_ + l IE .. I J f+a-. �'� �, + + .+ ) l f PROPOSED: TYPE VB ._. , i. : a -- _ I , r` rF , ! AND RESCUE. r _ - I ,. ......il� . �. = ! ,., � _ [ ESCAPE , a + - + _ s !I - + .... 1 P iJ II I(':5; ''+ aA+ + i :3 ? r , 1 \ + ( ice_ _- !I SLEEPING ROOM WINDOWS I IiI �I! Lc :! ] �._- :IALLOWABLE FLOOR AREA SF CODE i' 1I '1 ' " ° ` UNIT 3 yi::: 11 j iJ I... UNIT 3 :+:•.: + + ABOVE THE GRADE PLANE, �i 1 l °+ �" ° UNIT 5 �?I I"� UNIT 5 ® i f i BASIC R 2. 7,000 ® - UNIT 1 1150 SF 11 1150 SF _4 UNIT 1 1 ... (TABLE 503SEC-503): ..... . UNIT { + + I _ + + UNITY • ;- �� -+a • ANALYSIS *•+ 928 •$ '- MIN 5 7 SF CLEAR OPENING ! r - 1! 5 DEC ! 703 SF i +4..{r i f - °. I 703 SF I 8 SF + i (61200) (6!200) ] I IE! x• 703 SF "" + ' 1200 703 SF !I DEC rECK ri 1 ;; '+++ . + (5120 t ) + + ,3 ! K II (TYPICAL} K I I,g- 1;1 +; +41200 a 1 rt _ I ( ) I !lII I! i ( ) I , • • a (41200) _] ( } ! ,. -• , ° ' 41200 41200 l MODIFICATIONS: EQUATIONS PER 506. 506.2 1 '1_1 + 1 ! + : Ii € II ii I I: 4. I, � L.=, '• )I 11 1 AREA MO 1 I t; = _ I Il �JI _IL 'i , F l 1 - - (SEC.506): iI • , , II I 11 ALLOWABLE AREA(Aa)PER STORY AS PER 506.1 (FIGURED AS NONSEPARATED USE) .., ,•!,,,,,,,,. 11,, _ Ii LI DECK DECK - € _.- LDECK t lit. ( 1 1 Ir (3 STORY R-2 VB FULLY SPRINKLERED WITH NO FRONTAGE USED.TABULAR VALUE OF €J�.� v.€ - .' ,. �,:t ,_„------J, _ ,_ - : ' R-2=7000 SF SECTION 705.2 PROJECTIONS. EQUATION 5-2: FRONTAGE INCREASE EQUATION 5-2: FRONTAGE +SPRINKLER INCREASE EXTERIOR STAIRWAYS (SEC. 506.2) (SEC.506.1) , Aa={At+ [At x If]+ [At x Is]) NOT USED Aa= [7000+1[7000 x 0.75]+17000 x 2]) Aa={7000+ [0.0]+[14000]} SEE DRAWING 19 THIS SHEET Aa=21000 SF /� FOR MORE INFORMATION 19. BUILDING A3 AT SECOND FLOOR 11. BUILDING A4 AT SECOND FLOOR _ TOTAL ALLOWABLE BUILDING AREA(506.4.1) Aa x 2 FOR 2-STORY.Aa x 3 FOR 3 OR MORE STORIES SCALE: 1/16"= 1'4" SCALE: 1/16"= 1'-0" =21000 x 3 =63000 SF ACTUAL BUILDING AREA: (SEC. 502) BLDG Al: 31,740 SF;OK .....M, t : :� :ffi: 34,500 SF;OK 3,E W +. F u -,� 9�-£ - ,..I.:.:.a..... 1 ! "•. ;.... .i ! ! r.. .} ..... _ BLDG A3: 25,872 SF;OK r ' DECK i DECK , r c 7 DECK _ ! DECK BLDG A4: 29,124 SF;OK ! `'� la F ,..... /1 I € ::a` BLDG A5: 30,708 SF;OK r I, l I .. 1 1 P 1 JI 1 I ;I li I I `- sem 1 I ted �.. • r:r0- _ il - I It y II� 1 1 I � 1 III � i r 11 i i i_ W! _ 1 -! I ! TYI7E B _ 4 1 'CYPE B " DECK DECK E1B1 III- Il !T = UNIT 1 Q ' DECK ' .. TYPEIB I! TYPE B I I UNIT 3UNIT 1 ! Ii TYP 1 I . I • I TYPE B 1 I TYPE kB • I '2 1 TYPE B ' DECK BUILDING HEIGHT: I I ALLOWABLE(SEC 503, 504): TYPE V-B: 40' ADAPTA j ADAPTABLE • • I • Ap 1PTABLE [ ADAPTABLE /�� _ ADAPT ADAPTABLE I ® ® I ADA P` B I ADAPTABLE g" ACTUAL: TYPE V-B: 38',OK O - ' UNIT �� 1J1,�IT I `, 1 ! \ UNIT L. UNIT ! I,� ,i 1 DflAWM�{; MJW €; 703 SF i • • { - 703 5F ,- �_._ 703 SF 1'� � • i i I j �k _. -. 703 SF �[ �r 1150 S -- t 50 SF `"" L7€ NO OF STORIES: ( � �I i I\ 1928 SF (�_ 1 --. i �. . .. .. L' }928 SF I f (417Af?�,]J rr-�. € itit°1- r ( ) r 4128 1 1° 00) A. • ..,,,-„ ---- *-17,- (5/2010'; =€ I, f' I `. t ;r 20 1 } �} I (7 �� I , ALLOWABLE(TABLE 503): 2 STORIES a' ` - -- ^- r-d02 Ile • ._ €_ - - €... DATE Dr 12/11/15 I I I [ i � i 1 I _ 1' I I T. '� SPRINKLER INCREASE ONE STORY C7 r 1�` I ' 111-----„-i I `� mei` I ` •s ' TOTAL ALLOWABLE NO.OF STORIES: 1 STORY INCREASE WITH NFPA13 J. fSECTION 1029 EMERGENCY s ��� Li 0 I I - - !� �� 1 ESCAPE AND RESCUE. r € € _.,. , _I I! ( EC 504 ) t Ir r � ilAl■AA I j = i 7110 €, I = i ;: ` k4 J i i �� ' I o.._ t I�iNM � • ., , r+....-... S .2 III ! i I I€ ! € 7. 1- SLEEPING ROOM WINDOW ]€.� N[ ! .. i AT THE GRADE PLANE,M S P"_".-. p U ! L. __ • IN if I aim3 UNIT 3 '_.e! � ? r. ! ;/5 _ ___t-[ .,. I`? 5 - :- '° ACTUAL NUMBER OF STORIES(SEC. 502) 3 STORIES,OK � : L ! V - - ,-, tirri i _ :....OE A -II -. ' , TYPE BIZ) 5... ! : 1 I 5.0 SF CLEAR OPENING :1 tw l , ;, � . ' lI PT_ 1 ( TSI EA L � � . ADAPT�4BL I ..... '° IaDAPTABLE �\ ;r-r, Imo' (TYPICAL) m{ I�°i- �'` ADAFfTABf E j�h` APIA .E� i e� E Ui I , -TY € # OCCUPANT LOAD: SEE CODE ANALYSIS PLANS. - ID t [ UNIT '• i' K11T 1 y ° UNIT �T UNIT > �`f r ADAPTABLE • (SEC. 1004&TABLE 1004.1.1) ADAPTABLE ADAPTABLE L ADAPTABLE i i I � . ' L I , 928 S i 1 f --- $SF s I 1150 SF i 1150iL.„. F -+m0 r DECK 703 SF =•9 I ® ® I i , • ' 103 SF 703 SF 4 € I • iI (51200) (61200) € (6120 I' , (51200€� DECK DECK ' DECK TYPE V@ , (41200) I -.Il • €I I: i €. 1 (41200) (41200) 1 1 •I ! -I 1 1€ I 1 i4/200) TYPE OF ONSTRUCTION: .__- I i. - i 1' I it I 1 Il ..•.'•. -_• I .-- .. I I I! I - FIRE RESISTIVE REQUIREMENTS STRUCTURAL FRAME 0 HR G L..._..._. I - -_ 1 ....,.......L:.r.:r fl • '- L I 1 ---� ' I ---,,A 1 ' ,.T---_� ...- �.... II x I I I I _ - I 1 I (TABLE 601) EXTERIOR BEARING WALLS 0 HR I ,. ,.,4_, E-, m �� m�� H I '� - lk { I INTERIOR BEARING WALLS 0 HR ti , -, x..'` i DECK'-1 DECK 0 HR TABLE 602 : . DECK DECK - .� .. I EXT NONBEARING WALLS I __, LLS +... - - r -� ' INTERIOR NONBEARING WA ry 1:I - { max.: - ; G :..: • rt .. „r I-4 ai,. .. .; 3 FLOOR/CEILING 0 HR ROOF/CEILING 0 HR c m m 2 a OPENING PROTECTION: (OPENINGS ARE DEFINED AS DOORS,WINDOW, (SEE PLANS FOR LOCATIONS) AND DUCTS,SEE DOOR AND WINDOW ISCHEDULES. ONLY THE GROUND FLOOR UNITS ARE TO BE ONLY THE GROUND FLOOR UNITS ARE TO BE A002 ADAPTABLE PER 1107.7.1.1. SEE ENLARGED SEE DRAWING 2D THIS SHEET ADAPTABLE PER 1107.7.1.1. SEE ENLARGED SHEET: 20. BUILDING A3 AT FIRST FLOOR UNIT PLANS FOR DETAILS 12. BUILDING A4 AT FIRST FLOOR FOR MORE INFORMATION UNIT PLANS FOR DETAILS SMOKE DETECTION AND FIRE ALARMS: PROVIDED PER IBC SECTION 907 LRS Architects,Inc.Q2015 SCALE 1/16"= 1' 0" SCALE: 1/16"= 1'0" CARBON MONOXIDE: PROVIDED PER ADOPTED CODE SECTION 908.7 0 RADON: PROVIDED PER ADOPTED CODE SECTION 1812 APARTMENT BUILDING CODE INFORMATION LIM rilirS BUILDING TYPE: APARTMENT (310-1) ARCH I T E T S GOVERNING CODE: 2014 OREGON.STRUCTURAL 720 NW Davis 5012221.1121 SPECIALTY CODE Suite 300 5032212077 ❑ Portland OR 97209 uVWw.Inlarthitects.corn FIRE SPRINKLERS: NFPA13 ALL APARTMENTS (PROVIDED IN LIEU OF AERIAL ACCESS PER FIRE MARSHALL) )t ( CONSTRUCTION TYPE: TYPE VB (TABLE 601) - r'\ 3540 �..,?2 DANIEL C.PURGIEL OCCUPANCY: R-2 (310.1) (/� • GENERAL NO TESPQRikAND,OREGON 17 o 1. THIS CODE ANALYSIS PLAN IS FOR REFERENCE ONLY. SEE ALL OV OTHER PLAN SHEETS FOR CONTRACT DOCUMENT INFORMATION.THIS CODE ANALYSIS IDENTIFIES SOME SPECIFIC BUILDING CODE REQUIREMENTS BUT IS NOT INTENDED TO LIST ALL BUILDING CODE REQUIREMENTS. 2. SEE SITE PLAN FOR EXIT DISCHARGE, PROPERTY LINE, PUBLIC CCWISULTANT: WAY LOCATIONS. 710-2 DWELLING UNIT AND SLEEPING UNIT SEPARATIONS IN BUILDINGS OF TYPE IIB, IIIB AND VB CONSTRUCTION SHALL HAVE FIRE-RESISTANCE RATINGS OF NOT LESS SECTION 705.5. THE THAN 1/2 HOUR INBUILDINGS EQUIPPED SECTION 1009. STAIRWAYS LEGENC) REQUIRED FIRE-RESISTANCE THROUGHOUT:WI_UI AN AUTOMATIC SERVING AN OCCUPANT SPRINKLER SYSTEM IN ACCORDANCE WITH RATING OF EXTERIOR WALLS SECTIOii N 903.3.1.1. LOAD LESS THAN 50 SHALL - L•- 1-HOUR FIRE PARTITION: SEE CODE ANALYSIS PLANS FOR WITH A FIRE SEPARATION HAVE A WIDTH OF NOT LESS SECTION 708.4 EXCEPTION 6. SPECIFIC NAMES OF IBC WALL DESIGNATIONS.ALL WITH DISTANCE GREATER THAN 10' THAN 3fi" FIREBLOCKING OR FIRE RESISTIVE OPENING PROTECTION AT DOORS, SHALL RATED FOR •'/ PP ► DRAFTSTOPS NOT REQUIRED WINDOWS, DUCTS(WITH EXCEPTIONS), PENETRATIONS, EXPOSURE BEE TO FIRE FROM Wit"" � ' � i E ��, Amor WITH NFPA13 SPRINKLERS. AND PROTECTION AT WINDOW SCHEDULES JOINTS. MECHAN CAL DRAWINGS DOOR AND THE INSIDE. - ,4 1VA W441' 41 sr, �_. _ PENETRATION DETAILS,AND JOINT DETAILS WHERE �__ j,__.____......._..__.__.__. 1 li, 60 j� 4 ` SECTION 1207.2 AIR-BORNE SOUND.WALLS, PARTITIONS APPLICABLE. \ / 074717 'y"�'®'�" �" ' d�,,Asior �, AND FLOOR/CEILING ASSEMBLIES SEPARATING + ��II ;' I • trafferir DWELLING UNITS FROM EACH OTHER OR FROM PUBLICTIIJI / I j ' �_ A Iii ! - J ; *} l', 'f .- _-.. : UNIT7 _ + NiT 7 �r.\\ ..- OR SERVICE AREAS SHALL HAVE A SOUNDNO OPENING PROTECTION ARIIR INTERIOR WALLS WITH NONRATEDLL'AT NON-BEARING + I ! [ ! I ROT ION REQUIRED AT DOORS,WINDOWS, �. 5F ++ : I, I I 124• SR TRANSMISSION CLASS t I ii ! ® 'I ! I k DUCTS, PENETRATIONS,AND JOINTS L10N. SEE WALL TYPES. ! + ++. UNIT 2 ;' UNIT 2 ++ 1 (7 0*) (TSR AT OF NOT LESS THAN 5O 45 IF FIELD TESTED FOR ! I + .` ® • �1 ( ) _( ) SEE STRUGT. �' L,. 740 SFI 740 SF > �,�� s \ + ,-! --r I + _1- AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH 'I! ,I . ) ® / .,+`.a' I ` (4120) .\, 1 ,� '•-x}11210) - 11. .1+y ++. --s� o 740 SF \�_ ,, , I� ASTM E 90. PENETRATIONS OR OPENINGS IN ! _- ( f. ...... 1 •+i `r '' ' J it • \ c ! + + - - ,z....-.,,u } �1 ^t + , 14 0) l I CONSTRUCTION ASSEMBLIES FOR PIPING; ELECTRICAL -+ + - Il t � �� . II. ! ,+ ,, t s� I :- ! �� -el' DEVICES; RECESSED CABINETS; BATHTUBS; SOFFITS; OR r ! .. I ! 1 _ j I L , �'I: I + +` [1t` ; : - I� f : , I] � Ta ++ +" I�`I ii1,>.-- HEATING,VENTILATING OR EXHAUST DUCTS SHALL BE i1 1 ... .. U - ' .-... UI + ,r t_ ...' .--.■ -... '"" _.i.7. :0 1 "r,! :..... ` ,,+ 1(-- - . �y 1.1 l �,! 9 SEALED, LINED, INSULATED OR OTHER L . ' ' r n---SPI f` 4 _ ! T r I' + •++. ...�1I. ._ - L. I t' +,, 1 1207.3 STRUCTURE-BORNE SOUND.FLOOR/CEILING ...." ---'• - _° ` :�� -,-__`�` r , ASSEMBLIES BETWEEN DWELLING UNITS OR BETWEEN A DE •t ;- 1! /' T 1 +* - DWELLING UNIT AND A PUBLIC OR SERVICE AREA WITHIN ® ° C r J \,_ d -r._J .. + t .. ® +4 +, � � E THE STRUCTURE SHALL HAVE AN IMPACT INSULATION 4 UNIT 2 [ UNIT 2 / .1:__ F� ; 4 + € € I - . CLASS(IIC)RATING OF NOT LESS THAN 50(45 IF FIELD I / ®,: i . • IT 7 1 ® + 740 SF !I 740 SF .+ fi' I ® IT'1 E: UNIT 7 I1 TESTED)WHEN TESTED IN ACCORDANCE WITH ASTM E / I' !1 + ' 1740 SF ,;,1246 SF 492. `'���/ �yy,�r ." 1246 SF + y 41200 i _4/200 ! . ; _/�_y 41PROJECT 1 N (712eo) o- 1E (41206) Ar x1200) r 1 NUMBER ! LtM13Ei� L l.'JV7� • e 1 .`` `.. .........::....... ->~ 'r. �`_1^ 1L--i I C.,�I�n� '. .~3 4 gym..,.,......... i� / '' /JJ/ ' /yy� / Tigard Apartments ! , '/� � #0,79 : Fr . SECTION 705.2 PROJECTIONS. 0. IPIPM ._ l ..__ / 1; EXTERIOR BALCONIES ! �1� rjjJJ lir;Oa _ EXTENDING BEYOND THE FLOOR ` _ ,� '�' _.- AXTEREA SHALL CONFORM TO THE (2/200) ROOM OCCUPANT LOAD/OCCUPANT LOAD FACTOR PER TABLE 1004.1.1 135th and Scholls Ferry, REQUIREMENTS OF THIS SECTION. - - Tigard, OR 18. BUILDING A5 AT THIRD FLOOR SCALE: 1/16"= 1'-0" SECTION 420.3 FLOOR/ SECTION 1026-EXTERIOR CEILING ASSEMBLIES STAIRWAYS. SEPARATING DWELLING SEPARATION BETWEEN THE BUILDING AND THE UNITS IN THE SAME BUILDING STAIR IS NOT REQUIRED WHEN PROVIDING 2 APARTMENT SHALL BE 1 HOUR RATED EXTERIOR STAIRS CONNECTED BY A BALCONY. 14 FIRE BARRIER PER 1026.6 EXCEPTION 2. BUILDING CODE AREA CALCULATIONS ! I !i r. NOTES: ii iIpECJI( ; ' # . .pECI` j - 1. SEE CODE ANALYSIS PLANS FOR ACCOMPANYING INFORMATION. CODE INFORMATION I ! I 11 INDICATED BELOW ONLY LISTS SOME SPECIFIC REQUIREMENTS BUT DOES NOT LIST ALL it ~ .: d it :.. I ._ ,..._._ ;i I......_ ::.-:,.... 'ht : , ' €T - f ��, :t,,, #+.. r- t Y € j BUILDING CODE REQUIREMENTS. DECK DECK b . ] I ! - ' " , UNIT 7 2. NONSEPARATED USES ARE PROPOSED FOR ALL OCCUPANCIES IN ACCORDANCE WITH • HOLLAND , s..._---.W, UNIT 7 + ! + !; SECTION 508.3.1. ® -1246 SF ,! @ +- UNIT 2 !I UNIT 2 ++ + • 1246®5F II PARTNER I19)SII ! -,.`. ',.- 740 5F I 740 SF °.: ,.*. I 1, (71200) �'• OCCUPANCY GROUP: (CHAPTER 3): R-2 y i' (4/200) �i-- (4/200) har + + ,� :.a I N ® GROUP "1 � ' + .+a-.d", \ ,r® N ��, it " + �ir.r. .« I SPECIAL DETAILED REQUIREMENTS: ,- + +; I I I [1 ! 1111 Main St#500 -- ---- + ' (CHAPTER 4 SECTION 420-GROUP R-2 DWELLING UNIT SEPARATION ARE FIRE Vancouver. WA 98660 F.. . . PARTITIONS.HORIZONTAL SEPARATION 7-7:Pre mm �I ` ' ! [ y '- +` �- I i PER 711 Phone: 360.649.7888 ` I j_LJ[ rL ' _ .4.0»1».. 1€ - ,'.- a..:..� EN...iil `�_.... .._.... .. .-� + + 1 L z 1 3 _.. r I L L (' 111 -1 _ - f,; r..._- , +,_ + "" [ I.. t ` '..l + Via :. ; ;�\: ... ION TYPE. ,: �€ I O€ ++I++ �--.t= .., 1_- E..I .) PTI �17 + + 1::- ___.._ iii. ) �€ CONSTRUCTION °+ ++ f .._EI _ it f+ +* � SECTION 1029 EMERGENCY PROPOSED: TYPE VB I F' ] f l�.xREQUIRED: TYPE VB SHEET TITLE: _I r r s r + 1 r T + - ESCAPE AND RESCUE. �' I� + + a 1 �.... r. T- + �: I .,.._ 1 '' SLEEPING ROOM WINDOWS CODE BASIC ALLOWABLE FLOOR AREA: R-2: 7,000 SF DEI?(( ,_iI o +}bt€ I �' UNIT 2� � 1 UNIT 2 .!¢+ +* : ° f 1 DECK; ABOVE THE GRADE PLANE, (TABLE 503,SEC-503): i '* , + + `! + , MIN 5.7 SF CLEAR OPENING Ma „_ `,� Im r +,�,.+• 740 SF l m I 740 SF - ++• j "" 1 4,,,.,:i..... ANALYSIS jj • 17 Ii ® + - (4/200) I (4!200) +- ++ (TYPICAL) is I • I UNIT67 AREA MODIFICATIONS: _.-]] I1246 SF 1'• 1 +' °+ • ! ! ._ °+ ++ .i 1246 SF __ EQUATIONS PER 506.1,506.2 (SEC. 50 ) 11 I (7/2$(1) I•..+'•1::• :: I i €E �'� ++ I ] ® (7/200) j 6 . .. .. .:».x ___ DECK 11.......... ---- DECK ---_ I !_� ' L „- [11 '-�-. � � I --a �-}� ALLOWABLE AREA(Aa)PER STORY AS PER 506.1 (FIGURED AS NONSEPARATED USE) I (3-STORY R-2 VB FULLY SPRINKLERED WITH NO FRONTAGE USED TABULAR VALUE OF am !--BECK Il --IS I , - DECL --- I- R-2=7000 SF EQUATION 5-2: FRONTAGE INCREASE EQUATION 5-2: FRONTAGE +SPRINKLER INCREASE SECTION 705.2 PROJECTIONS. (SEC.506.2) (SEC.506.1) , EXTERIOR STAIRWAYS Aa={At+ [At x If]+[At xis]} NOT USED Aa=17000+ [7000 x 0.75]+ [7000 x 2]} Aa=(7000+[0.0]+114000]} Aa=21000 SF 19. BUILDING A5 AT SECOND FL 0 OR TOTAL ALLOWABLE BUILDING AREA(506.4.1) SCALE. 1/16" = 1'-0" a x 2 FR2-STORY.Aa x 3 FOR 3 OR MORE STORIES =21000 x 3 =63000 SF ACTUAL BUILDING AREA: (SEC. 502) BLDG Al: 31,740 SF;OK BLDG A2: 34,500 SF;OK BLDG A3: 25,872 SF;OK ...... ..�.- ......... II I ...8.4. .€ :l aa.i.... _ - I BLDG A4: 29,124 SF;OK riECK I. W : I- I . !:: I �DE�. !I �- I! .. BLDG A5: 30,708 SF;OK I 1 ..._..... -- - _: I DECK , ! ;-fir L� _-- . - II I € r j! i r j Z ;1 ! ! I ._ .-. I • UNIT 7 Ii BUILDING HEIGHT: UNIT/ ,T--- UNIT 7 NIT 2 Ii Il'PE A r I I TYPE A ;; J _1 ALLOWABLE(SEC 503, 504): TYPE V-B:40' L. ® TYPE B TYPE B • ACTUAL: TYPE V-B:38',OK �,, MJW AP I / ADAPTABIE ° I ADAPTABLE ADAPTABLE 1 �� -- ! • 44141117.7-.1---.44----- J 1 t. _'_` --- -) UNIT " o R , . �. I i : UNIT I_ UNIT '^=- -__ ` • �' il; 246 SF '; E 1246 SF I NO. OF STORIES: DATE ISSUED: 12/11/15 - ® €!::W 7 I �' \. X40 5 ® -° Q r - ; (i/200'77-, � _ i 1.�) ALLOWABLE(TABLE 503): 2 STORIES ff�� o f t-I L J �> !` - ' \ - /) it j J SPRINKLER INCREASE ONE STORY si - !! J !! a, !, SECTION 1029 EMERGENCY U w i I ' n I i- '= I: # - =" r _ TOTAL ALLOWABLE NO.OF STORIES: 1 STORY INCREASE WITH NFPA13 u i I ESCAPE AND RESCUE. SEC.504.2 a � -�•---- r�, A - SLEEPING ROOM WINDOWS ( ) �� '._..r i,�� AT THE GRADE PLANEr• LT-7-H17ra_d V� I ; ,UNIT 2 ....,� ! ( ) i �, UNIT '4 ] ., -.j ,I pi .. f ! ! !F __._. i I ) c 5.0 SF CLEAR OPENING ACTUAL NUMBER OF STORIES EG. 50 3 STORIES, K 55 2 50 c., N1T 7iii b,rd ..... lid , - .'IP: - I � ".7, .. . - g 04.4 _ [.... ._.. ®...._� _. :...I I� (TYPICAL} I • PE B UNIT - UNIT �- PE) OCCUPANT LOAD: SEE CODE ANALYSIS PLANS. II m `� W' ` �� ! 740 SF 740 SF 7.,./: ADAPTAB 0 (SEC. 1004&TABLE 1004.1.1) r ® 'IT ' I (41200) (41200) i UNlTo ! TYPE OF CONSTRUCTION: TYPE VB a ! i 1`246 SF I � .) • ' 1 12467 SF J-_ �___ FIRE RESISTIVE REQUIREMENTS STRUCTURAL FRAME 0 HR (7120W _- -_,:!:- ) �� I. .E. . m (7/200) (TABLE 601) EXTERIOR BEARING WALLS 0 HR E- w 1---1 , INTERIOR BEARING WALLS 0 HR EXT. NONBEARING WALLS TABLE 602 ..:, DECK DECK ..._...x I '6 1L. ►ECK ! 'V �" - I INTERIOR NONBEARING WALLS 0 HR � ��� <. . €.._. ..�_;... .. " I�DEC . :--.: _-__- FLOOR/CEILING 0 HR ROOF/CEILING 0 HR 0 OPENING PROTECTION: (OPENINGS ARE DEFINED AS DOORS,WINDOW, (SEE PLANS FOR LOCATIONS) AND DUCTS,SEE DOOR AND WINDOW U SCHEDULES. ONLY THE GROUND FLOOR UNITS ARE TO BEA003 0 ADAPTABLE PER 1107.7.1.1. SEE ENLARGED SHEET: 20. BUILDING A5 AT FIRST FLOOR UNIT PLANS FOR DETAILS SMOKE DETECTION AND FIRE ALARMS: PROVIDED PER IBC SECTION 907 LRS Architects,Inc.©2015 SCALE. 1/16"= 1' 0" CARBON MONOXIDE: PROVIDED PER ADOPTED CODE SECTION 908.7 C RADON: PROVIDED PER ADOPTED CODE SECTION 1812 E m :, PLUMBING FIXTURE CALCS GENERAL NOTES L.=rS THE FIXTURE CALCULATIONS ARE BASED ON THE MORE 1. THIS CODE ANALYSIS PLAN IS FOR REFERENCE ONLY.SEE ALL STRINGENT A-3 OCCUPANCY. OTHER PLAN SHEETS FOR CONTRACT DOCUMENT INFORMATION.THIS CODE ANALYSIS IDENTIFIES SOME WORKOUT ROOM 628 SF SPECIFIC BUILDING CODE REQUIREMENTS BUT IS NOT ARCH I T E c T S GREAT ROOM AND KITCHEN 828 SF INTENDED TO LIST ALL BUILDING CODE REQUIREMENTS. LEASING OFFICE 110 SF 720 NW Davis 501221.1121 MANAGER OFFICE 410 SF 2. SEE ASSEMBLIES/CODE SHEET FOR CODE SUMMARY AND Suite 300 503221.2077 D WORK RROM 297 SF AREA CALCULATIONS BOTH ALLOWABLE AND AREA MAIL ROOM 400 SF CALCULATIONS. Portland OR 07209 wWw.irsa chited.cn TOTAL 2,673 SF 3. SEE CODE INFORMATION SHEET,AND OTHER PLAN AND DETAIL 2,673 SF/30 OCCUPANTS PER SF(TABLE 29-A) SHEETS FOR ACCESSIBILITY CONFORMANCE. 89 OCCUPANTS/2=55 MEN+55 WOMEN 4. SEE SITE PLAN FOR EXIT DISCHARGE, PROPERTY LINE,PUBLIC \D Mr REQUIRED: WAY LOCATIONS,AND COURTYARD LAYOUT(WHERE OCCURS). y MEN - 1 WATER CLOSET+ 1 URINAL+2 LAVATORIES. ,C-j� 3540 WOMEN -2 WATER CLOSETS+2 LAVATORIES. LEGEND DANIEL C. PURGIEL OCCUPANCY GROUP A-3 AREA p PORTLAND,OREGON . . I 71\_. OCCUPANCY GROUP B AREA OF O' CONSULTANT: NONSEPARATED USES:THIS MIXED OCCUPANCY BUILDING INCORPORATES NONSEPARATED USES PER SECTION 508.3.2. NO OCCUPANCY SEPARATIONS PER TABLE 508.3.3 (� B b ARE THEN PROVIDED AND THE AREA AND HEIGHT (AREQUIREMENTS ARE DESIGNED TO THE MOST RESTRICTIVE ow OCCUPANCY, z co O Oi-4tu_ d z o I NONRATED WALL:AT NON-BEARING INTERIOR WALLS PER TABLE 601 WITH NO OPENING PROTECTION REQUIRED AT w DOORS,WINDOWS, DUCTS, PENETRATIONS,AND JOINTS to w� UON. SEE WALL TYPES. SEE STRUCT U- 0 FOS IFIMIONEEMIIIMIMIllt IBMINNI 1 titt e [ ] till/ fit;Lr1 is (2/200) ROOM OCCUPANT LOAD/OCCUPANT LOAD FACTOR PER F. � TABLE 1004.1.1 POOL NOT IN tsortatiumgempipip ( EXIT SIGN W/INTEGRATED DIRECTIONAL ARROW WHERE CONTRACT ( �� OCCURS AT ALL EXITS, EVERY 100' IN CORRIDORS AND IN '114: '� SPACES WHERE 2 MORE ARE REQUIRED PER SECTION 1011. I! , SEE ELECTRICAL DRAWINGS. (WI POCHE INDICATING"EXIT" 10, TEXT SIDE OF SIGN.)SIGNS SHOWN IN CORRIDORS ARE CEILING HUNG.ASIGNS SHOWN ON WALL ARE WALL HUNG. i. , 4 4 + . < FIRE SEPARATION DISTANCE>10' `.,.. F HORIZONTAL EXIT AND EXIT EGRESS DIRECTION �1 4 REQUIRED EXIT AND EXIT EGRESS DIRECTION 1111' > '''' -Z / `. ' i''.4-`_1,1 1, �1;' . 4 �� PROJECT NUMBER: 215079 k -• ACCUMULATIVE NUMBER OF OCCUPANTS SERVED WITH ii 4- II EGRESS DIRECTION AT ARROW LOCATION. DESIGNATED /1- --,_r ..'� 1Vd 1, - .6 .,evt.,�13" ,n 1 WHERE (2)MEANS OF EGRESS ARE REQUIRED PER TABLE Tigard Apartments z 4 -'t---► • gl t — pp + I 1004.1.1) i• \--.2k(-__ i `/i 1' 4 ' 73°---,_ ' ' 7,et. '', ' ;gal , i M MEANS OF EGRESS REQUIRED(QUANTITY)(ONLY "I '� W a o DESIGNATED WHERE (2)MEANS OF EGRESS ARE REQUIRED) / _ 135th and Scholls Ferry, 'F f f �:.t- y '` �, ,� FIRE SEPARATION DISTANCE: Y . , �.. Tigard, OR .� _ "X" PER DIMENSIONAL CRITERIA BELOW. MEASURED FROM g 1. - ji:!``y � ;, - ; 1 7 WALLS PERPENDICULAR TO THE DIMENSION LINE AT OR TO POOL, THIS DOOR } - ti. . i,'•' . ' .ti , , I �. _� 1' J I. BEYOND THE INDICATED DIMENSION TO THE CLOSEST NOT USED FOR EGRESS �, ' _,_� f -- I:, . , ACTUAL OR IMAGINARY PROPERTY LINE OR CENTERLINE OF • ,�� r .1 -� I E i ```� t'`ti ,, I I PUBLIC WAY. REQUIREMENT II. _ 2, - ,, _��-- m. . t < -1 1 4 `f J -- \ , \/ �1- NONRATED (NR)EXTERIOR WALLS WITH (%)OF 1 0 UNPROTECTED OPENINGS(UPO)PER TABLE 602 AND .- ;N..1 •... '. -,----„e_:, 717.4.3 DRAFTSTOPPING SHALL NR(%)UPO SECTION 704.8. ::-\_7:71--,\;lf;X-‘11:,\:k--- \.�y, . 7 t 11_ _ 11BE INSTALLED IN ATTICS AND � � ` .�� ��� "` ,� - —� CONCEALED ROOF SPACES; o', ' ,'�� `� -' - ,111.: .. FIRERESISTIVE RATED FRR EXTERIOR WALLS WITH(/o OF _ l � � � N� SUCH THAT ANY HORIZONTAL �� ( ) ) -�� X'-X UNPf�OTECTED OPENINGS(UPO}PER;RABLE 602AND a : 1' �. - AREA DOES NOT EXCEED 3,000 °i i �: -'t .� � _ _�1� FRR(/°}UP� SECTION704.8.\ ss 1q \ � NI �� SQUARE FEET(279 M2).- \ ti tom``\- tIIII aFIRE RESISTIVE RATED(FRR)EXTERIWALLS WITH ( }PER TABLE 60 SECTION 704. FOS s114 Ilk 1 1 �tiJ.- �. A. id 4 ' FRR PO 0 — ,..-1. � - -- - — AND SECTION 704,7. PROTECTED OPENINGS POP 2 S 8. ti -� , L. p ItYtki! I` lirg Ir- FIRE RESISTIVE RATED(FRR)EXTERIOR WALLS WITH NO IL HOLLAND i I/ lit .47 IP X'X" OPENINGS ALLOWED(NOA)PER TABLE 602, SECTION 704.8, 3 ,M , FRR NOA AND SECTION 704.7. PARTNER 5 S. , 1 GROUP 1111 Main St#500 i� E .' Vancouver: WA 98660 FIRE SEPARATION DISTANCE>10' Rile., � � ' 1FIRE SEPARATION DISTANCE>10' Phone: 360 649 7888 tli' -,,-- L . IP A 'W ( I i) i! x,.. ! �# ► SHEET TITLE: ` ► 10 il f COMMUNITY BUILDING CODE /1 -0• BUILDING CODE AREA CALCULATIONS di> _� ► ' ' ANALYSIS ilt , I + � � •� � 'gi,, I . 1,,9 S 4ta 0 I NOTES: 3 ('tI1 ? 1. SEE CODE ANALYSIS PLANS FOR ACCOMPANYING INFORMATION. CODE INFORMATION mp I < INDICATED BELOW ONLY LISTS SOME SPECIFIC REQUIREMENTS BUT DOES NOT LIST ALL Y_ �.. M+. :,....•, .. a ..� BUILDING CODE REQUIREMENTS.I • pi' *SI I 2. NONSEPARATED USES ARE PROPOSED FOR ALL OCCUPANCIES IN ACCORDANCE WITH % 0 C �., 4 ' SECTION 508.3.1. 111 OCCUPANCY GROUP: (CHAPTER 3): A-3, B ' 41 lit 4 'I CONSTRUCTION TYPE: 4� REQUIRED: TYPE VB ' LLvJ ' PROPOSED: TYPE VBpal' ""F � ��.-� � BASIC ALLOWABLE FLOOR AREA: A-3: 6,000 SF eit 4 Ij 1 E (TABLE 503, 5EC.503): 717.4.3 DRAFTSTOPPING SHALL .14 It AREA MODIFICATIONS: Aa=At+[(At x If)/100]+[(At+Is)/100] BE INSTALLED IN ATTICS AND I 1 r I (SEC. 506): If=%INCREASE DUE TO FRONTAGE 41 FOS CONCEALED ROOF SPACES, _._ ,,, m. .. — SUCH THAT ANY HORIZONTAL — — — I5=%INCREASE DUE TO SPRINKLER N AREA DOES NOT EXCEED 3,000 PROTECTION SQUARE FEET(279 M2). FRONTAGE If W 1001(F!P)-0.25]x W130 {SEC.506.2} =100x(237'+434'-0.25)x 20'_30'=19.74% 0) 7. COMMUNITY BUILDING 3,93 sf measured to outside face of stud of the exterior walls. II AUTOMATIC SPRINKLER SYSTEM: ONE-STORY-NON SPRINKLERED SCALE: 1/8"=9'-0" (SEC.506.3, 903.3.1.1): (0% INCREASE) THREE STORIES: (X3): (SEC. 506.4.1 EXCEPTION 2) X1 ALLOWABLE BUILDING AREA: (SEC. 506) 7,184 SF o I ' ACTUAL BUILDING AREA: (SEC.502) 5,939 SF; OK DRAWN BY: MJW INCLUDES AREA INSIDE THE EXTERIOR WALLS 0 AND UNDER USABLE OVERHANGS DATE ISSUED-. 12/11115 a � 0 BUILDING HEIGHT: ALLOWABLE(SEC 503, 504): TYPE V-B:40' ACTUAL: TYPE V-B:27', OK - 8 NO.OF STORIES: ALLOWABLE(TABLE 503): TYPE V-B: 1 STORY E 0 o SPRINKLER INCREASE ONE STORY \TOTAL ALLOWABLE NO. OF STORIES: N/A (SEC. 506) E z m a ACTUAL NUMBER OF STORIES(SEC. 502) TYPE V-B: 1 STORY,OK OCCUPANT LOAD: SEE CODE ANALYSIS PLAN THIS SHEET. (SEC. 1004&TABLE 1004.1.1) TYPE OF CONSTRUCTION: TYPE VB FIRE RESISTIVE REQUIREMENTS STRUCTURAL FRAME 0 HR a (TABLE 601) EXTERIOR BEARING WALLS 0 HR a INTERIOR BEARING WALLS 0 HR E EXT. NONBEARING WALLS TABLE 602 g INTERIOR NONBEARING WALLS 0 HRA004 FLOOR/CEILING 0 HR SHEET: s ROOF/CEILING 0 HR m LRS Architects,Inc.©2015 4' 0 SMOKE DETECTION AND FIRE ALARMS: PROVIDED PER 2014 OSSC SECTION 907 in E m CLASS B ROOFING SYSTEM GENERAL WALL TYPE NOTES. PREFAB FLOOR OR ROOF -5/8"GYPSUM BOARD TRUSS OR WOOD JOIST. SEE UNDERLAYMENT ET AT APARTMENT VAPOR RETARDER 1. TYPE"X" GYPSUM WALL BOARD SPECIFIED THROUGHOUT UNLESS OTHERWISE NOTED- L TS WOOD STUD WALL TYPES LEGEND R� STRUCT.DRAWINGS /// WOOD SHEATHING SEE N 1E " 1 1 RV 21 BATT INSULATION R-38 BATT INSUL STRUCT DRAWINGS ��� 2. CONFORM TO DETAILED REQUIREMENTS OF DESIGNATED TESTING AUTHORITY NUMBERS AT ALL WALLS. • NON RATED EXTERIOR(WALL WITH ;::, WOOD STUDS @16 O.C. • WALLS DESIGNATED AS"BASED ON"VARY AS NOTED IN(PARENTHESIS.) SEE NOTE 8. SHEATHING AT WALL COMPOSITION WALL INSULATION 17S 1 MI _Ill /11/ 1117 i„ WOOD SHEATHING FOR SHEAR) DECORATIVE PILASTER WALLS(WHERE OCCUR) MAY VARY FROM WALL TYPE ONLY AT PILASTER CONDITION. ARCH I TEC T NO. EXTERIOR WALL TYPE A SOUND ATTENUATION Z BASED ON UL U344(ATTACH WOOD SHEATHING PER LETTER INTERIOR WALL TYPE T THERMAL SHTG PER STRUCT SHEAR WALL �p STRUCTURAL SEE ASSOCIATED DETAILS 720 NW his 501221 1121 - Ili �- WRB 3. ALL WALLS ARE MINIMUM 1 HOUR FIRE RESISTIVE CONSTRUCTION UNLESS NOTED OTHERWISE. SCHED, INCLUDE 2 X 6 STUD @76 Suite 50322/2077 D SEE WALL TYPE FOR FOR ..17111,77117TrirTT .-./•'i-i�. ' , 1►, OC,EXTERIOR SIDING SYSTEM ADpED) I 1X2 PT FURRING STRIPS @ THERMAL INSULATION R ► ti 4. SEE STRUCTURAL SHEAR WALL SCHEDULE FOR SHEAR WALL ATTACHMENT AND EDGE BLOCKING Portland (SEE GENERAL WALL TYPE NOTES) ' 16"OC ALIGN WITH STUDS REQUIREMENTS. STRUCTURAL SHEAR WALL SCHEDULE OVERRIDES ASSEMBLY ATTACHMENT AND OR www,R�ar�ttite cQn' VALUE AND THICKNESS :. li (LOAD-BEARING) !�� EXTERIOR SIDING SYSTEM BLOCKING REQUIREMENTS ONLY WHEN MORE RESTRICTIVE. 4 A MINIMUM THICKNESS OF SOUND ATTENUATION �� ' SEEOR EXTERIOR ELEVATIONS 5. ALL WALLS REQUIRE LISTED FIRESTOPPING AT ALL PENETRATIONS. SEE FIRESTOPPING PENETRATION SHEET INSULATION WOOD STUD SIZE 1 10 1 112"STUD 1 112" I AND MECHANICAL DRAWINGS FOR PENETRATION DETAILS. 2 2 x 3-1/2"STUD 3 1/2" WITH WOOD SHEATHING FOR SHEAR) Nom 15/32"thick,4'wide APA rated sheathing 32/16.Exposure 1, grade � R 4 2 x 4 5 112"STUD 5 112" i 1 plywood or oriented strand board(OSB per PS1, PS2,or APA Standard PRP-108. Installed with long dimension of 6. REFER TO CODE ANALYSIS PLANS FOR IBC DESIGNATION OF FIRE RESISTIVE WALLS WITH OPENING 6 2 x 6 7 114"STUD 7" ' I sheet stren th axis)or facegrain of plywood parallel with studs. Vertical joints centered on studs,and staggered one PROTECTION. SEE MECHANICAL DRAWINGS FOR DUCT OPENING PROTECTION. SEE DOOR AND WINDOW OTHER SEE WALL TYPE - - '(� �+ ( g p 99 SCHEDULES FOR PROTECTED DOOR AND WINDOW OPENINGS AT DESIGNATED LOCATIONS. r� 3540 ' 8 2 x 8 z-.,:....;•• .,. .. _ stud space from wallboard joints. horizontal joints backed with nom 2 x 4 wood backing.Attached to studs on exterior DANIEL C.PURGIEL 0 OTHER.SEE WALL TYPE VAPOR BARRIER MAXIMUM 1 side of wall with 6d cement coated steel box nails spaced 12"o.c. along interior studs and 6"a.c. perimeter of panels. 7. ALL WALLS EXCEPT AREA SEPARATION WALLS EXTEND FROM FLOOR SHEATHING TO WITHIN 3/8"OF BOTTOM PERM -1114 3 1/2"thick foil faced glass fiber baits.Supplied in rolls 23"wide. Density to be nom. .07 pcf placed in stud cavity and OF ROOF TRUSS UNLESS OTHERWISE NOTED ON DRAWINGS. SEE STRUCTURAL DRAWINGS FOR 518"GYP B D *� e e.,-. k� secured to studs with 518"long steel staples spaced nom 12"o.c. One layer 5/8"gypsum wallboard applied ATTACHMENT REQUIREMENTS. AREA SEPARATION WALL TYPE(WHERE OCCURS)EXTENDS FROM TOP OF • iii FIRE RESISTANCE RATING . - WALL STUD&FINISH HEIGHT NON RATED ROOF-CEILING A SSEMBL Y horizontally or vertically.Attach to 2x4 wood studs,through plywood sheathing with 8d coated nails 2 3/8"long, FOOTING TO UNDERSIDE OF ROOF SHEATHING. FOR AREA SEPARATION LOCATIONS,SEE PLANS, PORTLAND,OREGON .}. N NON RATED E EXTERIOR. SEE SECTIONS 0.113"shank, 9/32"heads,7"o.c.along studs and at perimeter of panels. When used in widths other than 48" FOUNDATION PLAN,ATTIC PLAN AND ASSOCIATED DETAILS. � Q ' 1 1 HOUR X SHAFT. SEE SECTIONS wallboard to be installed horizontally. Joints exposed or covered with tape compound. One layer 518"gypsum 17' Q 2 2 HOUR S STRUCTURE wallboard applied horizontally or vertically.Attach to 2x4 wood studs or blocking at 7"o.c.with 6d coated nails 1 7/8" 8. SEE SPECIFICATIONS FOR APPLICATION OF FINISH REQUIREMENTS. 3 3 HOUR C TO CEILING long,0.0915"shank, 114" heads. When used in widths other than 48"wallboard to be installed horizontally. Joints 4 4 HOUR P PARTIAL. SEE PLANS exposed or covered with tape compound. 9. WALL TYPES STATED"AS BASED ON"A LISTED ASSEMBLY, VARY IN RESPECT TO STUD SIZE AND/OR ADDING SPRINKLER PIPING,WHERE EXTRA ELEMENTS TO THE ASSEMBLY. NO ACTUAL LISTED ASSEMBLY EXISTS FOR THAT EXACT WALL TYPE. PROVIDE R-21 BATT INSULATION OCCURS THE ASSUMPTION FOR FIRE RESISTANCE IS THE SAME AS THE LISTED ASSEMBLY BASED ON HARMATHY'S ©3RD FLOOR BREEZEWAY FIRE ENDURANCE RULES 2 AND 5 AS STATED IN 1997 ICBO UNIFORM CODE FOR BUILDING CONSERVATION CEILING UNDER PIPING AND ONECLASS B ROOFING SYSTEM 518"GYPSUM BOARD PAGE 84. "THE FIRE ENDURANCE DOES NOT DECREASE WITH THE ADDITION OF LAYERS... THE FIRE ISULTANT: BAY TO EITHER SIDE OF PIPING ENDURANCE OF A CONSTRUCTION CANNOT BE INCREASED BY INCREASING THE THICKNESS OF A 48/24 TONGUE AND GROOVE SPAN RATED UNDERLAYMENT VAPOR RETARDER COMPLETELY ENCLOSED AIR LAYER... IF THE THICKNESS OF THE AIR LAYER IS LARGER THAN ABOUT 112" THE 1 1/2"CEMENTITIOUS R'JI 2 6T AT APARTMENT IA I R-21 BATT INSULATION HEAT TRANSFER THROUGH THE AIR LAYER DEPENDS ONLY ON THE BOUNDING SURFACES,AND IS SHEATHING(EXPOSURE 1), NAILED AND UNDERLAYMENT ON WOOD ``�7 WOOD SHEATHING SEE N P �_ , PRACTICALLY INDEPENDENT OF THE DISTANCE BETWEEN THEM.' THESE WALLS CAN ALSO BE SHOWN TO F'1 GLUED TO THE TJI JOISTS WITH SHEATHING. STRUCT DRAWINGSIPIP �i SHEATHING PER MEET THE REQUIRED FIRE RESISTIVE RATING BY THE CALCULATION METHOD PER SECTION 721, IBC CONSTRUCTION ADHESIVE CONFORMING TO STRUCTURAL NON RATED EXTERIOR(WALL WITH "/ STANDARD 7-7 IF REQUESTED. ::� SEE STRUCTURAL DRAWINGSASTM D3498. .SEE !Ji //1/ 4.774-1+ WOOD SHEATHING FOR SHEAR) WRB BASED ON UL U344(ATTACH WOOD 0-1 RAINSCREEN DRAINAGE SOUNDDEADENINGPADV' z SHTG PER STRUCT SHEAR WALL • SYSTEM METAL LATH INSULATION OVER -- OC,EXTEREOR SIDING SYSTEM ADDED) ftra :01 MORTAR SCREEN '�r 516"GYPSUM BOARD (SEE GENERAL WALL TYPE NOTES) •.' ' .'all A- - PIPING PREFAB FLOOR OP.ROOF N :. 111 11 I) /II! -: fits {LOAD BEARING) fill/ TRUSS OR WOOD JOIST. SEE :::j '-� :::` WOOD STUDS @16"0 C. i_\ L STRUCT. DRAWINGS = WOOD STUDS @16"O.C. NON RATED INTERIOR WALL _::�' �� BASED ON 1 HOUR WALL GA FILE NO ::A 518"GYPSUM BOARD ,� / SIMULATED STONE VENEER :_.' i / WP 3514 (ATTACH SHTG PER STRUCT TJI JOISTS WITH WOOD SHEATHING FOR SHEAR)Nom 15/32"thick,4'wide APA rated sheathing 32/16. Exposure 1, grade SHEAR WALL SCHED WHERE plywood or oriented strand board(OSB per PS1, PS2, or APA Standard PRP-108. Installed with long dimension of APPLICABLE, INCLUDE 2 X 6 STUD) / sheet(strength axis)or face grain of plywood parallel with studs.Vertical joints centered on studs,and staggered one (SEE GENERAL WALL TYPE NOTES) stud space from wallboard joints. horizontal joints backed with nom 2 x 4 wood backing.Attached to studs on exterior STC 35 TO 39 ?� attatIrpj, sideof wall with 6d cement coated steel box nails spaced 12"o.c. along interior studs and 6"o.c. perimeter of panels. LOAD-BEARING :"ftif.ittA;11�/ �y l�lil it l�t�l+t�l�tjl�l� j �1�t,1'1'I�1L�,'�� ��I ��`I��'/�1 _��-Il_f- 3 112"thick foil faced glass fiber baits.Supplied in rolls 23"wide. Density to be nom. .07 pcf placed in stud cavity and \.�1��1secured to studs with 5/8"long steel staples spaced nom 12"o.c. One layer 5/8"gypsum wallboard applied 11i 1111horizontally or vertically.Attach to 2x4 wood studs,through plywood sheathing with 8d coated nails 2 318"long, 0.113"shank, 9132"heads, 7"o.c.along studs and at perimeter of panels. When Fr;ild.0 in widths other than 48" RESILIENT FURRING Se WOOD SHEATHING WHERE wallboard to be installed horizontally. Joints exposed or covered with tape compoOne layer 518"gypsum �t� CHANNELS AT 16"OC(24"OC. wallboard applied horizontally or. vertically.Attach to x4 woad studs not: blocking a .c.with 6d coated nails 1 718" OCCURS. SEE FLOOR PLANS IF JOISTS ARE 16"OC) -- (2)LAYERS 518"TYPE Xrip , long,0.0915"shank, 114" heads. When used in widths other than 48"wallboard to be installed horizontally. Joints II FOR LOCATIONS. SEE GYPSUM BOARD llimprpfri , ,,, exposed or covered with tape compound. I1I�1STRUCTURAL DRAWINGS .r FOR TYPE AND NAILING 1 HR RATED FLOOR-CEILING ASSEMBLY J J TRUSS JOIST PROPRIOTORY SYSTEM GYPSUM WALLBOARD,WOOD STUDS One layer 5/8"type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 2 x 4 wood NON RATED ROOF-CEILING ASSEMBLY GYPSIfM BOARD SOFF TI studs 16"o.c.with 1 114"Type W drywall screws 12"o.c. BASED ON TJI ASSEMBLY B 4- N E AT GARAGES I11I Joints staggered 16"on opposite sides. (LOAD-BEARING) STC 58 WITHOUT INSULATION (BREEZEWAYS) IlllC 50(a) NON RATED EXTERIOR WALL AT III WOOD STUDS @16"O.C. PROJECT NUMBER 215079 ARMSTRONG VIOS/ARMSTRONG CAMBRAY SHEET VINYL. GARAGES SHEATHING PER (a)REQUIRES 2 LAYERS 5/8"THICK TYPE X GYPSUM BOARD WITH MINIMUM 3 1/2" I411111WRBCTURAL THICK GLASS FIBER INSULATION OR GLASS FIBER INSULATION RATED R-30 OR - CLASS B ROOFING SYSTEMA RTigard Apartments 11 LESS. UNDERLAYMENT I;I 8" 41. R // WOOD SHEATHING SEE t EXTERIOR SIDING SYSTEM FIREBLOCKING @ 10'OC `� STRUCT DRAWINGS I SEE EXTERIOR ELEVATIONS - MAXIMUM :.::: . , . 5!8"GYPSUM BOARD TYPE X 135th and Scholls Ferry, • TERRA-SHIELD WC 100 OR I I FOR TYPE 1 - ::. -STAGGERED 2X4 WOOD Tigard, OR 1 HOUR RATED EXTERIOR WALL AT EQUAL WATERPROOFING AT t ALL OTHER BUILDINGS "°' Z"' "" "' GARAGES iii:.: GYPSUM BOARD TYPE'X' 1 HOUR PARTY WALL ,l'-.71411"-- STUDS @16"O.C.WI 2 1/2"CONCRETE TAPERING I (1/2 HOUR REQUIRED • �` HORIZONTAL BRACING AT TO 2"AT BREEZEWAYS. SEE 1:':. ;_ MID HEIGHT F2 WALL SECTIONS. Z,•: PER 709. EXCEPTION 2) III - �' 5!8"GYPSUM BOARD TYPE X BASED ON GA FILE NO. _ :`- :. ...< .. :. Iii:'I WP3370 UL 81319 4, UL U305) `7 ---'- -.-'- iris 't `- r` WOOD SHEATHING ADDED, �_ WHERE OCCURS, ATTACH n OCCURS. SEE LOORD SHEATHING HP WHERE SHTG PER STRUCT SHEAR • FOR LOCATIONS.SEE / / / / / / 11 RAFTER BEYOND WALL SCHED, INSULATION / WOOD JOIST @ 16"00 INGS ADDED)(SEE GENERAL WALL TYPICAL }ARTY WALL FOR TYPE AND STRUCTURAL TYNAILING NOTE )STC 56 " MINIMUM, SEE STRUCT NON RATED ROOF-CEILING ASSEMBLY ONPE OWENSSCORNING(BASED DRAWINGS11* 14 FIBERGLASS OCF 448 FOR / / / SHEATHING PER _ 4 STRUCTURAL SOUND)LOAD-BEARING ` >< _� - 1 • . :....• : .....r. :. . .. . . : ......... BOARD TYPE XWOOD STUD PLUMBING 51s"GYPSUM ` 2X6 HOLLAND - STANDING SEAM METAL 1 HOUR EXTERIOR WALL BASED ON ;:; :, 2 .;. WALL ROOFING SYSTEM GA FILE NO.WP 8105(ATTACH WOOD :.:_ WRB •• :., PARTNER • 5/8"EXTERIOR GYPSUM SIDING ABOVE :; ` ENCLOSUREATH OR OWER SHTG PER STRUCT SHEAR WALL 'I .� SCHED, INCLUDE 2 X 6 STUD @16" GROUP BOARD SOFFIT UNDERLAYMENT 2 z OC,EXTERIOR SIDING SYSTEM ADDED) ;.I ;= WOOD SHEATHING SEE // (SEE GENERAL WALL TYPE NOTES) \\ STRUCT DRAWINGS (LOAD-BEARING) 1111 Main St#500 1 HR RATED FLOOR CEILING ASSEMBLY A T R Vancouver, WA 98660 518"GYPSUM BOARD TYPE X Phone: 360.649.7888 A BREEZEWAYS (1/2 HOUR REQUIRED, �2„� PARTY WALL AT PLUMBING SHEET TTLE: Fire resistive rating per 721.6 ' `' 518"GYPSUM BOARD TYPE X WALL ► e III All! WALL TYPES, 5/8"gypsum wallboard 30min(table 721.6.2(1) at //` ::: 'Wood floorjnists at 16"oc None for I-foists(table 721.8.2(2) 1 WORD STUDS @16"O.C. GYPSUM WALLBOARD,WOOD STUDS ARCHITECTURAL 3i�t" I ood floor no s ecified cha ter 7 One layer 5/8"type Xgypsum wallboard orgypsum veneer base appliedparallel or at right angles to each side of double row of 2 plywood sheathing rating p perP YYp pP 9 9 . total rating 30 min(30 min requried) SHEATHING PER x 4 wood studs 16"o.c.on separate plates 1"apart with 6d coated nails, 1 7/8"long,0.0915"shank, 1/4"heads, 7"o.c. RAFTER PERINFORMATION Alilliiir STRUCTURAL STRUCTURAL WRB Joints staggered 16"on opposite sides. Horizontal bracing required at mid-height. (LOAD-BEARING) 15 MIL POLYETHYLENE ,Pyr SHEETING MATERIAL OVER CEMENTITOUS SOFFIT BOARD • THE ENTIRE FLOOR AREA, NON RATED ROOF-CEILING A SSEMBL Y SHEETING AT LEAST 12". CMU BELOW, LAP SEPARATE SECTIONS OF • / WHERE OCCURS CONCRETE SLAB PER BELOW,WHERE F3 STRUCTURAL OCCURS Ai Gr a GYPSUM WALLBOARD, GYPSUM SHEATHING, WOOD STUDS a a d EXTERIOR SIDE:One layer 48"wide 5/8"type X gypsum sheathing applied parallel to 2 x4 wood studs 24"c.c. with 13/4"galvanized roofing nails 4"o.c.at vertical joints and 7"o.c. 1 - 8" _ I' 4 CLASS B ROOFING SYSTEM at intermediate studs and top and bottom plates.Joints of gypsum sheathing may be left T Z.L . p- j goo r i7°� /o Z untreated. Exterior cladding to be attached through sheathing to studs. 1 HOUR INTERIOR WALL . /°.•.i °1�Ii ..° ,. Id1�% C -- UNDERLAYMENT SHOWERS AGAINST PARTY �Oj�•Oa , �1Vri ?.o, " 4.v '•� v 5/8"WATER RESISTANT • R 1/ WOOD SHEATHING SEE INTERIOR SIDE;One layer 5/8"type X gypsum wallboard, water-resistant gypsum backing WALL(1/2 HOUR REQUIRED III GYPSUM BOARD TYPE X \./ / \/. \\/ / �/\ STRUCT DRAWINGS board, or gypsum veneer base applied parallel or at right angles to studs with 6d coated PER 709. EXCEPTION 2) ;�q� 01 5/8"GYPSUM BOARD TYPE X \ \ \ \ GAS PERMEABLE MATERIAL: nails, 17/8"long, 0.0915"shank, 1/4"heads, 7"o.c. (LOAD-BEARING) ,•: °' BASED ON GA FILE NO.WP 3370 I \ \ \ \ \ \ SEE RADON MITIGATION FOR 11 ,44- , �I „ < \ /MORE INFORMATION (UL R1319 4, UL U305)(GYP BD •;.�)II 2X4 WOOD STUDS @16 O.C. / LAYER ADDED, INSULATION ��:; W/ HORIZONTAL BRACING \ \ \ \ \ \ \ ADpED){SEE SGENERAL WALL TYPE �� AT MID HEIGHT • /\ /\ �\ /\ /\ /\ // NOTES)STC 59(BASED ON OCF 5/8'GYPSUM BOARD TYPE X -L-------._ . PREFAB FLOOR OR ROOF ORD--BEAR/ G UND) a, TRUSS OR WOOD JOIST. SEE STRUCT. DRAWINGS GYPSUM WALLBOARD,WOOD STUDS o SLAB ON GRADE A T APARTMENT LIVING SPACE One layer 5/8"type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of double row of 2 SEE RADON MITIGATION DRAWINGS FOR MORE INFORMATION Z x 4 wood studs 16"o.c.on separate plates 1"apart with 6d coated nails, 1 718"long, 0.0915"shank, 114"heads, 7"o.c. DfAWNi.lrf: ---- r c) 16"on opposite sides. Horizontal bracing required at mid-height. (LOAD-BEARING) o 0 BATE ISSUES 12/11115 Joints staggered m 47 CONCRETE SLAB PER e STRUCTURAL F4 a mU 4 a 5/8"GYPSUM BOARD c p d . 5_ _ VAPOR BARRIER s AT COMMUNITY BUILDING _ _ �� R-21 BATT INSULATIONa } �� / �O� ° / ileywa NON RATED EXTERIOR WALL WITH " „..,..) 'Jd �� °I• . °� /4 . r/1♦ �� / ( ,I WOOD 5TUD5 @16 O.C. 1 WOOD SHEATHING FOR SHEAR) ��a �`!° ♦ �°�,��� ���40� ad . lin Ctfil �� IP eilligieW a \�� \�� \�/ ��\ �. BASED ON UL U344(ATTACH WOOD OIL I / STRUCTURAL SHEATHING PER SHTG PER STRUCT SHEAR WALL o, \ /\ \ \ SCHED, INCLUDE 2 X 6 STUD @16" WRB / ` , / / CEMENTITOUS SOFFIT BOARD OC,EXTERIOR SIDING SYSTEM ADDED) _ �� / (SEE GENERAL WALL TYPE NOTES) :: I~� �\ \ \ \ \ \ \ NON RATED ROOF-CEILING ASSEMBLY A T (LOAD-BEARING) :I I �' SEE EXTER SIDINGELEVATIONS b \ \\ \\ \\ \\ \\ \\ \, COMMUNITY BUILDINGo IFOR TYPE Q SLAB ON GRADE 8 n E cc, A005 m E 1. FLOOR-CEILING ASSEMBLIES 2. ROOF-CEILING ASSEMBLIES 3. EXTERIOR WALL TYPES 4. INTERIOR WALL & PARTITION TYPES SHEET: SCALE: 7 1/2"= 1'0" SCALE: 1 1/2"= 1'0" SCALE: SCALE:co QRS/1rr-hrtects.Jnc.a 2095 0 - 0 E a 0) ---------------_ _ _ n: GENERAL NOTES i" ' " • 11812.3.2 SUBFLOOR PREPARATION.A LAYER OF GAS PERMEABLE MATERIAL SHALL BE PLACED UNDER ALLA........%=,. .::::.:; : .:"?-‘,T. ' ''',...i.:, `-:'' 'f:7'r;: :'-. ":!.'..z.::. ‘,, . 1 NIMEREMill IREMON9 . 4' I." •• I L TS • -. . . _ .....!,.,., ,••,.:-;.:-:.:.....;.":...-- ,•!.:„.:--,• It., ..k'..',.--7,-',..,--.:•::-..:,.:,,,,,.:%:7::.-::,,,?: j Tj 008 Suite 3DC# 5032212077 ❑ s .----_ _ f •• � t �` Ahr„: . Pow OR 1!t+ww.l�.ccx t I ! f - ;' jr 1812,3.3 SOIL-GAS-RETARDER,A MINIMUM 6-MIL(0.15 MM)[OR 3-MIL(0.075 MM)CROSS-LAMINATED] POLYETHYLENE /1'°' ..':::'*1-: f r; . 1411W1 { ` I • • OR EQUIVALENT FLEXIBLE SHEETING MATERIAL SHALL BE PLACED ON TOP OF THE GAS PERMEABLE LAYER PRIOR \._ :` _ ANY _ _-v , : TO CASTING THE SLAB OR PLACING THE FLOOR ASSEMBLY TO SERVE ASA TAR ER BY BRIDGING IN _ ... .. -... - .. w -.,-.... ..-:-aha.._.....--'----^-,^.I<_.... „-._-�=.5" .,.-..,i..1...x.'-- _�-.+rte :....,,� _... r�" Y.-�-'- .w T-_ .�_ .�::' :;.~'-'-- ,. _,- . . -. RA K THAT E I .-... .._:- :-- -, . . `: r C C S D VELOP N THE SLAB OR FLOOR ASSEMBLY AND T00 PREVENT CONCRETE FROM ENTERING THE --6: r' �� VOID SPACES IN THE AGGREGATE BASE MATERIAL.THE SHEETING SHALL COVER THE ENTIRE FLOOR AREA WITH { 1 • SEPARATE SECTIONS OF SHEETING LAPPED AT LEAST 12 INCHES(305 MM).THE SHEETING SHALL FIT CLOSELY -- i ! 4. - :,;,.,.11151 ALL PUNCTURES OR TEARS IN THE 3540 1--nI I , ": I � _ / dainglir MATERIALSHALLBE WIREEALEED OR COVERED WITHADDITIONAL SHEETING.NGDANK=L C.PURGIEI. -' • y / / ,, I I ;` I 1812.3.4-1 FLOOR OPENINGS. OPENINGS AROUND BATHTUBS SHOWERS WATER CLOSETS PIPES WIRES OR OTHER { '� I jiIiItrti 1 Allhhhk-:. • I .., :•.•,v:.:,.;'.:,..-,,;_', Alikkhl 1 ..:. .,,,, eir7 C.,.F 44227Mili ,.•. :. ,/ ( < ,., sffm : ., 1812.3.4.2 CONCRETE JOINTS ALL CONTROL JOINTS, ISOLATION JOINTS, CONSTRUCTION JOINTS AND ANY OTHER �' 00 [ 1 I - .7,:. :r '`' / JOINTS IN CONCRETE SLABSOR BETWEEN SLABSAND FOUNDATION WALLSWITH [µ"] L [ 1 L lei&1 SEALANT.GAPS AND JOINTS SHALL BE CLEARED OF LOOSE MATERIAL AND FILLED WITH EPOLYURETHANE CAULK OR •C",, ''' - OTHER ELASTOMERIC SEALANT APPLIED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS Y q RISER TERMINATION. MINIMUM 6" 1812.3.4.8 DUCTS. DUCTWORK PASSING THROUGH OR BENEATH A SLAB SHALL BE OF SEAMLESS MATERIAL UNLESS I RISER TERMINATION. MINIMUM 6" ABOVE THE ROOF AND AT LEAST 10' THE AIR-HANDLING SYSTEM IS DESIGNED TO MAINTAIN CONTINUOUS POSITIVE PRESSURE WITHIN SUCH DUCTING. CONSULTANT: ABOVE THE ROOF AND AT LEAST 10' FROM ANY OPERABLE OPENINGS JOINTS IN SUCH DUCTWORK SHALL BE SEALED TO PREVENT AIR LEAKAGE. FROM ANY OPERABLE OPENINGS OR AIR INTAKE,TYPICAL OR AIR INTAKE,TYPICAL 1812.3.7.1 LOCATION. ONE SUBSLAB SOIL EXHAUST SYSTEM DUCTS SHALL BE INSTALLED FOR EVERY 2,000 SQUARE FEET OR PORTION THEREOF OF BUILDING SUBSLAB OR CRAWL SPACE AREA SERVED. 17. BUILDING Al - RADON MI TIGA TION SYSTEM AT ROOF 9. BUILDING A2 — RADON MI TIGA TION S YS TEM AT ROOF 1812.3.7,2 MATERIALS. SSESD MATERIAL SHALL BE AIR DUCT MATERIAL LISTED AND LABELED TO THE REQUIREMENTS OF UL 181 FOR CLASS 0 AIR DUCTS, OR ANY OF THE FOLLOWING PIPING MATERIALS THAT COMPLY SCALE- 1/16"= 1r-0" SCALE. 1/16"- 1'-0" WITH THE PLUMBING CODE AS BUILDING SANITARY DRAINAGE AND VENT PIPE: CAST IRON; GALVANIZED STEEL; BRASS OR COPPER PIPE; COPPER TUBE OF A WEIGHT NOT LESS THAN THAT OF COPPER DRAINAGE TUBE,TYPE DWV;AND PLASTIC PIPING. 1812.3.7.6 IDENTIFICATION.ALL EXPOSED AND VISIBLE INTERIOR SSESDS SHALL BE PERMANENTLY IDENTIFIED WITH AT LEAST ONE LABEL ON EACH FLOOR AND IN ACCESSIBLE ATTICS.THE LABEL SHALL BE BY MEANS OF A TAG, STENCIL OR OTHER APPROVED MARKING WHICH STATES: "RADON REDUCTION SYSTEM." rini"--T.;:: 1 ; ; i , � i -. .„..._______ .._..._.. ... 1 If17"; ,______., I DEPRESSURIZATION SYSTEM,AN ELECTRICAL CIRCUIT TERMINATED IN AN APPROVED BOX SHALL BEINSTALLED ,, „ 1812 3 9 POWER SOURCE.TO PROVIDE FOR FUTURE INSTALLATION OF AN ACTIVE SUB MEMBRA r_______ter 't-J -- I ! €; — �. ,_�� �� —�_� 1, i - i DURING CONSTRUCTION W THE ATTIC OR OTHER ANTICIPATED LOCATION OF VENT PIPE FANS.AN ELECTRICAL MN 1 ` I �A_.c ,i-.-.--.-.- ». id III-I �� f S ....,.., I_� T- 1 I i_ _..r:c` Ili x �..._ 1;: - T. :..: : :3 SUPPLY SHALL ALSO BE ACCESSIBLE IN ANTICIPATED LOCATIONS OF SYSTEM FAILURE ALARMS. 1000 �m__ '1I IiI I '! i II \ t_._,3II i __ u �r € 1 _- / ,� - 111 — — �.._....-_ 1 r _ ::: 1 --\ I _..!r� - i {r 'r ( k..,, f L.........::.::: ` l r ^ / IL---,,,_ r--' 1t 4........ c i 1 1 ll .,,___, —.-._ 1,1 r_! I li it IL li r I ���' if, !�J'i ' ,10-3 l I- l ... - 41. \ !� — I - \ _ i ii !:-J ( k I i[ 1LL !— \ I II I �,� 11 �' • 1)- I. III r i �' — ia—� ✓ C L ► t_E , qs r a I I Ae+r- . r • I � if i I' I I I. I C 1 L__ , ' < UI !� r.�.��l _€ r� 2�:,, I _.._. ,' r, El , Il.. * -._ ,..r►�"' tir E � � \ i I 1�1--- [—Eh 1 I_ i I I-..T -- ---K--1., -��I >�.s — — — r ( !r Ilr i i `f w ,w, ifV:K)•11 :1 , , i I '., .l i '{R:f' I (# i d .I i i....l eg3� [-Ili •� —I ._ I s .e EI ......� �..' '- :I I ,_- I' ` `I7 f t -a---- , -- --i, r ® � - 7 ,..„...„ ' '� 3�a • 1,1 \fi { lik ,21 „1-,4----r----„,1 ! �. � 2 ---,-'---' 1 r-�=n- � L.- L.1 i-. F, it , n G rt Y •r � i: .. -...-- � L �'' .. --i--� --iriL7: � --- A 1 i 3.. ,n11 --,..7 i IL � fT J r ... 11 r /- < SI , - I J� �iil � iI ' �-.-� t •I _ _ i ! I! r '' i iitIN I, iIit li ! 1 i 1 i li ; Ii iI ,i.!' !`II 1 t 1 _; 1 1I I, !I {1 li PROJECTYHYI � Z15G79I.-._..... i. . - 1 --_ -, --._-_""- 1 -_ -- _ - ] . — Jam----- i1,--1 i ji 1,-\\ • '7 1,, A 1 . I : :7"it ,r-c H » . V . _ . L- - Tigard partm encs SCHEDULE 40 VENT RISER SCHEDULE 40 VENT RISER \ / LOCATION: 3"OR 4"DIAMETER ABS LOCATION: 3"OR 4"DIAMETER ABS OR PVC PLASTIC PIPE OR PVC PLASTIC PIPE,TYPICAL 135th and Scholls Ferry, Tigard, OR 18. BUILDING Al — RADON MITIGATION SYSTEM AT SECOND AND THIRD FLOOR 14. BUILDING A2 — RADON MITIGATION SYSTEM AT SECOND AND THIRD FLOOR SCALE. 1/16" = 1'-0" SCALE. 1/16"- 1'-0" r 7 I -a. . . . ti J ig ,-:::".7 £a LE .--Ix 37E m a. :: 3 ! ._.__._... '----- r..._-.<... ... 1 i 1--N \,,, ": 14 .1 7:1'11 r.. -...-.-..-a:....:. .:....-Y., h� _.....---.------_11-1—' --i vs-_?......._ .. --- ,..-- :7 :.:.a..----"-- .__.-._ew.,....a r....t ----- —t: ..^•-- ....--..'.5. .._.-�_-.----....;... ... i-r .d----� � I iI _ I �::: �.::.::r � H O L L A N D I !* itII li I ......... I i1F I I� lii! j- �✓ (IIl, I �� 1 ! �:: li Iit ! !I �\ PARTNER I'i I ! G 1L �� r I : �I'I _ ry '` I _ �, i~, i �! 1l.:= GROUP Fr I f - �1. l ! ---- Ire I �� ._-..I �1IL � iI.3 I 1 `1 iJ 1131 Main St#500 c 1' ii I 1I f !II Vancouver, WA 98660 II 1I 1 a ! E1 Ilj — € EI i _. 'i J I II -. I _, �:. . 1 I �[ ^!-- z - — I T. JJ( Phone: 360.649.7888 tI , I II L� � y II L.r.,. I + ! n.� , I ! i' �� i I \!I — im � 1 I� ..� � -.�! � I ;�— iL��1 I 1 L -r - I,'r---- �I� ', , [� � 1 � � � - `� �il� -- �I . — !, �.J --�- •�-' I I lJ -Q,, ,�I -�' �-, � ' �7t �J ! i �- — .: I iIj Ems. K.F ��_ !I 1Q1,k: —, 11 I I ISI Irl I r � ii � A '� Jj 1� i! �� I �� :i IE�ii ` --'�' ",�' � -i,;; ' € E 1 i � .- `� 1Ili � I i I° i j I' I II = .II ''�I, _... :EI I ; I••, ..,; I I [_'1 E EI 4/ } ! ' s t� i E ( i G iif I I! �. ' ,�, I :.;::mf 1t ! [ .=_:J II-I- -1 �; ,� .;, E ---1 j 1 i SHEET TITLE: I �..iaJ -�_.--� C�. i �i _ I � l i I �1 �. _ � � �' 11 i_. � � � -::.�'' v. L� - (�. I .. � -_ � J � � _.. -'i7-� �.. -��-.:. :.::-i�—!� .3J � .._�f} � 1r `-- .•.....,.�..3� � `;il� �� �1 � � � _._!.mm� '\o-:: _,I„ �. � • L � ...1....._.�--- ....� ... / � �.� \ --- •� ` �I 1�..�... � L '� � � RADON w/ �I_ \ 1. i iii 1 L/ �s t / i i'II /Q; fy[ IIi ;� I :% 1 II ,! 1, IIII I ! I€ 1I I I !� `� MITIGATION is 'i! t: t € I111i! 111.9"7"-'illiiii:4-.--.1.4"'i'l.17---1-2-6-11-j'[7:----71 •I i F! I� ° I� ]I E 3!11 I I ! !i ; !I [....:_........_.-.... .__.. - I �7Y�7TC M Ilil 11.—._-.—...:.._._..----tIIII // r1 :N 11 1 I. I !- € II �•- -- i__€ i. r s.:..... , I € L—av --T-,..,..y.._...1 II I[- ._.T..._.�s:;_ ..... _.. __. I I I t w `••.-1 . N. , , w , 8 SCHEDULE 40 VENT RISER -SCHEDULE 40 VENT RISER LOCATION: 3"OR 4"DIAMETER ABS LOCATION: 3"OR 4"DIAMETER ABS OR PVC PLASTIC PIPE , OR PVC PLASTIC PIPE,TYPICAL - , 19. BUIL NG Al - RADON IVVTI 41TION SYSTEM AT FIIIIII�ST FLOOR �_ 0 Q 11. UILDING A2 - RADON�IIIT ATION SYSTEM AT F ST FLOOR 0 SCALE: 1/16"= 1'-0 SCALE.NO GAS PERMEABLE . NO GAS PERMEABLE N GAS PERMEABLE NO GAS PERMEABLE M TERIAL REQUIRED AT MATERIAL REQUIRED AT MATERIAL REQUIRED AT MATERIAL REQUIRED AT B EEZEWAYS OTHER NON BREEZEWAYS OTHER NON BREEZEWAYS OTHER NON BREEZEWAYS OTHER NON LI�/ING SPACES PER 1812.3.2 I II I I LIVING SPACES PER 1812.3.2 I LIVING SPACES PER 1812.3.2 I I I I LIVING SPACES PER 1812,3.2 O - ,i.;- _ - - - - I - 1-1 _ ._ -- - F El `i -1- �..� Iri V z Ii O • r 1 1 ��, l _i Ir L JAL Iili —7 -- no i G: - 0 11 nal �iilli n1 Mill ® _r lii - i - ' - -L____ ME ___J------- --- - i _ Z 1 GA PERMEAB In I - i 4 I GAS ERMEABL:: MATERIAL I I 20 SHA L BE PLAC:ii UNDER 20 SHA L BE PLAC n UNDER z . i I I ;_ `008 I - • I �00� I o ,� ALL ONCRETE .LABS, ♦ ALL I ONCRETE : 'BS, - TY CAL �J 4 J I I1 \ � TYP AL N. 1—e/ I �,.� -11II Elm rel l �—� r am 1r i �'�` I II �� L I I ` DATE ISSUED: 12/11/15 �- ♦ E-117 i a I I I_ -_ ---. - I 4Ii.2 + 1J J J\,.. _ II IPA J � L I- L a -JL- b. : - �� I�'� LTJ LSI - : i--: ' c ! 1.�`` I LIQ- J O g I ilk (6... ./ 1 _ L 3 'E 6, 6..„ Ar ______i — — v_, �If !I lig., I `"�}.�.moi , I , %�w� II i AL9 H1:1cy I ,�.IIIgill U � � 1..M IiJ L�rr�iilr. l.��I I I I i _0111 - Jif l�L' J �,� ., L�• r J I , I J : . L I L ;<I — -- i T - — L ..E1 - --' — L Li SCHEDULE 411 VENT RISER -- SCHEDUL 40 VENT RISER LOCATION: 3' OR 4"DIAMETER ABS LOCATIO : 3"OR 4"DIAMETER ABS a OR PVC PLASITIC PIPE OR PVC P STIC PIPE,TYPICAL a ! II I m A 006. . SHEET: 20. BUILDING Al - RADON MITIGATION SYSTEM AT FOUNDATION 12. BUILDING A2 — RADON MITIGATION SYSTEM AT FOUNDATION LRS Architects,Inc-©2015 F SCALE: 1/16"= 1'-0" SCALE: 1/16"= 1'-0" a 0E w N .:': IlVil J — r ;P • - GENERAL NOTES LTS �I i •. 91411 ARCHITECTT '/ L 1812.3.2 SUBFLaOR PREPARATIONA LAYER OF GAS PERMEABLE MATERIAL SHALL BE PLACED UNDER ALLr.F.•. :_ .::.._ .vim :r. I" a_ti'_ State 300 503221,2077 D ., 6 IP ! • f I • i • r w 4 /' I �f� YVIAIhAI.I�.Ct#TT ;; i , w I r r .� 1812.3.3 SOIL GAS RETARDER.A MINIMUM 6-MIL(Q.15 MM)[OR 3 MEL(0.075 MM)CROSS LAMINATED] POLYETHYLENE I ;.k: a ; I 1 y` [ I I OR EQUIVALENT FLEXIBLE SHEETING MATERIAL SHALL BE PLACED ON TOP OF THE GAS-PERMEABLE LAYER PRIOR - ��__• - _% - ' . ,. ... - "r, 1 I TO CASTING THE SLAB OR PLACING THE FLOOR ASSEMBLY TO SERVE AS A SOIL-GAS-RETARDER BY BRIDGING ANY I , I -.- ( j--, CRACKS THAT DEVELOP IN THE SLAB OR FLOOR ASSEMBLY AND TO PREVENT CONCRETE FROM ENTERING THE I _ ! \ • VOID SPACES IN THE AGGREGATE BASE MATERIAL THE SHEETING SHALL COVER THE ENTIRE FLOOR AREA WITH , F _ r- S 4 I : I ( ;; :: « i SEPARATE SECTIONS OF SHEETING LAPPED AT LEAST 12 INCHES(305 MM)-THE SHEETING SHALL FIT CLOSELY ( •'< I \ n' : } f \' I f. AROUND ANY PIPE,WIRE OR OTHER PENETRATIONS OF THE MATERIAL-ALL PUNCTURES OR TEARS IN THE 3549 ( '• ~` ( # 1 I \`_. •/ -'�' \ -1 j �, I MATERIAL SHALL BE SEALED OR COVERED WITH ADDITIONAL SHEETING. ` \ I rw I I $ ' i DANIEL C. PItRG E:L C� '? i 9812.3.4.1 FLOOR OPENINGS. OPENINGS AROUND BATHTUBS SHOWERS WATER CLOSETS, PIP '1- NPRabk :b': ratt �'`I - 0 i I ES,WIRES OR OTHER • 1 I; OBJECTS THAT PENETRATE • I , I RA CONCRETE SLABS OR OTHER FLOOR ASSEMBLIES SHALL BE FELLED WITH A • • ;;: 41 .„ K OR EQUIVALENT SEALANT APPLIED IN ACCORDANCETLAN flEG �: ! `.' WITH THE MANUFACTURER'S r POR I • I POLYURETHANE CAUL �'^ E] OREGON . ..• I AdOI :: .u. r. it iliiii, :: I r. ,.: . ., RECOMMENDATIONS. 1 .40ttw - �� AdAl ,� fgI •' :.,.`°'_ ;_:-.: ,-:---'��- ithk 1$12.3-4.2 CONCRETE JOINTS.ALL CONTROL JOINTS, ISOLATION JOINTS,CONSTRUCTION JOINTS AND ANY OTHER D {'� �� ' ISII'- - w - �. - -- JOINTS IN CONCRETE SLABS OR BETWEEN SLABS AND FOUNDATION WAILS SHALL BE SEALED WITH A CAULK OR `-, _ AllW1 R 'CC5) Al AL ri 'OL SEALANT GAPS AND JOINTS SHALL BE CLEARE=D OF LOOSE MATERIAL AND FILLED WITH POLYURETHANE CAULK 0 :-- - ""' „; 4,11 1 ::`:.;?•; ay :”; .,... �:°' , ,r 1.r,.-,,., _•'..-:• .,E ■:' OTHER ELASTOMERIC SEALANT APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 1812.3.4.8 DUCTS. DUCTWORK PASSING THROUGH OR BENEATH A SLAB SHALL BE OF SEAMLESS MATERIAL UNLESS RISER TERMINATION. MINIMUM 6' THE AIR-HANDLING SYSTEM IS DESIGNED TO MAINTAIN CONTINUOUS POSITIVE PRESSURE WITHIN SUCH DUCTING. CONSULTANT: ABOVE THE ROOF AND AT LEAST 10' RISER TERMINATION. MINIMUM 6" JOINTS IN SUCH DUCTWORK SHALL BE SEALED TO PREVENT AIR LEAKAGE. ABOVE THE ROOF AND AT LEAST 10' FROM ANY OPERABLE OPENINGS FROM ANY OPERABLE OPENINGS 1812.3.7.1 LOCATION. ONE SUBSLAB SOIL EXHAUST SYSTEM DUCTS SHALL BE INSTALLED FOR EVERY 2,000 SQUARE OR AIR INTAKE,TYPICAL OR AIR INTAKE,TYPICAL FEET OR PORTION THEREOF OF BUILDING SUBSLAB OR CRAWL SPACE AREA SERVED. 17. BUILDING A3 - RADON MITIGATION SYSTEM AT ROOF 9. BUILDING A4 - RADON MI TIGA TION SYSTEM AT ROOF 1812.3.7.2 MATERIALS.SSESD MATERIAL SHALL BE AIR DUCT MATERIAL LISTED AND LABELED TO THE REQUIREMENTS OF UL 181 FOR CLASS 0 AIR DUCTS, OR ANY OF THE FOLLOWING PIPING MATERIALS THAT COMPLY SCALE: 1/16"= V-0" SCALE. 1/16"= 1'-0" WITH THE PLUMBING CODE AS BUILDING SANITARY DRAINAGE AND VENT PIPE:CAST IRON; GALVANIZED STEEL; BRASS OR COPPER PIPE; COPPER TUBE OF A WEIGHT NOT LESS THAN THAT OF COPPER DRAINAGE TU8E,TYPE DWV;AND PLASTIC PIPING. 1812.3.7.6 IDENTIFICATION.ALL EXPOSED AND VISIBLE INTERIOR SSESDS SHALL BE PERMANENTLY IDENTIFIED WITH AT LEAST ONE LABEL ON EACH FLOOR AND IN ACCESSIBLE ATTICS.THE LABEL SHALL BE BY MEANS OF A TAG, STENCIL OR OTHER APPROVED MARKING WHICH STATES: "RADON REDUCTION SYSTEM." ; • sffi: - _i 1 . ....,__"'«' " ..... Il !� 1812.3.9 POWER SOURCE.TO PROVIDE FOR FUTURE INSTALLATION OF AN ACTIVE SUB-MEMBRANE OR SUB SLAB " "' • x�. , • I E x DEPRESSURIZATION SYSTEM,AN ELECTRICAL CIRCUIT TERMINATED IN AN APPROVED BOX SHALL BE INSTALLED �� S i _ T I.....-H.---1- 7.77#T7, ---------------1 ::--------- �__...� i - -. ....»� - �I,- I DURING CONSTRUCTION IN THE ATTIC OR OTHER ANTICIPATED LOCATION OF VENT PIPE FANS-AN ELECTRICAL ` it -" ["" """� ' � _� ""t""""""" 11 "" 1 ; �` " 4 Y "" —�• SUPPLY SHALL ALSO BE ACCESSIBLE IN ANTICIPATED LOCATIONS OF SYSTEM FAILURE ALARMS- ii 1 I E U...; E i I i _ t 11 11 Iii I . 1 € �I II it" IIII I i SEI I I 1 ' ki ........r I I. j111 III l f 1 , i I I�J ri, _ I ! ""f -Al �! \ y rlrA17 k.,t,„. i x...... J L\f----2 ! , E I '� I - ..:... E , �'I x l I Ui i lis\ �/ 14''.:i �>r , ;' I �x �� tiii _,..... \ 1 1�r_1 Ill •i 1 I'Pi ii r--. ! E• � I ! WI. �( - E. -:. .1.__ �� _II�..�� _ I ( r- ){ I , : ,. - I..i 1 � l ' I r- riLL v g I -� ; n n y E 1111 i -1I : < 0)I idi leo ") a.__r' i i, I 17-... /3 t . ft- 1 _ o�r E _-] 1�r A _......_..1. L� • —, . I '_->, i I --,, �.� �I i' I uh,._:te: ,I sm _ 1 I I. Ili - _ J IL:: 7 _.. st0 li . ..1 1. „I,.J_____F_„, 1 1 lc i riETEI.,;..-..m : 111.;(. '111111=1 1 1 1 :. 4, ........___ I ] \ rf 111>:-/-ill e L ILr 1d _ \ 1_. III F li :\1\---1°11 l III 1 ,� ` ._I _M r 11 t . II !! II E€ /II! IIi III I f I EE 1I ilyj} I iiE I 'Itc."___ i -- ' 1 ti , 3 '- :::d"-. iI IIS.,_ .I ., .::III I �i IP II ,GU' 11 ( II€ I I ...�3 ...... ' eHik II I i! I 8: I fECT NUMBER: 2i5079 I II `E _ t - 1..... .. ._ I ;Fr Ilk :.. ... ' „„„, A z �_ ter_ a Iill\\11 ___„; 7,--f ..,!,,„173....1 i L._ _it, : Tigard Apartments SCHEDULE 40 VENT RISER _ SCHEDULE 40 VENT RISER LOCATION: 3”OR 4"DIAMETER ABS LOCATION: 3"OR 4"DIAMETER ABS ' OR PVC PLASTIC PIPE,TYPICAL OR PVC PLASTIC PIPE, TYPICAL 135th and Scholls Ferry, Tigard, OR 18. BUILDING A3 - RADON MITIGATION SYSTEM AT SECOND AND THIRD FLOOR 10. BUILDING A4 - RADON MITIGATION SYSTEM AT SECOND AND THIRD FLOOR SCALE: 1/16"= 1L0" SCALE: 1/16"= 1'0" to: _ -a" -•^rx--� ...- ... } I ,I I ; ; - - �....-.,:' •—, `: I I i =1- r.. I, 14 III 11 • li • �--__ .—�'• ;b .-:-�-� _ , ! P >� ' _ - '-- :- - IW.. ,r ....._; as_. .. fir.-::,J—rte, _ _-- r.... ,- ... .�- ` --------'-'1' r IE � i - I _ 4 I ... I I A v`I I. E [ i1 :>- I itiI 'I ; i i 13-16i IiV ... .. I ! i I II (..: b j i1 I _ I III". I I I 1i IIL.: .1:1 ( ii IF HOLLAND - 1i i I d !1--- I ` il ,_ �1PARTNER iii' �, - I ! , - -r --- - r- I ry .. J -- GROUP --- 1;•-•1 f I Iti: ! �L I i ,r ' i . . _ �! - ti` � _ . I - r ‘E e LI, ,� ' I �,�, _'�_:: �, I ,.�.),I1F - r --,4�, I 1111 Main St#500 ' 1 \_,, E; Uig IFt-1 , 1 I L� II "I' I�1I:: I' I 1 E . L� - I � I \ 1 i� � � �..a J 98660 : I i I Vancouver INA I ..-`... I i , I r. 3 r,, "yIE 7 l_ _i.-.. Phone: 36 .649.7888 r II G ��� � I �w q� ••.•I t.. IN I 1 t{ II L..I 1 I r ____ \ I, A (� f ® � � _ ° .._ ..�°"`�""-� - ° ...r I.«.."�.-'—ti,••- I-- i I !1 L P B I': S�9". I _ 1-' (� ILS ;_�' 111�J l l €i .I�r � is C��,�_ .'�""� i I _ i' li ....F-. --... , 1 .-.. -s , , I ,� I y i : ICJ i ; ii i I ""N:, f ... I :Rr I I .___::..j-_ J I r .- 1 \ �, , d „.441' '� ,E trii <I • `' �r ---` ;;.J E II t...-_ ;I � i • ;] I i � I! I ' \ 1 ( -1�LE-IEET TITLE: _Ili G \., i ' t �' 11IIS I I I n .1. �C"" E..... - � .1 t I . r (1-11- - j ��' RADON I I__- #f:. ...ar �' r3 > fl --... °i �� �T I i w!.� ......_- +2.. %3:I i ` i `-� III I�7 J r , i.__ II - Il 1 _-- I 1 _ III i I :. MITIGATION f i Ei i1 I ; I `"""'I '-7 € ""i E' n i;I i { ::: yi I 11 II II i ." .... I ill i L I J tI; ... . �•�� :1 _ ;E { 1 III I -- ii �I I SYSTEM I' I "��- I I I ...t ffi" ` I I E r II i E ... li 1 J ,-r-i_ -' .""- —L E - - _l 3 L.t,..' wI - - - _ :: E Li I I i . ,.. L • SCHEDULE 40 VENT RISER , E.,= 1.ill i ''.""44•E , ir ,m -�.: LOCATION: 3"OR 4"DIAMETER ABS SCHEDULE 40 VENT RISER OR PVC PLASTIC PIPE,TYPICAL LOCATION: 3"OR 4"DIAMETER ABS OR PVC PLASTIC PIPE,TYPICAL , 19. BUILDING A3 -E ADON MITIG� TI d SYSTEM AT FII T FLOOR 0 11. BUILDING A4 - RADON MITIGATION SYSTEM AT FIRST FLOOR O 0 SCALE: 1/16" 0 1'0" SCALE. 1/16" Q NO GASPERMEABLE NO GAS PERMEABLE, NO GAS PE MEABLE NO GAS PERMEABLE MATERIAL REQUIRED AT MATERIAL REQUIRED AT MATERIAL REQUIRED AT BREEZEWAYS OTHER NON MATERIAL EQUiRED A7 BREEZEWAYS OTHER NON BREEZEWAYS OTHER NON LIVING SPACES PER 1812.3.2 BREEZEWAYS OTHER NDN I I I I LIVING SPACES PER 1812.3.2 LIVING SPACES PER 1812.3.2LIVING SPICES PER 1812:3.2 I I I _ _ _ 1.111 J111111 ,P IIIIMMAI r I MI o o __ i i -on _ .. 'r.--E-I 1 , - -i 0 __ _ _ F. — . . 7___, =:• r' F I . _, 1 ---i ‘4 [ I -..i.,_47----- CI F __. _ __, i ! it 7 r ji: -1 7— iiii ril I I 20 3AS PERME A MA 'i�'L I 20 GAS ERMEABL>� ATERIAL I HALL BE PACED UND:�' I I I I I 1 r 1 o '008 �;_L CONCR� E SLABS, I i A r -, ' '008 ALL I BE PLACE UNDER , LOf In _ _ I TYP - I -5L: I I L L_ • TYPI ANCRETE ABS, I� J E DRAWN. MJW 4 - —Lr L - ; - L - I - I n I DATE ISSUED: 12/11/15 II I r-- I [ H_Ir , ii IL._ i Q 1 .., _ i___. Ai ____F--___I L___ i . . . _______ _, , 0 -� - IIS I 0 - �?!l1111!"— _ —11 .I '— L ' A C i— 1 _ - I i �— ill l h �J _ I L 1 um , =I 1 h. _ - -7-1 r i ‘ , 0 • o Lio 444 ' , _ , If I Il , - _-r J C 'C *II Al 1 6' --h \ ___I -.= ri — L _ El -lik _1 L _____ _ Tii ik _ tr- N. cv en P I •,:f.,.. a ...31 III 'AM II II L___.] A iiiins- -— i CR r I ied Wi _, 1 WI c. n 5 • in - "PRA — — r.f_1.41 11-....i.�-, 4 SCHEDULE 40 VENA RISER - - - - - \,! - - - - - - / LOCATION: 3"OR 4'DIAMETER ABS SCHEDULE 40 V NT RISER vir a 9R PVC PLASTIC PIPE,TYPICAL Tir LOCATION: 3"0 4"DIAMETER ABS Q OR PVC PLASTI PIPE,TYPICAL Zri f A007 0 j 20. BUILDING A3 - RADON MITIGATION SYSTEM AT FOUNDATION 12. BUILDING A4 - RADON MITIGATION SYSTEM AT FOUNDATION SHEET: LRS Architects,Inc. 2015 SCALE: 1/16"= 1'-0" SCALE: 1/16"= 1'-0" m C V,m z: • :-;::,-;,:-.:..-•;;-.,1-,,-T--: Lrs _.._.. GENERAL NOTES y. � ,.r.:-.._`'�.t....�v:is '•'... +�+. ♦ :.:. •• : : : .. .•. . ARCH I TECTS f:, � 1812.3.2 SUBFLOOR PREPARATION.A LAYER OF GAS PERMEABLE MATERIAL SHALL BE PLACED UNDER ALL _ ; a. '' ;::-;-. .;: CONCRETE SLABS AND OTHER FLOOR SYSTEMS THAT DIRECTLY CONTACT THE GROUND AND ARE WITHIN THE r',:. .:.:.- ::' - - - - -I L - - - - 720 NW Davis 503221.1121�'' t WALLS OF THE LIVING SPACES OF THE BUILDING. SEE DETAIL FOR MORE INFORMATION. . 20 P- — \i:'.:. :.:. — A008 Suitbe .3OO 5t1 1.2Q77 D I .,: '°^ u,` ���. Portland OR 97209 Www.Irsa titeds.wm -" '' ,`, I - ` I___ <•�; i 1812.3.3 SOIL-GAS-RETARDER.A MINIMUM 6-MIL(0.15 MM)AOR 3-MIL(0.075 MM)CROSS-LAMINATED)POLYETHYLENE L , 1 { _Al, 1 - A OR EQUIVALENT FLEXIBLE SHEETING MATERIAL SHALL BE PLACED ON TOP OF THE GAS-PERMEABLE LAYER PRIOR TO CASTING THE SLAB OR PLACING THE FLOOR ASSEMBLY TO SERVE AS A SOIL-GAS-RETARDER BY BRIDGING ANY :.: ( •• •1 - s 4 CRACKS THAT DEVELOP IN THE SLAB OR FLOOR ASSEMBLY AND TO PREVENT CONCRETE FROM ENTERING THE ,.;i / _ '- :.. ...,':-" r: - '• ' - ' __ � �- VOID SPACES IN THE AGGREGATE BASE MATERIAL.THE SHEETING SHALL COVER THE ENTIRE FLOOR AREA WITH `-- i SEPARATE SECTIONS OF SHEETING LAPPED AT LEAST 12 INCHES(305 MM).THE SHEETING SHALL FIT CLOSELY �` = ( ` Y' I� 4 1 AROUND ANY PIPE,WIRE OR OTHER PENETRATIONS OF THE MATERIAL.ALL PUNCTURES OR TEARS IN THE r, 3540 •,-'1).....,A I - / •.:... ; i \ ;,_ MATERIAL SHALL BE SEALED OR COVERED WITH ADDITIONAL SHEETING. DANIEL C.PURGIEL ti' l y, t I I .� / 1 1812.3.4.1 FLOOR OPENINGS. OPENINGS AROUND BATHTUBS,SHOWERS,WATER CLOSETS, PIPES,WIRES OR OTHER '� L ' r OBJECTS THAT PENETRATE CONCRETE SLABS OR OTHER FLOOR ASSEMBLIES SHALL BE FILLED WITH A • • .,. N. .,,,,0 - .,,: - POLYURETHANE CAULK OR EQUIVALENT SEALANT APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S PORTLAND,OREGON „ RECOMMENDATIONS. 0 1812.3-4.2 CONCRETE JOINTS-ALL CONTROL JOINTS, ISOLATION JOINTS,CONSTRUCTION JOINTS AND ANY OTHER OF 0 —I r— r ... a - - ,y:..�:_ - . .,::.,::, ....:. i.:.., JOINTS IN CONCRETE SLABS OR BETWEEN SLABS AND FOUNDATION WALLS SHALL BE SEALED WITH A CAULK OR ;,�" :' — ',• „ __,1:. 7 SEALANT. GAPS AND JOINTS SHALL BE CLEARED OF LOOSE MATERIAL AND FILLED WITH POLYURETHANE CAULK OR • ;a' , OTHER ELASTOMERIC SEALANT APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. *' .'-_a_':.+ a�'..': M:-.^�,.-'¢.:'mac' ..,,:.4,`... r,.. • - �!� - ...�r:• '�•:-w:':'T�d :. t..�::w: ' r? ;: 1812.3.4.8 DUCTS. DUCTWORK PASSING THROUGH OR BENEATH A SLAB SHALL BE OF SEAMLESS MATERIAL UNLESS THE AIR-HANDLING SYSTEM IS DESIGNED TO MAINTAIN CONTINUOUS POSITIVE PRESSURE WITHIN SUCH DUCTING CONSULTANT: RISER TERMINATION. MINIMUM 6" JOINTS IN SUCH DUCTWORK SHALL BE SEALED TO PREVENT AIR LEAKAGE. ABOVE THE ROOF AND AT LEAST 10` 1812.3.7.1 LOCATION. ONE SUBSLAB SOIL EXHAUST SYSTEM DUCTS SHALL BE INSTALLED FOR EVERY 2,000 SQUARE FROM ANY OPERABLE OPENINGS FEET OR PORTION THEREOF OF BUILDING SUBSLAB OR CRAWL SPACE AREA SERVED. OR AIR INTAKE,TYPICAL 17. BUILDING A5 — RADON MI TI GA TION SYSTEM AT ROOF 1812.3.7.2 MATERIALS. SSESD MATERIAL SHALL BE AIR DUCT MATERIAL LISTED AND LABELED TO THE REQUIREMENTS OF UL 181 FOR CLASS 0 AIR DUCTS,OR ANY OF THE FOLLOWING PIPING MATERIALS THAT COMPLY SCALE: 1/16"= 1'-0" WITH THE PLUMBING CODE AS BUILDING SANITARY DRAINAGE AND VENT PIPE:CAST IRON; GALVANIZED STEEL; BRASS OR COPPER PIPE; COPPER TUBE OF A WEIGHT NOT LESS THAN THAT OF COPPER DRAINAGE TUBE,TYPE DWV;AND PLASTIC PIPING. 1812.3.7.6 IDENTIFICATION.ALL EXPOSED AND VISIBLE INTERIOR SSESDS SHALL BE PERMANENTLY IDENTIFIED WITH AT LEAST ONE LABEL ON EACH FLOOR AND IN ACCESSIBLE ATTICS.THE LABEL SHALL BE BY MEANS OF A TAG, STENCIL OR OTHER APPROVED MARKING WHICH STATES: "RADON REDUCTION SYSTEM." T-7. r. : [:7------r:; -- — 1812.3,9 POWER SOURCE. TO PROVIDE FOR FUTURE INSTALLATION OF AN ACTIVE SUB MEMBRANE OR SUB-SLAB T� ............. 1 , l I I • DEPRESSURIZATION SYSTEM,AN ELECTRICAL CIRCUIT TERMINATED IN AN APPROVED BOX SHALL y ;J, , � DURING CONSTRUCTION IN THE ATTIC OR OTHER ANTICIPATED LOCATION OF VENT PIPE FANS.AN ELECTRICAL � 11 ,.. — >i , , II, "�' `` 1' SUPPLY SHALL ALSO BE ACCESSIBLE IN ANTICIPATED LOCATIONS OF SYSTEM FAILURE ALARMS. I _. I1 1 II 11 „.D-.- -,L Tc--..,- ip .::.1.:::... „........„Iii t:::: .., . r , 1 P ,•-,....,-- i - - - /—' __ __,,i .,_„v „t,_ __,L,-i,__ ___i , i j I� I____••• • L-,1 1!i �_ i. _JJr 1 - 17� 1 I •1 — , I ) ., I I , ^ ice l `` i�,{ r I. ---111 I�- � Ir�� �-_,^, .^�� Lri-Hif2q.::.._: � 'Ir'> t Ill � 4.i .- , I r Ili € 0°I Fin;— { .r”. i�! f �. I I �- I.y- L-'-'L] �'� !� I Ili ",-'II 'i - --` ,I _... Is--)1....4 ira-�Ln-�ll�� ��1 ':�yr� i rte`i 'Y W .... .J.t l u- J - 1,... i l.�.i tJ' --L- - ..... .._. �! M .... - i11 I. - W. .7 , L:_.---- --1A. yi a � t.:, l �, �i;l "i s , 7 i •.� i I r— ��.11 • . i t i I AH.I �,, _./ ' i1 ). I..' I! 11; \ i , _ I -17_..ii�1. 5IN \ i /+ _ `.,`- l L- �` ` 1 Aar 7II.11 i 0 i, I' 11 1i ie R 1 Ii 1 11 n 1 I — i PROJECT NUM 2 r 5079 :.W i ,,....., q........,, , , • ,......__ I • � - I Tigard Apartments I � Ali _� 1 -_---- �..--.... --�-- r - :_s.. .._ :: SCHEDULE 40 VENT RISER i -, NT 7 LOCATION: 3"OR 4" DIAMETER ABS OR PVC PLASTIC PIPE,TYPICAL 135th and Scholls Ferry, Tigard, OR 18. BUILDING A5 - RADON MITIGATION SYSTEM AT SECOND AND THIRD FLOOR SCALE: 1/16"= V-0" -11 . 14 f1 Ir.Y I r i -? t - I :: lI iI W� ry a - r= ; _:_.;:.mo ....j711.,41-\ ill - r ..,_L; _ ,� 11 III HOLLAND =_. I 1 i �r �--r--�..._ l- ; I ;i 1, <-..i--____. . . ..._ �..,�_r• .� ... ..... li • I� =i - 1i ( I 1; l it PARTNER 1 ! I) Ii • ,i 1: i = ij� 1 11 �; _a\ II • GROUP rL I - / - I •��� I /`"\ r .;'. :- ( ® A,� ...... 1111 Main St#500 `� i s j. I I. __.____ --, �...) -1- ,---. 1 / E ..1 7 li... I' / Vancouver, VVA. 98660 r'l{� ---{-I g----��-� illii (r _ - - ` Y� 'S.�I..f �. i' __. L_.�W_{ II i�'� / ?�i i il it ',/ / 1 z id..i.ii.> II iii rte'° Phone: 360.649.7888 [1.,,,Iti-J r] i _ `I ... r�"� %143.). 1 `,F - - OI 1111,ii. {r- €' l0 '' �...� • -1_L.. �.�I---------... . I'-_- - _. ._ - Al . :.: , L. . -:- .......r L ._ 1 �----- I. r-:.----- P974\/....... c � ." I1■1f 3j p� r� �;.r- '.....--- , � ,� �1 � . {.,_;,.,.,� �. � SHEET TITLE: . ,, T . i ?_—i_`^^ -......... �1 Is -..1....__...I i '� le 4 >.......8 , 1.i... 'N4�jr ( I ,r I}• i a i; f E ik! ..LI `, % r, `� .s _ , ;i z ��' ' �.- ia. ,iJ. , y ;: I' , ,i RADON i „ _ �' ;� ; E; ._ - � `_ i -2 -, MI TI GA TION i1 :: H ' , 1 it jl ;� 1k , , r SYSTEM 11 !1 :- I; ; ' �1 1 � �. ---- ' it •....I1,_..�...._ l• 1 H..1-11'!: 1 , !I I il 0,1 1 I !- t lN.• -11147: II i h___....__._.... A 'i SCHEDULE 40 VENT RISER L._.._...__ LOCATION: 3"OR 4" DIAMETER ABS I.,. /- OR PVC PLASTIC PIPE,TYPICAL , 19. BUILDIG A5 - RADON MITIG4IO SYSTEM AT FIST FLOOR ® a a SCALE: 1/16"- 1 -0 NO GAS'PERMEABLE MATERIAL REQUIRED AT BREEZEWAYS OTHER NON (LIVING SPACES PER 1812.3.2 I I I •• \ l - - - - A 17 - ��� - - SCHEDULE 40 VENT RISER un ii i Li EMI.ii i LOCATION: 3"OR 4" —If .Y au-�� iii IC DIAMETER ABS OR PVC Tii .1 PLASTIC PIPE 0, , I u- bt,_ j ir PT SILL PLATE 4 - 7 li--=.--------lik 1 E a -- P I - MIN 6 MIL POLYETHYLENE I SHALL BEGAS MP A DUNE ..L r �r 44 - 20 '�' % SHEETING MATERIAL OVER .111 tea• 008 ALL CONCR SLABS, ~+G- MJW THE ENTIRE FLOOR AREA, DRAWN IIIj t �j T (pIOAL I m• m1= a l LAP SEPARATE SECTIONS OF [SATE ISSUED: 12/11115 L • y I SEAL SLAB SHEETING AT LEAST 12". cr, - J l c PENETRATIONS a L- �� - --- STRUCTURAL SLAB•• CONCRETE PER 0 . , 1 LI _,_, r� I I �_ ew [ 'L1,.. . --1 1 . Dlil Z • w I k `: F.:: - _ ,--„,,, . r I L. fiu:t _ - ____ ` GAS PERMEABLE MATERIAL; - SCHEDULE-A/O ' FITTING 3 , „, / / -' A UNIFORM LAYER OF CLEAN i•••': -I 1 OR 4 DIAMETER,ABS OR PVC /" // , / -N / I' i AGGREGATE,A MINIMUM OF I •�{ I -MOO RI. I 4 INCHES(102MM)THICK. THE _� i iiw�a Min it PLASTIC PIPE i 0 r�o f �� �;� • \ AGGREGATE SHALL CONSIST O - - -- - - - SCHEDULE 40 VE T RISER- r , �` 5 1 M N.. ♦ / `. / ` OF MATERIAL THAT WILL PASS THROUGH A 2-INCH ro LOCATION: 3"OR "DIAMETER ABS (51 MM)SIEVE AND BE a OR PVC PLASTIC IPE,TYPICAL a RETAINED BY A 1/4-INCH (6.4 MM)SIEVE. A008 c, SI)EA=T: 20. BUILDING A5 - RADON MI TIGA TION SYSTEM AT FOUNDATION 20. SLAB DETAIL AT VENT RISER LRS arcnfrscrs,Inc,0 201 SCALE: 1/16"= V-0" SCALE: 1 1/2"=t-0" 0 E 1x PENETRA TION PROTECTION Lrs GENERAL REQUIREMENTS 1. THIS SHEET INDICATES AN OVERVIEW OF FIRESTOP ARCH I T E C T S PROTECTION AND LOCATION REQUIREMENTS.SEE • SPECIFICATIONS, MECHANICAL, PLUMBING,AND ELECTRICAL } NW Davis 503221,1121 DRAWINGS FOR DETAILED LISTED FIRESTOP SYSTEM REQUIREMENTS. Suite 300 5032212077 D TYPICAL FLOOR OR ROOF 2. PENETRATIONS ARE OPENINGS THROUGH A MEMBRANE OR Portland OR 97209 vivAcIrsarchib3ds,00rn ASSEMBLY.CONDITIONS VARY. THROUGH AN ENTIRE ASSEMBLY AS DEFINED INCLUDING BUT NOT LIMITED TO CABLES, CABLE TRAYS, CONDUIT.TUBING, SEE WALL SECTIONS FOR PIPES, WIRING, LOW VOLTAGE ITEMS,AND RECESSED LIGHT SPECIFIC CONDITIONS FIXTURES. 3. PENETRATION PROTECTION IS REQUIRED FOR ALL PENETRATING ITEMS INTO OR THROUGH ALL FIRE RESISTIVE �`i D b� FIRE WALLS, FIRE BARRIER WALLS,AND FIRE BARRIER �•' HORIZONTAL ASSEMBLIES,SMOKE BARRIER WALLS,AND FIRE PARTITION WALLS. ..., 3540 SEE CODE ANALYSIS PLAIN WALL TYPES(WHERE APPLICABLE) V DANIEL C. Di ID EI �-t AND FLOOR PLAN WALL TYPES FOR LOCATIONS OF REQUIRED Q WALLS WHERE PENETRATION PROTECTION IS REQUIRE=D. y �` PENETRATION •PROTECTION IS REQUIRED FOR ALL • PENETRATINGITEMSINTOOR THROUGHALLPORTLAND OREGON FIRE RESISTIVE Pp HORIZONTAL ASSEMBLIES(FLOOR,FLOOR.CEILING C ' �:'s�':• ASSEMBLIES OR CEILING MEMBRANES OF ROOF-CEILING ASSEMBLIES) L' OF 08L EXCEPT PER OSSC SECTION 713.4.2 AT NON FIRE RESISTANCE RATED HORIZONTAL ASSEMBLIES: 1, NONCOMBUSTIBLE PENETRATING ITEMS THAT CONNECT NOT MORE THAN THREE STORIES ARE PERMITTED THROUGH PENETRATION ITEM PROVIDED THAT THE ANNULAR SPACE IS FILLED WITH APPROVED NONCOMBUSTIBLE MATERIAL TO RESIST THE j /A FREE PASSAGE OF FLAME AND THE PRODUCTS OF COMBUSTION. CONSULTANT: 2. COMBUSTIBLE PENETRATING ITEMS THAT CONNECT NOT MORE THAN TWO STORIES ARE PERMITTED PROVIDED THAT THE ANNULAR SPACE IS FILLED WITH APPROVED r. . . MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND ANY CEILING ::::;•f: THE PRODUCTS OF COMBUSTION. EXCEPT PER IBC SECTION 713.4 PENETRATIONS IN HORIZONTAL ASSEMBLIES ARE ALLOWED TO USE THE SHAFT ENCLOSURE EXCEPTIONS PER SECTION 708. • ::; ;;.;: SEE REQUIREMENT NOTES TA,T-B,T-C,T-D THROUGH WALL PENETRATION REQUIREMENTS T-A SEE PENETRATION PROTECTION GENERAL REQUIREMENT NOTES FOR ADDITIONAL REQUIREMENTS AND FOR TYPES r.' OF ASSEMBLIES REQUIRING PROTECTION. T-B THE PENETRATION OF A MEMBRANE IS THE PENETRATION OF ANY SURFACE ON ONE FACE OF A REQUIRED FIRE n�'--A RESISTIVE ASSEMBLY. PROVIDE APPROVED FIRESTOP PROTECTION AT PENETRATION CONDITIONS OF REQUIRED WALLS AND TESTED IN ACCORDANCE WITH ASTM E 814 OR UL 1479 WITH AN F-RATING NOT LESS THAN THE INDICATED FIRE RESISTIVE ASSEMBLY RATING OF THE ASSEMBLY PENETRATED: NEW METAL STUDS THROUGH PENETRATION ITEM 1.ALL PENETRATIONS: ALL LOCATIONS EXCEPT: / TYPICAL OPENING PROTECTIVE FIRE a. IN REQUIRED CONCRETE AND MASONRY WALLS,CONCRETE,GROUT,OR MORTAR IS ALLOWED AT THE EXISTING METAL STUDS RESISTIVE RATED WALL AS DESIGNATED ANNULAR SPACE OF PENETRATING NONCOMBUSTIBLE PIPES AND CONDUIT NOT OVER 6"NOMINAL DIAMETER. AT GENERAL NOTE 3.CONDITIONS VARY. •• • ..•: THE MAXIMUM MASONRY OPENING ALLOWED IS 144 SQUARE INCHES. THE MATERIAL MUST BE INSTALLED THE •ADD "GYP. BD. SEE FLOOR PLANS AND WALL TYPES FOR a FULL THICKNESS OF THE WALL OR THE THICKNESS REQUIRED TO MAINTAIN THE FIRE RATING. % / SPECIFIC CONDITIONS b. AT THE ANNULAR SPACE ONLY WHEN THE ANNULAR SPACE MATERIAL USED CONFORMS TO THE ASTM E 119 - TYPICAL FLOOR ASSEMBLY.CONDITIONS T1ME-TEMPERATURE FIRE CONDITIONS CRITERIA, PREVENTING THE PASSAGE OF FLAME AND HOT GASES TO VARY. SEE WALL SECTIONS FOR "`;' IGNITE COTTON. "' SPECIFIC CONDITIONS •'`.-':;•• T-C DUCTS AND AIR TRANSFER OPENINGS THAT ARE NOT PROTECTED WITH FIRE DAMPERS SHALL BE PROTECTED WITH \\__ APPROVED FIRESTOPPING. T-D NONCOMBUSTIBLE PENETRATING ITEMS SHALL NOT CONNECT TO COMBUSTIBLE ITEMS BEYOND THE POINT OF EXISTING 1-HR.WALL s RECESS PANEL AL ADD e GYP. BD. FIRESTOPPING UNLESS IT CAN BE DEMONSTRATED THAT S THE FIRE RESISTIVE INTEGRITY OF THE WALL IS MAINTAINED. (TYP) CONDITION @ OPENINGPROTECTIVE VE 2 X 6 WALLPROJECT NUMBER 215079 Tigard Apartments 135th and Scholls Ferry, Tigard, OR 4. TYPICAL THROUGH WALL PENETRA TIONS 1. RECESS FIXTURE WRAP SCALE: NTS SCALE: 1 112"=1'-0" >' • .:!`• WALL MEMBRANE PENETRATION REQUIREMENTS 1 f M-A SEE PENETRATION PROTECTION GENERAL REQUIREMENT NOTES FOR ADDITIONAL REQUIREMENTS AND FOR TYPES M- C DUCTS AND AIR TRANSFER OPENINGS THAT ARE NOT PROTECTED WITH FIRE DAMPERS SHALL BE PROTECTED WITH ASSEMBLIES IR T DUCT THROUGH FIRE OFSEMB 5 REQU 1NG PRO ECTION. P A PROVED FIRESTOPPING. 'r' --!' - ''i'-F'. �''�•' i•' •-'r ' 'rte', 'r'r' ,::r•'l i'r•7•''. :• 'i'r'Y f'•... •f RATED FLOOR-CEILING ? B M THE PENETRATION OF A MEMBRANE 1S THE PENETRATION F N F ASSEMBLY. SEE MECH ::.:•::•.:•::•:•-:•::::•:::••:-.--:•:-: N p ANY SURFACE ON ONE FACE OF A REQUIRED FIRE M D NONCOMBUSTIBLE PENETRATING ITEMS SHALL NOT CONNECT TO COMBUSTIBLE ITEMS BEYOND THE POINT OF DRAWINGS FOR .::::•::•::::::.:::: :::;•:::'••: RESISTIVE ASSEMBLY. PROVIDE APPROVED FIRESTOP PROTECTION AT PENETRATION CONDITIONS OF REQUIRED FIRESTOPPING UNLESS IT CAN BE DEMONSTRATED THAT THE FIRE RESISTIVE INTEGRITY OF THE WALL IS MAINTAINED. TYPICAL FLOOR OR ROOF ::: : :- TYPICAL FLOOR OR ROOF DAMPERS -- 1 HR FIRE RATED SHAFTWALLS AND TESTED IN ACCORDANCE WITH ASTM E 814 OR UL 1479 WITH AN F-RATING NOT LESS THAN THE INDICATED ASSEMBLY. CONDITIONS VARY. ASSEMBLY.CONDITIONS VARY. -r WALL USG UL U469(1"SHAFT SEE WALL SECTIONS FOR SEE WALL.SECTIONS FOR FIRE RESISTIVE ASSEMBLY RATING OF THE ASSEMBLY PENETRATED: LINER IN 2 1/2" METAL SPECIFIC CONDITIONS FOR DUCTS WITHOUT FIRE SPECIFIC CONDITIONS 1.ALL PENETRATIONS: H O L L r� N D 1"MAX.TYP. FRAMING W/(2)LAYERS OF TYPICAL OPENING DAMPERS. SEE ALL LOCATIONS EXCEPT: GYP. BD.OVER TYP.} REQUIREMENT NOTES M-A, SEE REQUIREMENT NOTES a. IN REQUIRED CONCRETE AND MASONRY WALLS, CONCRETE,GROUT, OR MORTAR IS ALLOWED AT THE PROTECTIVE FIRE RESISTIVE M A, M B, M 131c PARTNER 1 SHAFTS FOR DUCTS ARE RATED WALL AS DESIGNATED • MRD B, M C, M D MEMBRANE PENETRATION ANNULAR SPACE OF PENETRATING NONCOMBUSTIBLE PIPES AND CONDUIT NOT OVER 6"NOMINAL DIAMETER. REQUIRED IN ALL 1-2,AND 13 AT GENERAL NOTE 3. ® SPRINKLER HEAD THE MAXIMUM MASONRY OPENING ALLOWED IS 144 SQUARE INCHES. THE MATERIAL MUST BE INSTALLED THE GROUP llE : OCCUPANCIES THROUGH - 1111 FULL THICKNESS OF THE WALL OR THE THICKNESS REQUIRED TO MAINTAIN THE FIRE RATING. "` "� CONDITIONS VARY. SEE 1111 Main St#500 ._.�,_.,_.��- —I • %'-' \—\--- - ANY FLOOR. REQUIRED j T FLOOR PLANS AND WALL Vancouver, 764A99. 8660 ... --� WHEN DUCTS GO THROUGH TYPES FOR SPECIFIC F b. AT THE ANNULAR SPACE ONLY WHEN THE ANNULAR SPACE MATERIAL USED CONFORMS TO THE ASTM E 119 2 OR MORE FLOORS IN ?:: TYPICAL OPENING PROTECTIVE FERE7 TIME-TEMPERATURE FIRE CONDITIONS CRITERIA, PREVENTING THE PASSAGE OF FLAME AND HOT GASES TO Phone: 360 7888 OTHER OCCUPANCIES WITH CONDITIONS :,..:• RESISTIVE RATED WALL AS IGNITE COTTON. CLOSURE FRAMING ❑- AN EXCEPTION FOR DESIGNATED AT GENERAL NOTE 3. MEMBRANE PENETRATION CONDITIONS VARY. SEE FLOOR PER STRUCTURAL 1 _C C. A PENETRATING FIRE SPRINKLER(HEADS)ANNULAR SPACE MAY BE DWELLINGS ITEM PLANS AND WALL TYPES FOR U S C COVERED BY A METAL ESCUTCHEON SHEET TITLE: DRAWINGS _� PLATE. :' SPECIFIC CONDITIONS : :'`;.' SEE REQUIREMENT NOTES SEE REQUIREMENT NOTES 2. ELECTRICAL OUTLET BOXES: PENETRA TION �" ::; ; ��`1 M A, M B, M D MEMBRANE PENETRATION MA, M-B,M-B2 a. STEEL ELECTRICAL OUTLET BOXES: NEED NOT BE PROTECTED IF NOT OVER 16 SQUARE INCHES AND NOT .... OUTLET OVER 100 SQUARE INCHES OF AGGREGATE AREA PER 100 SQUARE FEET OF WALL AREA. REQUIREMENTS TYPICAL FLOOR ASSEMBLY. TYPICAL FLOOR ASSEMBLY. b. TESTED FIRE RESISTIVE ELECTRICAL OUTLET BOXES OF ANY MATERIAL ARE ALLOWED WHEN INSTALLED IN CONDITIONS VARY. SEE WALL CONDITIONS VARY. SEE // SECTIONS FOR SPE=CIFIC WALL SECTIONS FOR ACCORDANCE WITH THE TESTED ASSEMBLY. FIRE RESISTIVE RATED CONDITIONS SPECIFIC CONDITIONS- FLOOR-CEILING ��/y/�/���// FIRESTOP SEALANT PERG. OUTLINE BOXES ON OPPOSITE SIDES OF A WALL MUST BE SEPARATED BY AT LEAST 24", ASSEMBLY. MANUFACTURER'S "` OR BY CONDITIONS VARY. REQUIREMENT THE HORIZONTAL DISTANCE OF NOT LESS THAN THE WALL CAVITY THICKNESS WHERE THE WALL CAVITY f FILLED WITH CELLULOSE LOOSE FILL ROCKWOOD OR SLAG MINERAL WOOL INSULATION OR BY APPROVED SOLID FIREBLOCKING • • '::.' '::: : ; • • OR I3 Y , PROTECTING BOTH OUTLET BOXES BY LISTED PUTTY PADS, OR BY 2. SHAFT PENETRATION THROUGH FLOOR-CEILING 5. TYPICAL WALL MEMBRANE PENETRATIONS 7. TYP SPRINKLER & ELECT BOX PENETRATIONS OTHER LISTED MATERIALS AND METHODS. SCALE: NTS SCALE: NTS SCALE: NTS FLOOR-CEILING/ROOF-CEILING ASSEMBLIES PENETRATION REQUIREMENTS ..' HASEE PENETRATION PROTECTION GENERAL REQUIREMENT NOTES FOR ADDITIONAL REQUIREMENTS AND FOR TYPES • OF ASSEMBLIES REQUIRING PROTECTION. DUCT THROUGH FIRE RATED ':�`'' ROOF-CEILING ASSEMBLY. '.::'j SEE REQUIREMENT NOTES SEE REQUIREMENT NOTES H-B PROVIDE APPROVED FIRESTOP PROTECTION AT ALL PENETRATION CONDITIONS OF REQUIRED HORIZONTAL ` SEE MECH DRAWINGS FOR TYPICAL FLOOR OF FIRE ASSEMBLIES AND TESTED IN ACCORDANCE WITH ASTM 814 OR UL 1479 WITH AN F RATING AND T-RATING OF AT LEAST 1 Z DAMPERS :r•;; H A, H 61, H C, H D RESISTIVE RATED FLOOR CEILING H A, H-62, H C, H-D HOUR AND NOT LESS THAN THE INDICATED FIRE RESISTIVE ASSEMBLY RATING OF THE ASSEMBLY PENETRATED. TYPICAL FLOOR OF FIRE RESISTIVE .f. • ASSEMBLY. CONDITIONS VARY. I.THROUGH PENETRATIONS: 2. MEMBRANE PENETRATIONS: ROOF FRAMING RATED FLOOR-CEILING. CONDITIONS SEE WALL SECTIONS FOR ':�:: IL SYSTEM VARY. SEE WALL SECTIONS FOR SPECIFIC CONDITIONS ALL LOCATIONS EXCEPT: ALL LOCATIONS,AND WHERE FLOOR CEILING ASSEMBLIES ARE REQUIRED TO HAVE A MINIMUM 1 HOUR FIRI=RESISTIVE o SPECIFIC CONDITIONS . .` a. PENETRATIONS ARE ALLOWi D THROUGH MORE THAN ONE FIRE RESISTIVE RATED FLOOR ASSEMBLY BY RATING, RECESSED FIXTURES SHALL 8E INSTALLED SUCH THAT THE REQUIRED FIRE RESISTANCE WILL NOT BE REDUCED. VARIES. SEE STEEL, FERROUS OR COPPER CONDUITS, PIPES, TUBES,VENTS,AND CONCRETE OR MASONRY WHERE THE EXCEPT: STRUCTURAL _ ROOF MEMBRANE : ;; : .:: :.::;;;:; ::.::: iiiiiiiiiiiii ANNULAR SPACE IS PROTECTED WITH MATERIALS THAT PREVENT THE PASSAGE OF FLAME AND HOT GASES DRAWINGS 1116 ::,: ::.:.. r._;:;: .::.::.:..:..:;;; a. MEMBRANE PENETRATIONS ARE ALLOWED BY STEEL, FERROUS OR COPPER CONDUITS, ELECTRICAL OUTLET BOXES, ____ z PENETRATION NOT TO IGNITE COTTON WASTE WHERE SUBJECTED TO ASTM E 119. THESE PENETRATING ITEMS ARE NOT OVER 6 ' ,� . i,. .•• PIPES TUBES VENTS AND CONCRETE OR MASONRY PENETRATING ITEMS WHERE THE ANNULAR SPACE IS ED. NOMINAL DIAMETER AND THE MAXIMUM AREA OF THE PENETRATING PENIN I 144 AR I REQUIRED. 0 G S SQU E NCHES IN ANY 12/11/15 TE ISSUED: �, QA . ....... . . . . . . . .. .. . . . . ... . . . PROTECTED WITH MATERIALS THAT PREVENT THE PASSAGE OF FLAME AND HOT GASES T IGNITE COTTON WASTE 0 SEE STRUCTURAL SEE GENERAL NOTE 3 100 SQUARE FEET OF FLOOR AREA. O G S S O O :: ; WHERE SUBJECTED TO ASTM E 119.THESE PENETRATING ITEMS SHALL NOT EXCEED AN AGGREGATE AREA OF 100 DRAWINGS FOR ARE FEET F b. SQU EE 0 CEILING AREA IN ASSEMBLIES TESTED WITHOUT PENETRATIONS. SUPPORT ♦ PENETRATIONS ARE ALLOWED THROUGH F HRO ONE IRE RESISTIVE RATED FLOOR ASSEMBLY BY STEEL FERROUS FRAMING WHERE • • • • • • • • OR COPPER CONDUITS PIPES TUBES AND VENTS WHEN THEY ARE T V NO OVER fi" NOMINAL DIAMETER AND _ _ b. TESTED FERE RESISTIVE ELECTRICAL OUTLET BOXES F ANY MATERIAL INSTALLED I (<5' REQUIRED CONCRETE GROUT OR MORTAR IS INSTALLEDTHE FULL S C S 0 AL ARE ALLOWED WHEN NSTA ED N THICKNESS OF THE FLOOR OR THE THICKNESS ''•'''.i.:•'�, ACCORDANCE WITH THE TESTED ASSEMBLY. REQUIRED TO MAINTAIN THE FIRE RESISTIVE RATING AND THE MAXIMUM AREA OF THAT PENETRATION TYPICAL CEILING O' FIRE 1 HR FIRE RATED SHAFT OPENING IS 144 SQUARE INCHES. = RESISTIVE RATED WALL- USG UL U469(1" F AND T RATING REQUIRED WHEN TYPICAL CEILING OF FIRE RESISTIVE c• A PENETRATING FIRE SPRINKLER)HEADS)ANNULAR SPACE MAY BE COVERED BY A METAL ESCUTCHEON PLATE. —�— FIXTURE MEMBRANE S ROOF CEILING ASS.:MBLY. IPI SHAFT LINER IN 2 1/2"METAL PENETRATIONS ARE WITHIN A WALL RATED FLOOR-CEILING OR PENETRATION c' TESTED FIRE RESISTIVE ELECTRICAL OUTLET BOXES OF ANY MATERIAL ARE ALLOWED WHEN INSTALLED IN CONDITIONS VARY. FRAMING W!(2)LAYERS OF THAT ONLY EXTENDS TO CEILING OF ONLY T RATING REQUIRED ROOF-CEILING ASSEMBLY. q WALL SECTIONS FO" GYP. BD.OVER TYP.) ASSEMBLY E'':'': WHEN PENETRATIONS ARE CONDITIONS VARY. SEE WALL SEE REQUIREMENT NOTE ACCORDANCE WITH THE TESTED ASSEMBLY. iSPECIFIC CONDITIO S WITHIN A WALL THAT SECTIONS FOR SPECIFIC H-B2 TYPICAL CEILING OF FIRE RESISTIVE •••••••,- :: EXTENDS TO FLOOR OF d- FLOOR PENETRATIONS CONTAINED AND LOCATED WITHIN THE CAVITY OF A WALL DO NOT REQUIRE A T CONDITIONS s .- -----__ RATED FLOOR-CEILING OR ASSEMBLY.SEE SPRINKLER MEMBRANE RATING(WHEN WALL EXTENDS TO FLOOR OF ASSEMBLY PER HANDBOOK). a .' I. ROOF CEILING ASSEMBLY. �::• REQUIREMENT NOTE H B1d PENETRATION ---' y---•-. r:: :' H-C DUCTS AND AIR TRANSFER OPENINGS THAT ARE NOT PROTECTED WITH FIRE DAMPERS SHALL BE PROTECTED WITH m .�. CONDITIONS VARY. SEE WALL SEE REQUIREMENT NOTE APPROVED FIRESTOPPING. SECTIONS FOR SPECIFIC CON ITIONS 1,' :., 1FIRESTOP SEALANT • H-B2c 2 PER MFR REQ.AT THROUGH PENETRATION H-D NONCOMBUSTIBLE PENETRATING ITEMS SHALL NOT CONNECT TO COMBUSTIBLE ITEMS BEYOND THE POINT OF AT WALL PENETRATIONS. :`:` ITEM TYPICAL.SEE ,CEILING ONLY, : :_::. FIRESTOPPING UNLESS IT CAN BE DEMONSTRATED THAT THE FIRE RESISTIVE INTEGRITY OF THE WALL 1S MAINTAINED. ROOF CEILING MEMBRANE SEE WALL PENETRATION REQUIREMENT NOTE H B1 !TYPICAL- - - -- PENETRATION CONFORM TO ••-•:•:•.••:••'•••.:••-:•:'•:'• :;: -T F1"MAX•TYP ROOF-CEILING PENETRATION REQUIREMENTS . .::.:.: 1 NOTES . . m 1 A009 3. SHAFT PENETRATION THROUGH ROOF-CEILING 6. TYPICAL FLR-CLG THROUGH PENETRATIONS 8. TYP FLR-CLG MEMBRANE PENETRATIONS SHEET: SCALE: NTS SCALE: NTS SCALE: NTS LRS Architects,Inc©2Q15 m i X' • • -" 2 o SITE INFORMATION •- `;` .„.i ' . ' .:-5°` °O �-�' ' ate" 3 2 o °c••,° ZONING: R-25 �""` ",..,' p as TOTAL LOT AREA 455.420 SF(10.455 AC) i. r -"' Q O a) LOCATION 1S133AC 1450054' PROPOSED DENSITY 240 UNITS ,..„.„----- -.;„;.„.,....--f-.:„..-/ "�� y 1''/ -"'ry _CM C ✓ a y_ + SITE PARKING STATISTICS _- U VEHICLE PARKING STALLS ••— y .r'"' -.., '" "" ' y`°• j con N REGULAR 18.5'X8.5'STALL WITH 28'DRIVE AISLE: 144 '"' `--- ' • i 0 REGULAR 18.5'X10.0'STALL WITH 24 DRIVE AISLE: 27 -" W " � N„" � " -' COMPACT 18.5'X7.5'STALL WITH 28'DRIVE AISLE: 61 �•I "-”-� -�' �._.------ ' , ..M "`� ' ---10 I ADA ACCESSIBLE STALL: 8(8 REQUIRED) I ,,..�-" : ^-'` V-• '" - �Y,..^' ' I GARAGE STANDARD STALL: 70 �� � GARAGE ADA ACCESSIBLE STALL: 4(4 REQUIRED) •I °,,,,.-- h, � ,' 0, • - ��1k 1:— /I• .CARPORT ADA ACCESSLE STALL: 5(5 REQUIRED) _ -u ' . TOTAL VEHICLE STALLS: 412 STALLS �I - ". X' .0- ._,..,------I' ..,---�"•'' ,I. I- ... - � 1 r. BIKE PARKING STALLS -.• N '' ' ...•-•-•....„----I -' ,"� .. ` nom " '�/"s�� �` . �I �CO i ap N W H 74 STALLS ` : . "" l — ' a, o COMMUNITY BUILDING B STALLS ----"5.------.` Y h 14.0 RIGHT OUT _ • oa LO F o RESIDENTIAL BUILDINGS 40 STALLS , LS:FE 25A' s $ - - �,.�""' «� _ 56g�� ; ; - I NEMIO a C�7 r :..'..0 / I 'X TOTAL BIKE STALLS: 122 STALLS "`+ ` pP �� ,:_ --" ; ';,A _ _ ::\:'.." -�,,.. •�' x 14.0' /- `� . . f / • \ �r"^ RIGHT IN ._; �� /%I °, .I 1 y -.- ‹. : ' \ ) • • .:.i.‘;i. _'' :. ...,,..7_T .,,,,::0 ... _.--- .,..„,,,,,,,,,..„0„....e. .--- ' -----`,"-:,•„„,:,. • .� 1100" �� . 1 t. 7 ,„---- ..--- ,...------ ,-,--- .....--_-,---- ....--... ,A, • ilk --- \..),\___\._ -"r-- • r: / -".."-r; 0 ' ' '' �_- "�- : , F''''''' • 30.0' ENTRANCE 5�, 1 •_�. �i ti����E ' ' i.: f '• ' // I T. '£ r, .. ;� �� .. w - % DRIVEWAY , $ �' \ ��- QV) r ' = - '� �• X117.0 PROP. ROW.,b �� ,: i.:,.;:.. ,� 1 �.� / e ,..,, II: r,,..3. ,_,,,,y-,,,L.,....1(.,:..„..tti.L.11,..1.,;.,..0.:. / , I II IMINININ•, I II c�j ` "-' r ,'-` "^ ' /' -Ii. ! S89°52'42"lil ., AA 0 €} ....-- �r�. r� ter" �' 1' / _ -- .\ iiik 00. ......... ,,•,,\ ___ _. - ••••"::::••••••• . .,,,, ,-- L'\ „ _,;-..,,,,-- 105.0' X. ROW �� 6g'Z / = i '- I /21,' 3 •, ,• ---- -"PROP. 117.0'ROW ---•- `� / \II • I i ' f ' r1/ .' K 62.1'HALF ROW--.------::::---.7. ' �r' ° '. , I r 1 �: r_ ;• • W LL iz- r. . . i.,:i... fit �� 12:0'ROW DEDICATI• 40� - 8.0'PUE _ . -IIIIIIIIIk 11 y , , _ cR' / .. \ �A II EGEND �-- .�, • • t. • • \ i I - - EXISTING BOUNDARY LINE1 11 . I � -"~/I \ , -~ '''�' �''0011. . t 1CL ‹c . 1 r- - . 1 7 _ I EXISTING CENTERLINE ;••••:.4.,' i' 1 • 1 1 • F . . 3 I 9 ` -� 'Q -- -- - EXISTING RIGHT-OF-WAY LINE W LL • �� If . :; �:,'. i I EEJEE OPONDARLINh < < O riA, 1„, .,;;;....„,-.....7. ..--..----r.. lii. /. . • ` ;4 . �g . L.a.6; _. `, 0 '" I I-?. ellile." ei:.:,-. '-' r,�. \'• �` . iar a . ;$' �`' C. HZ J "` R DRAINAGE LINE 1 '' °. g, l I- EX STORM DRA J n/ Z 0 ,---- i 1 • / / ° __.',,----\ ± - — i — ��' ,°' �_...1 I ! ...: D S,w "-- - EX. SANITARY SEWER LINE Q { ,6.‘er„.„...„„,,,---- 1 • MAL : I I. I W- " - EX. UNDERGROUND WATER LINE —I .,' ' ' :-0... ' — /' �.' ROOM - - -• _I _ _I 0 _i • j�;�, 1 i ry &, :..''.:.:.•.:_ .; , . r € I I r^ EX. UNDERGROUND NATURAL Ctw `^,`.,'.•. •'�#"b` .. '19:t, Cly I • '. .-:'.7.77• -• V ? ::, . -F • :• -. ,,. . I� !- Z. GAS LINE 0 C� .� , a 1 - - I . EX. OVERHEAD WIRE O — , , \ ‘ l �� l l . /;� • �: � \• { In "� t ,� . . 11 L I EX. CONCRETE SURFACE izhniiief,..le:.•!*:;•'::, . •::••••-:-..• I ti 4 L Y 8.0'PUE ,::.\ .. Imo „„.,A i E F - . 4 I I I EX. SANITARY SEWER MANHOLE 1 € :i EXISTING I, • - ; I I 1 EX. STORM DRAIN MANHOLE • i 60.0'ROW „ ■ . k , U ) a.t !'.,'.::!!!!!!!!!!!!!!!!!•:k- - • ...._....,__.,.._...1.. EX. CATCH BASIN 37.5'HALF ROW ^� � ! ❑ a o • EX. CURB INLET I- I I ; I 1� , .: :. .. ., a a: \- _ �... L I - EX. DITCH INLET PROPOSED !ffla . I \ �' ` EX. FIRE HYDRANT 67.5' ROW ■ ,,% I I I I 1 I I I ) I I I I \ ✓ :> • I� c c c I c c c c - C - JE• j - WATER VALVE o a I r / • 5.0 PUBLIC V�,w FI SEVENT ..,;, :.:.,: I w ^ g4✓ 4 I 1 EX. STREET LIGHT(COBRA ARM) _ T • I I' z • ; =r; ' M s's a,!•, ::Mo', iii - / �:,'' t C,.' — r ", C!3 x •• • 0° - EX. UTILITY POLE w T -1 f I ET T � I • 0 .:••• .-- •.• (n iIiIiIIIII , , ., , 11 I I I i i I I { Ex. TRAFFIC SIGNAL POLE YI L I .1 ± ,; f 1 1 r ��`, a_:. • I I ..L. - EX. SIGN POST 1 � rtiaI 1 III • 0 1111 20.0 SETBACK • .I .. •:,..,: , . —la �� - l k: EX. WATER METER BOX - } Il 1 . • z41 �) • I• PROPOSED CURB \ l ' 1i i 24.0' L'_ N I 1 - PROPOSED RETAINING WALL 12 l I �7 1 • I (• - II I PROPOSED BUILDING 1 I a n n - PROPOSED FENCE ,,,,,,, j / 4: ' Nce ..,4, ��EDPROFFS l j . "� �rt° �1 " 1- ICil / I 0 - PROPOSED CONCRETE L4,,.... 0. ` ` : _ O 1 t 24.0'ENTRANCE 1__.1LEE i_ - _ 3 .P • DRIVEWAY =—; J ;., • _�T_. rl '�•'"i�i�i♦�♦*��♦'i*♦*� 3k \._k �._ . "-ter-�..-.--_��� 1♦♦♦♦♦♦♦+♦♦•♦♦♦♦♦♦♦♦♦r♦♦♦♦♦♦♦♦♦♦♦*� © { 3 r p '�♦i"�M!J':!iti: i '+ - ♦♦♦♦•♦♦♦••♦♦ •♦•� - PROPOSED WATER 1 GQ�,, �? > ..: .. �:�. ��� - - ... i��♦_�����♦������.h�.����♦� .��_._.& ��.�_.._& ._&. — I QUALITY FACILITY �r p. iri i ; �a r:+e*E�w r�i�i�:rrr��♦a-r-a a♦�ra ♦iii ♦itr�a'�i♦a a a♦i a♦i♦i a♦i♦av a'�i♦a ara'ri♦r-�w ♦wc*�i♦i 4: u ( 0 s-_ _ -$9 2'S$ C 3.99 \ - PR DUTY (t, {. • HEAVY 0 o • 4` 'y:. . • ... .. ' �., :...- -•••' ".,.�.�'.• N$9 52 42 E !i f �,; S s t \ `\ 44 :` •• . : - '''''' 654.91' 9 g, \ ao in 1 z PAVEMENT �� PROPOSED Wiliaililifiliiiiiii ' s F • +i 27.0' HALF ROW 1 1 I I I [ I I I I I i _ EXPIRES 12/31/16 1 ) - = - - -� � .. _ PROP. 52.0'ROW m .. "u ., axa . ..................... - ..a ..,m,. �_ ®� m .rv�- - � s. w �� ��, . .. . . ....... . .. M - ., ,w� ,� n.-_...., �_,� C.� o PROPOSED LIGHT DUTY 422 9 1 i� cu i �t 52.0'ROW EX.50.0'ROW i J'; ) `/? .' i - PAVEMENT Z DATE 11?10712045 — SW HAWKS BEARD ST - �. ` �- �, ` i „� PROPOSED BICYCLE PARKING • r c .,...m .,m...... --;•..,.... DRAWN MJZ ._ _.,. _,�.�. .� - .,�. —— �; STALLS I € ..»... ��.»v�_�,,.,,, �w»..,:v^:-,: , ::�.r,r.._:. _-- _.. .. ..�,..,.., _ as .�. '' — } .. c. w ..¢ .. F .. as• : c :- 4 'l.._... �' r•." a� o �.. .� -.... . .. .: . DESIGNED I 3 ���� ���������..�..�.�� ��.�..�� ��� ...����,..��� �� -,meq- .. , I MJZ M . � _:. J^ R \ CHECKED I KSR A'' PROJECT# 121509510 m w� x .._ 5 p . .. ^ ,.�ems. SHEET TITLE 5 a V/ ~1 a F-- OVERALL SITE PLAN Q -� 'I. SHEET NUMBER r F SCALE. 1"=40' Z E N " M � � a 200 c.oa o 4; 40 20 0 40 0 E i.45 LAND USE# SDR 2015-00004 / r - --- - --r,J' .moi`'. 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B SEE CIVIL SITE PLAN FOR PARKING INFORMATION / /40,/ � % ' I ' • .• BLDG l C ALL APARTMENT BUILDINGS TO HAVE NFPA13 FIRE SPRINKLERS PER 2014 OSSC AND FERE CODE .-or V. _ ....-•• e ! e BLIG -A 6 1111 (' l'r4.14,.de( ; / W ' / I 14 . ° '' POOL _ : %//inn.r %//. 4. 1� REQUIREMENTS. • r a A4 r • a - • • ,,,�, I KEYNOTES W O III a. • a �I- • • • // • TRD 18 HOLLAND ° I 1 PRIVATE GARAGE 1 S /;i MI - - Z W PARTNER e 7 i I / / � 1 : / I • • ,• • " ; :� -81 I _ TRD 18 TRASH G R O U P A. • TRD 10 ti i ti 0 / / 0 O g r __ O / 1_ _ L O u O3 TRASH COMPATOR 1111 Main St#500 �' �' 1'1=B" I I Vancouver, WA 98660 1 \ r - c:., - o BLD �� 6 .: .. ... ,... y / col'c/��� / TRD 18 4O FIRE SPRINKLER ROOM Phone: 360.649.7888 • II \ ) I e �� , -----*. o w\ CO r ; 2T 8" TYPE A4 18'-3112' FTI w i (fir O ACCESSIBLE PARKING GARAGE litti G � I i r G7 ,. . : `� O SHEET TITLE: I oGP�� G � ff Q w • _ �- . , NGin N Q I �" TR � W n ELECTRICAL METER LOCATION,SEE ELECTRICAL DESIGN j V r • I ��� M U �h i BUILD DRAWINGS SITE liaL rCO i .:' 7 MONUMENT SIGN _\ 0 U 0 . ..• . . 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B L D �3 V Ail 62'-11 112" JAIL 661-0" ■, • 1III 1 l _ TYP A2A :. - - :• TYP A2 ,� 2,'-„” TRD 16C 041 f TYP • A5 to 1 • • ` �� � y TRD 16 1 at j I. /■� i I !■/ 1 Ah ■ •s..��•A ' ■ •.•I 4 'L I DRAWN BY: DYM i /////_ !/ / 105 I U �..��.; �iiii., Ts ( / .f►♦ ♦ •., I �I . / - . 4:. •° ' ---- ` FTRD 221 CO J DATE ISSUED: 12111115 1 I=i LI i t TRC 08 mo ØI o �- �.. w:w- �.w. �� - w- - �,� �� -:w w-w- - - w� w� w�w� �w� �w� �w�w��w�w��w�w��w�w� �. �����������������������-.� �������.w'������������������������������������.�������������������������`. i Q Q ".........., a .:i►ilf ifi :%%2StZ_ SS a_rww_i�Z_o-�S itit o'�jEi_���i:a.���:w:w��w:w'�wtw:a�w�w:w:weCtI*i IeIC:w,wC� ` — _�w �� ( i TRC 06 I I 11 / I- es, — ISI I . . , LEGEND o mmmimmillimml. rf,4 7.7 I-'��f �F - r SITE PROPERTY BOUNDARY I I7 7 !j 7 -� = \ _"""a"- --- ...i'''''...i.i.1-1..1.,.,.,.,.,,,,,,,,,n1.,,,,,,,,,,.i.,..--:---___ i X L • .� SETBACK o I I 7 RISER STAIR —� ! r TYPE A UNIT LOCATIONS. FIRST FLOOR `� - -- - SD --- SD SEE DETAIL 61A106 11 RISER STAIR �'- , . ! . � ��/ ONLY SD _ __ tD [� i -SEE DETAIL 181A106 1 r i4 r�'='4"+ - f - - - / L .' b.' . • _ BUILDING NUMBER THIRD FLOOR V] f/ sa . 11 11 lY/ m ` 1234 ig8, N FLOOR NUMBER 4-5 101 N154 ASTERISK IDENTIFIES UNIT ID NUMBER A101, ADAPTABLE TYPE A , 20. SITE PLAN UNIT P. SCALE: 1"=3V-0" FIRST FLOOR SHEET: LAS Architects,Inc.©2015 a) c 0 E 4, -o 0 MATCH L TS 43) ID 4111) APARTMENTS TRUSS PER ARCHITECTS STRUCTURAL AVERAGE HT. OF ROOF ..„_44.-L.... AVERAGE HT.OF ROOF .. li• - �F �} ;:� '�# IN. 12LY Ila_ 12 ' lj: 720 NW Davis 503.221.1121GARAGE DOORT.O. PLATE : ,.` .r ,: 5!4 WOOD CORNER TRIM TYP. ,.., :: .. c€-- (..' ;.., 6 514 WOOD CORNER TRIM TYP. , LAI _. IMILL: . ,i; IT.O. PLATE ° . i. Suite 300 503 221.2077a 3 !._.11r i. "' 1 .= Y �` 1 :1 _ 1 . :3 E # ;k. rINSTALL PER .- w. � : [: , EE :i 1: ,, :: : : :3 if Ei :� iE ': =. ,! rli E=- ;X' :# .. : ..: p :.•� .•'"'"i.;; MFR'S SPECS. R2 2x3 ON TOP 2x10 HORIZONTAL TRIM 2x3 ON TOP 2x10 HORIZONTAL TRIM -.17.11.1...=-7..T.;_-„7„.„_„:11----- Portland OR 97209 wuvw.lrsarch€te WOOD TRIM cn o o I 7 EXPOSED LAP SIDING q o -' �' � - 7"EXPOSED LAP SIDING rn ;' _7 TYP , _ • rn 8"SPLIT FACE -'�' w_ inininiii niiimmi I BLOCK CMU _ 1 ..x. sE... I 10.75"EXPOSED LAP SIDING �W.. ..........._..___ ��� 14.75"EXPOSED LAP SIDING � j�c ,,,+ T.0 SLAB �w, T.0 SLAB ♦ ♦ N. SLAB WALL ' • ' . M M i. 1 v z i : -ir I . FG: COURSES WI 3540 `A' 18 19 DANIEL C, PURGIEL ' '406 \A40� PRE-MANUF.CONC. CAP CZG ,4��19 SEE DETAIL 3 THIS SHEET fi PORTLAND,OREGON ,� 1. SECTION 2. SIDE ELEVATION FOR PAINT INFORMATION 3. SIDE ELEVATION 4. SIDE ELEVATION ) , {{��� SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" SCALE. 1/8"=1'-0" SCALE. 1/8"=1'-0" 7 0" ' OF OV 4'-0"1 HOUR /RATED ROOF CONSULTANT: 1 D5 OS DS DS DS '1' DST „ n C7 L3 i3 t1 f) n N �� 4 ,r- ,...1.02,v/e-:-...N" 04 •104 c' r TYP 6:12 RIDGE 6:12 6:12 RIDGE 6:12 N I t0 LINE OF GARAGE BELOW in co- ZD ED — Zil- PFM GUTTER LINE OF GARAGE BELOW 6., 6" 6. ROOF PLAN G1 7. ROOF PLAN G2 8. ROOF PLAN TYPE G3 SCALE: 1/8"=1'-0" SCALE. 1/8"=1'-O" SCALE: 1/8"=1'-0" MATCH MATCH APARTMENTS EP-1 • CD A\ a APARTMENTS (E1-"-..) (..._F)3 a A102 COMPOSITE SHINGLE ROOFING A102 A102 TO MATCH RESIDENTIAL ROOFING,TYP. PROJECT NUMBER: 215079 ':�'E i ; 3. ! :7t. 3 t ( :. 7'f 1 £.-• ....: '�; ..;,;„,N• 'i1. .t3..., .0 bn.s.L, `...�..€,E .-....'-: >t. f., .#.I, i. .L.a_:....i-<._ .L.i.7._ ...n7. ' '-� �-.} - �d' r #' . # ■: ! i I IIs i i i s 1! �' E E ?� [i i 14 WOOD CORNER TRIM TYP. I b i. c ;, f ;� L'= Ir � xr Tigard A '•f i 11 i E 3 �.z 3 a d artmenis ' i f i T.O. . •L 4 14 WOOD CORNER TRIM TYP. 0. PLATE E T.O. PLATE ;1 ., ... . �. .r : tri -�,. >:x m;:. 00 • .. I � ..�4ir<..-� .. �• � �"`l: '�3L�_i''`^i Y�^^� ., ,.•�r•� .,•m'�j - -d` 4* ;I�- � o -- 2x3 ON TOP 2x10 HORIZONTAL TRIM ». _..._. _.W__. -,...:. _w I__..........__-_ _._..-..__ __.. _._- - 2x3 ON TOP 2x10 HORIZONTAL TRIM I € • • 1 I -. __......... ..,w .., . — ___ --m_..._ Y___ _ -. . ..............._...-.._._._.__.._..... --..._... I m 4 Fx ,f: 135th and Scholls Ferry, CO 5/4 WOOD CORNER TRIM TYP. _ -__ — -____- ___ _ ® ry I I a I 3 7"EXPOSED LAP SIDING TYP I TYP 1 .._ __ - - ��_ • ;' • Tigard, 014 r I w. , , • I I� . ,; ...: : .:: 7 EXPOSED LAPSIDINGI __ _._ �....,,.:�._� _..........._._......._. �...., .._,.,._..:.._.,_...,.:_..... ,-»w..�,,,.._�---.------_'__..._.-.___..... I ---=-'•--� � •-`'�'�-'.�.... :..._� a---:.......:......_... , s , , 4qe re,,� k -- , OS _ i ? . I: 10.75"EXPOSED LAP SIDING ��-, a ,� �,ti � , . . ...:.: ................... ... .. _- ..»-..., <:>. .. :. ::,.::.:. -..:. .. ::.. x ♦ ♦ 1 ' DS DS _D .. DS L DS DS 10.75"EXPOSED LAP SIDING DS DS DS 9. REAR ELEVATION G1 10. REAR ELEVATION G2 11. REAR ELEVATION 14 SCALE- 1/8"=1'-0" SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" MATCHMATCH HOLLAND APARTMENTS EP-1110 a EP 5 TYP 1 APARTMENTS GO CD a CP- TYP PARTNER A102 COMPOSITE SHINGLE ROOFING A102 A102 GARAGE DOORS XTERIOR LIGHTINGS TO MATCH RESIDENTIAL ROOFING,TYP. EXTERIOR LIGHTING GROUP SWITCH TO PHOTO CELL SWITCH TO PHOTO CELL 1111 Main St#500 [ ,-.-- -,nTE: ' € .# i ' Vancouver, WA 98660 ) t v , ... ,L. t _.:: ...�. I. � , �€ r �' �� � � _ € ,� t.,,T Phone: 360.649.7888 ,Adsf A 3J,4,i I ! is u. .€ ` J r • 1 . ## v ` il` I is �•!�' �" i7 •t� }� g s° ! t 0 !4 WOOD TRIM AROUND DOOR TYP. I•'1 tt s, 7 T.O.PLATE T.O. PLATE ._ ,�t[: < .. �� ,,y,4 -K, ��.• • ___. 1,. .. € "` .k, 'Man Ma us .. 3 €§ "' £ 2�: d �>i �c;;4 �Pf3 '` ks '. ''<- 514 WOOD CORNER TRIM TYP. ♦ f ♦ T.O. PLATE SHEET TITLE: L. 7 I - � _ _ 2x3 ON TOP 2x10 HORIZONTAL TRIM " i-i � � ,. - - _- - - _,--- -- -- - - - ------------••-------.__ 10.75"EXPOSED LAP SIRING GARAGE I------ ----.- - � __-�___--___--_ - _ _ � o TYP - '}� _ I P C ' 7" EXPOSED LAP SIDING �' TYP C I _ ______ _ r_ ---____-- ---1 -.7.- a() I Q I • E BASE TRIM %. s.,_ c .:i.:J:i,::::1:•,:11,11:::,:g...:::..E. E.::;::::;g!!!..:..-.•:.3!!!, 1111::i.:ii.:: 1 • I 11 _ _ •Y• TUBE STEEL DOOR FRA ELEVATIONS, T'ONS� ♦ ♦ ,; » ,..,:, <rF w : n'._ {..W.... 1 .E.L._ MTL DECKING PANEL _ 10.75"EXPOSED LAP SIDING J 18 18 DROP BOLTS SECTIONS URSES VV/ 406 TYP GARAGE DOORS 406 TYP 1 PRCOMANUF CONC. CAP 12. FRONT ELEVATION G1 13. FRONT ELEVATION G2 14. FRONT ELEVATION SCALE. 1/8"=1'-0" SCALE. 1/8"=1'-0" SCALE: 1/8"=1'-0" 5/4 WOOD CORNER TRIM TYP. 406.2. FOR A BUILDING CONTAINING ONLY A GROUP U OCCUPANCY, THE EXTERIOR WALL SHALL NOT BE REQUIRED TO HAVE A FIRE-RESISTIVE RATING AND THE AREA OF OPENINGS SHALL NOT BE LIMITED WHEN THE FIRE SEPARATION DISTANCE IS 5 FEET OR MORE. ilk CEILING POWER FOR ,1a2 1/2"PLYWOOD EXTEND TO CEILING POWER FOR 10 112 PLYWOOD EXTEND TO GARAGE OPENER - UNDERSIDE OF ROOF DECK, ONE SIDE GARAGE OPENER A102 UNDERSIDE OF ROOF DECK, ONE SIDEill\ CEILING POWER FOR 1/2" PLYWOOD EXTEND TO 102 a GARAGE OPENER UNDERSIDE OF ROOF DECK, ONE SIDE 14 A102 34 34 A102 34 A102 A104 ii'-0"41, ONLY,TYP. @ INTERIOR WALL N E �,P ONLY,TYP. @INTERIOR WALL N E TYP 6'-0" ©© P ONLY,TYP. @ INTERIOR WALL DS „DS r „DS ♦ DS DS - DS ♦ DS •• _ DS , D8' o♦ • U-OCCUPANCY I U OCCUPANCY I ACCESSIBLE • U-OCCUPANCY If `� • a 1,200 SF PRIVATE GARAGE • 1,200 SF PRIVATE e•RAGE GARAGE ` ./ 1,200 SF PRIVATE 1.ARAGE 13 4- I TRASH I I TRASH I q. + NON SPRINKLER:IE i I L CART J L CART _1 DRAWN BY. � NON SPRINKLERED NON SPRINKLEREn SPACE --- a • • • • • • • • • . 15 ECRAIP z o DATE ISSUED: 12111115 © ,. 104 �APE� TRASH v a �8., ® IBJA102 0 © it) O O 0 N N III p O O PAP Q - 4 N �E� r - - -- 1 r - .- �- 1 r -. _ _ ._- 1 F ;0- - - 1F 1 - - - 1 r - - - - 1 r - - - - 1 r - - - - � - - - - , j� .0 ,102 .142 - - - 1r -- - - - ir - - - - 1r - - - - 11-- - - - - 1ro `n` Ig „I = ,142 M J l a z I I ° Ei �°I II it I ! I ! I 41 II II I I f �'- II # I II II I od06 o o I I� I I I� EADER, i I I -GARAGE DDDRI I I I I I •x12 HEADER I 1 !s:•''+ - I I I I I I I I I ¢ I Ufzenkr, •x12 HEADER, DROP BOL vII �� CENTER IN OPENING, I I I I I /41 I ce �I I TYPICAL - TYPICA I �: o♦ I -' I I TYPICA I I I OLES - Al ♦ 017 017 •• 017 017 017 • • 017 017 . 017 . 017 . • I EN ♦ - W'AIN�` f "N ♦ 01 . 017 017 D5 . 017 . 017 017 • SWITCH TO SWITCH TO SWITCH TO SWITCH TO J �� a PHOTO CELL PHOTO CELL �; PHOTO CELL PHOTO CELL v Cl) (0 Cl) Cl) U) U) Cl) Cl) U) Cl) Cl) ,.o 0 0 - a o 0 0 0 0 0 0 0 0 0 0 0 0 III 13 �_ LL : _: '� 104 �, / 10'-0" / 10'-0" / 10'-0" / 10'-0" / 10-0 / 10-0' 10'-0" 10'-0" 10'-0" 17'-4" / 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 2-8 6'-8" '-8" 2' 0" SIM c. / 50'-0" / _ 57'-4" -_._._.._...__. / 50' •"[ I 16'-0" 6 CAR GARAGE 6 CAR GARAGE 6 CAR •ARAGE GARAGE DOOR 2" Ilk ON CENTER IN OPENING, 14 a TYPICAL '102 '102 406.1.2 PRIVATE GARAGES AREA 102 406.1.2 PRIVATE GARAGES AREA INCREASE. 3,000 SF MAXIMUM INCREASE. 3,000 SF MAXIMUMA102 2 15. GARAGE PLAN TYPE GI 16. GARAGE PLAN TYPE G2 17. GARAGE PLAN TYPE G3 H EET: 0 SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" CRS ArchitectsInc.()2015 C. 0 0 E N 8'-0'•,,I 2'OVE ANG TYP.;-1 2"APPROX. / / • PLACE PILLARS AT FENCE CORNERS.ADJUST / CAPS POST SPACING ACCORDINGLY.STEP FENCE PANELS IN 1-FOOT MAXIMUM INCREMENTS TO 24"X 24" FLAT TEXTURED TONE(CHAMPAGNE LII ns = COLOR) FOLLOW GRADE. r---7 . . ----1 ARCHITECTS = = no NW Davis 503221.1121 M N , i i I I [ I ; I I I . , L .'• .... , i r . . ,I 1 7 1 I . i I ' f - [ I 1 1 . 1 1 1 1 L i E . . i 1 Suite 300 5(6 221.2077 CI -----.. i I I I I I i ; 71,--•:. 1 . I ../-CULTURED STONE (ASPEN Portland OR. 97209 WWw.1/sarchttects.com !:._ , I - 1! ' , 1 1 1 I ,____,„, ..- COLOR COUNTRY -----7-T-' ; i 1 LEDGESTONE),ALL SIDES 1 -i-7:a I i-- 1 I -_,- 1 1 . ----- :. , 1 1 I 3000 PSI CONCRETE FOOTING 1 . -L : I 1 1 1 1 ___ i 7--- 1 , f , I I1I I 1 .... ,___, 1 , DANIEL C.PURGIEL N-2--- 1 ___._________, I , COMPACT SUBGRADE 4:11.11e,igiee/C-4 1 ..1_„: r. ...__...,...._...i- 1 ' I 1 II 1 I III II ,__ I I , H . • -- . . • I . I I I , 1 1 1 I , , I I 1 \IL - 1 , , , 1 , [ _, , ! i I 1 , ' ' , H , , , , 1 , 11 ti I li '''---,1 . 1 --*. . ... • •: .. ., --'. 7:-. I 1111 I 11 1111 1 1 ii ! HI 1 i 111 1 1 Hi _ 4 ii i ' it J . . . 11 WHHIII ill . II I I 1---7., 1=- 1 ":. ' 7 " ..14- .1 1- 11 11 11 1- I ..'. ,---I 1 11 1 I I- I 1----! i -1 1 1 1 1 .. 7 :.... I 1 i -1 11111 11 IIIIIIIII 1 ....4 : I I I I II I 1 . . I } : ".:•.-. ., .,' ;• . 1.:'•::: I ---r• • I 1 1 I-I--; 1';III'. 'II . 1 1 1 1 1 1 1 I . 4 1 . ' ° I I- -I 1 1 1 1 ' 1 4 • - 4 0 1 o . 1 1 I 1 - 1 1 1- 1- 1- ' I . . '" 11 I. 1 i ,- ; I ' 1 r 1 --\ • .'h 1 ' 1 - CONSULTANT: I 1----1 1 1 I H-777-111--In III-- Ili III-----1 -4:-- -"- I 1 1 II-- 1 1 1-1 I _1 1 1 I 1 1 1 1''''''--- -I - 1- I- DS DS DS ' Tri- Fr- T I ' ' '. 1 I 1----1 1-"-•-• 1 _ I , • 1 17. FENCE ELEVATION I '104 SCALE: 1/2"=1'-0" TYP 1r1.11111 6:12 RIDGE 6:12 PRIVATE PUBLIC 111 -Al II PROPERTY UTILITY MI 71 F . IN 5"X 6"CEDAR CAP a LINE OF GARAGE BELOW EASEMENT 11111.11141 5,.X 7-1/2"X 5-1/2"CEDAR CAP 2"X4"CEDAR RAIL(TYP) 4 AT 10 DEGREE ANGLE 1 4 -1 , • 1: --? "X 6"CEDAR CAP 4 H 7 ' '111 t4- 16"X8"X16"CMU BLOCK FULLY -_, :Q ) . // Tir 1M va ,no GROUTED o 2"X4"CEDAR RAIL(TYP) • ;' I' NI . . - , i i PFM GUTTER , - . • :. el 4-#5(3"CLEAR FROM BOTTOM 6" FENCE PANELS TOENAILED M . i .Aa , • •= WITH STD 90 DEGREE HOOK TO POST WITH 10d COMMON SIMPSON HU26 HANGER 2. ROOF PLAN TYPE G2, G3, AND G4 (0.148"X3")NAILS(TYP) 1-111P: TYPICAL) - - o ;, SECURED WITH 4-1/4"X2-3/4" 4"X6"CEDAR POST :1 f SIMPSON TITEN CONCRETE SCREWS(TYP) SCALE: 1/8"=1'-0" / SIMPSON ABE46 STANDOFF POST BASE FASTENED WITH 10d COMMON(0.148"X3")NAILS 12"VVX24"DEPTH CONCRETE MP . i ' ......, --) ! _._,_ , , , .4, . MATCH IX4"CEDAR PICKET WITH 4" APARTMENTS CE-F7-) CF"---5) 0 FOOTING WITH WWM REINF. „,.... , E ..--, SPACING COMPOSITE SHINGLE ROOFING FULL DEPTH,2"CLEAR ALL 16"TYPICAL . ' SIDES FRNT AND BK..i . ' - 1/4--, . PROJECT : I , I TO MATCH RESIDENTIAL ROOFING,TYP. NUMBER215079 FA '1 ------- ! . -II !. I . i-,---' 4 • ---111- I ! ill HI- -I i 1-. , . • . , , „ • . _I 1 • 1 ';'1-11.i; 'IT-, ,'' ;-1-1"-t-r-T1-7"tt-r--, ' )'1-1--;-rrrnii Mgt- 5/4 WOOD CORNER TRIM TYP. 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SIDING,ASSOCIATED CORNER TRIM,VENTS AND EXTERIOR LIGHTINGS TO MATCH RESIDENTIAL ROOFING,TYP. 11 1130 DOWNSPOUTS. COLOR TO MATCH SW 6122 SWITCH TO PHOTO CELL 1111 Main St#500 Vancouver, VVA 98660 i I I . , : I. CAMELBACK ,,,,,..-111.!, 4 i 1.,i_i dj..:i.n .4.,11.1•_. _ii_jj ..,u_i i Ej_ Al..1. mot ipthoti Phone: 360.649.7888 , . III ti IP 1. t 1 I I 1 I ' II I I I , SIDING,ASSOCIATED CORNER TRIM,VENTS AND Cb DOWNSPOUTS. COLOR TO MATCH SW 6165 ,I ':I i.• I • . I. .1 ..1... ..!..I i.1.....1, T1'.' ''''Tt.W ZLIni 1:4,1,14 . ..L14_,14-iroat e 5/4 WOOD TRIM AROUND DOOR TYP. 1 1 CONNECTED GRAY O. PLATE Z.. I ,.-eej-,.;.. jsUAID..1,111..111-1.1L„U„.j...L.,414,..J-L.1,-11,_ ..,,j, ... .1.„'..Jali-1.),1.11. , '..- / -4_.---;''''L'i SHEET TITLE: ......---- /4 WOOD CORNER TRIM TYP. SIDING,ASSOCIATED CORNER TRIM,VENTS AND --- ki - GARAGE DOWNSPOUTS. COLOR TO MATCH SW 7044 0 6' h '''.' ...._ .f) 2x3 ON TOP 2x10 HORIZONTAL TRIM - , 1• • , AMAZING GRAY 9= .,. [I 1 I L 1 a., , 1 1 r T I I I I 1 SIDING,ASSOCIATED CORNER TRIM,VENTS AND _ N. E 1 . _ 7"EXPOSED LAP SIDING FLOOR PLANS5 11 I I III I I 1 I (12) DOWNSPOUTS. COLOR TO MATCH SW 6005 WINDOW TRIM, FASCIA. r? zo ,,..„„, __.... BASE TRIM 10.75"EXPOSED LAP SIDING 11 1 I III I II 1II DF 00 LoKRS AT ON DN E I ELEVATIONS _ .... illi I 5 ;.1 . I L I Ill I I 11 FINISH LJ I N, .1 -m•-______ SECTIONS 2x2 POSTS CS, COLOR TO MATCH SW 6119 L _I L. 1 L J GRADE L 1 MEE ANTIQUE WHITE GARAGE DOORS 0 4X4 METAL POST BEYOND 6. FRONT ELEVATION 19. "WROUGHT IRON" FENCE ELEVATION AT POOL TOP RAIL SCALE. 1/8"=1'-0" SCALE: 1/4"= 1 r ' ---- -0" METAL PICKET INFILL lw-------------- - PANEL "Z9 En BOTTOM RAIL EXPANSION JOINT #4 CONT. @ TOP Ak._c I CONCRETE POOL DECKihigna I 4 ."' CEILING POWER FOR 1/2"PLYWOOD EXTEND TO 3x3 POSTS EACH SIDE OF N 14 m. 103 ,._ 441 I `" 1 GARAGE OPENER UNDERSIDE OF ROOF DECK, ONE SIDE ---; ,,; , b 1.1 :.:. 34- GATE WITH POST CAPS,TYP. ONLY,TYP. INTERIOR WALL @ :.t. N E TYP or 6-0" / /- ' 0" / / \./ 1Y-. ,i DS N. DS /\ ,:‘.. ' ii -1 ORNAMENTAL \ co'' / \ /\ 1.1.-1 U-OCCUPANCY i ACCESSIBLE ' r-E) (i "VVROUGHT IRON"GATE • / Ei) z/ )•:t.....,1 N +I W 1,200 SF PRIVATE RAGE GARAGE DRJkWN EA': --- ./ \\Y\ \ ..., ,1 ..1±:l.bi MLU NON SPRINKLERED SPACE \\ ';-..-1::1N • • . DATE ISSUEll 12/11/15 // \\>z/ "\./ • ..E.' .1 Ali., \ ,\(// if', • k"1.1,'....' N,\.\\ \ \ . • - ••:.,• , '? Oh 10 0 CQ 0 cNz' '102 ak 2 • ' • • - - --'''''''' c') • , / / „ -2. \ \, \ \• \ \ / // /\ ',',,°0%,3PDoo-i,, o?,o° 9OD0G202 r - - - - ] r - - - - 1 r - - - - - 1 I- - - - - ,,,//./. .,- A102 I :- \.// , S i:gp030000,60O 0,1%PO0DOT 1 CACk) I 1 1 I 1 I i Jg. I...,.E.,,... .. .-. , ,.. .,:-,,,,.,:,-,.-,-,,, , ,,: ,,,,,, \\ „„, - : _°0 2,,oc':lb 410C1:)C32 00;D 40 I I 1 1 ;a• i \ o I •" I F" TYPICA I 1 I,/ ..%. 4" \ N .. 0/7 0/7 0/7 p 016• N. N. \ \ REINF. PER CIVIL SWITCH TO SWITCH TO .:(2vEw a \ /a 4 .,„Z .. ..1 . . \ PHOTO CELL u5 PHOTO CELL p_< ' / y . a ciiui I L(=1" T1 4,. . .. . 10'-0" 10'-0" u9 ci u:o 10.-0" 17'-4" rcl'- 12'PERF PLATE "'A - / / / / / • . . a - gliii / n., PROVIDE CARD ACCESS AK / .• • . • .. . 4. 4 '• 4e- 474' ,- ..; HARDWARE(STREET SIDE) 6 CAR GARAGE AND PANIC DEVICE (POOL i., o SIDE)@ GATE 6 A- -103 A103 12. POOL AREA METAL FENCE 13. GARAGE PLAN TYPE G4 SHEET: i 20. "WROUGHT IRON" GATE ELEVATION SCALE: 1"=1-0" LRS Architects,Mc.©2015 SCALE: 1/8"=1`-0" SCALE: 1/4"= l'-O" t E It III 4'-0"FIRE TREATED PLYWOOD C 5 SIDING SYSTEM. SEE EXT WEATHER BARRIER ELEVATIONS FOR TYPE CLASS B ASPHALT SHINGLE CLASS B ASPHALT SHINGLE ABOVE TO LAP OVER _ ROOF OVER 2 LAYERS BLDG ROOF OVER 2 LAYERS BLDG FLEXIBLE MEMBRANE 21/ " CONTINUOUS PPM FLASHING -� I PAPER SEE ROOF ASSEMBLIES PAPER SEE ROOF ASSEMBLIES FLASHING,TAPE TO :: CONTIN"VERTICAL LEG&114" .. SAM FOR CONTINUOUS :... v I I - TURNED DOWN HEMMED LEG. ARCH I T E T S • AIR BARRIER i= 0 ( D COORD W/ADJACENT w - I FLASHING AT WINDOWS eN 720NW Davis 3"L i.fi't iEt \ .,„,‘. .%*" .., ,, 7- > II $SEE ELEVATIONS S't111k3 -t7` D ; 12 \ � / P. ♦ 1 1/2 Portland WVUW.t \ FLEXIBLE MEMBRANE �♦�� �' I FLARING STRIP. Pftake,� THROUGH WALL / , , AS, EXTEND FLASHING UNDER EXTEND FLASING UNDER .- GROUT JOINT G`CONT.METAL GUTTER W/ CONT.METAL GUTTER WI ♦♦, ,' DANIELC.PURGIEL ���� 21/4"SOLID BRICK CAP„� DOWNSPOUTS PER PLAN& `� DOWNSPOUTS PER PLAN& t. 5/$”TYPE'X'GYP BDA "''�" a, ELEVATIONS .'' r,9 ELEVATION • • a?,l ;' `���� {ff PORTLAND,OREGON , - �A I. I� - GARAGE .�� . C �` `i •,: / ♦���� OF OVA = `' 2x8 FASCIA BOARD 2x8 FASCIA BOARD / ���♦�•�• / NON RATED EXTERIOR GYP �•.������; CMU WITH VENT HOLES @ 48 EXTERIOR GYP BD SOFFIT 4 O.C.(TYP.) CONSULTANT: �'�� � - BD SOFFIT ♦'��� SEALANT SEALANT •�������/ 5/8"TYPE'X'GYP BD I M► WEATHER BARRIER f 1 WRB E WRB 5. BRICK VENEER WAINSCOT CAP 3. TYPICAL EAVE AT TRASH 4. TYPICAL EAVE AT GARAGE SCALE: 3"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" SIGN BEYOND BY OTHERS k , SHEATHING TO BE 2"APA 8 9 RAID WI 8d NAILS @ 6"O.C. �t 610 TUBE STEEL ARCH A104 A ' 4"SQ.TUBE STEEL POST I SIGNS BY OTHERS ', BEYOND amelligir TUBE STEEL ARCH AND PRECAST CONCRETE CAP I� SUPPORT POSTS P.T.4x4 DF#2 @ 12"O.C. i I 6"0 TUBE STEEL ARCH / 4'-0"FIRE RATED PLYWOOD '`° I 4"SQ.TUBE STEEL POST � ,��_ �� � _ '��� CONT.DOUBLE TOP PLATE I '� PRECAST CONCRETE CAPS - 1! -_ BEYOND '"-- ii C-CHANNEL CAP 1 I?! f �� ADHERED MASONRY VENEER - `\ —�. COMPOSITE ROOFING MAIN 1 C$x11.5 CHANNEL CAP SIMULATED STONE VENEER , ..----...+ ----- SYSTEM OVER CMU WALL t SCRATCH COAT - .\ T I ~`'� SIGN BY OTHERS zo alt or MORTAR SETTING BED 1' T `� --,„ 1.--- ._ -...�- i I ._...._!_-._I I -t._� Y...,-- t L. - ' ti I i PRECAST CONCRETE CAP � '�. \� ! ' ? METAL LATH 4 !'- DRAINAGE MEDIUM W/ ~`'„ - -'`�,. -� "� o { ! P.T. 4x8 DF#2 BEAM --. , ,---1 '(' T:::1 f Y TT...1 `•1 T : -LT -1-: N. ii, ik MORTAR SCREEN 6 1 ------ \ N. i1 AWB I- -.4...'..,. . .NO SEE DETAIL 8/A104 FOR tet- "� a. ELEVATION ' ADDITIONAL NOTES „ mmilm.) 7:11, � P.T. 2X4 STUDS @ 12'O-G. �, z I� --.1 `�... \iii �„ ` q jP.T.2x4 STUDS @ 24"O.C. '"" - P.T.PLYWOOD 1F�, €2 `� 11_ .i _► SIMULATED STONE VENEER I , 'CONT.FOOTING 16" SIMULATED STONE VENEER N -I' � , _ �T NIM 215079 SIMPSON SWSB I3 Zx P.T.SILL PLATE12x8,TYP. WIDE x$"DEEP 1' 2x P.T.SILL PLATE I ' `i_ `_ � !� �! _I � i"0 X 8"ABs @ 48"O.C. - ----r—I p� 7 ink•104 ��- --GT SIMULATED STONE VENEER FINISH GRADE OR PAVING 1gN ■ : 4e -- Tigard Apartments L CONC.STEM WALL,TYP #4 CONT.TOP&BOTTOM k. FINISH GRADE OR PAVING z '.• ,` " 1' , SIDING OVER WRB,SEE 4X4 METAL POST 36"x24"x11"DEEP FTG,TYP. _ 'I -- - - 5-a1E- Z"0 X 8"ABs @ 48"0,C. 2 z #4 CONT.TOP AND BOTTOM ELEVATION VARIES 8'-0" VARIES BEYOND °O r .' _ #4 DOWELS @ 4$"O.C.(ALT. Co �� - 1.~��4-- #4 DOWELS @ 48"O.C. II 444 b. PLAN , ' , ._ .:,,'.;;—. HOOKS) . :' : (ALT.HOOKS) l IE 135th and Scholls Ferry, TOP RAIL 2'-�" DOTING PER STRUCTURAL ~ CONTINUOUS CONCRETE Tigard, OR v v FOOTING PER STRUCTURAL METAL PICKET INFILL PANEL 7. MONUMENT SIGN 8. MONUMENT SIGN SECTION 9. MONUMENT SIGN SECTION 5 c4) 'SCALE: 1/4"=1'-0" SCALE: 1/2"=1'-0" SCALE: 1/2"=l'-0" =104 III BOTTOM RAIL I PRECAST CONCRETE SILL N. EXPANSION JOINT l'',11::1 FLASHING,EXTEND UNDER BUILDING PAPER PROVIDE !• WEEPHOLES AT 24"0,G. #4 CONT.N r7 + f 3" I 14 CONCRETE POOL DECK M OMEN GARAGE �' �' TRASH N, N. �' J� EXTERIOR WALL WITH .� I V ;E CMU VENEER,SEE FLOOR PLANS / 44- � " '` AND WALL ASSEMBLIES �� GARAGE r TRASH o CMU VENEER ii z DAYTON SUPERIOR DA431 t HOLLAND i '+' SEISMIC VENEER ANCHOR ,: �>t a:` - `� /;%/ (I5� > PARTNER q ? `a ` N U SOUND WALL SEE CIVIL ,I % /, A104 Lu w FREE-DRAINING MAIL OVER GROUP ` '' w 1111 Main St#500 `�' y_� ,f +� DRAWINGS / '+ w CONT.FLASHING WITH Vancouver, WA 98660 / AWB WEEPHOLES AT 24"O.C. / `'07 J` " •-/ ,z Phone: 360 6 9.7888 6X6 TUBE STEEL COLUMN � w � ,� EXTEND FLASHING UNDER ..I.. 1 WELDED TO 12 X 12"IMBED 'IM END BLOCK AS REQ'D ¢ PRESSURE TREATED SILL �' WEATHER-RESISTIVE Z.,) 2 2x4 FRAMING AT > BARRIER '^�•. � '� ' � ` ' / � ,�'. PLATE ANCHOR PER / / MAINT.BLDG, /� '� � 12"X 12"PLATE BELOW , SHEET TITLE: EXTEND AWB AROUND STRUCTURAL CORNER FROM EACH SIDE TRASH PAD SLOPE TO DRAIN �•� \ o o °d'od 0°° Q���"o�QOo$0 2x2 STEEL TUBE /� g , ` 3 CORNER TRIM.ABOVE GARAGE ' GATE FRAME '` E N SEE CIVIL Q „ PER C �. °"°o oU°0 ° °�� 0�°0 11 ''� 1/2 EXPANSION MATERIAL DRAWINGS •..l' . . � �°°o o(3�OO�a° 4�0 p nfl j //. _ AND SITE DETAILS ,,-4:.,.....: j / / ` a / P TOP OF SLAB .» :� T {{ .IIIA FOOTING SIZE AND e . ..._` .. . REINF.PER CIVIL }\-- il / F' Ill/ . 7, ..:.., ,.,., , 4 d °.4 . .4 ° 4 METAL DECKING - �.` - �.�� FOOTING PER STRUCTURAL • __ • HINGE WELDED �` n W/PERFORATED FOOTING . 4' °. - A • -° •. ' " TO BENT PLATE SEALANT,WITH BACKING AS REQ'D / \ - DRAIN AND FILTER MATERIAL SEALANT,TYP. , 1x4 CORNER TRIM f AS REQUIRED BY SOILS REPORT 11. POOL AREA METAL FENCE 13. TRASH ENCLOSURE GATE/ WALL CONNECTION 14. PLAN; EXTERIOR WALL 15. 1 HOUR RATED GARAGE WALL AT TRASH SCALE: 1"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 3/4"=1'-0" di 42 / oz i J i Arai2 103 Le Xen I orI -41 g 4 1 , . -r—;.. . .. FGa .. . ff li, / 1 ! _ / T _i_ t- 7 / 8" DRAM t31(: 6'112 COURSES W/ // / a PRE-PRECONC.CAP - DATE [;«: 12/11/15 / co / / / / 17A. TRASH COMPACTOR SIDE ELEVATION o SCALE: 1/8"=1'--0" 16A r 16B a .103 / f 8"CMU 103 m f / /f f 0 35 CU.YARD / // mCONTAINER / 8 // v / g § IN IN ,-_, ,_ _.. _ _ _, ,,,/ F f ; LL, l Al oy x h....z... ._.....:.. :..'...;... .i_ t..........':: ' i.....: N W SIM ` _i 1 . I T s i 1..i:I ... FGN. 111111111 FG ANCHORING AI e_ HOLES FOR 103 a DROP BOLTS #,_0 11'-4 '?'-0 o , 15-4 / SHEET: 3, 17B. TRASH COMPACTOR SIDE ELEVATION 18. TRASH COMPACTOR FRONT ELEVATION 19. TRASH COMPACTOR LRS Architects,Inc.©2{15 o El SCALE: 1/8"=1-O" SCALE: 1/8"=1=0" SCALE: 1/8"=1'-0" m Z 0 E u)4) I • :._Niumminims ARCHITECTS 720 NW DaVis- 5032211121 M Suite 300 503 221077 D } Pt land OR 972M WWW.I a#th ^'S 3540 ,, DANIEL O.PURGIEL -- -- t ) PORTLAND,OREGON . .,. iULTANT: 1,-0" 1"STANDARD PIPE HANDRAIL 1'-0" / 1"STANDARD PIPE HANDRAIL , 0 0 1'-0" i--/ 1"E PIP 0 3" c� 3" �` 3" 11" I . DOWELED 11" 11l'i o 11" I> 11" EXPANSION o JOINT _ i �� DOWELED ,' � �5 11 �- EXPANSION � l JOINT 0 �; y,, in r .0. , 1 I d. ,il_ . { co • �. �I ip II °I'll:11" DC EX JOI 4 . ...4,4-7111-Te‘Wer. 1 N. N. 0110 n a :71114,1L*7-- d ', c c . 10:40::11171 . 7,..,717 lJ4.40779J 1_j:ir , ..,MP-046. ' 1 to kr a 7 .",ibrii 14.07 CIL• 1 ---- r :::6,, '"4-72":1_ 4 O. nedfir .... 1--1 1 : zoN ' ,,.. #4. .4104 41";4111C: fil, C'') 1 . :y" -,,t I { .---_---'.. { I i,,� �. '7° °• -400•440-11. --. { • < ,y '� •« • 1_,1 e, , Ai 400, •,/,... - 1 H , , _ ,. „, . . 460,40..4 N - to ..,"114,40*. ' ",, ,�` j I j I I `o `` • Poo. i Co •4' liS} j I PfECT NUMBER 215079 -4 . 116i I { I .f�; 46 4 ' 1 i — 5; : .., . Y t- I •E o n i—_.—. 1EI tpgni 4 l �. I to ° a I (o y,�� ` *� I • i-i._._ ' 1- LI ^. _, __ • two - Tigard Apartments . it,a,,,: _.. ,am,w .,,.iopo2ftvrziti.,sF___ v.i7;7 yit. { f _t I f € • { 4 .41 4 Z1`- ' I 1 I 1 ijip ' I( I• #` I ;: MMt ( —... ( I `• - ,,,..r----I I I-t --•-I I I rfU1� oM1 .�• d I I I I Y • rr .. .,r a .. � -. .1 � � '� L� I 3 � ,0,41---,04.�' -44074-,,,,. �i,1������ mac, � �. I I I I I • ; ! I �, ., I , -1 , — chops Ferry, 1 I EXPANSION 11 { , 1--- 1 i i s j EXPANSION 1 �. I ! ; - I I EXPANSION I 135th and S 1 I I- JOINT_. I I "' � j - - •{ e 1 JOINT I I I= I.`..` , • t ------i —_ I I 3- JOINT 1 { I { ! 3 ' I ' Tigard; OR { { I i I i '• { I I I { a , I I I I 11 1— 1• • ; 411,6.i. • 1 } .`I , III , € 1 I : { I € ii € � i ;. •1 I �--- , I I--. ...._ � } 1-•-' i } I i i-......._ —! , 1 1 k I �----- _.i � I .�._f I � 1._ ....� 1 { , ' { { { i , , ' , { { { { 1 , , I I i a 11 , i I ' ilii I I I I i I--• --{-�.-I { {{_...I,._.I , I 1 , i-i-j-�-: � { I ,_,.I_ I (�..._i_._'-. I I..-.. 6. 7 RISER STAIR SECTION AND HANDRAIL ELEV 8. 6 RISER STAIR SECTION AND HANDRAIL ELEV 10. 4 RISER STAIR SECTION AND HANDRAIL ELEV SCALE: 3/4"=1'-0" SCALE: 314"= 1-0" SCALE: 3/4"=1'-0" HOLLAND PARTNER GROUP 1111 Main St#500 Vancouver, WA 98660 Phone: 360.649.7888 SHEET TITLE: SITE STAIR -, 1'0" . 1"STANDARD DRA W N V S PIPE HANDRAIL -' -/ 1'-0"y 1"STANDARD PIPE HANDRAIL * . rl. 0 i N. N. - 01 } ' `' o N 1 ,,1o DOWELED t,, 11" EXPANSION DOWELED P JOINT 11" EXPANSION ? JOINT j 2 II 111111—"m � I11*40.4"iltE°aZ � � ° ,� r III4. ��� 004, i : 11" I . d ��� 11" I> ti Z° I , '14T*.i 7071.":71.1: I • I 444.e , r i 4'-1"LANDING MINIMUM Li • _ (( torr 4 1? ,,L00,,, to 'I' dc - 11 1 1 to / ,4-40-,r- t' I I .. 4 t 1 - . ' 01,10 ! 41194�* i J I •-- -. TOOLED TACTILE DRAWN FW: 1 4 ,s� . ' = f —I 1 WARNING a -- OS %Li G. "N` I I i-. - E DC 12/11/15 ' ,41: . • . ;� ::1,4,1., i REBAR [ A UwN. 1. I �_ r., . . 4 Tito 4 • ."11, 0. 'im I '« .f�+" "`,; ' I - G112"RADIUS 4 Li d. 4 .- I _I L . i: °"! 1 � \. c1 a , ovo •40..: . 4 ,441011, Wok 'Ci -e 50 ,140::: 10- . ' 4 ogrjr,1$44 $0 . _ 40,4 , k , L . A 401104,41 .' 1 ----I -a--I eito to 1 n 41%4—I I ; I CO do + . I T l �jT - N. 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Ni.....=..., r: ) SEALANT .. .-- "\.. )/ ARCH I TECTS 514x4 CEMENTITOUS TRIM WINDOW HEAD / • WRB FLASHING,TYP ---. Th 4 - 720 NW Davis 503221,1121 ffil 1/4" , SUIte 300 503 221.2077 11 3/8N"MI BACKER ROD!SEALANT 3/8" \ - , --) : /, R... .. w......,„ ,of ,,,, JOINT I I . E. r4C \ _ 1 1 ,. --/- - m „....„-- LOUVER-FIT BETWEEN I I •• I I CL) I - € 111r-tIllyi STUDS L \ li .1°Ali)C, : 5/4x4 CEMENTITOUS TRIM N 3540 II?). d's: DANIEL C.PURGIEL tl-S ...... SEALANT do e>ef-Axii" SEALANT lill'ili)" I . • A . . VAPOR RETARDER N ' PFM FLASH ' ING W/DP&END RI DAMS. SLOPE AWAY FROM ( (A PORTLAND,OREGON ,,„k 19 . . . . . . . .•. . . . .-. . ... . .- . .•. •. .-. . . . - - -\ \ SEALANT • VAPOR CONT SEALANT BUILDING ' C OF 01, RETARDER FMF-WRAP OPENING GYP BOARD JAMB GYPSUM BOARD SILL ---------,, ___ --4.-- I LOUVER-FIT BETWEEN STUDS CONSULTANT: INTERIOR : I. LOUVER JAMB 2. LOUVER HEAD SCALE: 3".1'-0" MATERIALS SHOWN SCALE: 3"=1'-0" MATERIALS SHOWN EXPLODED FOR CLARITY EXPLODED FOR CLARITY INTERIOR EXTERIOR CLASS B ASPHALT SHINGLE ROOF OVER 2 LAYERS BLDG PAPER SEE ROOF ASSEMBLIES NOTCH TOP OF BLOCKING . LOUVER-FIT BETWEEN WITH(3)2"WIDE X 2"DEEP V GYP BD JAMB STUDS RIDGE VENT,HOLD BACK 1'-O" CUTS FOR VENTILATION __________„ --- C.L. FROM GABLE END,AND 4'-0" SILL ANGLE RIDGE FROM PROPERTY LINE. CONT SEALANT VENTSURE 4'STRIP RIDGE„ FMF UP SILL ANGLE VENT BY OWENS CORNING INSULATION,HOLD DOWN ----- CLASS B ASPHALT SHINGLE FROM SHEATHING 1" '' , ROOF OVER 1 LAYER 30#FELT ., : MINIMUM BACKER ROD/SEALANT 1/2"- 0.;'41.-, %..‘ op,1111_11.44.._ SEE ROOF ASSEMBLIES EXTEND FLASHING UNDER 3/8" kir ...•-.... BUILDING PAPER - A.,,i,,1%.: .•.• .:.-.- •:.-.- •:.-.- •:.'. 1",:7-iia-Liiirdint „.„----;%,........."...... _.7i IC- ' 1 1 CONT.METAL GUTTER W/ ‘....%%%... ....,. ._ I i t ,- 4*...."‹,.. ...44,_ DOWNSPOUTS PER PLAN& . :. 1- -----"Niqw- - I I'1 r __.-.---....,„ i, ,1 lip MOISTOP PF SILL FLASHING i\ i i : ELEVATION ..'.-1 1 .4011.1111.1.-_ 1 4 ------,.------ , , , . , . , •It ..-- Jo -....,„„,,,„ ... .., -„,... i - _.-. 1 -41111.1."-- 1 2" 1-. 5/4x4 CEMENTITOUS TRIM --._...,_.-.. .... .-,i t Ad '1 V f • : 1 , I( /I-NN IX SPACER .-:-I ( ------:-.--::-.,:______ ----._ .- , - , - .- , 7 Alip / PROJECT NUMBER 215079 • • : '. - - - '--eirm.-- mesmign nil 1. CONT.SEALANT VAPOR ..111°I1- - 1°.-"111111aIPP-411111111I -4 N.. --L 2x8 FASCIA BOARD RETARDER CONTINUOUS SOFFIT VENTGT: al:". SIDING -PER ELEVATION : >---•;, 1 '::: --.- .-- Tigard Apartments SOFFIT ) L WRB //, BLOCKING ' -,-.;•'-- \‘ -0" SEALANT I ''Z I--- I - :---) 7 / 135th and Scholls Ferry, WRB , --,:„...) 411141111111111 - ----n \ Li-L j .< Tigard, OR ----...._., 6. IDEIFKILIL EAVE DETAIL 7. LOUVER SILL 8. ROOF RIDGE SCALE: 31/001'-0" SCALE: 3"=1'-0" MATERIALS SHOWN SCALE: 1 1/2".1-0" EXPLODED FOR CLARITY or VERIFY 41. EXTERIOR _PII._. 1-:* INTERIOR CLASS B ROOFING SYSTEM I PREFAB ROOF TRUSS 1 SIDING PER ELEVATION ilW I ::.' /// UNDERLAYMENT WOOD SHEATHING SEE # • r 14'-0" WALL HEATER, 19 ' [I k 11W- SEE PLANS FOR WALL R-38 INSUL STRUCT DRAWINGS LINE OF CONTINUOUS SOFFIT TYPES ELEC.DESIGN BUILD WRB VAPOR BARRIER 11 111 11 111 1111 1111 Ii" VENT BELOW , •. .,•01 0 . tult 7 107'--- ___ HOLLAND .. 2 T.ti 0 1 PRE FINISHED METAL FLASHING - HEADER-SEE i i co VENTSURE 4'STRIP RIDGE ..... PARTNER VENT BY OWENS CORNING H FIBER CEMENT TRIM BEYOND SELF ADHERED MEMBRANE STRUCTURAL I T i 18 GROUP ii THRESHOLD SET IN FULL FLASHING h ) I • : i• . . SLOPE SLOPE, 612 - 612 DC0OwNTN.sMpEoTuATL GUTTER W/ POOL QUIP 1 ENT '107 v.X:pluilv/leari211#95806060 9 k' SEALANT A I V FLOC); '44' - BED OF SEALANT c:i-b. • DRAIN a) Phone: 360.649.7888 N.. y N . .107 _1907 Y ,...- . ....) , ,_ THRESHOLD r- , 4 'T/I41 (--)t "liff ' ,... i INSULATION TO FILL GAP - \- 1 - - A It • zl, .... . CONCRETE SIDEWALK- / -,2, / SHEET TITLE: SLOPE TO DRAIN AWAY I • I c' ' 1 Iii CV (NNN, 0 ‘-' FLU VENTING PENETRATIONS 31-0"X 61-8"LOUVERED lx4 FLAT WOOD VAPOR BARRIER MAXIMUM 1 _i ici METAL DOOR POOL HOUSE PLANS FROM BUILDING(TYP) \--5/8"GYP BD u)- PER EQUIPMENT MANUF. ,. \\\ TRIM PERM 1 ‘Nc --.„------* NON RATED ROOF-CEILING ASSEMBLY -.. ,1# i. AND DETAILS 12'-0" ' -6 diktik,_,‘Ihdit., 4... 1 -,--- i ''.. A 1 . , ,.. t.. vi..•07.1.1tr ,..,,,,..'y 1 . SLOPE FLOOR TO DRAIN ATTIC AREA:294 SF .40,fte* 1....._ 19 . REQ ATTIC VENT AREA; 1. *Pfkgripk I (294 SF/300)/2=0.49 A107 AO• _ ...." i N NUMBER OF VENTS=4 LINEAR FEET N 1<1 . ligimelleiro 514x4 CEMENTITOUS TRIM I VENT AREA @ ROOF VENT: • III 11 III II ._.._.4 LA ir 4 x 0.125 SFNENT=0.5 SF(0.49 SF REQ) Ilk , Hi i II III= :1 • 5/8"GYPSUM BOARD SOFFIT VENT =70 LINEAR FT :%ST- WOOD STUDS @16"0.C. VP . VENT AREA @ SOFFIT: CONTINUOUS SEALANT NON RATED INTERIOR WALL ..i!ot.-4114 70 x 0.06 SF/FT=42 SF 049 REQ) 3/8"MINIMUM REFER TO SHT A402 FOR BASED ON 1 HOUR WALL GA FILE NO 5/8"GYPSUM BOARD WINDOW WRAP AND FLASHING WP 3514 (ATTACH SHTG PER STRUCT E::iiii."--4. SEQUENCE SHEAR WALL SCHED WHERE 14. POOL EQUIPMENT ROOF PLAN 15. POOL EQUIPMENT FLOOR PLAN 11. DOOR SILL 12. HEAD: EXTERIOR DOOR APPLICABLE,INCLUDE 2 X 6 STUD) .. SCALE: 3"=1'-0" SCALE: 3"=1-0" (SEE GENERAL WALL TYPE NOTES) ::. SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" STC 35 TO 39 LOAD-BEAR1NG EXTERIOR INTERIOR mri A WOOD SHEATHING WHERE 18 --1 • OCCURS. SEE FLOOR PLANS ASPHALT SHINGLES MATCH iirI 2x6STUDS @ 16"O.C. 1116.6"±"2°Pai FOR LOCATIONS.SEE 1 10 COMMUNITY BUILDING w-- STRUCTURAL DRAWINGS 1 METAL LOUVERS WITH 5/4X4 WRB I k 11W .:.--.1 SEE PLANS FOR MIA FOR TYPE AND NAILING AVERAGE HT.OF ROOF ..ee';.ii .:„,, p.i, ,„ 12 12 CEMENTITOUS TRIM.EACH ..• WALL I N. i Ern i, -OULU I I 'i 3.,.716 5"FIBER CEMENT LAP AVERAGE HT.OF ROOF .7---,- -16 WRB SIDING,JAMES NARDI OR , 144,,t_-_,,,, VENT SIZED FOR 212.5 SQ.IN. 44 TYPES T.O.PLATE „„a.L-.L.,-... .,,,, ,..„„ :_.....:,_,_... ...,.,1 . .,„ . 1-- GYPSUM WALLBOARD,WOOD STUDS N EQUAL. T.O.PLATE . :r€€.1-4ff+1.-]..i ' MIN.NET FREE AREA.LOCATE La 1/2"PLYWOOD SHEATHING ' • ___ „.. ______ _ '107 WITHIN 12"OF FLOOR AND -N. 0 _-) :-:::' 4 LIJ SELF ADHERED MEMBRANE One layer 5/8"type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 2 x 4 wood -14- CEILING. (/) Cr) ;!" m FLASHING studs 16"o.c.with 1 1/4"Type W drywall screws 12"o.c. CV . (6 Ilk 0 = 11 SIDING PER ELEVATION k -: >Th - ' 5/4 WOOD CORNER TRIM TYP. - 107 (II 6 - DRAWN SY: o II 1110 INSULATION • •.••• co b . 0 CONTINUOUS SEALTO Joints staggered 16"on opposite sides.(LOAD-BEARING) - 63 a_ .0„....,,,,/ 5/4 WOOD CORNER TRIM TYP. 1[----- FLASHING WITH 4"LEG, FILL GAP 4"FIBER CEMENT LAP MTh ISSUED: 12/11/15 T.0 SLAB .', FLASH W/FMF.EMBEDDED &, * • NON RATED WALL ASSEMBLY N. N T.0 SLAB It SIDING,JAMES HARDI OR 0, III . ..- IN CONTINUOUS SEALANT cY) -.. mi N. N. . .:, :» "oIIIIIIIIII , 1x4 FLAT WOOD EQUAL. c-1 11 4"CONCRETE SLAB ON • TRIM 11 < I/ --..--..„'-'\ ' 0 • 0 ' e,....... '_....--- GRADE WEST ELEVATION NORTH ELEVATION ., ---- ,,i iwer..._ \ ,000111110111*:;.: c, 4 4 4 5/4x4 CEMENTITOUS TRIM----------- 4. -% - 4 • . ..,,4.4 - . A I ''''. \ IIW ------- -----1 '•. *al it,".•;., ASPHALT SHINGLES MATCH ,. . .' - ' .' 0 • '. • .7- 4 • • . ."0 , . • , d a • • 0, ,- • ' g‘ . , , • . , ,,, 4, . • 0 • - .. •• ' ..44. • I. 11 COMMUNITY BUILDING 2 107 0 . • : • -.7 .. . ..A '4,' -- - -- •Ncs--,- AVERAGE HT.OF ROOF ,.€.4.€4 :=4,,4,,Lii,1 4,., 12 5"FIBER CEMENT LAP 12 • 12 0 0 ' VAPOR BARRIER -16 ROOF TRUSS AVERAGE HT.OF ROOF :i i I I R11.1i ?JD 1Th L.:, i t Ii i t I. SIDING,JAMES HARDI OR . i---:. --i 6 . -4 • - . 7_gill N. 4) . • .d N EQUAL. L,.__., hLi 1 ,, - -= #4 DOWELS, T.O.PLATE T.O.PLATE : €i 71"TT ..""i 1-1;'-rriTtir,. 5/4X4 CEMENTITOUS TRIM N. . • kr 1-8' "x1.-8"WINDOW, N. • CENTER ON WALL. SEE STRUCTURAL CONTINUOUS SEALANT co • 7---- FE - • -sTa r,- -LL-98 -..:4•1* < • • • • . .• . 4 '4 6 MATCH WINDOW TYPE'Q' • 12 4 " .,. • 3/8"MINIMUM c'' b z4. • ' , . . . . 4 ,, . . 1 a, . - .4 '107 F::) . 6 @COMMUNITY BUILDING c." ea - - - --4 5/4 WOOD CORNER TRIM TYP. ,... • 4 - • . k? z0 . . I to CINCRETE FOOTING, Co 5/4 WOOD CORNER TRIM TYP. ,(2 8 6? I :?•,- .4 . 4 , . • • 2 . SEE STRUCTURAL ark T.0 SLAB ......------ iszt I 4"FIBER CEMENT LAP . . • ' .. ..4.4. ' T.0 SLAB '107 'N. N N T.0 SLAB ri ----- 107 ----' SIDING,JAMES NARDI OR N, " N. 'N - ___..,- • 4I# EQ / 5'-0" # 5'-'0" / EQ jtoEQUAL. ___/ \___ a a_ 16 REFER TO SHT A402 FOR '107 EAST ELEVATION SOUTH ELEVATION A107 WINDOW WRAP AND FLASHING a SEQUENCE SHEET: 16. TYP. WALL TO FOUNDATION 17. DOOR JAMB 18. BUILDING SECTION 19. EXTERIOR ELEVATIONS co LRS Architects,Inc.©2015 - SCALE: 1 1/2"=1-0" SCALE: 3"=V-0" SCALE: 1/8"=1'-0" SCALE: 1/8"= 1"-0" . . E m _ 28'-11 1/4" *. . A S CONTINUE 518"TYPE X GYP HIGH&LOW VINYL COATED F 1 T E T BD BEHIND TUB AT PARTY WALL TO MAINTAIN FIRE • SHELVES SYSTEM GENERAL NOTES 720 NW .221. ft RATING,TYPICAL SUIte MO 503 321.2W7 D - - - - - N. 1. ALL PLAN WALLS SHOW FRAMING ONLY UON.NO FINISHES ARE "__ - - / A6- DRAWN.ALL DIMENSIONS ARE TO FACE OF FRAMING UON OR 1NWu�. l� i/ `� 1410 S -- -- :I/) CENTER OF WINDOW OPENING,COLUMN,OR GRID.EXTERIOR I I - DIMENSIONS ARE TO FACE OF FOUNDATION/FACE OF 1 Lo �� I X N FRAMING.DIMENSIONS INDICATED AS"CLEAR MINIMUM"ARE TO SHOWER I x i x I i TA<fr DClCABLE�; �� CLOSET _ FACE OF FINISH. 2. PROVIDE 36"ACCESSIBLE ROUTE THROUGHOUT EACH GROUND 1 I V.C.SHELF FLOOR UNIT. 32"CLEAR AT DOORS,INCLUDING THE PATIO - 3540 , 1Xb / v ' U DOOR. / 24 TB 003 BEDROOM DANIEL C.PURGIEL � 12-5"x 11'-5" -Ak 3. SEE Ai SHEET FOR STANDARD FIXTURE MOUNTING � � rei REQUIREMENTS UQN. • ��/ • BATH t/3 PORTLAND,OREGON 003 4. SEE 1/8"PLANS&WINDOW SCHEDULE FOR SIZE&TYPE rQ C © CLOSET A6T - 5. ALL DOOR OPENINGS PERPENDICULAR TO A WALL ARE 5"TO OF O ' "v _ N E THE WALL UON -- ON 6� - C . .SHELF r 1 VC 6. DOTTED BOXES AND CIRCLES DESIGNATE ACCESSIBLE CLEAR X S I OK FLOOR AREA SPACES FOR REFERENCE A6T WI- 0010- N E o a 7. SEE 1/8"PLANS FOR LOCATIONS OF WALLS WITH WOOD CONSULTANT' ENTRY - _ SHEATHING FOR STRUCTURAL SHEAR. I.• ) El kr 8. SEE 1/8"PLANS FOR ACTUAL ROOM ORIENTATION. Y315 'oo o gi M 9. SMOKE DETECTORS SHALL BE INTERCONNECTED.CONNECT - -' ..'� 15 SMOKE DETECTORS TO THE PRIMARY POWER FROM THE 407 BUILDING AND PROVIDE BATTERY BACKUP. REF 111 DECK I 10.ALL DRYER EXHAUST AND EXHAUST FANS SHALL BE MICROWAVE W/ KITCHEN LIVINGROOM INSTALLED PER MANUFACTURER'S WRITTEN SPECIFICATIONS. VENT TO OUTSIDE AT EXTERIOR WALL,THROUGH ROOF AT VENT HOOD 14'-4"x 14'-5" 4 TOP FLOOR,UNLESS NOTED OTHERWISE.VERIFY WITH T - - A6- I DW NIP MECHANICAL DESIGN. I 1 - - Iwm. 11. EXTERIOR WALLS AND PLUMBING WALLS TO BE 2x6 1 FRAMING UNLESS NOTED OTHERWISE.SEE I I STRUCTURAL FOR ADDITIONAL NOTES. L- -- - I `"" 12.INTERIOR WALLS TO BE 2x4 FRAMING UNLESS NOTED Q I 8 L__ X406 OTHERWISE.SEE STRUCTURAL FOR ADDITIONAL NOTES. 13. PROVIDE SOLID WOOD BLOCKING FOR STAIR HANDRAILS -O AT ENDS AND CENTER(MAXIMUM 6'-0"O.C.) DINING ROOM q 14. POINT OF DISCHARGE OF VENTS SHALL BE 3'-0"MIN.FROM BUILDING OPENINGS. I _ 4 - - .- PROJECT NUMBER - 215079 Tigard Apartments I. UNIT I FLOOR PLAN SCALE: 1/4"=V--0" 135th and Scholis Ferry, Tigard, OR 28'-11 1/4" 28'-11 1/4" 111111- 5-21/2" 3'-3 1/2" 4 3'-10 1/2" A 2' -51/2"/ 13'-1 1/4" CONTINUE 5/8"TYPE X GYP 607.2 30"x / 6'-2 1/2" 3'-31/2" 6'-4" / 13'-1 1/4" 1004.11.3.1.3 BATHTUBS BD BEHIND TUB AT PARTY LENGTH OF WALL TO MAINTAIN FIRE TUB CLEAR PARALLEL APPROACH RATING,TYPICAL FLOOR 60"X 30" /� KEY NOTES N, NNSPACE AT �/ - � TUB- - - - - N. r N N - - N r N N. 1O THROUGH WALL AC UNIT 40 o Q -"441441 I 1 V.C.SHELF AND ROD 1003.11.5 30"x48" I / I 1003.13 1004.11.3.1.1 30"x48" I } a ��\I I Q 24"TOWEL BAR HOLLAND CLEAR FLOOR SPACE >- cc ,/{�, z 003 CLEAR FLOOR SPACE - TUB! TUB! 11 ; I CLOSET _ OPERABLE WINDOW. CENTERED ON •ROWER 003 �\ P A R T N E R io FOR FORWARD ,ROWER \ it iyOPERABLEPARTS W m �/ 12"TOWEL BAR APPROACH CENTERED > > _ ( FIXTURE-TYP. `� 1> = I I CLOSET o G R O U P ON FIXTURE-TYP. I1.----.91 I r - - -1 WITHIN 15"-48"AFF Rs 1 �, , - - BEDROOM I I- lin TACKABLE - 4O MEDICINE CABINET 1111 Main St#500 Lli_ ,/ D1NF 12'-5"x 11'-5" _ \ C - Vancouver,I I _ I I 1003.13 WINDOW OPERATION. ��� - `1 �, WA 98660 BEDROOM 5 FOLD DOWN GRAB BAR 1003.11.7 60"X66" �i �, — —— — I I I a, OPERABLE WITH ONE HAND © L - - - -- - 12'-5"x 11'-5" rn O Phone: 360.649.7888 CLEAR FLOOR SPACE V ¢ ,_ [- AND SHALL NOT REQUIRE _ AT WATER CLOSET. '-'� '{ ` 003 P ( CPT MINIMUM 32"CLEAR AT I I ��' TIGHT GRASPING,PINCHING, - l► 6 REMOVABLE DOOR ERIPY W, \ I o I AIL DOORS L - - _I -.VERIFY W' "; -81/2 I c., LAVATORIES MAY BY C` OR TWISTING OF THE WRIST. I o ® GRAB BARS SHOWN DASHED(NOT IN CONTRACT)PROVIDE SHEET TITLE: '"� o 'ITUB MFR f— BA 1 Hl I I o INCLUDED IN THE �IUBIMFR I BATA I I I TI�ROUGHOUTTHE UNIT " ( 003 TAT REQUIRE PASSAGE. THE FORCE REQUIRED TO " III " I 0030 BLOCKING IN WALL ONLY. �, ;18 ,18 MIN I M 18 18 MIN0 I CLEAR FLOOR SPACE. ACTIVATE OPERABLE PARTS _ - J g. 18"MIN FROM CENTER ;ICER \ CLR - - /I I - SHALL BE 5 POUNDS MAX. F` L� iCLR CLf� -� 4 - O8 INITAILLY INSTALL THE SHELF AND ROD 46"MAXIMUM ABOVE APARTMENT OF WATER CLOSET RI 7- CLOSETV L � ;, CLOSETTHE FLOOR FOR ACCESSIBILITY. PROVIDE AN ADDITIONAL 1! O\~ - ;f� ' --16? 1_--- 1004.11.3.1.2.1 WATER 'I __..---- LEDGER AT THE STANDARD MOUNTING HEIGHT. UNIT 1003.11.5 REMOVABLE _ BASE CABINET � __ i1 ` "' - - - CLOSET PARALLEL 0 r >ft1� E__�' •!• 44°' r 1* ® SHELF BELOW PLANS Lr� =�— 4'-0" APPROACH 56"X66" _ _ _ _ _ 3 O8 STORAGE _ X 4'_0" jo STORAGE 1003.11.6 BOTTOM OF MIRROR IN 001 0- -N, 1— 1 �01 a LL M BATHROOM 40"MAXIMUM ABOVE I ENTRY' Q 7-d- - - 1 4" E TRY cn - 1�4,. I m�� 0o THE FLOOR I ao 5' 1 1/2" I 2'-5 3/4" r D 1004.12.1.2 KITCHENS WITH `r I I 1 ' 10 314" 2'-61/2" T7 - 2'-6" I 4' �, ( - - — — 015 o COUNTERS,APPLIANCES OR I , 2'-6" / ALIGN I 01 0 o I_ - - - - I / \ 1003.12.4.2 SINK 34" 1 I I CABINETS LOCATED ON 3 / \ o N ,J 5'MIN CLEAR_\ MAX ABOVE FLOOR, I I'I��2„ I m CONTIGUOUS SIDES, 5a11t1,CLEAR�\ .� 1/2" M - i -- - _ -Ti MEASURED TO THE 1 - _ _ _ J I CLEARANCE BETWEEN ALL mr REF I - I HIGHER OF RIM OR OPPOSING BASE CABINETS, I � CONCRETE PATIO REF 1 i�\ KITC�IIrEN `o COUNTER SURFACE. -I I COUNTER TOPS,APPLIANCES I ,\ I I / o = SLOPE T WALL TYPES 1003.12.1.2 KITCHENS WITH 1 1 I I / _ Q,/! OR WALLS WITHIN THE 1 \ I _z _ .0 I. " �� 1/4/FT" - COUNTERS,APPLIANCES OR I ' .� 0 L - - - - _I KITCHEN WORK AREAS SHALL I ��i LIVING ROOM A SEE 1/8"PLANS FOR TYPICAL EXTERIOR&SHARED LIVING CABINETS LOCATED ON 3 ` �' GflNCPETE PATIO BE 60 INCHES MINIMUM. t I Q -KI-TCf N_ - 12-6 x 14'-5" 4*q UNIT WALL TYPES. -I-I--- - I .,- - -� 1- - - LIVING ROOM SLOPE _ I -1 _T - CONTIGUOUS SIDES, I 1 12'-6 x 14'-5" /4"/FT' k A4- CLEARANCE BETWEEN ALL 1 1 R I 1 I 1 I ow - I I I DW ._ B TYPICAL INTERIOR LIVING UNIT WALL IS TYPE NIS ' OPPOSING BASE CABINETS, I I I 1 I L - - cu I I 1 I L - -a A4A COUNTER TOPS, L - _L_______1_ _I _ - - J M C TYPICAL BATHROOM WALL IS TYPE N S APPLIANCES OR WALLS - I «7 1004.12.2 CLEAR FLOOR I N a' In WITHIN THE KITCHEN WORK L ____)9. -I L_4SPACE AT EACH - - "' D TYPICAL PARTY WALL IS TYPE B4A AREAS SHALL BE 60 INCHES / Q O s -- Cn FIXTURE 30X48 © --1 M 1 S MINIMUM. --Icv �, - __It;, '4 1- J ♦ r r - - -J r 1003.12.3 AT LEAST ONE DINING ROOM 4 36"HIGH COUNTERTOP -0 SECTION OF KITCHEN ,,i ALLOWED WHERE PARALLEL LEGEND UNIT 1 o COUNTER SHALL BE 30" o APPROACH IS PROVIDED ATo z Eo LONG X 34"HIGH.FOR T - - - - - io EACH FIXTURE TYPICAL WALL: DINING ROOM - 4 R. FORWARD APPROACH I I11 FLOOR PLANS FR WALL a I I "' " WALLS'W/OPENING PROTECTION POCHE FOR DRAWN BY: DM/JA W N I I I N r N. N. I ' I _ N. N � DATE ISSUED; 12/11/15 4 l�J EXHAUST FAN R # 5'-0" 4 5,0" S COMBINATION SMOKE/CARBON MONOXIDE DETECTOR ie o 2. 8-9 3/4" / 1040 / 5-21/4 / 5-0 ` f 8-9 3/4 / JO" ` 5'-2 1/4" de 5-0 4e E) RECESSED CEILING MOUNTED EXHAUST VENT 0 BATHROOM NOTES: 1003.12.4.1 30"x48" DIMENSIONS SHOWN ON THIS DRAWINGS MODIFY FE CLEAR FLOOR SPACE BATHROOM NOTES: DIMENSIONS ON ADJACENT DRAWING ON THIS 1 I FIRE EXTINGUISHER 8 606.3 HEIGHT. THE FRONT OF LAVATORIES AND SINKS FRONT APPROACH 1004.11.3.2.1.3 HEIGHT. SHEET. THIS IS TO ADJUST CONFIGURATION OF SHALL BE 34"MAX ABOVE THE FLOOR,MEASURED TO THE OF SINK THE FRONT OF THE LAVATORY SHALL ELEMENTS FOR ADAPTABLE COMPLIANCE. SEE 1� MEDICINE CABINET • HIGHER OF THE RIM OR COUNTER SURFACE. BE 34"MAXIMUM ABOVE THE FLOOR, ADJACENT DRAWINGS FOR ALL OTHER E 309.4 OPERATION. FAUCETS SHALL BE OPERABLE WITH MEASURED TO THE HIGHER OF THE DIMENSIONS AND NOTES. -s- TOWEL RING aI ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING. DIMENSIONS SHOWN ON THIS DRAWINGS MODIFY APPLIANCES FOR TYPE A: FIXTURE RIM OR COUNTER SURFACE. 606.4 FAUCETS. HAND-OPERATED METERING FAUCETS DIMENSIONS ON ADJACENT DRAWING ON THIS RANGE WITH FRONT CONTROLS e] TOILET PAPER DISPENSER SHALL REMAIN OPEN FOR 10 SECONDS MINIMUM. SHEET. THIS IS TO ADJUST CONFIGURATION OF RANGE HOOD WITH SWITCH ON WALL ELEMENTS FOR ADAPTABLE COMPLIANCE. SEE REFRIGERATOR WITH BOTTOM FREEZER V 24"TOWEL BAR 606.6 EXPOSED PIPES. WRAP EXPOSED DRAIN AND HOT ADJACENT DRAWINGS FOR ALL OTHER MICROWAVE ON COUNTER 24 TB WATER PIPES. DIMENSIONS AND NOTES. 2 2. UNIT I TYPE A 3. UNIT I TYPE B DRAWING 1 THIS SHEET FOR MORE INFORMATION a SCALE: 1/4"=1'--0" ICC/ANSI A117.1 -2003 SCALE: 1/4"=1'-0" ICC/ANSI A117.1 -2003 1004.11.3.1 OPTION A a m a E m A201 a SHEET: ro o LRS Architects,Inc.C 2015 1 N 33'-71/4" / r=7(0.--1 15 407 ARH ITET n I , .: GENERAL NOTES 70 NW [Ws 503,221:1121 M Suite 300 503221.2077 13 0 __.__.___-_._.__._..,..._.........._._.....___...._.......__..._..._._.__.._.._._... 1. ALL PLAN WALLS SHOW FRAMING ONLY UON.NO FINISHES ARE DRAWN.ALL DIMENSIONS ARE TO FACE OF FRAMING UON OR Patland OR 97209 1lWNW,Ir th F 1 I 1 -----.....,__..___.__._.----------_...._._...____._..__........_._ _....._...___..._.....____..__...... __iii. N. CENTER OF WINDOW OPENING,COLUMN,OR GRID.EXTERIOR ...._......._.__.__....._..---__......_........_...._._...__...__......_.._.,._.___,__._.....__...__.__._... 16 DIMENSIONS ARE TO FACE OF FOUNDATION/FACE OF 407 STOR FRAMING.DIMENSIONS INDICATED AS"CLEAR MINIMUM"ARE TO _7VINt-ROOMDECK .._I FACE OF FINISH, 12'-4"x 11'-9" DECK.______.__.__. __...__ ._.___.._.......__. E .K._____.- ._ _SLOPE CIY����`"� PARAL L 1/4"/FT 2. PROVIDE 36"ACCESSIBLE ROUTE THROUGHOUT EACH GROUND A6-1- N TOW LLFLOOR UNIT. 32"CLEAR AT DOORS, INCLUDING THE PATIO __- 0.0.8 N E t.,.. 3540 3540 o CI 1._________I — � ..____.._. 1 I 1 DOOR. crjDANIEL C.P€�RGIEL ' 3. SEE Ai SHEET FOR STANDARD FIXTURE MOUNTING Ale ret-vii--3 REQUIREMENTS UON. • • d) PORTLAND,OREGON �, 4. SEE 1/8"PLANS&WINDOW SCHEDULE FOR SIZE&TYPE �»A _ 3 I 5. ALL DOOR OPENINGS PERPENDICULAR TO A WALL ARE 5"TO �G O�' `.? THE WALL UON LOW DINING BEDOM 6. DOTTED BOXES AND CIRCLES DESIGNATE ACCESSIBLE CLEAR mce 11'-9" 1'-3" FLOOR AREA SPACES FOR REFERENCE - v7. SEE 1/8"PLANS FOR LOCATIONS OF WALLS WITH WOOD CONSULTANT:r -- ISHEATHING FOR STRUCTURAL SHEAR. I to rpx CPT 8. SEE 1/8"PLANS FOR ACTUAL ROOM ORIENTATION. I 9_ SMOKE DETECTORS SHALL BE INTERCONNECTED.CONNECT I 0011 V.C,SHELF Roo o 003 SMOKE DETECTORS TO THE PRIMARY POWER FROM THE L - - - - - BUILDING AND PROVIDE BATTERY BACKUP. F - -t-T‘-.- 7- - T - - CLOSET m ' rp I I ---- - - I 10.ALL DRYER EXHAUST AND EXHAUST FANS SHALL BE I DWI- - c INSTALLED PER MANUFACTURER'S WRITTEN SPECIFICATIONS. j� VENT TO OUTSIDE AT EXTERIOR WALL,THROUGH ROOF AT j TOP FLOOR,UNLESS NOTED OTHERWISE.VERIFY WITH 003 k TACKABIo V E os T T MECHANICAL DESIGN. 1 WMD 1 I I 11.EXTERIOR WALLS AND PLUMBING WALLS TO BE 2x6 PANTRY KITCHEN ,e I- IBATH I I I FRAMING UNLESS NOTED OTHERWISE.SEE STRUCTURAL FOR ADDITIONAL NOTES. 1I "r0 c0 CLOSET - -)1 -- I 12.INTERIOR WALLS TO BE 2x4 FRAMING UNLESS NOTED I I OTHERWISE.SEE STRUCTURAL FOR ADDITIONAL NOTES. Q (AI- co -c.4 .A. a� I I ECilliTi LJ 13.PROVIDE SOLID WOOD BLOCKING FOR STAIR HANDRAILS 1§cAT ENDS AND CENTER(MAXIMUM 6'-0"O.C.) _ — — — — — HIGH&LOW MICROWAVE W/ SCOATED SHELVES SYSTEM 14.POINT OF DISCHARGE OF VENTS SHALL BE 3'-O"MIN.FROM _ VENT HOOD BUILDING OPENINGS. - •-- PROJECT NUMBER - 215079 1. UNIT 2 FLOOR PLAN Tigard Apartments SCALE: 1/4"=V-0" 135th and Scholls Ferry, Tigard, OR / 33'-7 1/4" / f 13'-3 1/4" / 8'-3" 7'-11 1/2" f 4'-1 1/2" 4-6112" © KEY NOTES Q. F- THROUGH WALL AC UNIT LNING ROOMo ;I- 1:, H O L L A N D CONCRETE PATIO N 12'-4"x 1V-9" `" STOR O2 24"TOWEL BAR PARTNER v SLOPE 4 Q 12"TOWEL BAR GROUP 04) • 0 1 f2„ ( 008 1/4"IFT I 4 i"-----71i _ MEDICINE CABINET 1111 Main St#500 k / 2'-2" 3'-3" 41# O FOLD DOWN GRAB BAR Vancouver, WA 98660 Phone: 360.649.7888 c. q ® REMOVABLE DOOR I () GRABBLOCBANGRS SHOWN ONLY. N DASHED(NOT IN CONTRACT)PROVIDE SHEET TITLE: DINING O INITAILLY INSTALL THE SHELF AND ROD 46"MAXIMUM ABOVE APARTMENT m BEDROOM THE FLOOR FOR ACCESSIBILITY. PROVIDE AN ADDITIONAL 11'-9"x 11'-3" LEDGER AT THE STANDARD MOUNTING HEIGHT. UNIT jN(T GV N. r - - - - _ r, M SHELF BELOW PLANS I Nco oo I �, 5'-0 12" -v 1 1/4",.a o r VFY W/T B MNF I 001 .....fi 003 .__ N. - - 75` —I- - -1- - - — CLOSET— Md Naz I s z RI I I _ 1 I---——I -- -1 . A > `° 0 jos WALL TYPES 14'003 I I A SEE 1/8"PLANS FOR TYPICAL EXTERIOR&SHARED LIVING PANTRY , KITCHEN I - -1- { I I UNIT WALL TYPES, I I BATH I 1 fl I B TYPICAL INTERIOR LIVING UNIT WALL IS TYPE A4 - L --� ID. 3 I I II( I CLOSET I A4A N S - J7R - m I I I ©# III I I ED C TYPICAL BATHROOM WALL IS TYPE NIS - �� © 0 - 40 ,,_. 0 I I I Li-,---:I', ii L J D TYPICAL PARTY WALL IS TYPE B4S " /CL18R/ / 2'-11 1/2" / 10'-7 114" / 3'-9 112" e 9'-6" / 6'-9" / LEGEND U N I T 2 3 A f!) a TYPICAL WALL: SEE 1/8"FLOOR PLANS FOR WALL POCHE FOR P WALLS W/OPENING PROTECTION DRAWN BY: DM/JAW DATE ISSUER: 12/11/15 a 0 EXHAUST FAN L" a o DIMENSIONS SHOWN ON THIS DRAWINGS MODIFY O COMBINATION SMOKE/CARBON MONOXIDE DETECTOR SEE 3/A201 UNIT 1 TYPE B FOR TYPICAL ACCESSIBLE NOTES DIMENSIONS ON ADJACENT DRAWING ON THIS a SHEET. THIS IS TO ADJUST CONFIGURATION OF (9 RECESSED CEILING MOUNTED EXHAUST VENT 8 ELEMENTS FOR ADAPTABLE COMPLIANCE. SEE a ADJACENT DRAWINGS FOR ALL OTHER FIRE EXTINGUISHER DIMENSIONS AND NOTES. gr ; MEDICINE CABINET 0 N - - TOWEL RING r a. 3. UNIT 2 TYPE B TOILET PAPER DISPENSER SCALE: 1/4"=1'--0" ICC/ANSI A117.1 -2003 1004.11.3.1 OPTION A 0 24 TB `" 7. —.17 24"TOWEL BAR 0 1 W g 0 a a d a E . A2O2 o SHEET: m LRS Architects,Inc.©2015 m c 0 E m 0 m / 37'-51/4" / CONTINUE 5/8"TYPE X GYP ••= 11..m I BD BEHIND TUB AT PARTY WALL TO MAINTAIN FIRE ARCH I T E T S .. RATING,TYPICAL .. GENERAL NOTES 720 NW MIAs S03221;112/ '`___ v _ ._ .r. - _ _. _ Site 5032212077 D r I 1 .-6I_--- Q 1• ALL PLAN WALLS SHOW FRAMING ONLY UON.NO FINISHES ARE • 1DRAWN.ALL DIMENSIONS ARE TO FACE OF FRAMING UON OR P OR 97209WWw°Ima hi m —0 II CENTER OF WINDOW OPENING,COLUMN,OR GRID.EXTERIOR I SHOWER I BATH I DIMENSIONS ARE TO FACE OF FOUNDATION/FACE OF -:\-: -_ DINING ROOM --T I FRAMING.DIMENSIONS INDICATED AS"CLEAR MINIMUM"ARE TO jj W D D}v ( R ( FACE OF FINISH. _�1 - I D -0.-_.4_ oc� 2 UT1L Y - - 1 2. PROVIDE 36"ACCESSIBLE ROUTE THROUGHOUT EACH GROUND 0 =upu { n " t FLOOR UNIT. 32"CLEAR AT DOORS,INCLUDING THE PATIO '��• 3540 I}t.C.SHELF AND RODI T o'er• KITCHEN I DOOR. [� DANIEL C.PURGIEL I — I I I °` I REF 3. SEE Al SHEET FOR STANDARD FIXTURE MOUNTING 04e,��� I I I I I I - _ 4 REQUIREMENTS UON. • • I I L- - -1--_L - - J (A PORTLAND,OREGON , 001 4. SEE 1/8"PLANS&WINDOW SCHEDULE FOR SIZE&TYPE �.` u aI Is5. ALL DOOR OPENINGS PERPENDICULAR TO WALL ARE5"TO1,1?nn C _ - --- " �,! ENTRY G A tl�' 1 0 oa ( r \ os - THE WALL UON 1 CLOSET \\� 6. DOTTED BOXES AND CIRCLES DESIGNATE ACCESSIBLE CLEAR FLOOR AREA SPACES FOR REFERENCE �_ 01: v 7. SEE 1/8"PLANS FOR LOCATIONS OF WALLS WITH WOOD CONSULTANT: coco SHEATHING FOR STRUCTURAL SHEAR. :81) _. 8. SEE 1/8"PLANS FOR ACTUAL ROOM ORIENTATION. BEDROOM 1 11'-0"x 12'-7" LIVING ROOM 9. SMOKE DETECTORS SHALL BE INTERCONNECTED.CONNECT SMOKE DETECTORS TO THE PRIMARY POWER FROM THE 13'-10"x 13'-5" BUILDING AND PROVIDE BATTERY BACK UP. 10. ALL DRYER EXHAUST AND EXHAUST FANS SHALL BE BEDROOM 2 INSTALLED PER MANUFACTURER'S WRITTEN SPECIFICATIONS. 11'-3"x 11'-7" VENT TO OUTSIDE AT EXTERIOR WALL,THROUGH ROOF AT TOP FLOOR,UNLESS NOTED OTHERWISE.VERIFY WITH MECHANICAL DESIGN. I I I 11.EXTERIOR WALLS AND PLUMBING WALLS TO BE 2x6 . A6T N E FRAMING UNLESS NOTED OTHERWISE.SEE STRUCTURAL FOR ADDITIONAL NOTES. 1 { I I I 12. INTERIOR WALLS TO BE 2x4 FRAMING UNLESS NOTED OTHERWISE.SEE STRUCTURAL FOR ADDITIONAL NOTES. O _...__..._...��'' __.__.__ ._.___.---..__... _..__......_.... �~ DECK V�' 406 PARALLEL 13. PROVIDE SOLID WOOD BLOCKING FOR STAIR HANDRAILS •DECK ____ ...... STOR � TO WALL AT ENDS AND CENTER(MAXIMUM 6'-O"O.C.) SLOPE 14.POINT OF DISCHARGE OF VENTS SHALL BE 3'-0"MIN.FROM _....._._.._.__... _.___..______._._.__ 114"/FT BUILDING OPENINGS. . 1 T 9 15 406 406 PROJECT NUMBER: .. 215079 Tigard Apartments 1. UNIT 3 FLOOR PLAN 135th and Schos Ferry, 1/4"=1`.-0" ll Tigard, OR 3T-5 1/4" # 12'-0 1/2" / 5'-10" 9'-01/4" 10'-6 1/2" / 104.11.3.2 THIS BATHROOM �c 3T-5114" ill EXEMPT FROM ADAPTABLE 1/2" " 3-1 1/4 MANEUVERING CLEARANCES 12-0 / oe 5'-10 9-0 1/4" f 10'-6 1/2" / KEY NOTES CONTINUE 5/8"TYPE X GYP BD BEHIND TUB AT PARTY AND FIXTURE CLEARANCES. WALL TO MAINTAIN FIRE PROVIDE BLOCKING BEHIND 0 THROUGH WALL AC UNIT RATING,TYPICAL WATER CLOSET AND TUB FOR HOLLAND FUTURE GRAB BARS �}7 ®7 �2 24"TOWEL BAR _ �--� PARTNER - I 12 laTI "TOWEL BAR z18 � � I7` GROUP —, / I (�\ - c� L__ Q Q -- -I -r N I J —1(,,) I0 ��`' L ____ Q Q ---I 4 MEDICINE CABINET r' 1111 Main St#500 g `,� I, _ Tug/ O I ( z III ' 0 SHOWER / O ATH I — 1- HOWER 'BATH - L J DINING ROOM _ T—"-1- I I / I_ —�1 _ _ _1 Vancouver, WA 98660 __ _ _ FOLD DOWN GRAB BAR 5 Phone: 360.649.7888 �' , I I - 7 I i I I I 1 I °' •, . • DINING ROOM 7 I i _ - II L.7 \ 1 I- T / ~_ 1TY DW I I I I R I I ! — I D DW 1 I _KITCHEN I Ro QREMOVABLE DOOR co , LJ I / a D _ _ 1 L _ I ti I� _ , I a� _ ITY -- 1- L= o) N. ,T - -o °• : - I� �l - I _, �' - f ' ''; -� 0 GRAB BARS SHOWN DASHED(NOT IN CONTRACT)PROVIDE SHEET TITLE: •�,. 5'-0' CSI M�N '�' I a� `i. �� .�� 5=0"C MI , f I BLOCKING IN WALL ONLY. I s, - -T v - ,, /� I j \\ 1 IREF jN. 1 V.C.SHELF AND ROD _ r Vr � � ,, /` I j I \\ I I REF O INITAILLY INSTALL THE SHELF AND ROD 46"MAXIMUM ABOVE APARTMENT I V.C.SHELF AND ROD I I 1 1 17 I `I_ - - - d = j I I I I THE FLOOR FOR ACCESSIBILITY. PROVIDE AN ADDITIONAL �/ —j I I I I I ,, _ —\ i - - 1� I o CLOSET -I I I I I I I ^ - -t - - -I L - - fJrL__ ,Sc LEDGER AT THE STANDARD MOUNTING HEIGHT. UNIT � CLOSET I L — — �—� — — J// \\ ^ - L I L - - �—� — — ...i// \\ 001 I O SHELF BELOW PLANS r - � 001 II r - - - - - -1 M 1 - - - � \\ /� I- - - - - - -I _ L J / \ N. / I I y = 1 i ———-- ` ` \\ \\ ENTRY 1/4" �� I �` \\ _ _ ENTRY 1/4" I o I o 1----- \ \p�\� \ ®$ I 11 I I c.-) \ s��\ / 1 I ( CLOSET \I \\1 1 1 I I CLOSET 1 L _I0 5s' J 1 / �\ // 5'-6" f T o03 / kr d / / fcr/ co BEDROOM 1 " \ // T I 0 M En 11'-o"x12'-7" \ / �, r BEDROOM 1 � WALL TYPES E 11'-0"x 12'-7" A SEE 1/8"PLANS FOR TYPICAL EXTERIOR&SHARED LIVING LIVING ROOM M LIVING ROOM UNIT WALL TYPES. 13'-10"x 13'-5" 13'-10"x 13'-5" A4- I- - -I BEDROOM 2 "' I BEDROOM 2 tc? B TYPICAL INTERIOR LIVING UNIT WALLA14SAPE NIS • I I 11'-3"x 11'-7" b 11'-3"x 11'-7" o C TYPICAL BATHROOM WALL IS TYPE N S 1 I I- - - -1 D TYPICAL PARTY WALL IS TYPE B4A L _ _ _ _ _-I i I 1 S N I I I 1- - - - - -1 I I N. I I I 6'0112" I 1 I ( / '-9 1/2" /2'-21/4" En I410 I I I m 3 LI- - - -1� I I i r _ V __ _ I I I I I LEGEND UNIT v 1,,, r , •1/2 „ 0 01 0 0 0li- STOR STOR EE11 1/8"FLOOR PLANS FOR WALL POCHE FOR I `� 4 8 4 WALLS W/OPENING PROTECTION DRAWN BY: DM/JAW 7 5-$1/ 4" 4. SLOPE CONCRETE PATIO SLOPE L 008 I 1/� 4"/FT 6'-2" 5'-9" 008 1/4"/FT �F EXHAUST FAN I -X QATEllE[k 12/11/15 o O� 4., , O o o co , CONCRETE PATIO co L 0 COMBINATION SMOKE/CARBON MONOXIDE DETECTOR U V-31/4" 1'-31/4" .i ® RECESSED CEILING MOUNTED EXHAUST VENT D rl D T m t_ " " " '_ 1/2" 1_ " / 11 2 / 11'-81/2 / 10'-6 314 # 4'-0" - 11'-2" / 11 8 , 10 6 3/4 e 4'-0" FIRE EXTINGUISHER 1" MEDICINE CABINET -Jr TOWEL RING E 0 DIMENSIONS SHOWN ON THIS DRAWINGS MODIFY TOILET PAPER DISPENSER SEE 2/A201 UNIT 1 TYPE A FOR TYPICAL ACCESSIBLE NOTES DIMENSIONS ON ADJACENT DRAWING ON THIS SHEET. THIS IS TO ADJUST CONFIGURATION OF SEE 31A201 UNIT 1 TYPE B FOR TYPICAL ACCESSIBLE NOTES DIMENSIONS SHOWN ON THIS DRAWINGS MODIFY e g 24"TOWEL BAR h. ELEMENTS FOR ADAPTABLE COMPLIANCE. SEE DIMENSIONS ON ADJACENT DRAWING ON THIS 24 TB ADJACNET DRAWINGS FOR ALL OTHER SHEET. THIS IS TO ADJUST CONFIGURATION OF DIMENSIONS AND NOTES. E, ELEMENTS FOR ADAPTABLE COMPLIANCE. SEE ADJACNET DRAWINGS FOR ALL OTHER DIMENSIONS AND NOTES. o a E 2. UNIT 3 TYPE A DRAWING 1 THIS SHEET FOR MORE INFORMATION 3. UNIT 3 TYPE B DRAWING 1 THIS SHEET FOR MORE INFORMATIONA2O3 SCALE: 1/4"=V-0"'--0" ICC/ANSI A117.1 -2003 SCALE: 1/4"=V-0" ICC/ANSI A117.1 -2003 1004.11.3.1 OPTION A SHEET: E a LRS Architects,Inc.©2015 m C 0 E t, v 1 ....,......... rF) ARCH ITE TS GENERAL NOTES 720 NW Das 503221:112 fl SW* 503 2212077 B 1. ALL PLAN WALLS SHOW FRAMING ONLY UON.NO FINISHES ARE 39'-71/4" / DRAWN.ALL DIMENSIONS ARE TO FACE OF FRAMING UON OR WWW.Ita8111 dt s m CENTER OF WINDOW OPENING,COLUMN,OR GRID.EXTERIOR DIMENSIONS ARE TO FACE OF FOUNDATION/FACE OF FRAMING.DIMENSIONS INDICATED AS"CLEAR MINIMUM"ARE TO FACE OF FINISH. ,VD Or r 2. PROVIDE 36"ACCESSIBLE ROUTE THROUGHOUT EACH GROUND � r��, �_� i 24 TB t 0 r ©/ Q FLOOR UNIT. 32"CLEAR AT DOORS,INCLUDING THE PATIO 1 `-I I4110 L ——— O — DOOR. Z DANIEL C.PURGIEL TUB/ f� 1 �//�j ��J� (SHOWER L/ [BATH 2 • 3. SEE Al SHEET FOR STANDARD FIXTURE MOUNTING Ik 400. i 4.41 '� REQUIREMENTS UON. + • • • DINING ROOM — T to PORTLANC},OREGON , , L �,, IIII o °W I KITCHEN ( 4. SEE 1/8"PLANS&WINDOW SCHEDULE FOR SIZE&TYPE *"vY4 N � � J oCi = t 5. ALL DOOR OPENINGS PERPENDICULAR TO A WALL ARE 5"TO OF � �� _ y,,►• I THE WALL UON I \/I — Iv i �l •,` 1 REF 6. DOTTED BOXES AND CIRCLES DESIGNATE ACCESSIBLE CLEAR CLOSET - - 1__.__( I I I I — gn I FLOOR AREA SPACES FOR REFERENCE LL - - _I I I 7. SEE 1/8"PLANS FOR LOCATIONS OF WALLS WITH WOOD CONSULTANT: 1 006 007 SHEATHING FOR STRUCTURAL SHEAR. �� ENTRY 8, SEE 1/8"PLANS FOR ACTUAL ROOM ORIENTATION. I CLOSET \ \ 9. SMOKE DETECTORS SHALL BE INTERCONNECTED.CONNECT I \ SMOKE DETECTORS TO THE PRIMARY POWER FROM THE — 003 N BUILDING AND PROVIDE BATTERY BACK UP. 10.ALL DRYER EXHAUST AND EXHAUST FANS SHALL BE Q _ 0 INSTALLED PER MANUFACTURER'S WRITTEN SPECIFICATIONS. cl) VENT TO OUTSIDE AT EXTERIOR WALL,THROUGH ROOF AT TOP FLOOR,UNLESS NOTED OTHERWISE.VERIFY WITH . MECHANICAL DESIGN. 11. EXTERIOR WALLS AND PLUMBING WALLS TO BE 2x6 BEDROOM 1 FRAMING UNLESS NOTED OTHERWISE. 11'-0"x 12'-7" LIVING ROOM STRUCTURAL FOR ADDITIONAL NOTES.SEE 13-10"x 17'-1" 12.INTERIOR WALLS TO BE 2x4 FRAMING UNLESS NOTED I BEDROOM 2 OTHERWISE.SEE STRUCTURAL FOR ADDITIONAL NOTES. 11'-0"x 11'-7" 13.PROVIDE SOLID WOOD BLOCKING FOR STAIR HANDRAILS I I I AT ENDS AND CENTER(MAXIMUM 6'-0"O.C.) 0 14.POINT OF DISCHARGE OF VENTS SHALL BE 3'-O"MIN.FROM BUILDING OPENINGS. I I _ N. 0 .„_„_____1_ , DECK _ m .,. T. . .v..._ STOR 008 Fr - PROJECT NUMBER - 215079 Tigard Apartments I. UNIT 4 FLOOR PLAN 135th and Schalk Ferry, Tigard, OR SCALE: 1/4"=-V-0" ,, 39'-8" / / 2'-O" 00 12'-2 1/2" / 6'-1 112" / 191-4" / KEY NOTES / 9'-11 3/4"CLEAR FIN ®O — — — — — O THROUGH WALL AC UNIT r. _ _ v `�CI1 m_. - O 24"TOWEL BAR HOLLAND 24TBT - P- b _r (- °moo I I PARTNER >- o , I 1 — v ( I 'IT L—— © —� 0 12"TOWEL BAR TUBI I 1 qz , "' GROUP in W m SHOWERj 'BATH F _ _ ;� I- — — 4 MEDICINE CABINET ( 1 v © �, . O 1111 Main St#500 --- -- --- —— I N ' I L9 DINING ROOM 7 I I ( _ Vancouver, WA 98660 1 I FOLD DOWN GRAB BAR — — � R• ° `D —°w 1 L=K TCHEN I F ( r O Phone: 360.649.7888 't — — Bo — -I -j-- I co REMOVABLE DOOR --# 3'-2 /4" #- 1 `..%T _ , .. _ --,� "I'�-N 1 a I l=✓ L ""'� �C7 7 5'MIN(BLEAR ,I� I O GRAB BARS SHOWN DASHED(NOT IN CONTRACT)PROVIDE SHEET TITLE: v — — — ' \/' I 0� �I �. ° i ( \+ I REF BLOCKING IN WALL ONLY. _ _ I , APARTMENT rs,q 5'-y"— ,,c 51-9" 4/1 4'-81(/2" I/1'-8"Il 5'-6" I I I J I 1�, t O INITAILLY INSTALL THE SHELF AND ROD 46"MAXIMUM ABOVE N — L —— 1r N. N THE FLOOR FOR ACCESSIBILITY. PROVIDE AN ADDITIONAL CLOSET L_ _ L—� _ — UNIT I- - - - -i LEDGER AT THE STANDARD MOUNTING HEIGHT. I �\ � j � 001 I `� I e ( ENTRY I I-1/4 I T SHELF BELOW PLANS - :2_______.2 = \ F� I Ino I CLOSET \ , 1C' _ i 03 "' 4.._ — —�- -3--1-1/2J , - N J N. c� 0 = 0 — O 6'-5n zn zo WALL TYPES BEDROOM 1 11`-0"x 12'-7" LIVING ROOM A SEE 118"PLANS FOR TYPICAL EXTERIOR&SHARED LIVING 13-10"x 1T-1" UNIT WALL TYPES. BEDROOM 2 b B TYPICAL INTERIOR LIVING UNIT WALL IS TYPE Nos 11'-0"x 11'-7" A4A C TYPICAL BATHROOM WALL IS TYPE N I S N. I I I D TYPICAL PARTY WALL IS TYPE B4A 0 6'-81/4" JL , 1 S E., q N. �� _ N. 5'-9" • • Lo LEGEND UNIT , —/ Z q IF STOR ao TYPICAL WALL: a SEE 1/8"FLOOR PLANS FOR WALL POCHE FOR Z DECK 008 WALLS W/OPENING PROTECTION DFtAWIt BY: DM/JAW 1,7 I N. DATE ISSUED 12/11/15 OF EXHAUST FAN 0, n c.0 COMBINATION SMOKE/CARBON MONOXIDE DETECTOR rni rt RECESSED CEILING MOUNTED EXHAUST VENT ' 0 0 . 13'4" 12'-0 1/2" 7'-7 1/4" 3'-0" 3'-81/4" FIRE EXTINGUISHER E _ DIMENSIONS SHOWN ON THIS DRAWINGS MODIFY MEDICINE CABINET m SEE 3/A201 UNIT 1 TYPE B FOR TYPICAL ACCESSIBLE NOTES DIMENSIONS ON ADJACENT DRAWING ON THIS -g- TOWEL RING E SHEET. THIS IS TO ADJUST CONFIGURATION OF ELEMENTS FOR ADAPTABLE COMPLIANCE. SEE ID TOILET PAPER DISPENSER ADJACENT DRAWINGS FOR ALL OTHER - IDIMENSIONS AND NOTES. v s 24"TOWEL BAR W 24 TB 0 0 a c ca E 0 a m 3. UNIT 4TYPE B a A2O4w SCALE: 1/4"=1'--0" ICC/ANSI A117.1 -2003 1004.11.3.2 OPTION B 0 SHEET: m LRS Architects,Inc.©2015 -Sm E m N 1 45'-111/4" / ARCHITECTS CONTINUE 5/8"TYPE X GYP GENERAL NOTES 720 NW Davis .503,221.112t fe WOOD CHASE BD BEHIND TUB AT PARTY State SOO 077 D MICROWAVE TO MATCH 0 WALL TO MAINTAIN FIRE " W/VENT HOOD CABINETS0 1. ALL PLAN WALLS SHOW FRAMING ONLY UON.NO FINISHES ARE - - 0 - — — — — _ RATING,TYPICAL P� 97209Nc DRAWN.ALL DIMENSIONS ARE TO FACE OF FRAMING UON OR OR WWW m 2 x 6 �_ 2x6 2 x 6 CENTER OF WINDOW OPENING,COLUMN,OR GRID.EXTERIOR 5 SHELVES I „- 5 SHELVES T-71 - :Ei-p--r 071 - '4.- DIMENSIONS ARE TO FACE OF FOUNDATION/FACE OF 16"x24" •t• 18" DEEP REF Q v� 1 V.Cr SNErF"`- L � �, m • ( N '-- - - - -� I FRAMlNG.DIMENSIONS INDICATED AS"CLEAR MINIMUM"ARE TO w I _ _J w D TUBr FACE OF FINISH. © \9'\ ✓. . - - - - - BATl� SHOWER J MASTER x k II to o I 2. PROVIDE 36"ACCESSIBLE ROUTE THROUGHOUT EACH GROUND '3La > CLOSET ci `° MASTER I-.1 A6- KITCHEN 003 01 A$T FLOOR UNIT. 32"CLEAR AT DOORS,INCLUDING THE PATIO 354 ;, =w > y N I E UTILITY on z E�, DOOR. LIS DANIEL C.PURGIEL �_ BATH a x VNLX VNL �' > 24 TB /! I y"' X 3. SEE Ai SHEET FOR STANDARD FIXTURE MOUNTING ,Hlej'� • o PANTRY I REQUIREMENTS UON. • -0 OWER I- -- --I I o 001 tf►l. PORTLP 10,OREGON .,. I DW I I _ R & s ENTRY 1/4„ 4. SEE 1/8"PLANS&WINDOW SCHEDULE FOR SIZE&TYPE ij _ __ _i_ _ 1 - _ CLOSET 5. ALL DOOR OPENINGS PERPENDICULAR TO A WALL ARE 5"TO OF 1� -Th � - - - " - �"� - - - - o^ THE WALL UON J 6. DOTTED BOXES AND CIRCLES DESIGNATE ACCESSIBLE CLEAR O FLOOR AREA SPACES FOR REFERENCE 1 V.C. SHELF ;'t /- "' 7. SEE 1/8"PLANS FOR LOCATIONS OF WALLS WITH WOOD CONSULTANT: D o < CLOSET it:, SHEATHING FOR STRUCTURAL SHEAR. 8. SEE 1/8"PLANS FOR ACTUAL ROOM ORIENTATION. A6- N E LIVING ROOM o 9. SMOKE DETECTORS SHALL BE INTERCONNECTED.CONNECT MASTER SMOKE DETECTORS TO THE PRIMARY POWER FROM THE BEDROOM DINING ROOM BUILDING AND PROVIDE BATTERY BACK UP. 10.ALL DRYER EXHAUST AND EXHAUST FANS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN SPECIFICATIONS. VENT TO OUTSIDE AT EXTERIOR WALL,THROUGH ROOF AT BEDROOM 2 TOP FLOOR,UNLESS NOTED OTHERWISE.VERIFY WITH MECHANICAL DESIGN. 11. EXTERIOR WALLS AND PLUMBING WALLS TO BE 2x6 FRAMING UNLESS NOTED OTHERWISE.SEE STRUCTURAL FOR ADDITIONAL NOTES. A6T 12.INTERIOR WALLS TO BE 2x4 FRAMING UNLESS NOTED OTHERWISE.SEE STRUCTURAL FOR ADDITIONAL NOTES. © N E ! I I I I • { ,� 1 13.PROVIDE SOLID WOOD BLOCKING FOR STAIR HANDRAILS N. AT ENDS AND CENTER(MAXIMUM 6'-0"O.C.) O ____ _.__._0 ECK Ali407 PARALLEL 14. POINT OF DISCHARGE OF VENTS SHALL BE 3'-0"MIN.FROM _.._._,. ,407 _.._..,._..._.._....__,._....._,____... STOR TO WALL BUILDING OPENINGS. ___..._....__...___ ....__._ .. .. __.....DECK - A4- __ .__ .w_.m._w_.,___,_...__ __...___,___. _____._____ _008 N I E , su ‘ q q k 1711 1 rii Fp 8 406 - PROJECT NUMBER- - 215079 Tigard A partm en is 1. UNIT 5 FLOOR PLAN 135th and Scholls Ferry, SCALE: 114"=1'--0" Tigard, OR 11.1-10 " , " " KEY NOTES 6'-2" , 9'-7" 42-6" / 7'-1" , 8 1/2"-10 ,- ,2-21/2 , 7-1 ,� 8'-10 1/2 / 15"MIN 104.11.3.2 THIS BATHROOM 104.11.3.2 THIS BATHROOM �_'/ THROUGH WALL AC UNIT EXEMPT FROM ADAPTABLE " „ EXEMPT FROM ADAPTABLE HOLLAND -, CLR MANEUVERING CLEARANCES /2-0 MIN/ / 18”MIN f L f MANEUVERING CLEARANCES Q 24"TOWEL BAR 0 18"MINf� 18" 0 AND FIXTURE CLEARANCES0 CLR CLR 0 PARTNER - - - 2x{6LIR ' CLR' - �-: 2x6 2x6 - - 2x6 - - - r 2x6 - 2x6 - AND FIXTURE CLEARANCES _ _ 3 12"TOWEL BAR GROUP (- •+�. 112 I ti REF - 1St-\4Q-EY- _..�- - > 2 T' 12 TB REF -_J -. = tll --0-- I fa I © -- _- } 2T:L_ J I IQ I IF 1' II I = ° u� 1 i IE w D I TUB/ FOLD DOWN GRAB BAR Phone:Vanco360 649ver, WA 98888 660 `1,.C>.1 I I MASTEF# „ — U, — M •HOW R 1 Q 0 i - IiiP N Lt -"‘"- --F-1- - - -I MASTER --�i� I owER (� J L ( ii„ ( 103 0 ( 0 003 to M BAT!)! V REMOVABLE DOOR - - I w� -1--BATH H I I �! I! 1 I KITCHEN I I Tr PANTR`( BATH ��I BATH I - - I = ITCHEN PANTR" " A$T `-_� g. I I`$" I I I r - s s -I"( �+ I I ( r i © N8E ~ - J i� i1 �r - - - -� I UILITY) I 2 I N E O GRAB BARS SHOWN DASHED(NOT IN CONTRACT)PROVIDE SHEET TITLE: MASTER! I0/ ~ II-1I I D-��►-r-__ I _ �J I I I I TB 24 TB / MASTER �,� - -- IL_ - - - - v - - -JI '9 I I k i E L-` 124 TB -i rBLOCKING IN WALL ONLY. \ CLOSET' 17 H © I I L- _ - - J _`�o o, - k •CLOSET o I -- I �- -- �-- APARTMENT I I ( L - _ J_.__J- .- _J- ,- - - I I I 8 INITAILLY INSTALL THE SHELF AND ROD 46"MAXIMUM ABOVE (- �_ { '' -_ J� i I I I I I 001 r I - r I 3'-1 1/4" THE FLOOR FOR ACCESSIBILITY. PROVIDE AN ADDITIONAL UNIT w z 3'-1 1/4" R S r — _ - — RY I I .— _ « �— — -j -�i R & S ENTRY 0 1/4" I LEDGERAT THE STANDARD MOUNTING HEIGHT. I ( I I ��_ _...8c -- --07,I - _ _ i i - -o al- 11. t� +I I C SET N ( ! I I ! I I I a o TU: : •• R I IL°i I CLOSET \I, , I I T 1 I �� I Dw °J I �i �,r i I �fi 1/4" I - - l=Dv� L - — co _ s\"-------_17111F— I I 0 SHELF BELOW PLANS 1 I - - o [ ___,_I- - _ -s,_ ®o I I_ - I. T - - J I I I 1 nm 5-1" L J 1'-6"f N ��_-�/ Q __ _ I -- I I- J ', L_ • L I— — —I Oo s'-4 " '� I I 1 V.C. SHELF I 1 V.C. SHELF ...--) I I I I o 1 _- - - - - - --i- /- L _ - - - J I I 410I CLOSET oo� / CLOSET 1 I 1 - - - -6 , c,I MASTER - - - -J - - MASTER 0 WALL TYPES BEDROOM I BEDROOM A SEE 1/8"PLANS FOR TYPICAL EXTERIOR&SHARED LIVING DINING ROOM TYPES. DINING ROOM UNIT WALL LIVING ROOM B TYPICAL INTERIOR LIVING UNIT WALL IS TYPE N4s LIVING ROOM A4A - _ BEDROOM 2 ( • BEDROOM 2 C TYPICAL BATHROOM WALL IS TYPE N S • F - - "-- 3'-3" 1'-11" D TYPICAL PARTY WALL IS TYPE I I I L - _ J I- - - - - -1 I 1 I--- - - - - -I I I I I I I I I © � _ _ _ - � © ___I � _ _ _ _ � © 4 LEGEND UNIT 5 1 1 1 1 I l ( _ 1 i I I I I I I I I f U) D a 1/2„ © j/2” SEE TYPICAL 1 8"FLOOR PLANS FOR WALL POCHE FOR Z 8'-0 1/2" I WALLS W/OPENING PROTECTION DRAM BY: DMIJAW STOR STOR I O EXHAUST FAN DATE ISSUED: 12/11/15 N. L_- _ _J 008 CONCRETE PATIO dos o SLOPEOCONCRETE PATIO I 1/4SLO/FT PE I 0 COMBINATION SMOKE/CARBON MONOXIDE DETECTOR U 0 \./ [ \/ d - ® RECESSED CEILING MOUNTED EXHAUST VENT a -iil M __���������� E SEE 2/A201 UNIT 1 TYPE A FOR TYPICAL ACCESSIBLE NOTES a IL-al SEE 3/A201 UNIT 1 TYPE B FOR TYPICAL ACCESSIBLE NOTES !u1 r r FIRE EXTINGUISHER 8 MEDICINE CABINET a -g- TOWEL RING E a Ei TOILET PAPER DISPENSER P i a T e 24"TOWEL BAR DIMENSIONS SHOWN ON THIS DRAWINGS MODIFY DIMENSIONS SHOWN ON THIS DRAWINGS MODIFY 24 TB v DIMENSIONS ON ADJACENT DRAWING ON THIS DIMENSIONS ON ADJACENT DRAWING ON THIS SHEET. THIS IS TO ADJUST CONFIGURATION OF SHEET. THIS IS TO ADJUST CONFIGURATION OF ELEMENTS FOR ADAPTABLE COMPLIANCE. SEE ELEMENTS FOR ADAPTABLE COMPLIANCE. SEE a ADJACNET DRAWINGS FOR ALL OTHER ADJACNET DRAWINGS FOR ALL OTHER a DIMENSIONS AND NOTES. DIMENSIONS AND NOTES. a E A2O5 D *� 2. UNIT 5 TYPE A DRAWING 1 THIS SHEET FOR MORE INFORMATION w7. UNIT 5 TYPE B DRAWING 1 THIS SHEET FOR MORE INFORMATION SHEET: N SCALE: 1/4"=1'-0" ICC/ANSI A117.1 -2003 SCALE: 1/4"=1'-0" ICC/ANSI A117.1-2003 1004.11.3.2 OPTION B LRSAmnitects,Inc.©2015 m - o E E o to . . _..............inF) ARCHITECTS GENERAL NOTES 720 NW DaVis 503,22'1,1121 ft Stiff*300 5032212077 f3 0 1, ALL PLAN WALLS SHOW FRAMING ONLY UON.NO FINISHES ARE DRAWN.ALL DIMENSIONS ARE TO FACE OF FRAMING UON OR Portland OR 97209 IMAtvit,Irsatchitects.coM N. - - - - - - -" - CENTER OF WINDOW OPENING,COLUMN,OR GRID.EXTERIOR r- -i * ;- i - DIMENSIONS ARE TO FACE OF FOUNDATION/FACE OF -I 112 T` LI iJ _ REF - �-- Q Q ---- - _� �!' 12 ° L_____)J FRAMING.DIMENSIONS INDICATED AS"CLEAR MINIMUM"ARE TO I FACE OF FINISH. � U TUB! MASTER II - :HOWER • �^y 003 B III 2. PROVIDE 36 ACCESSIBLE ROUTE THROUGHOUT EACH GROUND t [- BATH 0 KITCHEN ra Q FLOOR UNIT. 32"CLEAR AT DOORS,INCLUDING THE PATIO r4r,,, 3540 , 0� PANTRY UTILITY $ DOOR. DAMELC.PURGIEL MASTER Ili 24 TB 3. SEE Al SHEET FOR STANDARD FIXTURECH GROUND -14 teard ''� CLOSET CI N ` ------� REQUIREMENTS UON. • Reif _ 001 <p PORTLAND,OREGON ,.., -i— r___I__ ^ SHS' R I-- Li I _ aous ENTRY 4. SEE 1/8"PLANS&WINDOW SCHEDULE FOR SIZE&TYPE r QI ow1CLOSET " ' �►0 C!),„,.....____) _ - - J—— 1 —,.o—— 5. ALL DOOR OPENINGS PERPENDICULAR TO A WALL ARE 5 TO OF Q © � ---\:: THE WALL UON _") Q - 003 a co 003 .o0 6. DOTTED BOXES AND CIRCLES DESIGNATE ACCESSIBLE CLEAR FLOOR AREA SPACES FOR REFERENCE M �'o� /.- 7. SEE 1/8"PLANS FOR LOCATIONS OF WALLS WITH WOOD CONSULTANT: o - / SHEATHING FOR STRUCTURAL SHEAR. 8 CLOSET `v 8. SEE 1/8"PLANS FOR ACTUAL ROOM ORIENTATION. 9, SMOKE DETECTORS SHALL BE INTERCONNECTED.CONNECT MASTER o SMOKE DETECTORS TO THE PRIMARY POWER FROM THE BEDROOM BUILDING AND PROVIDE BATTERY BACK UP. 11'-2"x 16'-7" 10.ALL DRYER EXHAUST AND EXHAUST FANS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN SPECIFICATIONS. DINING ROOM LIVING ROOM VENT TO OUTSIDE AT EXTERIOR WALL,THROUGH ROOF AT TOP FLOOR,UNLESS NOTED OTHERWISE.VERIFY WITH BEDROOM 2 MECHANICAL DESIGN. 11'-7"x 11-2" 11. EXTERIOR WALLS AND PLUMBING WALLS TO BE 2x6 FRAMING UNLESS NOTED OTHERWISE.SEE STRUCTURAL FOR ADDITIONAL NOTES. 12.INTERIOR WALLS TO BE 2x4 FRAMING UNLESS NOTED I I OTHERWISE.SEE STRUCTURAL FOR ADDITIONAL NOTES. 013.PROVIDE SOLID WOOD BLOCKING FOR STAIR HANDRAILS Eampii= giosimmammi..�.....�: .�� AT ENDS AND CENTER(MAXIMUM 6'-0"O.C.) N. tra o 0 0 14.POINT OF DISCHARGE OF VENTS SHALL BE 3'-0"MIN.FROM _...-_- BUILDING OPENINGS. DECK STOR 008 ID Irfl or 46'-O 3/4" or .. PRELECT NUMBER -- .- 215079 Tigard Apartments I. UNIT 6 FLOOR PLAN 135th and Scholls Ferry, SCALE: 114"=1'0" Tigard, OR 6'-3 1/2" 8'-7" 11'-6 3/4" i, 2'-61/2" , 6'-9" f 9'-4" S 104.11.3.2 THIS BATHRO EXEMPT FROM ADAPTA 2-0 MINI / 18"MIN 18" MANEUVERING CLEARA LR CLR 0 AND FIXTURE CLEARAN filk 11 1 V.C.SHELF AND ROD _ 1)_ , - ` IT-i77..1 y --- --- -- p--� __ - OD• �12 — ■ REF I_- Q Q ————_ — s _ — :\ 2 i j-1 KEYNOTES r_ _ - - L 8 1. n---4 1 D10 Tub! O THROUGH WALL AC UNIT kr MASTER - - - - - - - HOWER tti I -�c -f r- m t4 °' BATH OW a 003 - BATH HOLLAND �I I w 1 I -1 0 CO 24"TOWEL BAR ,� 1-0" L - -- - Q co I z 1 ITCHEN- - FANTRY TILITY 1 0 �} 3 12"TOWEL BAR PARTNER MASTER L - - - ~i L- - - J - - - - 1 I zaTB GROUP CLOSET 1 1 - -1 -� - - ``wizN. 0 MEDICINE CABINET N. -- 1 _ A �- - �- - - - N.N & s o0092'-0" ` i 5 1111 Main St#500 " r \IENT'.Y\ FOLD DOWN GRAB BAR3.2 ___ 1 s O Phone: 360.649.7888 TUB/ • I DW 1 '-N CLOSET 1 I r I 6 REMOVABLE DOOR a - - _ � -- L--'�— _ \,!----j I 1 1 1 �"I 5'-1" I 1 O GRAB BARS SHOWN DASHED(NOT IN CONTRACT)PROVIDESHEETTITLE:- \\,,,103. 003 r / / L. J BLOCKING IN WALL ONLY. © or 3'-82'-51/4" 8 INITAILLY INSTALL THE SHELF AND ROD 46"MAXIMUM ABOVE APARTMENT ca+ or g ''r oo N THE FLOOR FOR ACCESSIBILITY. PROVIDE AN ADDITIONAL c) .... <<c--- UNIT LEDGER AT THE STANDARD MOUNTING HEIGHT. o - co N CLOSET "' 0 SHELF BELOW PLANS N. (79 MASTER o BEDROOM " 11'-2"x 16'-7" rn DINING ROOM LIVING ROOM BEDROOM 2 11-7"x 11'-2" - WALL TYPES A SEE 1/8"PLANS FOR TYPICAL EXTERIOR&SHARED LIVING UNIT WALL TYPES. N '1.. , I I I B TYPICAL INTERIOR LIVING UNIT WALL IS TYPE N4S M- t? oe 6'-0112" - C TYPICAL BATHROOM WALL IS TYPE NA4A S . CV ` � ■aiiiiiiimm 1111111111•1 D TYPICAL PARTY WALL IS TYPE4A �' 0 _ 0 ,° 5'-11 1/4" 4`-5" I 1 S DECKSTOR - i Lo 1 0 08 � i LEGEND U N IT 6 c. TYPICAL WALL: a SEE 1/8"FLOOR PLANS FOR WALL POCHE FOR b. WALLS W/OPENING PROTECTION DRAWNDM/JAW O " I- " 1 11 " 11'=71/2 9 O 3-0 10'-4 3/4" 12-0 1/2 DATE ISSI<lE[ 12/11/15 Q EXHAUST FAN { 46'-0 3/4" / 0 COMBINATION SMOKE/CARBON MONOXIDE DETECTOR a v o RECESSED CEILING MOUNTED EXHAUST VENT 0 FIRE EXTINGUISHER E SEE 3/A201 UNIT 1 TYPE B FOR TYPICAL ACCESSIBLE NOTES DIMENSIONS SHOWN ON THIS DRAWINGS MODIFY DIMENSIONS ON ADJACENT DRAWING ON THIS MEDICINE CABINET m SHEET. THIS IS TO ADJUST CONFIGURATION OF c ELEMENTS FOR ADAPTABLE COMPLIANCE. SEE -r TOWEL RING 1 ADJACENT DRAWINGS FOR ALL OTHER a DIMENSIONS AND NOTES. D TOILET PAPER DISPENSER so co B 9 24"TOWEL BAR n 24 TB 0 u, a co 3. UNIT 6 TYPE B 0 DRAWING 4 THIS SHEET FOR MORE INFORMATION a : SCALE: 1/4"=1'--0" ICC/ANSI A117.1 -2003 1004.11.3.2 OPTION B 1 E c.' m A206 0 SHEET: rm LRS Architects,Inc.@ 2015 m I m I - / 47'-11 1/4" Niumnimmom E3 Li © A R C H I T EC::S . — 1 • II I GENERAL NOTES 720 NW Davls 503221• 015, Suits 300 '1. x D 1. ALL PLAN WALLS SHOW FRAMING ONLY UON.NO FINISHES ARE .__ DRAWN.ALL DIMENSIONS ARE TO FACE OF FRAMING UON OR POR WWWJm h :i M � Portland CENTER OF WINDOW OPENING,COLUMN,OR GRID.EXTERIOR DIMENSIONS ARE TO FACE OF FOUNDATION/FACE OF - FRAMING.DIMENSIONS INDICATED AS"CLEAR MINIMUM"ARE TO 008 FACE OF FINISH. ,t1)At& 1 I I 2. PROVIDE 36"ACCESSIBLE ROUTE THROUGHOUT EACH GROUND FLOOR UNIT. 32"CLEAR AT DOORS,INCLUDING THE PATIO �Gj 3540 r,3� I i DOOR. ExlDANIEL C.PURGIEL 3. SEE Ai SHEET FOR STANDARD FIXTURE MOUNTINGmi ��',r�i '`-3 BEDROOM 3 LIVING ROOM REQUIREMENTS UON. • • 11'-0"x 11'-0" 12'-7"x 12'-3" t fs PORTLAND,OREGON „ ., 0 4. SEE 1/8"PLANS&WINDOW SCHEDULE FOR SIZE&TYPE 5. ALL DOOR OPENINGS PERPENDICULAR TO A WALL ARE 5"TOihil OF O�,V I 1 l THE WALL UON SEE SITE PLAN 6. DOTTED BOXES AND CIRCLES DESIGNATE ACCESSIBLE CLEAR BEDROOM 2 FOR LOCATION FLOOR AREA SPACES FOR REFERENCE 12'-0"x 11'-0" OF DECK 7. SEE 1/8"PLANS FOR LOCATIONS OF WALLS WITH WOOD CONSULTANT: "\ 003 o SHEATHING FOR STRUCTURAL SHEAR. DOOR AT DECK 00� LOCATION ONLY — --10B. SEE 1/8"PLANS FOR ACTUAL ROOM ORIENTATION. -" /� /93\N -- -CUTS-E1--- CLOSET 9. SMOKE DETECTORS SHALL BE INTERCONNECTED.CONNECT �/ SMOKE DETECTORS TO THE PRIMARY POWER FROM THE BUILDING AND PROVIDE BATTERY BACK UP. CLOSET 003 MASTER 10. ALL DRYER EXHAUST AND EXHAUST FANS SHALL BE \\ -•:-__:-- BEDROOM I 1 12'-8"x 11'-0" I I. INSTALLED PER MANUFACTURER'S WRITTEN SPECIFICATIONS. 015 VENT TO OUTSIDE AT EXTERIOR WALL,THROUGH ROOF AT TOP FLOOR,UNLESS NOTED OTHERWISE.VERIFY WITH 001 r 2,2•B j - I r MECHANICAL DESIGN. O �0 ��0 11.EXTERIOR WALLS AND PLUMBING WALLS TO BE 2x6 ENTRYp�� ! ! 7. Na 3FRAMING UNLESS NOTED OTHERWISE.SEE I C I I °w I I - - - - - - - -- _13 STRUCTURAL FOR ADDITIONAL NOTES. I --JJ I- - -I I - MASTER 12.INTERIOR WALLS TO BE 2x4 FRAMING UNLESS NOTED \.,,o I I y - -- - -� AN= 3 OTHERWISE.SEE STRUCTURAL FOR ADDITIONAL NOTES. rl _t_?! DINING ROOM KITCHEN .4 `Nu/ ( 13.PROVIDE SOLID WOOD BLOCKING FOR STAIR HANDRAILS 0 , 1 1 C.'B•TH TUBI+ ;1SHOWER MASTER AT ENDS AND CENTER(MAXIMUM 6'-0"O.C.) „ CLOSET 0 I 14.POINT OF DISCHARGE OF VENTS SHALL BE 3'-0"MIN.FROM ° 0 9 fl �-r 4 I I BUILDING OPENINGS. - -___) L SHO t:.:,- - -4 T: \ I REF ---- -}------}- 0 ---•--- ---• - — T i-- — t- ._— ——. _ 7 - PROJECT NUMBER -•.---- 215079 1. UNIT 7 FLOOR PLAN Tigard Apartments SCALE: 1/4"=1'-0" 135th and Scholls Ferry, Tigard, OR 47'-11 1/4" 47'-11 1/4" 12-3 1/2" 2'-6" 8'-9 1/2" 13'-51/4" 10,-11" 12'-31/2" 2-6" 8'-9 1/2" 13'-51/4" 10'-11" / / / / / / / / / / / / El L/ 6'-8 1/4" i 4 U D/ 6'-8 1/4" i I' 0 N. N. 1 1 r -sN. N N. I i i N N. 1 I- 015 015 1 KEY NOTES I a I ;� 4, V THROUGH WALL AC UNIT `) I 4'-0" 4'-O" 2 24"TOWEL BAR HOLLAND oos4 _ °° 008 4 / / _ PARTNER N, i.J 1 r M - I c 3 12"TOWEL BAR 6'-5" i - I I N 6'-5" i I f i 1- GROUP / 4c*) O MEDICINE CABINET © N N 1111 Main St#500 I- I I r `O. I 1 I L1 FOLD DOWN GRAB BAR Vancouver, WA 98660 LIVING ROOM Phone: 360.649/888 12'-7"x 12-3" BEDROOM 3 LIVING ROOM O REMOVABLE DOOR BEDROOM 311'-0"x 1''-0" 12'-7"x 12'-3" „ 11'-0"x "0" 2'-1„ 5'-6 1/4„ ` 2,1” j 5-6 !` 0 GRAB BARS SHOWN DASHED(NOT IN CONTRACT)PROVIDE SHEET TITLE: - -- / i , / 0 BLOCKING IN WALL ONLY. SEE SITE PLAN A PA R TMEN T _ _ __ _ 1 1 i N. I I FOR LOCATION 0 INITAILLY INSTALL THE SHELF AND ROD 46"MAXIMUM ABOVE U I- - I OF DECK THE FLOOR FOR ACCESSIBILITY. PROVIDE AN ADDITIONAL NIT "' 1 I `' LEDGER AT THE STANDARD MOUNTING HEIGHT. I SEE SITE PLAN / BEDROOM 2 r -I Ifil I I I FOR LOCATIONBEDROOM 2j�12'-0"x11'-0" I II I I OF DECK 12'-0"x 11'-0" / SHELF BELOW PLANS =Y v ,R DOOR AT DECK - - - _ 6 - ,\' G,/ 003DOOR AT DECK}QOOh �v I -I LOCATION ONLY - -I� a Oh c - - - Zor0 LOCATION ONLY '-- w (718 I I / 6'-3 3/8" T T �! NJ -- --emu- -4- cLOS>=T 1 ! I I N '* - I-- / w _=_ (4)\I _— _— r ! I I 1 '� =/\��� --CtB � CLOSET / ��\ ,.._ ILA 7'-1 1/2" 1 5'-7112" 6'-1 1/2" " 4'-1 7/8" 0 I I I I MASTER M _ m ` — 6'-1 1/2" 4'-13/=_-/ MASTER kt / _ CLOSET I �' o / L - - - - I 003 - J BEDROOM © '� M CLOSET oo� / " 003 BEDROOM IM.i'' ( I o `1-01/8 `1-0 1/4 ! 12-8'x 11-a ��'� -o, 12'-8"x 11'-0"• I I \ WALL TYPES 4'-7 718" "' - - `I 4'-7 7/8" - �- \ N.I— —I 001 �` — —— — — o�• j-_ - 1— —1 - 14'� "'� — — a�• j — 1 :- I I 001 / �, I I -I V �► A SEE 1/8"PLANS FOR TYPICAL EXTERIOR&SHARED LIVING 0 1 1 ! I I - z TB I o' I DW I —� a,.i /� I I I I , ' T' I O I DW I I am' UNIT WALL TYPES. I I Q - 8'-5 314" I I I I o ! 0 CO I I I I r- - ----Q -1 8'-5 3/4" I— - -! I a en •�� I o I I ENTRY I I l I N° ISI I I 1 ENTRY M e ,1- I I— — ! o No — — — IO B TYPICAL INTERIOR LIVING UNIT WALA4A PE NQS ! `D 1 - - - - I ! I I �-�- - I I ! e - - - - zo i I I / I 1, H --1 I - - - _1,, I_ J r I I / do r I / I I I I \ I I — --.,- I MASTER - - r - - 2'-0" -�_ - / L - ....._ _LI I l - I � MASTER - � C TYPICAL BATHROOM WALL IS TYPE N S ti r I - ^I T - - 0 TYPICAL PARTY WALL IS TYPE B4A / / I ! `� -1- t I L_L - -I- -1Q /I `l - - - 2'-0^ 0` ( I ! , ��`P -1- - '^ - - - - � Q t /- - / I I\ c":_w_ f 0 - -I 1 ? I F IC` 1 I s N. `' I' 1 " DINING ROOM I KITCH © �>�� —�� I'I I `', DINING ROOM I KI CH N I• - /` _,..4, _\• 1\ B` H LN TUB! �' 1 I MASTER I 1 LJ 0 II B` H N Tulp \ I MASTER 1_i I 1 \ I / I +g. III MOWER ; --L - - - - J I I CLOSET r X11 11 \ I I MOWER L \ If — —1 ( 1 I CLOSET I - - I I I V 0 " I I -�� 1 11 is.,_ rn4 1 I Tr { l. ,y�,_— --- SHO _ r ° I T 1 •-----1 L..._ ---- _._._. SHO'— -- - ------ M LEGEND UNIT 7 v ----- ----- I REF I Ht I I (WM T'� !---- REF - - - r - - - - - - N. r r. - - - r - _ - - - --- - ----- --- r TYPICAL WALL: p Z SEE 1/8"FLOOR PLANS FOR WALL POCHE FOR Q WALLS W/OPENING PROTECTION DRAWN BY: DM/JAW '✓ 9'-1" 8' 17'-7 1/4" 5-10" 7'-4" 9'-1" , 8'-1" �, 1T-71/4" 5'-10" , 71-4" 104.11.3.2 THIS BATHROOM EXEMPT FROM ADAPTABLE DATE ISSI�ED: 12/11/15 EXEMPT FROM ADAPTABLE O 0 CONTINUE 5/8"TYPE X GYP MANEUVERING CLEARANCES F EXHAUST FAN ,o BD BEHIND TUB AND TOILET AND FIXTURE CLEARANCES MANEUVERING CLEARANCES oAT PARTY WALL TO MAINTAIN ¢ FIRE RATING,TYPICAL AND FIXTURE CLEARANCES S COMBINATION SMOKE!CARBON MONOXIDE DETECTOR cs 0 a' SEE 3/A201 UNIT 1 TYPE B FOR TYPICAL ACCESSIBLE NOTES DIMENSIONS SHOWN ON THIS DRAWINGS MODIFY SEE 3/A201 UNIT 1 TYPE B FOR TYPICAL ACCESSIBLE NOTES DIMENSIONS SHOWN ON THIS DRAWINGS MODIFY (3 RECESSED CEILING MOUNTED EXHAUST VENT DIMENSIONS ON ADJACENT DRAWING ON THIS DIMENSIONS ON ADJACENT DRAWING ON THIS SHEET. THIS IS TO ADJUST CONFIGURATION OF SHEET. THIS IS TO ADJUST CONFIGURATION OF FIRE EXTINGUISHER g ELEMENTS FOR ADAPTABLE COMPLIANCE. SEE ELEMENTS FOR ADAPTABLE COMPLIANCE. SEE Q ADJACENT DRAWINGS FOR ALL OTHER ADJACENT DRAWINGS FOR ALL OTHER MEDICINE CABINET DIMENSIONS AND NOTES. DIMENSIONS AND NOTES. 2 -s• TOWEL RING E m .2 0 TOILET PAPER DISPENSER R 03 I- a 9 24"TOWEL BAR o 5 2,, UNIT 7 TYPE A DRAWING 4 THIS SHEET FOR MORE INFORMATION 3. UNIT 7 TYPE 6 DRAWING 4 THIS SHEET FOR MORE INFORMATION 24 TB SCALE: 1/4"=1'-0" ICC/ANSI A117.1-2003 SCALE: 1/4"=1'-0" ICC/ANSI A117.1 -2003 1004.11.3.2 OPTION B co 0 0 0- 0:Q m E cP m A2O7 SHEET: E ca Q.) LRS Architects,Inc.©2015 m c 0 E a0 v w A B o [ a 0 0 , . 183,_1" f # 91'-6 1/2" / 91'-6 1/2" / 3T-7114" 8'-0" 45'-11 1/4" 45'-1.1 1/4" / 8'-0" 37'-7 1/4" I ( ( I I 1 ( riFzi GENERAL NO TES '""'—' .. A ALL PLAN WALLS SHOW FRAMING ONLY UON.NO FINISHES ARE ARCHITECTS DRAWN.ALL DIMENSIONS ARE TO FACE OF FRAMING UON OR TSA NW ,11 21 M CENTER OF WINDOW OPENING,COLUMN,OR GRID.EXTERIOR 18 2 DIMENSIONS ARE TO FACE OF FOUNDATION/FACE OF FRAMING. Suite MO 50322/2W7 I I I VP ROOF •501 I I I DIMENSIONS INDICATED AS"CLEAR MINIMUM"ARE TO FACE OF DS BELOW DS FINISH. PortlandOR ` VM.�ii m ill - - - - - DS p - p .- - - - - - - - - O - ID - DS - - - - - B OPENINGS PERPENDICULAR TO A WALL ARE 5 TO . ■ .ate■ THE WALL UON R .__-._ w___.... _.W_._.-_.. 19 TYP i` UP —�' �I— —I "� �� . "'_..... ..... 407 C ALL WINDOWS ARETYPE< ' �UON. , jU AR L.. 1 �� I I J � N D SEE A0i SHEET FOR STANDARD FIXTURE MOUNTING HEIGHTS 111111 _ _ ..... ._________„. .._''''' _____''''______.. _._ . I i ��NM .._.._ DS DS I DS .DS -- -- .. :. j �� _ - AND REQUIREMENTS UON. QANIELC PURGIEL illil '1121 1 �}S Dy-g S, t=1 us mil . 1) -� 1 °DS D$, E SEE SITE PLAN FOR BUILDING ORIENTATION 4 1ee� waif I ip� 4 1 F BULLNOSE ALL GYPSUM BOARD CORNERS (ill_ PORTLAND.OREGON .y UNIT 4 ■■ UNIT 5 UNIT 5 IiMIN I UNIT 4G SEE UNIT PLANS FOR INTERIOR WALL DIMENSIONS _ �= B4A < 1iDN1 = - H LIVING UNIT WALLS:BULLNOSE CORNERS.SQUARED CORNERS ESAS BASEBOARD I -. --*'' r _ IPr �, I L0 N 4 1 ik i � *, T - CONSULTANT: DS° ' I -- ' I r - - -- - I °DS I T I- T I - __1 I- I I 11 AL I I- I I -I L;,I nl I AI I rh3-- IX 0 ^ I I"I I^ I,..: KEY NOTES O - - 11- , 1 I I 1 I ICr B6A . / I � _ - - 1- 1 S 1 I � �1�-, Ii- -� I 1 '671 6T _ 1 FIRE EXTINGUISHER CABINET.SEE 10/A406 il _��J 1S ;1- - 4 � -,�► I 1 I I I I - - „„" r 0 ,p a TW_ALG) p t I ® � ©0 _ ILIIIIJ L _ , Y:). ,Iei,Z N O2 20"x 30"ATTIC ACCESS PANEL.COORDINATE LOCATION AND - _ AIM- . - i - - I - U, ORIENTATION WITH STRUCTURAL FRAMING /moi .i > I-- h1. a j — © �— - ' Lr�i- _ j i I 1iiii__.,,„,i0drii.r...., . ,,,e1 ti EN I I0 ! _, .1, `_ :�, 1 �3 LINE OF STONE VENEER 0 'I ryJ � 11— -II ( I ■, ( -fir rsT I." •50C _ ._._ - II- i I I ~ 1 I 44 I � i - - 1 . i v iv' le . -Nov I 1 II iv v i Ds° iii L I I 1LL 1 $ ip!I ` L -I = _ IIII _ _LL 1 Ii 503 LV( I0,_ i) a, 1 �--- °DS j___t 4 \.- Ji 1 '-' --) ,,,,....__ r-8 141111r11 _ I _ . �� NIT 1�. T-2 UNIT 1' UNIT a,.;;, UNIT4 I _ N 1 ■■ �� I ^ WALL TYPES II , .. I 190 A EXTERIOR WALLS: !� i m 1 503 t ' �'�f II__ EXTERIOR WALL TYPES VARY.SEE EXTERIOR ELEVATIONS I �� II ���� �,� �� w "IDS t AND WALL SECTIONS FOR LOCATIONS.UON, `QS DS''' MI I♦ 111111111111 D ■■ �— Il� 1 .__,.._, .._._._' �- — — — N. -TYPICAL WALL W/SIDING SYSTEM IS TYPE 167 iiirrimi1E 17 vil �_ 1 �� -TYPICAL WALL W/SIMULATED STONE SYSTEM IS •403 TYP NM �� III IM 1 All �� o TYPE Z 6 T I UP ::::::::.:::.: 18 UP rn 1 E I :-.:..:.._ , . -:: .. _`__-.:.: all :.- 1 -TYPICAL WALL W/ASHLAR LAYOUT ■ _.... _-. _ •0 • • • . • P CONCRETE MASONRY UNIT IS TYPE Mr DS DS �SEllICI DS - DS -TYPICAL GARAGE WALL(STYPE PACT�13E 215079 9 18 16 0 B INTERIOR WALLS: 502 •502 504 502 r Tigard A partm en fs I s' / I I r I -TYPICAL INTERIOR WALL IS TYPE A4S . -TYPICAL CORRIDOR WALL IS TYPE B 6 S -TYPICAL SHARED UNIT WALL IS TYPE Cos . 135th and Scholls Ferry, (-1 HR RATED AT BEARING,NONRATED AT NONBEARING) Tigard, OR C WALLS WITH WOOD SHEATHING: 1. BUILDING TYPE Al - SECOND FLOOR PLAN -FOR STRUCTURAL SHEAR.LOCATE WOOD SCALE: 1/8"=1'-0" SHEATHING ON SIDE OF WALL WITH SAWTOOTH LINE AS INDICATED.SEE STRUCTURAL DRAWINGS FOR SIZE lb �E� AND NAILING SCHEDULE. I 0 B D -ALL EXTERIOR WALLS W/WOOD SHEATHING FOR / 183'-1° # STRUCTURAL SHEAR ARE WALL TYPE 167 UON. 91'-61/2" 91'-61/2" / 1 I E 3T-71/4" ` 8'-0" 45'-11 1/4" A 45'-11 1/4" 8'-0" 37'-7 1/4" -ALL INTERIOR LIVING UNIT WALLS W/WOOD / SHEATHING FOR STRUCTURAL SHEAR ARE WALL _. I I I I I I TYPE C6A UON. 1 I S HORIZONTAL ASSEMBLIES HOLLAND 18 2 A SEE WALL SECTIONS AND CODE ANALYSIS DRAWINGS FOR PARTNER I 1 I •314 6 I •5d1 I I I TYPE,ALL WITH FIRE RESISTANCE OPENING PROTECTION BY GROUP SHAFTS,DS '407 4.0 DS PENETRATIONS.BLIES,BY EXCEPTION FOR DUCTS AND 1111 Main St#500 410 - - - - o - DS -ei - .- - - - - f / - - - -D - - ,DS - ', - - - - Vancouver, WA 98660 ■ �EQQ� ■ 19 Phone: 360.649.7888 FIRE TYP (Il UP —.� SPRINKLER c VEVAUP 407 0I ii iROOM i I . 0 .,a i I °' LEGEND SHEET TITLE' 0 1�` 3 — _ ...= 1-HOUR FIRE BARRIER,FIRE PARTITION,OR SMOKE(kliIii— � � DS° DS DS oDS ���� -�ii1 III CIO - - - , ,I= �. ■,��_ I .I �I _�.� .��■ �� Iti(... r-,..-- ..._ - - - e BARRIER WALL:OR COMBINATION OF(WHERE OCCURS) BUILDING S DS, 1• M■ °DS - CONFORMING TO THE MOST STRINGENT REQUIREMENTS OF EACH.SEE CODE ANALYSIS PLANS FOR SPECIFIC NAMES 7 �'■ I C: I OF IBC WALL DESIGNATIONS.ALL WITH FIRE RESISTIVE OPENING PROTECTION AT DOORS,WINDOWS,DUCTS(WITH FLOOR PLANS _ LIUNIT 4 UNIT 5 UNIT 5 Nim 4 I EXCEPTIONS),PENETRATIONS,AND PROTECTION AT 0 _ �■ JOINTS.SEE WALL TYPES,DOOR AND WINDOW SCHEDULES, - ADAPTABLE 1 ADAPTABLE ADAPTABLE :: ADAPTABLE MECHANICAL DRAWINGS,PENETRATION DETAILS,AND 4 t B4A �. JOINT DETAILS WHERE APPLICABLE. T PE B — TYPE B I 1 S TYPE B - N' TYPE B II 1-HOUR FIRE RESISTIVE WALL:WITH NO OPENING - T i Oil � PROTECTION REQUIRED AT DOORS,WINDOWS,DUCTS, L- - L.. 1 1 _ _ _ _ N PENETRATIONS,AND JOINTS UON.SEE WALL TYPES. A , SEE A101 FOR DS 1. - I -ilk - ° T 7 ^ "II II I 10.,,,,,r, T ° A -� °DS ACTUAL ELECTRICAL NONRATED WALL:AT NON-BEARING INTERIOR WALLS WITH 1 IL O ,• -•-r M AME Olir I 1 A. - METER LOCATION ON NO OPENING PROTECTION REQUIRED AT DOORS, -- IC) 'I wIIPill �� — - EA.BUILDING WINDOWS,DUCTS, PENETRATIONS,AND JOINTS UON.SEE I IB6A 11 - '-�". WALL TYPES. SEE STRUCT. l'etij I- �1 I . 1 i I 1 1 S i�'1 20 0 � U� (- � I • -- _ 11 1 _ i�I S �� —— 1 x ■ ittiiiiCI _ ._ I f- o-�--I I -- &---- JIB,-. 0 0 _ .p.§ 0 _ MOM r� E 01 �, '77-i urn r = =moi . , "{ Ms E — — I — -� ,' I I © Ili ► ' it ■ cud gii-- - --�°° -o U I IC ,' MM.° att-4°' j'- _ , { � 0 .,I o T Ili I ow I" 501 ...i A314 C' _ - - I . _ A - r _- (z) , DS., 111111°'4111114- 47-7 i prit - -, LL. PF 413 If _ ___ 1 1111 aim 5d3 'mrliill °DS BLDG iii, tot „.. ""Int, TYPE Al __... ,J. r_ 4 '\----1 ir - UNIT4 UNIT5 UNIT5 _ ..(I,1 UNIT4 I lirN I ..■I E ADAPTABLE .� ADAPTABLE ADAPTABLE ,.,■I ADAPTABLE ,,, -- TYPE B C TYPE B TYPE B - NEN ' TWE B DATE ISSUEM 12/11/15 -- I 19 MINI 503 =ma.. EN 1 S DS' " °DS DS° . _ IL_ II. ■�_ I _ _ ..1 gik k� DS' DS DS 'DS ', �I ��"'' w •403 TYPII"IW4 1541111 21UP 18 I U" LI o, I 0 - - - - DP - - — - - - - - — — - al D - - OS - - - - -CI r N. DS r, IP DS 19 18 4 16 20 '502 r '502 r A50', '502 1 OK 9' `r I I I I I I 2. BUILDING TYPE Al - FIRST FLOOR ADAPTABLE UNITS SHEET: A 3 I' i SCALE: 1/8"=V-0" LRS Architects,Inc.©2015 - 1 - _ --- 3 i 4 GENERAL NOTESB�'"""' A ALL PLAN WALLS SHOW FRAMING ONLY UON.NO FINISHES ARE ARCH I T E T S S DRAWN.ALL DIMENSIONS ARE TO FACE OF FRAMING UON OR 720 NWS 221, 1121 M CENTER OF WINDOW OPENING,COLUMN,OR GRID.EXTERIOR DIMENSIONS ARE TO FACE OF FOUNDATION/FACE OF FRAMING. &tits 300 503221.2077 D DIMENSIONS INDICATED AS"CLEAR MINIMUM"ARE TO FACE OF • FINISH. Portland OR 97289 VANWItsamtlitecIsxm B ALL DOOR OPENINGS PERPENDICULAR TO A WALL ARE 5"TO THE WALL UON. • C ALL WINDOWS ARE TYPE OUON. '(iL ,D 'C I D SEE AOi SHEET FOR STANDARD FIXTURE MOUNTING HEIGHTS S AND REQUIREMENTS UON. ExI3540 DANIEL G.PIfRGlEL E SEE SITE PLAN FOR BUILDING ORIENTATION 10e)s '"' • F BULLNOSE ALL GYPSUM BOARD CORNERS (A PORTLAND,OREGON ,� A G SEE UNIT PLANS FOR INTERIOR WALL DIMENSIONS . C OF 00 c...§::) H LIVING UNIT WALLS:BULLNOSE CORNERS.SQUARED CORNERS AS BASEBOARD CONSULTANT: KEY NOTES 0 FIRE EXTINGUISHER CABINET.SEE 10/A406 Q 20"x 30"ATTIC ACCESS PANEL.COORDINATE LOCATION AND ORIENTATION WITH STRUCTURAL FRAMING i 30 LINE OF STONE VENEER I I WALL TYPES A EXTERIOR WALLS: EXTERIOR WALL TYPES VARY.SEE EXTERIOR ELEVATIONS AND WALL SECTIONS FOR LOCATIONS.UON, i -TYPICAL WALL W/SIDING SYSTEM IS TYPE �6E -TYPICAL WALL W/SIMULATED STONE SYSTEM IS TYPE 26r . 1IE -TYPICAL WALL W/ASHLAR LAYOUT CONCRETE MASONRY UNIT IS TYPE 3 6E . -TYPICAL GARAGE WALL IS TYPE 60 PROJECT NUMBER 215079 B INTERIOR WALLS: -TYPICAL INTERIOR WALL IS TYPE A.4s - Tigard Apartments -TYPICAL CORRIDOR WALL IS TYPE B 6S -TYPICAL SHARED UNIT WALL IS TYPE C4A . 1 i S 135th and Seho//s Ferry, (*1 HR RATED AT BEARING,NONRATED AT NONBEARING) Tigard, OR C WALLS WITH WOOD SHEATHING: -FOR STRUCTURAL SHEAR.LOCATE WOOD SHEATHING ON SIDE OF WALL WITH SAWTOOTH LINE AS A BCO 0 0 CO INDICATED.SEE STRUCTURAL DRAWINGS FOR SIZE AND NAILING SCHEDULE. / / / -ALL EXTERIOR WALLS W/WOOD SHEATHING FOR 91'-61/2" # 91'"61/2" f STRUCTURAL SHEAR ARE WALL TYPE I 6T UON. 37'-71/4" # 8'-O" / 45'-11 1/4" / 45'-11 1/4" f 8'-O" / 37'-7 1/4" / 1 1 E -ALL INTERIOR LIVING UNIT WALLS W/WOOD I ( I I I I SHEATHING FOR STRUCTURAL SHEAR ARE WALL TYPE Cha UON. - 1 S HORIZONTAL ASSEMBLIES HOLLAND 18 PARTNER I I ( Vir0 ( 501 I I I A SEE WALL SECTIONS AND CODE ANALYSIS DRAWINGS FOR TYPE,ALL WITH FIRE RESISTANCE OPENING PROTECTION BY GROUP - - - - -r--------- -- DS, - DSS• - •- - ________.1. - - _ - - - - 0 _ nDS - .DS - SHAFTS,ASSEMBLIES,BY EXCEPTION FOR DUCTS AND ■ • r �� '1p PENETRATIONS. 1111 Main St#500 IiiI---- TYP Phone: 360.649/888 li 1 UP _ fI UP 407 J j_I ii mm1, ILEGEND_ _ _ — :. ._-. �� EETTITLEDSoDS0 - �" real )HIT = SODS + -------........•= r�.� =I 1....m.r= I - - N. _ .■1 1-HOUR FIRE BARRIER,FIRE PARTITION,OR SMOKE 1 pS DS' \ �_ �M / / == _� ,. DS i D? BARRIER WALL:OR COMBINATION OF(WHERE OCCURS) BUILDING i , / <\,, \ l m / / \ \ /allIl M / CONFORMING TO THE MOST STRINGENT REQUIREMENTS I r\ \ + I OF EACH.SEE CODE ANALYSIS PLANS FOR SPECIFIC NAMES 7 I ` / I \ \ \ , ��I� / / I \ \ 111==I / ( \ ( OF IBC WALL DESIGNATIONS.ALL WITH FIRE RESISTIVE . N IN .f- U N IT 5 UNIT 5 -- N IT 4 / / ( OPENING PROTECTION AT DOORS,WINDOWS,DUCTS(WITH \ / 1 I \ \ -- ak I \ / I \ EXCEPTIONS),PENETRATIONS,AND PROTECTION AT FLOOR PLANS \ \ -- / \� -- / / I JOINTS.SEE WALL TYPES,DOOR AND WINDOW SCHEDULES, \ • u s I _ _- / / I AI - MECHANICAL DRAWINGS,PENETRATION DETAILS,AND II ,....t, _ } ! I g JOINT DETAILS WHERE APPLICABLE. / \ \i DNDN 1 / \ l� I�� \ ( _ / lialith I1-HOUR FIRE RESISTIVE WALL:WITH NO OPENING I k �. n n '�" PROTECTION REQUIRED AT DOORS,WINDOWS,DUCTS, - , u _ _ — _ _ - _ - I - ( PENETRATIONS,AND JOINTS UON.SEE WALL TYPES. IIS$• ! j T - I _" f T �, _ iimirsii L `F____ MA —I rr III (� dm ( a h143 ( r-- jiIII -�, >- 1L I 1,.. i I �✓ "`" " `.. # O ' i_.,� NONRATED WALL:ATNON-BEARING INTERIOR WALLS WITH 1� - I e III \ / 1 _ \ / 111 ' ` I -- II NO OPENING PROTECTION REQUIRED AT DOORS, ,; —IIF I I -� yf 14° ( ( ( ( A1 S �/ -I I ,1.4 (_" yWWDOWS,DUCTS,PENETRATIONS,AND JOINTS UON.SEE II \ I l�I�f II_ - I I I I 11 _I I �� / (I 20 WALL TYPES. SEE STRUCT. 1\ •,1, I I _ w111 1 s >, ® CO — .�• f ( I I I I ® � _ _ UM ! ® r — is � I I III.. �( - : 0 _ a 1411.Ci) I !1 O 1 I —it MINNII111111111111111111 °t SIN __._-N° : a -+ ti — ! 0 ! 0 I _ ® eI i �I �[� ! © 1 I X 11111111111111.11E �r \ p 1r. •20 II :; _ :I 1.1 ...] II I I Ili 1 � , -I) Niii I� ,, I '50O I I— --I /\ I. 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BUILDING TYPE A1 = THIRD FLOOR PLAN SHEET: n SCALE: 1/8"=V-0"=0" LRS Architects,Inc.@ 2015 -� oi m `s GENERAL NO TES LnS A VERIFY ROOF DRAIN LOCATIONS WITH STRUCTURAL AND MECHANICAL. • B DOWNSPOUT LOCATIONS ARE SUGGESTIONS ONLY. ARCHITECTS COORDINATE FINAL LOCATIONS AND SIZES PER PLUMBING DESIGN BUILD CONTRACTOR. 72D NW Davis 501221.1121 C SEE DETAIL 15/A402 FOR VENT STACK PIPING ROOF Suite 300 503 221.2077 D PENETRATIONS Pertand OR 97209 vihvw.irsarchitacts.corn KEY NOTES `�� O BUILDING LINE BELOW '�� 3540 O2 DOWNSPOUT&GUTTER DANIEL C.PURGIEL o RIDGE VENT. SEE 1/A406 aid1/ 1 *.— PLYWOOD PLYWOOD CRICKET,SLOPE B"TO DRAIN MINIMUM. " • U {f} PORTLAND,OREGON , LINE OF DECK BELOW ��c`� 80F 00 CONSULTANT: LEGEND ASPHALT SHINGLE SYSTEM(6 IN 12 SLOPE TYP VON) OVERBUILT CRICKET 2X6 @ 16"OC W/WOOD SHEATHING (--A- B CO D :IIEI' J tilO j 7/f FOOT AT ASPHALTS SHINGLE ROOF PE UON AT BUR, 3" PER I . • •• • WATERPROOF COMPOSITE UNDERLAYMENT _ / TYPICAL ROOF INFORMATION - uj z 1 M I I re I I SDS DOWNSPOUT re 5 GUTTER W/CONTINUOUS EAVE VENT BEHIND. SEE 4/A406 CONTINUOUS ROOF TO WALL VENT S _ o I I RIDGE VENT I r 5 DS •I: . Ds 5 I ill - - •- - - - - - _ — — j STAIR P 9 STAIR ..i . _ 1 '.cr 21-0'' 2'-0- • I I I I Ds N 1 I I I _ _ I I — — : _ 2 0lt, I 1 I 0 mum � - - ti%� , . p ATTIC VENTILATION GALCS .po �0 • 2 0 ;y�� o • I • c< ��Q ``� I .p% a QQ`c�' a. PROJECT NUMBER 215079 1 I T oPti` o -} G�. o ,Z� 1 A1DG TYPE L i LL UN UNIT 5 UNIT 5 ' c.".. 4C. 6:1 . O 1- 6:12 O o 12,454 sf total compartment area Tigard Apartments / u, u� SLOPE J G� 5LOF1 6:12 6:1P �o�, w ' O r/ . . ` OPE SL�►P `O�� \ ��Q p ��'� 41.51 sf 11300 area I 1 I ("721- ... o I l \Q� 1 50°�high required 135th and Scholls Ferry, pet j LG N 2,988.96 sq.in ventilation a Tigard OR � : N O I" �� ,` 2,988.96 sq.in 50%low required ventilation • I I 0 0 I I ,.."I..11-0x SLOPE 0,o. BLDG TYPE 7' 411 _ .. __ . . ..., . .. 30'-0" Ok MIRROR LINE 13,276 sf total compartment area 3 2 . `I 44.25 sf 1/300 area q• ventilation I ... " . " " :�".` •::J."."� I .I 'O 3,186.24 s m 50%high requiredIrt. PROVIDE KICKOUT FLASHING I �� 3,186.24 sq.in 50%low required ventilation . " • ff AT TOWER ROOF TO WALL I— TRANSITIONS,TYP. — — — __- — — — • • „ - • -SEE DETAIL - YI \ • _ \i/ ' _ BLDG TYPE HOLLAND - I \` UNIT I UNIT 5 ; " .. • UNIT 5 I ,.r 4 I 1 A3 PARTNER J • • 10,382 sf total compartment area GROUP 1111 Main 5t#500 34.61 sf 1/300 area Vancouver, WA 98660 50%high required Phone: 360.649.7 888 , / - .. 2,491.68 sq.in ventilation ® I :. I ® 2,491.68 sq.in 50%low required ventilation I — — — �. — SHEET TITLE: 4 tt I I 1 : : : 1� = I L1 I BUILDING 7 1 I I I BLDG TYPE : iv - �- _ A4 ROOF PLAN I I 1 I I I 11,448 sf total compartment area t STAIR 1----� — — • - - - -. s0millSTAIR ® © . - - t - , - - - i ._ 38.16 sf 1/300 area 50%high required 2,747.52 sq.in ventilation I 2,747.52 sq.in 50%low required ventilation IBLDG TYPE A5 11,604 sf total compartment area 38.68 sf 1/300 area 50%high required 2,784.96 sq.in ventilation 2,784.96 sq.in 50%low required ventilation BLDG . . TYPE Al 111 Z . t3R.iifNl t3Y: ---- oco . ., LATE ISSUED: 12/11/15 0 rn 0 0 U 04 • d' 9 fl o -g . .. _ ITL:=D — i _ m in I i I I m c I I ro a 1,. _ ci:=33 =rn H m 0 0 N 9. BUILDING TYPE Al - ROOF PLAN KEY PLAN aCB _ SCALE: 1/8"=1"-O” SCALE: NO SCALE E A 313 U N SHEET: E LRS Architects,inc.©2015 w m 6 0 E m v LTSGENERAL NOTES A PAINT ALL NON-NOTED MISCELLANEOUS ITEMS TO MATCH ARCHITECTS • ADJACENT REFERENCED FINISH COLOR UON. B SEE WALL SECTIONS FOR PARTIAL ELEVATIONS NOT SHOWN. 720 NW Davis 503221.1121 Sufte 300 51 221,2077 111 C SEE DOOR AND WINDOW SCHEDULES AND ELEVATIONS FOR vV1N�N I ADDITIONAL INFORMATION. Portland OR 97209 tsalthitectstotn D WINDOWS TO ALIGN VERTICALLY,TYPICAL UON. A A B D E ' E le 110 ❑ C 0 3540 UNIT 4 UNIT 5 UNIT 5 UNIT 4 DANIEL C.PURG!EL tn UNIT 4 UNIT 5 UNIT 5 UNIT4 UNIT 4 / UNITS / UNIT 5 UNIT 4 ,,, I (!) PORTLAND,OREGON 2 19 18 16 20 ")1) 'CNS •501 .502 502 02 t OF OXLcS WOOD BRACKET 5 I , ,.; :..L .4 €..Lii,,.U._. . I€ .i_i: :i.,,: :LA1 ;. , I :J I L.i.: '.Ll' =:€.1.1., i A406 .lm ' .` is l ., �fl .. : . I ! i 1. ..;. . y��.. ._ . . _ �. ... .� • .v .. ..t. . . .' ., .1:.., .: .._,..,..... . . .. r ...� ..Y. 1 €I�...0 . ..; .. ..; -,`?.. .. wl €:vel._. . 1 COMPOSITION SHINGLE 3 9 !2 .J. .: : �, L I :: I L .L.: I : :.4 :: _ ;. ' :; I ,L � :. I� i tr' 'u i 'I! iL : t€ :: :: € { : :: 1 : s ; ; ,: ; 1; :.. :: 1 ROOFING, € `•''T' : ! �#:: € � � I f, 11TYP (: ! I I �., -� . .��,_.��. _�- .u_-��: ° _ Tu :.:. �:< ..�.. ...� �.' .�. ..�.. � �� ...... . 3- 112 I, I: I >a :t 1. �• 1 w� �—.. •' Y .i,a ��?`. .La-�,�•. �.I.>�� Y,��� �� �.� � �.� �: I.U! �J. .gip .. ..�J;� �`��...�.,� ❑ ,- CONSULTANT: �i � s : is € I f , E ' t i I t : ( EI I I pp .,„„i.T,,,.....,.., u �..'� .� .. ...I µ.w �. ❑E 1.�•.. �.�.� �.�. ��.. ` ,�AUL! 11xl '�_�. >.. h �1u:� : '�. .1�.___I :L`�.I� �. . � ��.' ...� �� I� .�.! E �. 1.-----Til.--:411---,T. ,. f. .. r :. r .• f: Y.. .. : .. t. ... 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TOP OF SLAB rf..:...:v..>..,, K..,....,y.::.A,.. .k:_•:,x: -, ..-:x- ... ,i,..x.i..l tom.___• ■ ,... ...._ .� - � .�.:: _ • . ._ : : ,�: -E��� ..........._.._�m� I'• ....._.._...... .-_............_..._........_..__.....�r.�.:�'.,....... �--�� -'-- .._..m FIBER CEMENT LAP SIDING(5"REVEAL) DS OS DS DS DS DS DS .n-:. �_ , I .. _ EXHAUST VENT, TYP DS DS DS IS DS DS DS CEDAR SHINGLE SIDING SEE DETAIL 61A403 FOR SEE DETAIL 201A402 �'" SPRINKLER CLOSET WHERE OCCURS, '"" • MOUNTING BLOCKS AT SEE FLOOR PLANS FOR LOCATION EXHAUST VENTS TO BE 3-0" LIGHTING WHERE OCCURS MIN CLEARANCE FROM SIMULATED STONE OPERABLE WINDOWS,TYP COMPOSITION ROOFING PROJECT NUMBER 215079 TM Tigard Apartments 135th and Scholls Ferry, • 18. TYPICAL SIDE ELEVA TION Tigard, OR • SCALE: 1/8"•=1'-0" Irt HOLLAND PARTNER 4 GROUP 4 0 0 0 0 0 40 0 C) 1111 Main St#500 UNIT 4 UNIT 4 Vancouver, WA 98660 UNIT 4 UNIT 4 Phone: 360.649.7888 UNIT 4 UNIT 4 , UNIT4 - -- UNIT 4 / UNIT 4 UNIT 4 I -, UNIT4 I.UNIT 4 I I SHEET TITLE: .503 > 101 EXTERIOR ELEVATIONS 3-101/2" 3'-10 112" ' 1 COMPOSITION SHINGLE II:-.:-1;1'11,1' ■ - • . ROOFING,TYP I S fI EE iI ► 'E-1 !i i i F 1 !Lill igada•--fi Ee i la ‘ - : . :: :' :44i4r147414,1%,' CONTINUOUS META ililuqi _ AND DOWNSPOUTS L€.: � 1...II�1€ �! 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( HORIZONTAL LAP SIDING,TYP TOP OF PLYWOOD - - — - it — - _.......... - .._......,... — - .,_- t 0 1 -_D _CS ii . _. �j- 111114 -Ailp.- N _ _ , 514x4 CORNER TRIM,TYP I o Ti11 DOWNSPOUT o - _ - a © + - _-- __ IIS 11111111IIIII -IT- _ �-411 --::: BLDG ; I TOP OF PLYWOOD TOP OF PLYWOOD —..- _ ._ . ...,.,._,...,...,.,.,...,.,❑max-...: n ■ ■ �. a i _ __ a:. . - 5 HORIZONTAL LAP SIDING, P TYPE Al Ia 400 0 00 241: 4) T �> T o weaki x.... - i .a ,.. I SIMULATED STONE VENEER - f .r DRAWN.EiY: 00 O-' F T= 1 - -. 1i ,,- 1... : a i i + TOP OF SLAB E r r -• - ........_:-} .:~ r _ w..,l TE PSSt1ED; 12!11!15 .1:::-.':.1 TOP OF SLAB - __ _.............. _ z. :x':P-l-- . , ,• .; •- ..ice,:: F -111-. <:: N. 1 DS DS r DS ` DS DS DS EXHAUST VENT,TYP SEE DETAIL 20/A402 20. TYPICAL END ELEVATION SCALE: 1/8"=1'-0" • SHEET: A314 LRS Architects,Inc.©2015 A B) O 0-2,-) 0 0 0 1— r—S I I I � ` TYHCALNO E ARCHITECTS ( ) 3 NW Davis fltfl2'1 GENERAL NOTES %lite 300 503 221.2077 121 Portland OR 07200 www.Irs1lt:om I II I 1 I A CEILING FIXTURES ARE SHOWN FOR REFERNCE ONLY FOR COORDINATION WITH CEILING FINISH SYSTEM.SEE �� 1 / —� ry ' /pi,„;,: ---_ _- .—.-=•...-=:.•=. - I - ' � � MECHANICAL DESIGN BUILD, ELECTRICAL DESIGN BUILD AND O ; r����-_�7r ,. ,� / rapramArArayArforrApapv�, � dam ..._ ��► ��,-N/ - - SPRINKLER DESIGN BUILD DRAWINGS FOR ALL CEILING II I 7...=__,,.:.......=, , r �� II ,�' "'I FIXTURES&TYPES. V �a Nr �� � , I II B RECESSED LIGHTING TO BE ELECTRICAL DESIGN BUILD. SEAL 3540 il 1 I I AROUND ALL RECESSED LUMINAIRES INSTALLED IN THE 1tELGt�...� I / `f II 1 , 111 � I I BUILDING THERMAL ENVELOPE. ALL RECESSED LUMINAIRES �I / I / All�IA ,1,I / > ! � �I I f , j �®1 ARE TO BE IC-RATED AND LABELED AS MEETING ASTM E 283. • ( G�/i.> .'� IAA © - - - 1 �+-� ���+• ���•��� ���•��� �, + + + ��+ r,,�•• �•: ®i - ALL RECESSED LUMINAIRES ARE SEALED IWTH A GASKET OR I Elf VA P2 I DE I 1 rffAi TrAA r ICAULK BETWEEN THE HOUSING AND INTERIOR WALL OR C P01111. ND,OREGON .r CEILING COVERING. NIT 4 ,Ir n� —0— v ...==FrarrearrAUNIT 4Fl 11 - ql; IL 1 3: s'-o" "�' -- •�• a z ��F Q 4 I I ± + ! Illirir © G SPOT ELEVATIONS ARE FROM FINISH FLOOR TO SURFACE 4` o #�. o �1 . + + a i FINISH OF CEILING AND ARE ROUNDED TO THE NEAREST INCH Ap .• I i TYPICAL UNIT 51 � UNIT 5 � �'� + + � , lir ': It + µ D ALL CEILING HEIGHTS ARE TIGHT TO UNDERSIDE OF FLOOR 41� '' O I fi Adhkki �TTE I. •� + + + + - 4 F EXHAUST DUCTS ARE SHOWN FOR SUGGESTION ONLY, SEE �=� © I I I I. • 1111" �' I, ��„ii MECHANICAL DESIGN BUILD FOR MORE INFORMATION. :4,,,,7_ ...r/ .... .. / 8' o”i- Fill 7 f + + + ..1' M G SEE 118"PLANS FOR ACTUAL ROOM ORIENTATION- 7' 0" :..7 pitte mener- - - IL • ...: ....... :.::.1. - II 13:::::::, :..- 1 1 ... ,. .. ... . ! _ _ _.] r.,„ 01a rI - T. © AFrilialrall .��- .. �,I:EMEM II �.�. I — — KEY NOTES Fri.r421M ;_..,. J , !� ; - �•�.� �� '•"fid ®+Or �.L _-1 . , — — —.i!. 1 I1 liO [IL I 1.1 + + + , 122"x30"PREMANUFACTUREp ATTICACCESS PANEL .Pfli I I ) ! I i • • • • • • ..... . . , � . : + - O COORDINATE LOCATION AND ORIENTATION WITH 1FAILIMIT I .=•,1111�� (' 1 _ - - 71. - - + } + 161 ' STRUCTURAL FRAMING ± :::: ��'''!"� ii ® I :.... 11.7._...... EP / III ' + + '; " �` 2OSOFFIT TO UNDERSIDE OF CABINETS.SEE INTERIOR 11107111�4 ,�R _ i� IIAll � I, ��iELEVATIONS O �� ‘1* ° O II � O + + + O 4212- 111-”leA 3 FLAT SOFFIT IIIIPir ` + _- O 1I O '3/ + / \'/ CONTINUOUS SOFFIT VENT ,1 UNIT5 ii Ii UNIT5el r �` +r . IFP + 't + -i'I AL i. r!r UNIT 4 ,. + . Io ii }Io +r + + +' + �/�` :�� Vii: I � + :.. � NIT 4 � �. Alikkc* ed FA I re/J FA i FM I I_ J Al + f _ r4.7 A 4 a if-Aor/fes. % Arid + + + .. I� L.�. � _ 1%jrwry — — a��.��� w�.�.��i i + + t' �,,-- ri7 ar►�rjI irlar"gair /!yr / air r lig" jj" I) — 'I' j1 lir ;1 IS Ill l 4r01 ,1l1II /Ir X11 1I1Al 1 I PROJECT NUMBER 25079 0 - I - - . ii . iIpAAlIisS` i���•, i► �iWsI/ -'- A LEGEND Tigard Apartments ■ ■ INTERIOR NONRATED GYPSUM BOARD SOFFIT OR C� p NONRATED ONE LAYER GYPSUM BOARD SUSPENDED CEILING SYSTEM. I I I I VCEMENTITOUS SOFFIT AT UNDERSIDE OF STRUCTURE 135th and Scholls Ferry, Tigard, OR ''-".,-' EXTERIOR GYPSUM BOARD SOFFIT 1. BUILDING TYPE A1 - THIRD FLOOR RCP HVAC SUPPLY SCALE: 1/8"= 1'-0" MIHVAC RETURN FLUORESCENT LAY-IN LIGHT FIXTURE A B 4110 0 0 m RECESSED LIGHT FIXTURE MAINTAIN 1 HOUR RATING AT FLOOR/ROOF-CEILING PENETRATION WHERE OCCURS.SEE --/A7.-- 9 WALL-MOUNTED FIXTURE 14 I I /-^--~ T TYPICAL NOTES 0 FLUORESCENT PENDANT FIXTURE I T ..1 ( ) rt----0-Ti FLUORESCENT WALL-MOUNTED FIXTURE0 HOLLAND PARTNER PENDANT LIGHT FIXTURE G R O U P IEXIT SIGNS (WI INTEGRAL ARROW WHERE OCCURS) 1 1 11 Main St#500 I I 1 I I FLUORESCENT SURFACE MOUNT LIGHT FIXTURE Vancouver, WA 98660 I - - - U - i. - - - - - - - - - - - - - - FLUSH MOUNTED CEILING LIGHT FIXTURE Phone: 360"649.7888 El El \___Id J I Q -0- SEMI-FLUSH MOUNTED CEILING LIGHT FIXTURE SHEET TITLE: I I 7 �; 7 ® PENDANT FIXTURE I ,- BUILDING �� I T T iI ® RECESSED MOUNTED CEILING PENETRATE 1-HOUR FLOOR/CEILING ASSEMBLY,DO NOT 7 0 - r LIGHTFIXTURE + + + I ( I i [iI - + + 9 WALL-MOUNTED FIXTURE UNIT4 -1- + I i i " _ ," REFLECTED + . i.. I r it: s' o" UNIT 4 L ,� �. + -+ INDIRECT FIXTURE _ + -i-------1->- j. cFrL 1N G PL,a N �- i _ LJ �� PENDANT LIGHT FIXTURES(SIZES VARY) LI- UNIT 5 1 Tii!: UNIT 5 i, .:- .,. + + .. -:- it .a.. + I It { i, AI� M + ® HEAT LAMP/FAN/LIGHT E : E : 4 ° .- ' / / + + ± i:4,.:-.%,._..:.:.:-.;;L:ii,-,.:.. ,_ I c./ B'-0" j ±Tir ,_ - / .. ..... s 1 it i- + + .1.. . p UNDER CABINET LIGHT I I— " - + + + + + , . , -� I If }I 8' 0" II , + + + + , ., , 1 / CEILING FAN - - ---1 0 + 4 + + + A+ 1. Ii _ + + + + + --r' 1 0 L ""'"'' - I - + • 1I�� 1' + + i- ... 2 J ` _ 1 HOUR 24"X36" RATED ATTIC ACCESS DOOR ASSEMBLY I k_ + + + __�_ I - I'+ f- - . 7'-0" CLOD I ti - i + + 5r-oiD0 -� I .;. E-- ---0 r + t + + + - I I. 1: Iia' CWAo 0-tCg=°? - -� + + + ,- 8'-0" k + � � � – 0 <- a-- - - - -.f1 _____ + + �- -0 I } I 4":'''..,.. - -.. -.:::.":"-.:1..:..•...-.-1:..::......:.: L.....:-... . 7 ..-••:,,•:...'•.- I b r—------ J 0 __ + + + .. yi-. ,,,-. - �--- - o- I — -1 — + + + - --� BLDG + + + _i , .. J i:1 I. :.:: ::. 3- If + + � -,- + + + +� � - TYPE Al I 1. I I 1- \• • p + f + a _ O O L it iti: I O O + .i - ® / - ---1 T + r I,I' + + f L i •• I + k # o if 1 y + �r, 'L I I EN: o - . + + + .4_. UNIT 5 .JUt, UNIT 5 + + + - - BATE tSSIIEI? 12/11/15 { k + t + UNIT4 + 0 4. JNIT4 + + -I t— i- + I I �L 1 4 4 - + 1- + -'---� , _ — - I +- + ,+ +- --- I r ,-15—t II - y y II i r�L a •�` a 0 ° l ° O _ _ _ - in to a - - - I I l I I E I A315SHEET: 2. BUILDING TYPE Al - FIRST AND SECOND FLOOR PLAN LRS Architects,inc.©20Th ;, SCALE: 1/8"= 1'-0" 0 E y ic, ,c3:, co D 0 0 co - 20C'-0" / L rS 100'-0" 100'-0" 46'-0 3/4" / 8'-0" / 45'-11 1/4" / 45'-11 114" / 8'-0" 46'-O 3/4"/ / I I I I I GENERAL NOTES 1 • A ALL PLAN WALLS SHOW FRAMING ONLY VON. NO FINISHES ARE ARCH I T E C T S DRAWN.ALL DIMENSIONS ARE TO FACE OF FRAMING UON OR 720 NWDlivis i.ii2"1 CENTER OF WINDOW OPENING,COLUMN, OR GRID.EXTERIOR 18 2 DIMENSIONS ARE TO FACE OF FOUNDATION/FACE OF FRAMING. Suite 300 503 2212077 D I f V f ,501 I f f DIMENSIONS INDICATED AS"CLEAR MINIMUM"ARE TO FACE OF FINISH. Portland OR 97209 Ii1 .' ROOF B ALL DOOR OPENINGS PERPENDICULAR TO A WALL ARE 5"TO 0 - - , BEL•1N - - - - - - - - p ID • • El C,S THE WALL VON. • ■ " • • ii im I +I 19 C ALL WINDOWS ARE TYPEOUON. $W , ARC TYP :::::::::. :::: E."! 407 q aim • W .--• - �, I`� �� a' D SEE A0i SHEET FOR STANDARD FIXTURE MOUNTING HEIGHTS I4j II 1 0 D'. DS. IDS .DSI - DS. .DS I I1•. �� DS.lpi . E SEE SITE PLAN FOR BUILDING ORNTATION • II• ,II�IraMEN F BULLNOSE ALL GYPSUM BOARD CORNERS t PORTLAND,OREGON �1� FLUSH MOUNTED 0=li �, C§ P p UP nra MOUNTED - LIGHTTePFIXTURE IX UCELL, I UP 0 SEE UNIT PLANS FOR INTERIOR WALL DIMENSIONS �. ,*OF Cilik- DN PHOTO•- B4A TYP. DN H LIVING UNIT WALLS:BULLNOSE CORNERS. SQUARED CORNERS 0 UNIT 6 All o© 0 UNIT 5 _ o AS BASEBOARD 1g,M Inimillik. 11 O �a -.. © 0 0 0 Mina& 0 ° II CONSULTANT: • D' AIM _ 1 � TALJIL r,— 4 , ...i dkiiiii-ii. AJ� = � T oilii 0 o Tom = KEYNOTES I may ik I I I I, �� B6AA - INT I H 4L \ 1 / FIRE EXTINGUISHER CABINET.SEE 10/A406 li I t S DI© lc !!'" ,1,-Or, 20 �/ I . % - OF. N© • r ■ I I 1 ■ I __�. I O 20"x 30"ATTIC ACCESS PANEL.COORDINATE LOCATION AND 1, 0 0 r- - i (� Al r- UM- " ® ^ °�_ - • 1:];� - It*" ORIENTATION WITH STRUCTURAL FRAMING — I ®3;'r� . � r © © QM1 fin) _ �NEM= Mil 1 = ..�„�, F. _ 1 , a • _ O LINE OF STONE VENEER tllt l� VA la�kL�>� ® .1 . :4 ■ �-- . - � 11=1.1177MMIIMII ■ Illrara 0 MI w �II�+♦ ® I - - - oljg. I _ �_ I I r �n ti VP I 8D• gel _ L_ _LC:31 1 [NfL/4 B1 IF1 rillI LII I•. 501 \ � i 111 01I1111111M, I l 1 r 0 . .U_L_ ___I ____ Ell hA I_ _LZ ' MM. 0 =I AIL 4 _. . mit '503 1 • 11111 ! , I. T 1 0 H .j tif, Q © © © ?, t' ° ° \ WALL TYPES UNIT 6 FLUSH M0 3. DN • • DN A EXTERIOR WALLS: 0FLUSH • gD ME 1 19 M UP ��= • " • • '0 -© r� - © '503 EXTERIOR WALL TYPES VARY.SEE EXTERIOR ELEVATIONS -`.1 __ AND WALL SECTIONS FOR LOCATIONS. UON, .__ I �� 1111111%1 -II•D9' DS' , — �� -I• — II — — == 'DS S -TYPICAL WALL WI SIDING SYSTEM IS TYPE 1 6E 4 -- - == -- - — - _ DS -- f� I I DS' 'DS DS• 'DS ' �°®"I �!� m� DSI TYPICAL WALL WI SIMULATED STONE SYSTEM IS Aft ain '"�i� I ■ -- TYPE 26T TYP �� tt1• Al. t�■ __ 1 I E 403 - 18 _ I '- TYPICAL WALL W/ASHLAR LAYOUT IVP I II I CONCRETE MASONRY UNIT IS TYPE .3 6T 1 E . 0 ■ ■ pi- - - _ - D �] • - - - - • p G S - - - • X4 TYPICAL GARAGE WALL IS TYPE 610 PROJECT NUMBER 215079 19 18 �� 20 B INTERIOR WALLS: 502 502 505 02 A4 Tigard A partm en is r r r / -TYPICAL INTERIOR WALL 15 TYPE - 5 . I I I I I -TYPICAL CORRIDOR WALL IS TYPE B 65 . -TYPICAL SHARED UNIT WALL IS TYPE C4S'. 135th and Scholls Ferry, (*1 HR RATED AT BEARING,NONRATED AT NONBEARING) Tigard, OR C WALLS WITH WOOD SHEATHING: 1. BUILDING TYPE A2 - SECOND FLOOR PLAN -FOR STRUCTURAL SHEAR.LOCATE WOOD SCALE: 1/8"=1'-0" SHEATHING ON SIDE OF WALL WITH SAWTOOTH LINE AS INDICATED.SEE STRUCTURAL DRAWINGS FOR SIZE �� AND NAILING SCHEDULE. A ) ( ti 4 (; . D t ) 0 O -ALL EXTERIOR WALLS W/WOOD SHEATHING FOR �/ STRUCTURAL SHEAR ARE WALL TYPE 1 6 T VON. 2001-0" 1 E 100'0" 100'-0N' -ALL INTERIOR LIVING UNIT WALLS WI WOOD / / / 14 46-0 3/4" / 8-O # 45'-11 1/4" 45-11 1/4" / 8-0 46'-0 3/4" / SHEATHING FOR STRUCTURAL SHEAR ARE WALL C6A UON. I I I I I I 1 1S HORIZONTAL ASSEMBLIES HOLLAND A SEE WALL SECTIONS AND CODE ANALYSIS DRAWINGS FOR P' A R T N E R 18 6 2 TYPE,ALL WITH FIRE RESISTANCE OPENING PROTECTION BY GROUP I I 1 •.07 1 '501 I I 1 SHAFTS,ASSEMBLIES,BY EXCEPTION FOR DUCTS AND PENETRATIONS. 1111 Main St#500 Vancouver, WA 98660 0 — i T — {o — — • ' — — — — 1 — — Phone: 360.649.7888 • 111111■ FIREran 111111 19 , TYP LEGEND ■1I■■■■ I Mill _ 407 SPRINKLER c SHEET TITLE: I Ilf�( ROOM O )=Mj 1 w■ ' 1 HOUR FIRE BARRIER,FIRE PARTITION,OR SMOKE I�- Q \ - I,I BARRIER WALL:OR COMBINATION OF(WHERE OCCURS) BUILDING ' gilI DS I - I ,: DS. ,DS Mr DS. .DS , ,I L - DS I A © CONFORMINGTO THEM T STRINGENT REQUIREMENTS 0 D'. DS. In — .. I f— — ,DS s 6X--N.� OF EACH.SEE CODE ANALYSIS PLANS FOR SPECIFIC NAMES Q I r — -I ---.' 46--i—� I F- — OF IBC WALL DESIGNATIONS.ALL WITH FIRE RESISTIVE ".7 0 1- — — I I — [ _HE�� — OPENING PROTECTION AT DOORS,WINDOWS, DUCTS(WITH - UNIT 5 ADAPTABLE FLUSH LIGHT FIXTURE ED - FLOOR PLANS UNIT EXCEPTIONS),PENETRATIONS,AND PROTECTION AT • ® `� UNIT 5 TYPE A (BLDG 10 TOPI�IOTO CELL, © UNIT . MEJOINTS.SEE WALL TYPES,CHANICAL DRAW NGS PENETRAT ANDNIDETA SCANDULES, USH MOUNTE HT FIXTURE ADAPTABLE _ ADAPTABLE ' `, P • : CELL, o© ONLY) � 1 � � � � JOINT DETAILS WHERE APPLICABLE. s LE TYPE TYPE ;� 1 HOUR FIRE RESISTIVE WALL:WITH NO OPENING O : —' TYPE B O O — s PROTECTION REQUIRED AT DOORS,WINDOWS, DUCTS, © 0 © p I I o I •iiMirmi ° PENETRATIONS,AND JOLNTS UON.SEE WALL TYPES. 1 . 11 _ A NONRATED WALL:AT NON-BEARING INTERIOR WALLS WITH T - —, c4..iff-. 1- - _min '[ I I Lifal, _ _ NO OPENING PROTECTION REQUIRED AT DOORS, I I I1111 I Allai-di E r oAll o - WINDOWS DUCTS PENETRATIONS AND JOINTS UON.SEE D; 7ik 11111 a WALL TYPES. SEE STRUCT. , .4 um_ _ 13Tpam\ ' �— — 7II L _jI .-��I 1\ 11 ��- - ISI© J 1- -4-1- ETYi_I F I I -4miwkii, DD ' u I 1 0© I _ __ I zia®3S0 ' ] 1��� k x • NM 1111111EIP)I I — "It _ ® L — ,-... J PAL— -- iiimq I{ IMMIIIMIIMI �! 1�1�F ���' ® I I • phir kI r � � / I- - - - N N 1 -- \FE- � ■�■ {v) I li IUr — . j - - • 1 _—� r ` ■— ' 'i I�J' sr® I • • x k + �� 'T' 1 I+I[�fJ} � x .;. -'IJ y - �.�� ' © piii�ii - 1I"`T�7I � © p . . -. l�� -. _. 20 — + k x I f,�[�i,l�� I ® II I I ® I x �E— 7\ L I�1,�■ + �I� x " � SIM 1 G0 _ IIL 111 Li ' I , I 501 Ilk a.,7. ,_ ..,1 D,I o4- -, — aI I wo ��u — �. o , '- 70:101 ' 4�s BLDG SEE A101 FOR 1►' —I— J_o II * • 1 J._. _ " , _ —L_ L� # �� — 0" /i_z ' ACTUAL ELECTRICAL 111 J L _ • \ NL - [ _ ` 1= TYPE A2 METER BUILDING ION ON 11 O y 4rINIM Mt, O © © O c� © ! 0o UNIT6 Illr UNIT5 0 0 UNIT5 — — o z9 „�,,��,: -- <-7,- <4 N ADAPTABLE ADAPTABLE ADAPTABLE ADAPTABLE .�. IXTE ISSUED 12/11/15 - Eg FL SH / 19 O / V LIG T 3 XTUREED © TYPE 503 TYPE B 5 - GHT FXOTURE TYPE B TYPE B To PHOTO CELL, •�' _- • PHOTO CELL, T.. ii A � 4- H -r DQE DS •'I - I IL_=- __ -_ _j......=.DS • S o 'F AIDS I DS' 'DS DS' 'DS — ~T —� DS�� ■ �wiliii--=. riims ...1•1 =----=.. .. 111111r1FM1 illbk \03 TYP at 9 U. ■■■■■■�■11111 —I Vig • ■1 il 0 _ • • of, ii . . I Ei N.-11/4 FT a '50 ' 0 r '505 r '502 lar Lo r r r r I I I I I 1 0 a a m a A321 P, 2. BUILDING TYPE A2 - FIRST FLOOR ADAPTABLE UNITS KEYPLALE SHEET: SCALE: NO SCALE E SCALE: 1/8"=V-0" LRS Architects,inc.©2015 d - a E m 'el GENERAL NOTES LrwS • A ALL PLAN WALLS SHOW FRAMING ONLY UON.NO FINISHES ARE ARCH I T E T S DRAWN.ALL DIMENSIONS ARE TO FACE OF FRAMING UON OR720 NW D ►is suni.iTi CENTER OF WINDOW OPENING,COLUMN,OR GRID. EXTERIOR DIMENSIONS ARE TO FACE OF FOUNDATION!FACE OF FRAMING. State 300 50322t• 77 D DIMENSIONS INDICATED AS"CLEAR MINIMUM"ARE TO FACE OF FINISH. Portland OR 97209 viviwifsarchttectsmom B ALL DOOR OPENINGS PERPENDICULAR TO A WALL ARE 5"TO THE WALL UON. C ALL WINDOWS ARE TYPEOUON. $'0D`u�C D SEE A0i SHEET FOR STANDARD FIXTURE MOUNTING HEIGHTS ,,. 35540 ( `' l AND REQUIREMENTS UON. DANIEL C,PURGIEL E SEE SITE PLAN FOR BUILDING ORIENTATION ,a%e!W '-1 • • F BULLNOSE ALL GYPSUM BOARD CORNERS tp PORTLAND,OREGON , ISNG SEE UNIT PLANS FOR INTERIOR WALL DIMENSIONS OF 0 H LIVING UNIT WALLS: BULLNOSE CORNERS.SQUARED CORNERS AS BASEBOARD CONSULTANT: KEY NOTES O FIRE EXTINGUISHER CABINET.SEE 10!A406 O 20"x 30"ATTIC ACCESS PANEL.COORDINATE LOCATION AND ORIENTATION WITH STRUCTURAL FRAMING 3o LINE OF STONE VENEER WALL TYPES A EXTERIOR WALLS: EXTERIOR WALL TYPES VARY.SEE EXTERIOR ELEVATIONS AND WALL SECTIONS FOR LOCATIONS. UON, -TYPICAL WALL W/SIDING SYSTEM IS TYPE 6T• 1 E ' -TYPICAL WALL WI SIMULATED STONE SYSTEM IS TYPE 26T • 1 E -TYPICAL WALL W/ASHLAR LAYOUT 36T CONCRETE MASONRY UNIT IS TYPE 1 E -TYPICAL GARAGE WALL IS TYPE 60 . PI ECT NUMBER215079 B INTERIOR WALLS: -TYPICAL INTERIOR WALL IS TYPE f5 . Tigard Apartments -TYPICAL CORRIDOR WALL IS TYPE B 65. -TYPICAL SHARED UNIT WALL IS TYPE C4A . 135th and Scholls Ferry, (•1 HR RATED AT BEARING,NONRATED AT NONBEARING) Tigard, OR C WALLS WITH WOOD SHEATHING: -FOR STRUCTURAL SHEAR. LOCATE WOOD SHEATHING ON SIDE OF WALL WITH SAWTOOTH LINE AS A B CO l r1 1 0 \ / O INDICATED.SEE STRUCTURAL DRAWINGS FOR SIZE ��''--''�J AND NAILING SCHEDULE. 200'-0" 100' 0" 100'-0" / -ALL EXTERIOR WALLS W/WOOD SHEATHING FOR / / / STRUCTURAL SHEAR ARE WALL TYPE 16 T UON. 46'-0 3/4" / 8'-0" / 45'-11 1/4" / 45'-11 1/4'' / 8'-0" / 46'-0 3/4" / 1 E -ALL INTERIOR LIVING UNIT WALLS W/WOOD I I I I SHEATHING FOR STRUCTURAL SHEAR ARE WALL TYPE CSA UON. I ri 11S SIGNAGE LIGHTING SIGNAGE LIGHTING PER ELEVATION PER ELEVATION COORDINATE W/ 18 2 COORDINATE W/ HORIZONTAL ASSEMBLIES HOLLAND OWNER, SWITCH TO OWNER, SWITCH TO PHOTOCELL TYP. •501 PHOTOCELL TYP. Ds I I I A SEE WALL SECTIONS AND CODE ANALYSIS DRAWINGS FOR PARTNER TYPE,ALL WITH FIRE RESISTANCE OPENING PROTECTION BY GROUP I\, - - - _. - - - - - - - II mm — — SHAFTS,ASSEMBLIES,BY EXCEPTION FOR DUCTS AND 0 — DiM ' C1 [ PENETRATIONS.1I / •�—■ �I I� ■ � I 1 II \ I �l Vancouver, WA 98660 I • • II -1 II I 407 TYP c� Phone: 360.649.7888 • L___ - - -_ I id __'IP11 - ILEGENDAgTiSHEETTITLE— DS„DS — D5QoD5 I �I�„L, .-■^ ' ''om -- I --■ __ __ ■ MEM I -- --'' i� �__ _��__. Al o 1-HOUR FIRE BARRIER, PARTITION,OR SMOKE DS. !!illi fill ' --1 MEM11 , S FIRE BUILDING ` . BARRIER WALL:OR COMBINATION OF(WHERE OCCURS) i fir ii l�= I CONFORMING TO THE MOST STRINGENT REQUIREMENTS / I.r '`� -- 1 \ / / \ NH Mounfrl D 1 ��I U� I \ f OF EACH.SEE CODE ANALYSIS PLANS FOR SPECIFIC NAMES Q \ II ►�� \ / I II I LIGHT I RE ifi�I� 1 I OF IBC WALL DESIGNATIONS.ALL WITH FIRE RESISTIVE ".7 O UP Ir USH MOUNTED- DN OU EI� I) OPf®10 CELL �� UP 1 d OPENING PROTECTION AT DOORS,WINDOWS, DUCTS(WITH J DN HT FIXTURE B4A I DN ` I EXCEPTIONS), PENETRATIONS,AND PROTECTION AT FLOOR PLANS 1 PP •• q CLL. / ©© 1 ; JOINTS. SEE WALL TYPES,DOOR AND WINDOW SCHEDULES, 1 9 U N IT 6 • , ;— UNIT 5 n a I UNIT 5 I , / UNIT 6 MECHANICAL DRAWINGS,PENETRATION DETAILS,AND / 0 II \ r JOINT DETAILS WHERE APPLICABLE. /N/ 0 O I 1 © O Fi 0 \� I 1-HOUR FIRE RESI$TIVE WALL:WITH NO OPENING II4 ,� 1 . II PROTECTION REQUIRED AT DOORS,WINDOWS, DUCTS, I — — — — 1 - - - - ■ I II I ■ - - - - —Ilk — — I PENETRATIONS,AND JOINTS UON.SEE WALL TYPES. • " . h': — f_ T � JILbiii,.,om - - � T row-4 � T � - O "� �" V " NONRATED WALL:AT NON-BEARING INTERIOR WALLS WITH kit j ® - 't I fl �. l• . LenA - O Q� `- - I ITIL NO OPENING PROTECTION REQUIRED AT DOORS, II 01© ` 20WINDOWS, DUCTS,PENETRATIONS,AND JOINTS UON.5EE 1 r r ■ , ,,_ 1"111 1 'I ■ , ' ' WALL TYPES. SEE STRUCT. 0� _ _ �rT■1 x - -I/ 11111111110 , • ® M g % f■ — I ® I I ® I _ :;:mr.-- ■ . ! 1 i ■ '® IY % • 324NNx x o s . � � I, I lh1_ !� � �><_ • ��=moi r=i- 7 x _ x . .I �r- x x ,20i 0 ; _ x • — — , i� I ilikaillMMIIIID1111°- I ® ® II 101atiallTRIL: 1 ��r�ii�:,��,® � �� • a x =��. . a MY 1 mi 1 lh Fill I � I I II+ i I f�fs: pit I� � •501 ii Li! - �• •� WIRL _ L_ _l_W 1 Iffffill Ul gl--- -- k ■ I11111111', - - - - MiiA _ I_ _LW 503 ], . ■ III * ill T Il I TI I BLDG II \,` o '� o a t' o II _ I I 1 TYPE A2 I 9 UNIT 6 / wi I UNIT 5 1 ° II ° I UNIT 5 I �. . . UNIT 6 Q I 4 \ / I „ � m I l DN EA I I FL SH M n UNTED \N 4 19 , DRAWN{ Y: v I i GHT F XTUSH U T II LIG Tgl i LIRE I O 1 /�- - II TO PH• '• ELL, :gig 1 '503 RITE ISSUE[k 12/11/15 1 / \ T 1 f�7i1�liS l'spPHOT CE . \ I 1 TY"• 1 :-� I \ li MM \ \ / \ I=ii M= / 1 \ k..1 .1Ds ■ 1MM �■■ Ilii I Ds •• o 8 4 LK 1 __ - — - — ",_.AC "11I i� Ali lik _ _ _ --- 5 SEIM Imo■, ` I m •403 P � - - - � �� t1• p � ,t)•\ m� II Pilli HIMI1 I \ 11 IIi_.i. II _ \ - II VP IIIII / I IIrm f ■ • ■ , e —■ ■ ■ • N © - - Imo — - D:=;w �� '— — _ . rr� ilk — - - - � — — E 11 I 19 a� 18 ,20 ck E '502 ' '502 " •505 r •502 H SIGNA E LIGHTING r r PER ELEVATION E� COORDINATE W/ I I I I PER SIGNAG EVNE LIGHTING I I OWNER, SWITCH TO PHOTOCELL TYP. COORDINATE W/ p OWNER W a a a II m KEYPLAN A322 2. BUILDING TYPE A2 - THIRD FLOOR PLAN SCALE NO SCALE SHEET: I, N SCALE: 1/8"=V-0" LRS Architects,Inc.©2015 N fV O E m GENERAL NOTESLim TS A VERIFY ROOF DRAIN LOCATIONS WITH STRUCTURAL AND MECHANICAL. B DOWNSPOUT LOCATIONS ARE SUGGESTIONS ONLY. ARCH I T E C T S COORDINATE FINAL LOCATIONS AND SIZES PER PLUMBING DESIGN BUILD CONTRACTOR. 720 NW Davis 50&22T.1121 C SEE DETAIL 15/A402 FOR VENT STACK PIPING ROOF State 300 503 2212077 D PENETRATIONS Portland OR 9209 .dww KEY NOTES ARC O BUILDING LINE BELOW r��� 3540 O2 DOWNSPOUT&GUTTER .rjDANIEL C. PURGIEL ..•" O RIDGE VENT. SEE 1/A406 �,L/G/ /-3 PLYWOOD CRICKET, SLOPE e"TO DRAIN MINIMUM. • • Q_)- PORTLAND,OREGON , . 5/\ tf3 LINE OF DECK BELOW O E�� IA OVC CONSULTANT: LEGEND ASPHALT SHINGLE SYSTEM(6 IN 12 SLOPE TYP UON) OVERBUILT CRICKET 2X6 @ 16"OC W/WOOD SHEATHING O B0 { U 0 O co tI/I/J OOT AT ASPHALT SHINGOLOE ROOF SLOPE UON AT BUR,3"PER WATERPROOF COMPOSITE UNDERLAYMENT TYPICAL ROOF INFORMATION / .- w z J I I of SDS DOWNSPOUT ec -- GUTTER W1 CONTINUOUS EAVE VENT BEHIND. SEE 41A406 2�_0" O 1'-4" I CONTINUOUS ROOF TO WALL VENT 2 zn 1111 O 'S� 2'-0" O 2'-0" I L _ I-RIDGE VENT _ , ,i=inimi. . reffill.1111 El IIIII _ si. .:...::.,....i....::.:,...... .. ,.. . ._. itib1�1:' 17c: � illi J_L_...... _ — I o G�` 7:9 ,��Q I DS I (.4 6;12i21'-(3" ca e _ 6f12 SLOAn � DS . ..r. I 0 — �. 111111111111r V ��� ATTIC VENTILATION CALCS • Z rt 6:12 o SLOP ,p �� cc ui��Q PROJECT NUMBER: 215079 ..LOPE •,`: . lc BLDG TYPE ! o Al Q Tigard Apartments 8:12 12,454 sf total compartment area UNIT 6 UNIT 5 UNIT 5 • UNIT 6 (SLOPE. C.� �7 • I L,9C SLOPE) 8 — - P - I `<)- ¢ 41.51 sf 1/300 area I I _� $ N o ti,� 50%high required 135th and Scholls Ferry, a , .y 11 .piO 2,988.96 sq.in ventilation Q r I L.*! Zii CF 2,988.96 sq.in 50%low required ventilation Tigard, OR L D N Ira/NNWI 1.111111111-4 O 1, i - BLDG TYPE 20' 11 e�iftct� • MIRROR LINE 13,276 sf total compartment area 0 Pte/ •�. :J: 44.25 sf 1/300 area PROVIDE KICKOUT FLASHING 50%high required "`w AT TOWER ROOF TO WALL 3,186.24 sq.in ventilation I� I I I /I ;' TRANSITIONS,TYP. SEE DETAIL-1 3,186.24 sq.in 50%low required ventilation I 14 BLDG TYPE H O L L A N D I I { I I A3 UNIT 60 UNIT 5 UNIT 5 UNIT 6 10,382 sf total compartment area PARTNER GRouP 1111 Main St#500 - - 34.61 sf 1/300 area Vancouver, WA 98660 AIL . 50%high required Phone: 360.649.7888 . 2,491.68 sq.in :':° n •� .•. • — RE= -I'. ..: - .. •.� 2,491.68 sq.in required ventilation SHEET TITLE. ... 11111111.111111111111�- ---�iiii11111111111111111Pr 1 - � ii BUILDINGS Ail611 BLDG TYPE Q .........mimiiiiHnii A4 9, /0 I I I I 11,448 sf total compartment area •.i .: . . . �. ROOF PLANS © — LIIIIIIK.,,,..._ _ J — - — - - �I — — — — 38.16sf11300area� 50%high required 2,747.52 sq.in ventilation 2,747.52 sq.in 50%low required ventilation BLDG TYPE _ A5 11,604 sf total compartment area 38.68 _ sf 1/300 area 50%high required 2,784.96 sq.in ventilation 2,784.96 sq.in 50%low required ventilation BLDG TYPE A2 r w il .. 5 r !DRAWN.BY: o • • r r DATE ISSUED: 12/11115 o E rn p r '/\ , •. • 6 Q r U O U Q 10. • n• r § li: ` — C= 0 —0 j I i v = =:1 ;jj—j-D—j"-D-L-jc'7x E - ,--- H 0 ., N 0 1CD SEE 11A313 FOR TYPICAL INFORMATION a ?. BUILDING TYPE A2 - ROOF PLAN KEY PLAN a .� SCALE: 1/8"=1' 0" SCALE: NO SCALE E A3230 p SHEET: E "$ LRS Architects,Inc.©2015 I N v C p E N Ji GENERAL NOTES 1...rs A PAINT ALL NON-NOTED MISCELLANEOUS ITEMS TO MATCH ARCHITECTS ADJACENT REFERENCED FINISH COLOR UON. 720 NW Davis 50221.11121 B SEE WALL SECTIONS FOR PARTIAL ELEVATIONS NOT SHOWN. Sine 300 503 221.2077 D C SEE DOOR AND WINDOW SCHEDULES AND ELEVATIONS FORF:iortland OR 97209 YVWW ItSai .»i1t ADDITIONAL INFORMATION. A B CO D ( E 0 O �� D WINDOWS TO ALIGN VERTICALLY,TYPICAL UON. UNIT 6 UNIT 5 UNIT 5 UNIT 6n� UNIT 6 UNIT 5 UNIT 5 UNIT 6 / UNIT 6 / / UNIT 5 of* UNIT 5 ` , UNIT 6 "� 3540 DANIEL C.PUPGIEL '� 2 19 18 18 20 16,1e "' YI r • • '501 50 '502 r '505 50 WOOD BRACKET © f3ePORTLA4V0,OREGON ,. COMPOSITION SHINGLE . E li i E ! is E r i-� i i• EE, iii E' r E i E �. - .. .. ... ...-�.LL- Ii_S.�i i �.. 1111 : � J � . . 1_t : :-: zl 1' ��! iii _ A 1� IY:.�' 0 �,•�. .. .: jilt. .. . , 1111. . . . . .. .. .. .. . : . . , . ..:: � 1�.: . :��_ � 4 . . 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TYPICAL SIDE ELEVATION Tigard, OR SCALE: 1/8"=1'-0" 14 HOLLAND O © 0 4 0 0 © {� 4 0 PARTNERGROUP UNIT 6 UNIT 6 UNIT 6 UNIT 6 11 11 Main St#500 UNIT 6 UNIT 6 UNIT 6 UNIT 6 Vancouver, WA 98660 UNIT 6 / UNIT 6 tI / UNIT 6 i- UNIT6 Phone: 360.649.7888 I I h I 19 ii, 1 SHEET TITLE: •503 501 EXTERIOR Lii ELEVATIONS .� COMPOSITION SHINGLE _ JDI _ • ROOFING, P j ar 1 ' . ;; .t :. 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TOP OF tt -- ----________.__.- _ mm _ _111 I BLDG I I _---------------------_......_----......_.... y ; _ i .____.._-___ __---__--.- --. + __._.._._ i 1111_ _-__-1111_-_.__�__.__ i 1 MT ti I • _"-_--------------- 5 HORIZONTAL LAP SIDING, P TYPE A2 1111 __ . --.. - LI- o �`� ,_ I I - .., i q ::� ...................._._ ® o°o I€ - �1"1::11::1 . --.-_ - 1111._.--.- , .. _._-_. i - - -- 111 c o 0 r o T r7MR --- - I E - r rt : ::- = 3 _. - _ .- _ - - I - �- : is Ir �t� .._ 14 I 1111-.. �_- W I I - ,- ' +I.____ -lirIP SIMULATED STONE VENEER ( - TOP OF SLAB 1111 N. -.--. , 1111 ' _ I I - I I r1-- 1111 ! yr AWN 9 : 1111..^ - T TOP OF SLAB - -- I I. -- .v e-- - i 1 ii_... . IL Av mi 1111 DATE ISSUED: 12/11/15 - EXHAUST VENT,TYP SEE DETAIL 20/A402 20. TYPICAL END ELEVA TION SCALE: 1/8"=1'-0" .•. SHEET: A 324 LRS Architects,inc.©2015 A B CO D GI ell 41111 1....rwS 40„,.... I TYPICAL NOTE ARCH ARCHITECTS i GENERAL NOTES 72C) NW Davis X221.1121 ( ) Suite 300 503221.2077��1 Portland OR 97209 wWw.lrearchitects,corn I I O A CEILING FIXTURES ARE SHOWN FOR REFERNCE ONLY FOR �� `// �/9 — — — =- // ' a.' ,I v COORDINATION WITH CEILING FINISH SYSTEM.SEE 0 — — — — I — — — - — � - MECHANICAL DESIGN BUILD,ELECTRICAL DESIGN BUILD AND I _, r riire4r /ISI/�/__�I r- r I FA��� -'� SPRINKLER QESIGN BUILD DRAWINGS FOR ALL CEILING i�� 'i Ar____1p__.. .,.. .e,„./• �Ilwr.lyi _Ai � � jJ FIXTURES TYPES. A0 Op. I011 .__, 4!--741. 1 / !� II/ I Fri 1,10 ,i1 Il II B RECESSED LIGHTING TO BE ELECTRICAL DESIGN BUILD. SEAL 3540 , ,411 I� • '� , rip 11/ I AROUND ALL RECESSED LUMINAIRES INSTALLED IN THE DANIEL C. PUFiGIEL � I` II BUILDING THERMAL ENVELOPE. ALL RECESSED LUMINAIRES � 'I ®� m _ Ain //ArAVAP / A I ARE TO BE IC-RATED AND LABELED AS MEETING ASTM E 283. ) €110 ► r a �~� r: �_�_— I r ______......._.......i. „ w a r� — � a ALL RECESSED LUMINAIRES ARE SEALED IWTH A GASKET OR ���•� !!!fSOSAFOAE : 4flPI / C FINISH OF CEILING AND ARE ROUNDED TO THE NEAREST INCH UNIT 6 UNIT 5 UNIT 5T6';'. I t - ¢. UNIT 6 ©ICAL MT). ligislrg 1111110 I e ilk\IU O 0 - D ALL CEILING HEIGHTS ARE TIGHT TO UNDERSIDE OF FLOOR FRAMING ABOVE UON. CONS0 O 1 mdc, � � � \ + O � O � E SEE UNIT ELECTRICAL PLANS FOR MORE INFORMATION11LTANT: 1 II.A0 AP' I I ■ F EXHAUST DUCTS ARE SHOWN FOR SUGGESTION ONLY. SEE 0 — T----\• • •:•..: ... • �� � 11.110 .I0 \ •••.1.•••••1:"J 8 0" 1 ¢. + , — MECHANICAL DESIGN BUILD FOR MORE INFORMATION. rI. I./ 0. i — .— —L T-0" 0 T 0„ ,��� G SEE 118"PLANS FOR ACTUAL ROOM ORIENTATION. ::a I - Ia 10 a'-0" I1—:.-.•..... -- / ..__' • I7 -)— -- i. I ® .. T=.. •_ ., III111.111111M :...:JO . ........:'.-:..:.: •1•1 ..." E!" „ 11131 s .':.-1 � i .......... 1:„, KEY NOTES I Hlirow .. .. .. .. . IFI - bb I 1 .•-,..,:_. J 1 22"x30"PREMANUFACTURED ATTIC ACCESS PANEL . + I .� -- + 1 poi • 'jj ) .. ... \ LIRO _: 0. 0 [ - i L-rilr H L I. 7 — I — — + # >. �- O t O -- + + ¢. n FLAT SOFFIT I 40/ 1111111111 � UNIT 5 UNIT III .. + r r \ 4O CONTINUOUS SOFFIT VENT 0 5 + + UNIT 60 / Al&I UNIT 6 4. :q. •+ 0 I 0 I o � + 0 Ail, „.........,,,, IL _ �z r�_V�_ •=.._.........=......_____....- .A /ice ��■_ ��--- mix .NfEi■/. �_— ....=a1■■I���+r �wir 4- 1 ii. �_ rrETee"��■ ® ® '4 Prfr 1 r ir� • I0 � � II���� � J.J• �� � I � �����,.I��i �® ► � 1/ I ii 11 IL, 0 I / II i it 00„!1 il.1*Ir r MI ! 41114 /.0 4.....� r ■ �,■_„..�_". y_ =cis■____,■ Jill ., •,• = —;: E T 1• _ --� cif �� / — /. �/ =1 /' PROJECT NUMBER 2 5079 iAAmdriii _ „l►/�►� iIVANIF � / i LEGEND INTERIOR NONRATED GYPSUM BOARD SOFFIT OR Tigard Apartments r:::'::::::-:::',1 • NONRATED ONE LAYER GYPSUM BOARD SUSPENDED I •`-. C• EILING SYSTEM. I I I I I I C• EMENTITOUS SOFFIT AT UNDERSIDE OF STRUCTURE 135th and Scholls Ferry, Tigard, OR p 4. - - f EXTERIOR GYPSUM BOARD SOFFIT . a 1. BUILDING TYPE A2 - THIRD FLOOR RCP HVAC SUPPLY SCALE. 1/8" = 1,-0" / HVAC RETURN FLUORESCENT LALIGHT FIXTURE A B CO 0 �, RECESSED LIGHT FIXTURE-MAINTAIN FLOOR/ROOF-CEILINGY-IN PENETRATION W1 HEREHOUR OCCURS.RATINGAT SEE -IA7.- 9 WALL-MOUNTED FIXTURE I rt I f I TYPICAL NOTES 0 f FLUORESCENT PENDANT FIXTURE —�(7 ) I 0 I FLUORESCENT WALL MOUNTED FIXTURE HOLLAND 0 PARTNER PENDANT LIGHT FIXTURE G R O U P I I I I I I I 0 EXIT SIGNS (W/INTEGRAL ARROW WHERE OCCURS) 1111 Main St#500 FLUORESCENT SURFACE MOUNT LIGHT FIXTURE Vancouver, WA 98660 0 CI Phone: 360.649.7888 — — — ] ■] — — — — — U <8.-0'7)-- .-- 1.1 ----1:1t 8 0� — FLUSH MOUNTED CEILING LIGHT FIXTURE SEMI FLUSH MOUNTED CEILING LIGHT FIXTURE SHEET TITLE: I I p PENDANT FIXTURE 9, 10 IBUILDINGS n T T I ® RECESSED MOUNTED CEILING LIGHT FIXTURE-DO NOT III CIMI III - - _ RFLEcrED - i F !l � � � + + �" .�• A—_- — i — +, _� F- T i — PENETRATE 1 HOUR FLOORICEILING ASSEMBLY. i. + + II .:I 8'-0" :- 4- ., WALL-MOUNTED FIXTURE CEILING PLAN i- + + + it 1:# ]1 + + + + ,,. i -' INDIRECT FIXTURE a r� I\ 0 + + + II O 1.i 0 ,I1 + + + + < O I•J .. PENDANT LIGHT FIXTURES (SIZES VARY) UNIT 6 } . + + + + UNIT 5 UNIT 5 11 ,+ + • + -A + +. UNIT 6 0 ,- + + + 1, I I# 1 + + + + 0 ;h.: HEAT LAMP/FAN/LIGHT + + I / o I II o o+ + + + g,_a. j. + + 'V ° vi' TRACK LIGHT 0 0 • + I{ + 0� t ® UNDER CABINET LIGHT I � + � � I I ; I + + + + .,,, + • • L- F___- L :.: + T :. ' .:^ + i.• :,...,...: . , .""—. 4 iee' CEILING fAN • + + 1:1 C8-0 .# + + + + _ .,_,4_ + , :. ... „.... .. . . . , Ill..% r .. .: 8'-0" •,':.:. ,. . ...". + __ Cr . .. -- L -0 T-0" • 1 HOUR 24"X36''RATED ATTIC ACCESS DOOR ASSEMBLY I 4- � a o� h E + + + , „ + +1'- 8-0 i l \t-_ -c o� CaT:(7)p a-a01 Q 41..ii • rZ1 411 - + _-=, =_I .. : . • .•. ...... : • • • • + + •• • — I �.� • • • _-.- ..':..r.. ., ter.'. .;'= :...w -`,4,::: 7 j-:'---- . + -I _ iiiI f + :. i r iBLDG T + .,.. .,. .,", ,. ± ÷ + + I TYPE A2 ii,....,.:..,:„.::.:...,..:_.., ..... _:,,.:...:....:.:..,.... . ..:.:..:: --- • r. •. ._::'- --i----,.. i„, + + + i-+ + ilr.,.......::.:... \ 0 so ._i ,_ ::, rr. ..: ] ... .: :.. .. .: ..:,.:., ..:............. ......„:„„,.„... i_ , ,, ++ + .„ + ,_ ,-1-1 F + + + + + + 0 + + .: I : oI .1 0 0 + tt. 1 + + + - O 0 + + + + WOK fel(: MJW + t + + + + DATE ISSUED: 12/11/95 UNIT 5 UNIT 5 UNIT 6 = + * + • 11 i 1 + + 4- + UNIT 6 Addm 1 (owner changes)716/12 Q O Il 0 0 +4- + + + + + 0 II Addm 3(owner changes)8/6/12 + + + {: l: ti I yy 1 161 L..O0OM o E • 10 ; _ J !i1 ,rma11— n rn r 0 u': 0 _ I E E A325 SHEET: 2. BUILDING TYPE A2 - FIRST AND SECOND FLOOR PLAN LRS Architects,inc.©2015 _ 0 SCALE: 1/8"= 1'-0" E 0 i I 1- A CO D © 0 0 LOTS 148'-9" 28'-11114" .#. 8'-0" f 37'-5 114" 37'-5114" / 8'-0" f 28'-111/4" GENERAL NOTES I 1 I 1 I A ALL PLAN WALLS SHOW FRAMING ONLY UON. NO FINISHES ARE A I E ' DRAWN.ALL DIMENSIONS ARE TO FACE OF FRAMING UON OR 720 NW [mitis .22T.i12T CENTER OF WINDOW OPENING,COLUMN,OR GRID.EXTERIOR DIMENSIONS ARE TO FACE OF FOUNDATION/FACE OF FRAMING. Suite 300 503212077 D DIMENSIONS INDICATED AS"CLEAR MINIMUM"ARE TO FACE OF FINISH. Portland OR 37200 Www.lnorchiteda.coryi I I I B ALL DOOR OPENINGS PERPENDICULAR TO A WALL ARE 5"TO 4111 CI DS DS CI r N - THE WALL UON. DS 1] r 18 -OOF BELOW 4., 2 r DS C ALL WINDOWS ARE TYPE - UON. ',� Rn —==i t•(/` Ter 334 '. '501 ,i,� a D SEE A0!SHEET FOR STANDARD FIXTURE MOUNTING HEIGHTS ti 3540 ./� I- k I I== marl 1 � ,�...17.. mo== I °' AND REQUIREMENTS UON. � DANIEL C.PURGlEL at E SEE 51TE PLAN FOR BUILQING ORIENTATION •14 (� '�CI _ D5 I ©S �= Ar DS0 QSDS II DS _ A9 �� �� DS DS o �� �� r - DS k r �� �� �� k - 7 .DSF BULLNOSE ALL GYPSUM BOARD CORNERS • • WC78TL4�#D,OREGON ► ■= 1 I m� rata I•���'o7m �r � m I -I 1 ■ 0 SEE UNIT PLANS FOR INTERIOR WALL DIMENSIONS• II 1- r ` iMMI r ' -1 111 1 H LIVING UNIT WALLS;BULLNOSE CORNERS.SQUARED CORNERS AS BASEBOARD ° �� UNIT 3 B4A1 Di UNIT 1 ' UNIT 1 I ,, ® 1 s UNIT 3 ■ \Y - .—PA ■ .;:r Al ii, CO CONSULTANT: --insi. ,,,,, �I IT-- - �' w N 1=1 tri F 0 fk lif i , 0 ® �I KEY NOTES II - -1P I I l P 1 I II h 1111 ° I I �--� - . Tyr - l--� I II ill . 1 O FIRE EXTINGUISHER CABINET.SEE 10/A406 II51*2 r -11 It i A 6S II_ - - I C 20"x 30"ATTIC ACCESS PANEL. COORDINATE LOCATION AND I ISI am IIt mik 20 AEI 'AMU I L _ I I I_ ORIENTATION WITH STRUCTURAL FRAMING 1' r m ' - -1 I 0 I C 0 I — 1 0 vs, - �/ 1 x k K x 1 _.._ -- -- N O LINE OF STONE VENEER 0I� " k II' _ x " o ' 20 I 01 1 W I I 011 I C 1 0 W Y, ro1- 1 TE, 1 VIM- - F 11 - - 501 I - L -1I 001 , === '= �� II 1nT �,' ■H 6T - . amor�r, ' - r�I � ° ° o© I 11 I pr 1ipp �I �II ,�, Tji II� ��I - -J L ! IJ Ii I L I I � ., II A 1 tki0 I, ® •i * Vit — t ,503 , ml \akr I- co ci EL WALL TYPES ■..■.-.:- Mil UNIT 3 UNIT 3111111 INc4 UNIT 1 1 A EXTERIOR WALLS: I , °�wi !EXIT/ �. IIP I I . , , EXTERIOR WALL TYPES VARY.SEE EXTERIOR ELEVATIONS 111 11li iiI I- i �j�I ��■ -I IUNIT 1 IIAND WALL SECTIONS FOR LOCATIONS. UON, 1_11 11_ I -� == �•• �� -I I - ^ -TYPICAL WALL W/SIDING SYSTEM IS TYPE 16 T I ■ DS- I I - r::--A xA j tmm milom- �� TUU �� x1 - I I I ■ L 19 >, 1 1= •� - — ��,____�. _ - .503 -TYPICAL WALL W/SIMULATED STONE SYSTEM IS D5 •DS �� �I I� DS SDS rill h�:' 1111111.1 DS ''DS TYPE 2BT II __ �, _ �,■ tta. II -TYPICAL WALL W/ASHLAR LAYOUT I.==:-......] ' 1 0 6 _r_______________ q CONCRETE MASONRY UNIT IS TYPE 36T 1 E I DS II• ��Ark I Os I -TYPICAL GARAGE WALL IS TYPE �� PROJECT NUMBER 215079 I - - . r - B INTERIOR WALLS: 0 - - - - - El DS - - - - DS -Eli - - - -TYPICAL INTERIOR WALL IS TYPE A. . Tigard Apartments 0 '502 r 0 r •505 .502 r -TYPICAL CORRIDOR WALL IS TYPE B 6 A I 1 I I r r r i r f 1 5 • -TYPICAL SHARED UNIT WALL IS TYPE C4S . 135th and Scholls Ferry, (*1 HR RATED AT BEARING, NONRATED AT NONBEARING) Tigard, OR C WALLS WITH WOOD SHEATHING: 1. BUILDING TYPE A3 - SECOND FLOOR PLAN -FOR STRUCTURAL SHEAR. LOCATE WOOD -- SCALE: 1/8"=1'-0" - SHEATHING ON SIDE OF WALL WITH SAWTOOTH LINE AS INDICATED.SEE STRUCTURAL DRAWINGS FOR SIZE AND NAILING SCHEDULE. -ALL EXTERIOR WALLS W/WOOD SHEATHING FOR A { K i 4 [; D COO0STRUCTURAL SHEAR ARE WALL TYPE T UON. �"� 11E, -ALL INTERIOR LIVING UNIT WALLS W/WOOD SHEATHING FOR STRUCTURAL SHEAR ARE WALL 148'-9" / TYPE C6A UON. I rt 28'-11114" / 8'-0" / 37'-5 1/4" 37'-5114" / 8'-0" / 28'-11114" / 1 S I I I I I 1 HORIZONTAL ASSEMBLIES HOLLAND A SEE WALL SECTIONS AND CODE ANALYSIS DRAWINGS FOR PARTNER TYPE,ALL WITH FIRE RESISTANCE OPENING PROTECTION BY GROUP SHAFTS,ASSEMBLIES, BY EXCEPTION FOR DUCTS AND PENETRATIONS. 1111 Main St#500 1 I 1 6 I 1 I Vancouver, WA 98660 DS .407 DS Phone: 360.649.7888 0 - - - - - - E7 -'I� - r FIRE SPRINKLER ROOM - - ■r N. 1-=11.1.1_1:1 �.___ .. _ — — — — + DS U� 18 4'0" © UP DS LEGEND SHEET TITLE: I�IIIII �� 1111111 0 �. .., �....- 1-HOUR FIRE BARRIER, FIRE PARTITION,OR SMOKE .r-----1 DS 7 ,....1 �� i3�i3� 501 !�_�_��f�• �1 1_ I °' BARRIER WALL:OR COMBINATION OF(WHERE OCCURS) BUILDINGS " rI 1 CONFORMING TO THE MOST STRINGENT REQUIREMENTS DSI D5 I DS. _ .DS - I DS [Ds OF EACH.SEE CODE ANALYSIS PLANS FOR SPECIFIC NAMES CI �.----�. p �� ----lV�11 - - - 11253,5 D5 k x *DS DS . -� - - ag DS OF IBC WALL DESIGNATIONS.ALL WITH FIRE RESISTIVE FN. ® Pill --- 1- - -1 ■, OPENING PROTECTION AT DOORS,WINDOWS,DUCTS(WITH ■ - __ IE -T =1 . - - 1� - EXCEPTIONS), PENETRATIONS,AND PROTECTION AT FLOOR PLANS ' - 19 TYP JOINTS.SEE WALL TYPES, DOOR AND WINDOW SCHEDULES, I UNIT 3 r— I I x,407 1 ADAPTABLE '. ADAPTABLE IADAPTABLET MOINT DEITAILS WHERE IAPPLICABETION DETAILS,AND 2135 4i 5 . a. II i B4A ADAPTABLE IF , i ■ r ■ TYPE B 1 ili/ ' �— ■ 1-HOUR FIRE RESISTIVE WALL:WITH NO OPENING ■ I L. I I �© Ii PROTECTION REQUIRED AT DOORS,WINDOWS, DUCTS, I I m PENETRATIONS,AND JOINTS UON.SEE WALL TYPES. �al IL. NONRATED WALL:AT NON-BEARING INTERIOR WALLS WITH I_ i r. ' � LIPPr4 \ r i i" SEE A101 FOR ACTUAL N ® i k J // / r — — ' ° F i ELECTRICAL METER NO OPENING PROTECTION REQUIRED AT DOORS, \/ ii LOCATION ON EA. WINDOWS,DUCTS,PENETRATIONS,AND JOINTS LION.SEE IF1 I it M \* l 91 A� -t-_,Lcii - L 1 1- 1 - Plir WALL TYPES. SEE STRUCT. HBUILDING 1 _ _ i ......, _II om r.l, r_ ,. ., I., , Fr s m B6A, ii_ 1 0 Aff MI 1 1 , II immi • 1, ile IL, A 1 (1 • .,. . ..p.„. 1 s II . ' - - 20 • 20 I_ _ it O !Ili E�� h 1111111 M-10 1MilPS1a VP E 711! �_i 1 _ I. ..• ---__L „,, � � - - -... ... I�; .�1 ,..� �.,. 11 �I •501 • uliii IIso 01© BLDG i I I ji VIM (_ 41 1 J IL 171 IL 11 J � -`11111111 1 _ TYPE A3 li SEE A101 FOR ACTUAL � I ,/1 ��� / L - J \ \ L 20 m , ELECTRICAL METER LOCATION _r!_;i J ' 111171 .503 per ® 7I �� 1 ;t ON EA.BUILDING I I MI 0 I IVI° DRAWN MY: --- ■ UNIT 3 I_ I iik•-1 -- N�1 . . ' ■ ' ' ' = ` UNIT 3` ■ • `' 1ADAPTABLE J []�4TE I UEL) 12/11/15 1 ; ri-a (BLDe ., � 1� TYPE (BLDG • TYPEB ' 1� VI UNIT 1 il AskI A. �■ � I. ,403 TYP . — I C[ 11 {4 _ �_. ADAPTABLE I - , 19 ❑$ k x — x k r 4 — — — •r --_ ' DS — DS• '- . ��� — 503 N. — DS I los I I�� DS DS 11111 ill 1 DS• DS ' Mi - --- .- 1 DS' L__i , LIPI1I1111 I.____I miiiiiim--) Am EMU 1111111 LI' OS - - - - - C'Lf - .l r - - - 'r 11 - - - 0 DS DS 4,MX19 18 )1 20 '50 '50 r '505 •502 I 1 I r r I i 1 r A331 2. BUILDING TYIE A3 — FIRST FLOOR ADAPTABLE LINIITS KEYPLAN SCALE. NO SCALE SHEET: SCALE: 1/8"=1'--0" LRS Architects,Inc.©2015 • GENERAL NOTES L.rws . .. . ' A ALL PLAN WALLS SHOW FRAMING ONLY UON. NO FINISHES ARE ARCH ITE T S DRAWN.ALL DIMENSIONS ARE TO FACE OF FRAMING UON OR 720 NW Davis 503.2211121 M i CENTER OF WINDOW OPENING,COLUMN,OR GRID. EXTERIOR • DIMENSIONS ARE TO FACE OF FOUNDATION/FACE OF FRAMING. Solite 300 503221.2077 C1 DIMENSIONS INDICATED AS"CLEAR MINIMUM"ARE TO FACE OF FINISH. Portland OR 97200 www.irsartnitects.com B ALL DOOR OPENINGS PERPENDICULAR TO A WALL ARE 5"TO THE WALL UON. C ALL WINDOWS ARE TYPE O UON. Or D SEE A0i SHEET FOR STANDARD FIXTURE MOUNTING HEIGHTS . 3540 ,� AND REQUIREMENTS UON. ti.SDANIEL C. PURGIEL E SEE SITE PLAN FOR BUILDING ORIENTATION Calms. r3 • F BULLNOSE ALL GYPSUM BOARD CORNERS fp. PORTLAND,OREGON G SEE UNIT PLANS FOR INTERIOR WALL DIMENSIONS lei NO OF 00 H LIVING UNIT WALLS: BULLNOSE CORNERS.SQUARED CORNERS AS BASEBOARD CONSULTANT: KEY NOTES OFIRE EXTINGUISHER CABINET.SEE 10/A406 \ 20"x 30"ATTIC ACCESS PANEL. COORDINATE LOCATION AND ORIENTATION WITH STRUCTURAL FRAMING 0 LINE OF STONE VENEER WALL TYPES A EXTERIOR WALLS: EXTERIOR WALL TYPES VARY. SEE EXTERIOR ELEVATIONS AND WALL SECTIONS FOR LOCATIONS. UON, -TYPICAL WALL W/SIDING SYSTEM IS TYPE 16T 1 E ' -TYPICAL WALL W!SIMULATED STONE SYSTEM IS TYPE 2 6T • 1 E -TYPICAL WALL WI ASHLAR LAYOUT 3 6 T CONCRETE MASONRY UNIT IS TYPE 1 i E -TYPICAL GARAGE WALL IS TYPE I I I . PROJECT NUMBED 215079 B INTERIOR WALLS: I I -TYPICAL INTERIOR WALL IS TYPE A4S . Tigard Apartments -TYPICAL CORRIDOR WALL IS TYPE B6s . -TYPICAL SHARED UNIT WALL IS TYPE C4A . 135th and Scholls Ferry, (" 1 HR RATED AT BEARING, NONRATED AT NONBEARING) Tigard, OR C WALLS WITH WOOD SHEATHING: -FOR STRUCTURAL SHEAR. LOCATE WOOD SHEATHING ON SIDE OF WALL WITH SAWTOOTH LINE AS A BCO 111111 CIO CO INDICATED.SEE STRUCTURAL DRAWINGS FOR SIZE AND NAILING SCHEDULE. -ALL EXTERIOR WALLS W/WOOD SHEATHING FOR 14€'-9" / STRUCTURAL SHEAR ARE WALL TYPE 1 6T UON. 1 1 E irt 28'-11 1!4" ` 8'-0" 37'-5 114" 3T-5 1/4" . 8'-0" I° 28'-11 114" f -ALL INTERIOR LIVING UNIT WALLS W/WOOD I I I I I SHEATHING FOR STRUCTURAL SHEAR ARE WALL TYPE C6A UON. 1 S SIGNAGE LIGHTING PER ELEVATION COORDINATE OTOCELI W!OWNER SWITCH TO HORIZONTAL ASSEMBLIES HOLLAND SIGNAGE LIGHTING PER PARTNER ELEVATION COORDINATE — 1 I 1— — I A SEE WALL SECTIONS AND CODE ANALYSIS DRAWINGS FOR W/OWNER SWITCH TO DS — — DS TYPE,ALL WITH FIRE RESISTANCE OPENING PROTECTION BY GROUP 0 - - PHOTOCELL TYP. = - - T - - - - - 1 ® I J D5; �� �� © PENETRATIONS. 1111 BY EXCEPTION FOR DUCTS AND 1111 Main St#500 } D o 1 18 l 2 DS — SHAFTSVancouver, WA 98660 I I ' ......_.. il '334 A501 I 2111 11 1. \ '- + ----' Phone: 360.649.7888 \ / 11 �I��s>• 1-i �s==I. \ / °' 0 � � �� _ .��.. os Ds ._ ..I 'D� � LEGEND — D rar f•� .t1\ I��,---_—�� 11 I — 1 _ S SHEET TITLE: — o 11 _ o _ I�1•.�l•I 6_ ��■ . — 1-HOUR FIRE BARRIER, FIRE PARTITION, OR SMOKE �; rIrirsti7 ,...._ BARRIER WALL:OR COMBINATION OF(WHERE OCCURS) BUILDINGS IF L, rril / I �� I \ iii, _1� I�:�I� nR'""� '""'� \ {� ® _ .I - CONFORMING TO THE M05T STRINGENT REQUIREMENTS\ \ II- Ir •i iM I \/ / / - \ \ \/ :.I ;I� -I I / 2 3 4 5 II � � OF EACH. SEE CODE ANALYSIS PLANS FOR SPECIFIC NAMES C I I— 1 i��l / / / 1 \ \ \ �r / -I I C OF IBC WALL DESIGNATIONS.ALL WITH FIRE RESISTIVE i f f o o I ' '11 OPENING PROTECTION AT DOORS,WINDOWS, DUCTS(WITH ` UNIT 1 �� \ 1 UST 3 / / I B4A I \ \ •\ I / � UNIT 1 EXCEPTIONS), PENETRATIONS,AND PROTECTION AT FLOOR PLANS / \ \ \ / / I 1 s \ 1 / \ JOINTS. SEE WALL TYPES, DOOR AND WINDOW SCHEDULES, �_� � i UN q/ i tid _� MECHANICAL DRAWINGS,PENETRATION DETAILS,AND �' r \ \� I I 1, W A Ilk 4--/ _,...1 _ �� JOINT DETAILS WHERE APPLICABLE. �� \ „, / I ark \ r�� � 1-HOUR FIRE RESISTIVE WALL:WITH NO OPENING l ,,,, N PROTECTION REQUIRED AT DOORS,WINDOWS, DUCTS, J F ® \NI / / 011 \ \ 11111!�/ (} 0 �I Tr PENETRATIONS,AND JOINTS UON.SEE WALL TYPES. !I ' I— 11 P AI I I— I I P II 1 111 81:2 1 0 . / �� - - ,� ill I . NONRATED WALL:AT NON-BEARING INTERIOR WALLS WITH ■4�1 _ �i�■ r�, °� NO OPENING PROTECTION REQUIRED AT DOORS, II I 1 PA IIIrC) '` -� IF Ii1 ��s 11 1 II ��r •1 IIWINDOWS,DUCTS, PENETRATIONS,AND JOINTS UON.SEE 1 _II I_ I 20 WALL TYPES. SEE STRUCT. Am 7.1 11. t m II • I IelliLL Jj , •334 CI _ ....___) .1 __ mii-m- --(m _.___._ _ 4111".- re - T 01,4) iriiii== io 1 20 MEE I It III II_ ., 1.r... .r ..... ..�.: I •501 •334 �� I ,, �� II 1 ■�`J�I6T arez Ill -. IIll `' _ ■1 � � �■ II BEI 2c� II V R \ 1111 / , .. L_ 1 I J � I I � II ma -t ® 14; / \ \ V — _ zr / ,5�3 .0� ® 7I r 1. I BLDG zo NI / \ / \ — — - 8 TYPE A3 .w / /\ UNIT 3 UNIT N l rt . , [ \ UNIT 1 /rit E 1 / \ \ III / / \ \ / 3II \ \ \ I I / III co IC ifillPHINWA / / / \ jII1I I I f11f� LAWN.BY: — M ” I I ,MII♦I \ \ \ / / / �a.I1 iTrr\i< I \ HTE ISSLIEDK 12/11/15 4.21.15 - I i_ •r .rlE� 1 I =Mit 111 1 . / I1`. r.�1 �� �� =MI = L r=� v- I L�� t/ NMI IMI 19 la • it U4 — — I�� _�� _�,___-■■-�... i ■..��-AI ���� ��I_,,_�Min = -L I — X03 a / , �\ i"s �� • +�I I 11111.1 it. I• D54 �D5 � I *41� I3S,y �\ - S l / \ •. ==Atm. ■�� / \ `' / i. ° DS I I II I DSi \ 6, G,, — — — El IP 1 . -A—I J — C . ,,. ._‘, — i DS �.. D El Ed\ \ — ; _ h. 18 6, 19 11, 18 )6 20 '502 •502 L505 •502 I I / r 1 i• I r 0 SIGNAGE LIGHTIN PER 6 ELEVATION COOR (NATE WI OWNER SWITC TO L. a PHOTOCELL TYP. a SIGNAGE LIGHTING PER W/OWN/R SWITCH TOON TE KEYPLAN A 332 O 2. BUILDING TYPE A3 - THIRD FLOOR PLAN PHOTOCELL TYP. SCALE: NO SCALE SHEET: % SCALE. 1/8"=V-0" LRS Architects,Inc.©2015 0 N 0 E y GENERAL NOTES LTS A VERIFY ROOF DRAIN LOCATIONS WITH STRUCTURAL AND MECHANICAL. B DOWNSPOUT NONLY. COORDINATE FINAL LOCATIONS AND SIZES PER PLUMBING I T E T ' DESIGN BUILD CONTRACTOR. 720 NW Davis 503.221.1121 C SEE DETAIL 151A402 FOR VENT STACK PIPING ROOF Slim 300 5032212077 D PENETRATIONS PortlandOR 97209 volAvirmsvhitects.cum KEY NOTES _.... )*°)AR% O 1 BUILDING LINE BELOW � 3540 ,,/ n DOWNSPOUT&GUTTER t-• DANIEL C.PURGIEL O3 RIDGE VENT.SEE 11A406 to � —3 PLYWOOD CRICKET, SLOPE e"TO DRAIN MINIMUM. O t) PORTLAND,OREGON ,. . LINE OF DECK BELOW `. 41 OF Oli(c CONSULTANT: LEGEND ASPHALT SHINGLE SYSTEM(6 IN 12 SLOPE TYP UON) OVERBUILT CRICKET 2X6 @ 16"OC W/WOOD SHEATHING /1/1) A D =tOVER AT MN.1/2"PER FOOT SLOPE UON AT BUR,3"PER BCO © © 0 FOOT AT ASPHALT SHINGLE ROOF WATERPROOF COMPOSITE UNDERLAYMENT TYPICAL ROOF INFORMATION L. z J cc 1 I Icol I I I SDS DOWNSPOUT a GUTTER W/CONTINUOUS EAVE VENT BEHIND.SEE 4/A406 1'-9 114" /4. CONTINUOUS ROOF TO WALL VENT 2`-0" DS I I ® 2'-0" I I RIDGE VENT DS mIIIIIIIIIIW r, 41 _ _. _ GraimeiTh it o [V � lir STAIR I iii =� '111111111 I STAI '�!�'� 1-11M311111Pri.L N AL 2'-0° I z'-o" I :1!:LN 40 I I o Ds I I I Ds CV '- L. 1Ai ARM : 0 _ �i •� �°` 1 tarwir� o ATTIC VENTILATION CALCS 6:12 0 I _, ' ` LOPE •- 6:12 6:12 PROJECT NUMBER 215079 g a SLOPE SLOPE�y I BLDG TYPE w Al \. is � �`0" � 12,454 ''sf total compartment area Tigard Apartments �_ — _ I U 3 UNIT 3 _ _ — — ccii J _ ®� 6: ®® _ O v 41.51 sf 1/300 area cL S 'FE.: 0/•.'7't a50%hi h r uired oI I 29sa.s6 S .ins 135th and Scholls Ferry, UNIT 1 q ventilation • 6:12 2,988.96 sq.in 50%low required ventilation Tigard, OR " p SLOPE 1'-0" 1 rQ 0 I ..: 3 11 ./ 20'-2" , BLDG TYPE I I I I I a' 11 0 _ _ MIRROR LINE , . 13,276 sf total compartment area RI s; E .. 1 •I I 44.25 sf 1/300 area 1 1 1 1 I: 50%high required L 3,186.24 s .in q ventilation I ri 3,186.24 sq.in 50%low required ventilation i UNIT 1 ri BLDG TYPEH OLLAND — �—� — ! I I —� —� A3 PARTNER 10,382 sf total compartment area GROUP UN1 3 UNIT 3 1111 Main St#500 A, 34.61 sf 1/300 area Vancouver, WA 98660 50%high required Phone: 360.649.7888 v2,491.68 sq.in ventilation / oILJANI411 '• 2,491.68 sq.in 50%low required ventilation SKEET TITLE: 4 — — Litlik - — I �' I � I 1 BUILDINGS 1 I BLDG TYPE • I— — --I — A4 Z 37455 ! 1 li 1 1 I 1 , I 11,448 sf total compartment area T 0 - — — — — _ AL, STAIR ;�e _ _ 'moi STAT -I h - 11-411111 - - - - - - ROOF PLANS fir -111iniiiiiliti 38.16 sf 1/300 area PROVIDa KICKOUT FLASH' G 50%high required AT TOW'R ROOF TO WALL 2,747,52 sq.in ventilation 1 I 1 I TRANSITIONS,TYP. I 2,747.52 sq.in 50%low required ventilation -SEE DETAIL-(- BLDG TYPE A5 11,604 sf total compartment area 38.68 sf 1/300 area 50%high required 2,784.96 sq.in ventilation 2,784.96 sq.in 50%low required ventilation 1 BLDG TYPE A3 ! DRAWN Fef: ____ o \ DATE IED: 12/11/15 D r oc. ���7111 •f7 + Q J ti; — C=1 Z 0 m CO' W'' '' —c m 11 U CI tl 1mC I 1 Itl E 11 C= =1 L:=1 m n u� 5 N 0 I 1. BUILDING TYPE A3 - ROOF PLAN SEE 1/A313 FOR TYPICAL INFORMATION KEY PLAN CDd li SCALE: 1/8"=1'--0" SCALE: NO SCALE 1 A333 o SHEET: E LRS Architects,Inc.g 2015 v S 0 1 GENERAL NOTES L riliS A PAINT ALL NON-NOTED MISCELLANEOUS ITEMS TO MATCH ARCHITECTS • • ADJACENT REFERENCED FINISH COLOR UON. ' 7420 NW Davis 503221,1121 St B SEE WALL SECTIONS FOR PARTIAL ELEVATIONS NOT SHOWN. Suite 300 503 221.2077 6 C SEE DOOR AND WINDOW SCHEDULES AND ELEVATIONS FOR vVmW irzalthitectsicom ADDITIONAL INFORMATION. A B ID c-DD 0 CI D WINDOWS TO ALIGN VERTICALLY,TYPICAL UON. UNIT 1 UNIT 3 UNIT 3 UNIT 1 � � UNIT 1 UNIT 3 UNIT 3 UNIT 1 _UNIT 1UNIT-3 UNIT 390- UNIT 1 '40- 4"-v 3540 'DANIEL C.PURGIELn adow.,,,--3 2 18 19 a� 20 •501 502 > 50 7 '505 > '502 > 5 tf` PORTLAND,OREGON WOOD BRACKET I „ „ :• :: A406 COMPOSITION SHINGLE i I ! f: li ; • 1J ROOFING,TYP OF O ' .e •A>•.. w..,,.�.:.. j.1:. '..;1. ,..��.� � .�..s• ..� �-" 'i i 6,•i E; :1..i... .>.�:5•' .�1.i:;rs.. ;.l.l < '.. ..- --. r �. e � ,.. ..a•..ri lrji..' .�...�F.�E fd .EL3 5,.,1.l.F.( i i 1'-43. E `�.:. iA.-- '�. •..f..f-.....i 'i� --I. .r_,.:E .:a.:,.e .� .:5 i- r�' S-l.-;, i� `..b. �� �` .�' ' E i r ii .: fi i i � =.1= 1 I E 7 I 1• E E CONTINUOUS METAL GUTTER I1f V..�1 ,. ���...:.;��-.. �1 L �. . ..�. L ;.[,� `1.� ::��f. �� �.:� .�.�.,� � =7 ` .I v �.[�..• :1 '��: '.I� � �[� �� 1 co uous q is iE • ,�, l LIIr _, •. .. r-�ILI ,. � A1. .r.Ej. r� - � :v -n,� , ! � �. r. ...-�—.:., �.�..-` . , .s�,., .Y..:.:�.-, ••,.'•V 4.., •:;—,.. .,' Y .•�,E._•..,�,lrE' `-•,,i'•:�•-. AND DOWNSPOUTS I 1 E �is ,.li I ! ir ...ii. .. g : )i..1 OF DOUBLE PLATE • ' i l l : !! t: :: : :, , .. . . . iiii � i! i!� •_� '' li`fi':``� : ,, _ .�, .—i .Y E :'T I I ..r.u...-7 �' I ':t-„�i''•':•' '.i E'- ri � r .;,.{•.,.��1�' �..;— T i ! 1 ;T � ... I I1� — NSI<lLTANT: "I o f I I. 1 iv 1 .._I . i`i{_ _ 11 � ... .... . �.'i,77II'_��s .z- , ., ..,.r •..t,.... LLi]...... �� �.' , 1. . �.i 1 ..��. , . '-? r i4 �.4 Y ,�[, .. .v r��itN� .. .r :_1w.�.. .. .. ;.� ...:-;. ��1'Ti'yr� � 1• .:,�....' I 1 I. I I• 7 I :i` 1 I €.r .. .fir: ` ,. : is }• .,_3:�-:,.. .,-.-...-,µ-.-- r- -1, , 'I .. . ..w�FI"'S..17:: :? 3 `"""t""-r ,: E7 (f-!t 7 r•,-; - r' iqJ. - �_ I TOP OF DOUBLE PLATE -` I _--...—_.__ — — - - — � — �•rF�`.. sw.,, �^:^..••rr-.. .r�. ,.�... :r,. �.,N.. .-T .,....;.�..i .. , . r�r'•� t: �°�'�'` � I.... t • it: zi. 0 ii 1 1111 ■ ■ r1 rt . __To o E_:, I:ift ! +{- a n ©I© .__....Ti r..._. T ? -.._-1 rl__...... T rl T t{. ! _ 1 1. T T 1+ En t+r ? T ,! I!L : T., 1 r+— �� r I .__, _T .,____...._...____ I r,, L_ I !,_._ � I 8 HORIZONTAL LAP SIDING,TYP 11111 1111I111IIIIIIIIIIII 'I 'I r t+i r I i _„.1 i 1 - I I i T;t _ _ 1111111111111111111 TOP OF PLYWOOD i i' _-- ,1 I w _ F __ __- I F 1. _- __.-... _ i -___ - - _ _____ N - .,...._...,.._. 514x4 CORNER TRI TYP I� —i-T I t - M, t Ih 1 -� ; -. .. 11 I it IE11��11 it 1 I E_. ................T. . . t 4._....—r_ Ar r _ — 4 it — i- .._........... ,rr; DOWNSPOUT i i.l +}' r t. p . IfliiiiiIir ____ __. T ■ -i, ,_- ..71',';:-.111 s., En a T T t +r T T .. ... T T I I , T T _.J .1 - E© - - — ?rIR 1 _-- A3 -_. -__-.1 r.. ,-..._ } _...._ T T iii_._.. T T _ T a lF YIFYI 1MI 5"HORIZONTAL LAP SIDING,TYP r - I II--_ 1 1 TT ''., + TOP OF PLYWOOD 1I t_ 1 _ __ — I -II -- 1111IIIIII �, - .1.........._.._:___ 11111111111111 1111111 1, _.__...... _ -- -.-. - - - .,__,...,.,_._..,.,.,.,., = I; ....................... SIGNAGE WITH LIGHTING m� 1* _ , rr __ _ ii 4,0 IT I r +r �I I' ." ii ::.; Tr '. �^. A 41 I �C I.} I ---- - Lii a ___1 .,L- r �! SIMULATEDSTONEVENEERc, (IIII II 1 .I ��tt t :. �� l- © © 1 1r IIII� +- - .......... . .I 1 C T T T T i till--I - . I" ■r, .. I E - I Tr T LEGEND ,. y I , 1- - . T T T T T 1' —_1.1.1 — i. Ila„.‘,.R TOP OF SLAB .. F �. ��....._.....__r �� - „ E / ti +i — ::•' III I ___ r IDS DS DS DS DS DS I E EI i• i _ -., r 1 1 1 1 FIBER CEMENT LAP SIDING(B"REVEAL) DS DS DS DS DS DS DS DS EXHAUST VENT,TYP M. s — MI EXHAUST VENTS TO BE 3'-0" SEE DETAIL 20/A402 SPRINKLER CLOSET WHERE OCCURS, FIBER CEMENT LAP SIDING(5"REVEAL) MIN CLEARANCE FROM SEE FLOOR PLANS FOR LOCATION SEE DETAIL 6/A403 FOR OPERABLE WINDOWS,TYP MOUNTING BLOCKS AT LIGHTING WHERE OCCURS : CEDAR SHINGLE SIDING . SIMULATED STONE ' I COMPOSITION ROOFING PROJECT NUMBER; 215079 Tigard Apartments 135th and Scholls Ferry, 18. TYPICAL SIDE ELEVATION Tigard, OR SCALE: 1/8"=1'-0" 14 HOLLAND 4 PARTNER O © 0 0 0 0 0 0 GROUP UNIT 3 UNIT 3 UNIT 1 UNIT 1 1111 Main St#500 UNIT 1 UNIT 1 Vancouver, WA 98660 UNIT 3 UNIT 3 UNIT 1 / UNIT 1 Phone: 360.649.7888 UNIT 3 / -__UNIT 3 I I I h. I 19 a SHEET TITLE: A503 r A501 EXTERIOR I I I1 COMPOSITION SHINGLE ELEVA TIONS N. ROOFING,TYP 'I� "441%*._ A CONTINUOUS METAL GUTTER • ...•.. u .:'r i.... :� .�_.I 1 I?.I.0 E. !. .=.s'..1 1 t...:•. `. # .L.', ,__ AND DOWNSPOUTS I is 11 ' !"..§Okin ,vi; TOP OF DOUBLE PLATE TOP OF DOUBLE PLATE ! I•..:. ..7 ti. ,. . I r.;. '... .: ,_,..,dl J • . . ..1 r: (-`, X ; ' - •: '_1 i ! - 'r. . i-.,i... . �_. . jir 4 o —I. .-. ,ai �- _ , I :� : . Y .i..,,,,,_41_,,,,,,1_,,,.: _i 1.■ STOP OF DOUBLE PLATE TOP OF DOUBLE PLATE al�11� _ 1 f' r' `" ' - ��, Oil II 1 %II . 1111111 1 -1 f I I 1 _r 1 ____, . a 1• .... .. elm- 9 MI I III I 11111 11111111 1... lli LL milli 7 II TOP OF PLYWOOD - - - _ _ _....._.. TOP OF PLYWOOD II IT 111111111111111111 { --itrosiimmust _ 8"HORIZONTAL LAP SIDING,TYP - II 1 If ■ • 111111 1F-1 1 11E ■ ■ 5!4x4 CORNER TRIM,TYP i 111111111 E. Nvilli -._. _-� ------ ---- - _ — --- .__..._.__....._... ----- " i� .....++. ! •................ ....»»»,.. .. ..... �,,,,n..i II��IIIIII�II�lllllll�flliiii� DOWNSIA mm- - ■ TOP OF PLYWOOD 1 A _111It I!IIIIIIII1IIHIII_______44 TOP OF PLYWOOD � ...-..--...-----.-.-----...--.-_.--..-_ -.- _•__.............-_._ I IIIIIIIIIIHIIIIIfIIlllllllllllli� OIZONTAL LAP SIDIN P� -" -"--" -- — BLDG i I 1.4 s Erillll�f�,. a r-,.v x *514 1 _.._._.._...._.�. 1 Armi 11111-1 ■ :. ■ ■ Eri f O. j:. ■ ■ Ql i _ _ — -_,: : TYPE A3 -TAI _.. _-____ _- '11-114111l� SIMULATED STONE VENEER .__ -. _ PE 50.00frAtic,s, ,— ti TOP OF SLAB — - "" - _ r '_ - -TOP-OF SLAB i � 11 i-- _ DS DS DS DS DS DS DS IDS � [TATE 1SSUEI 12/11/15 4/21/15 EXHAUST VENT,TYP SEE DETAIL 20/A402 20. TYPICAL END ELEVATION SCALE: 1/8"=1'-0" SHEET: A334 LRS Architects,Inc.©2015 A B O D 0 a 0 L__ rs I I I I TYPICAL NOTES ARCHITECTS (7 ) 720NW Davis 503,221.1121GENERAL NOTES �� � 503221.2077 � Portland OR 97'20B www.irsarchite co n I I �� A CEILING FIXTURES ARE SHOWN FOR REFERNCE ONLY FOR O COORDINATION WITH CEILING FINISH SYSTEM.SEE d POW / � /a1i , _ _ „�„� 1 _ _ MECHANICAL DESIGN BUILD, ELECTRICAL DESIGN BUILD AND OrAillr � � dr ' __ - ,:_1/1 1/_, C IUB SPRINKLER DESIGN BUILD DRAWINGS FOR ALL CEILING�� ® /� Ar < I!rI 1 J I �� FIXTURES&TYPES. � � C 01.=...1r= / r =�• er -- / B RECESSED LIGHTING TO BE ELECTRICAL DESIGN BUILD. SEAL ,N 3' .�Ar T � I) I AROUND ALL RECESSED LUMINAIRES INSTALLED IN THE w DANIEL C. PUf3GIEL — � All BUILDING THERMAL ENVELOPE, ALL RECESSED LUMINAIRES � ,,,�411 41 e I IIVArAP21� ARE TO BE /GRATED AND LABELED AS MEETING ASTM E 283. O � I�IIi., _ I_. Ji. I /JIB® — _ J.��i0/Wil®►li i ►� �� I ve- -----=-7....==_.7.1,,, ' r....._...„, ==h9Timm74;pr �� ..�.. .1 I, - -. _- _-.. __ ALL RECESSED LUMINAIRES ARE SEALED IWTH A GASKET OR PORTLMII},OREGON . I6 CAULK BETWEEN THE HOUSING AND INTERIOR WALL OR ':.= �yi __ . .r� -- ;,.,J ,/, wry oI� i _ 8-0 �'rCEILING COVERING. A. " ckv 0 ,4 1 Al �I� 7.0 �� C SPOT ELEVATIONS ARE FROM FINISH FLOOR TO SURFACE `� ��II I 1 FINISH OF CEILING AND ARE ROUNDED TQ THE NEAREST INCH�� I Al I 1111111101111111111 I r.:� iti,„ � itili ���� TYPICALDALLCEILING HEIGHTSARE TIGHT TO UNDERSIDEOF FLOOR II _ FRAMING ABOVE UON. CONSULTANT: EnimaempiFF- + UNIT 3 "I___ ]_ L _ UNIT 3 i 'FO A‘WO - �'� E SEEIi::::::::.,,•:::::J -,..,......... . -4, + -I-- r UNIT ELECTRICAL PLANS FOR MORE INFORMATION i .__() fi + + + + + / �. + ; 1.. 1110" 1 F EXHAUST DUCTS ARE SHOWN FOR SUGGESTION ONLY. SEE . . . '. . • + + Ilk. -M. MI 1 I C8' 0) :1 + + [8' 0"� MECHANICAL DESIGN BUILD FOR MORE INFORMATION. /1 ::...:•:-..-.:::.:••:•:•::•:,.. �J P } + + + �'///1 1-7--- - I : + . �� + E _ 0 G SEE 116"PLANS FOR ACTUAL ROOM ORIENTATION. o + + + 1 II T 8-0 L -- _J-1, ... 0_ - -I • ...) + i c) V/ F a �,- • • • �._ a- - - _-� -•� - - - � .....77.:,....: _ + � L_. � _ �rte' _ r �. 0ii: KEY NOTES bid+ -- --c ; 1 AJ1I ,,,,,,,,,q , + + �O , �■ T + 1 CI— -1 , _�I / + 4. *M } pl. ow I I ® III I O2 SOFFIT TO UNDERSIDE OF CABINETS.SEE INTERIOR r : _ 1 ELEVATIONS _ _, „ El V ji ff O3 FLAT SOFFIT 7/://// 11111rWaid LiiI0 UNIT 3 .� UNIT 3 I �.; 1 +t V .L. -;FOP �= CONTINUOUS SOFFIT VENT pm priL411111 T + + +J 10 41 11 11 ILO: ' t,., ,, -41,461Alrl lir=AV 4 -4 l -- —�, — I JP � , A4... . .• � Jli� �A..4. aAi _I A,,--.... II 001..._004, I. ,/ 11 ii ' „ ,_ i„, - —I I• _ �'�f it APROJECT NUMBER; 215079 O AO / /,,Ltd a � A lir /ArrAv Pr IDA J i �- �► /.�►.IP i AI r / 1 LEGEND Tigard INTERIOR NONRATED GYPSUM BOARD SOFFIT OR l and A artmenis NONRATED ONE LAYER GYPSUM BOARD SUSPENDED • ." CEILING SYSTEM. I I I I I I ) ://// CEMENTITOUS SOFFIT AT UNDERSIDE OF STRUCTURE 135th and Scholls Ferry, Tigard, OR 4.«.r¢,. EXTERIOR GYPSUM BOARD SOFFIT 1. BUILDING TYPE A3 - THIRD FLOOR RCP >< HVAC SUPPLY SCALE: 1/8"= 1'--0" HVAC RETURN v FLUORESCENT LAY-IN LIGHT FIXTURE A ci,-) O l J 0 0 O ® RECESSED LIGHT FIXTURE-MAINTAIN 1 HOUR RATING AT �� FLOOR/ROOF-CEILING PENETRATION WHERE OCCURS.SEE -/A7.- I 4 - 9 WALL-MOUNTED FIXTURE I I I I I I ITYP I CAL NOTES Q FLUORESCENT PENDANT FIXTURE HOLLAND /� �. I T 0 T I FLUORESCENT WALL-MOUNTED FIXTURE PARTNER T 7GROUP O PENDANT LIGHT FIXTURE 1111 Main St#500 EXIT SIGNS(W/INTEGRAL ARROW WHERE OCCURS) Vancouver, WA 98660 I I I I I I FLUORESCENT SURFACE MOUNT LIGHT FIXTURE Phone: 360.649.7888 O Tr 0 FLUSH MOUNTED CEILING LIGHT FIXTURE D --ti- 4- SEMI-FLUSH MOUNTED CEILING LIGHT FIXTURE SHEET TITLE: /1 Ii. T I 'r I7 t `' - ® PENDANT FIXTURE BUILDINGS NGS I It I I1 1 I r d I 14 I 1 I I . RECESSED MOUNTED CEILING LIGHT FIXTURE-DO NOT 2,3,4,5 0 __ . _ - ► + + + +, ;f - -/ ir � : � : + — PENETRATE 1-HOUR FLOOR/CEILING ASSEMBLY. er I I 1'-3" Q WALL-MOUNTED FIXTURE REFLECTED �; . f i _ --F...___—. 11 + :: CEILING PLA N I 1- + + ~ + + 1- ':� :� + + - 2'-1�i I + �� s►f INDIRECT FIXTURE UNIT 1 E + •� 1 I=�{ 8'-0" } + UNIT 1 i PENDANT LIGHT FIXTURES (SIZES VARY) r } ® HEAT LAMP/FAN/LIGHT •_1, 1- + + ± + ..t: I ' + ,+ +. +, +, + ` ? I 8' 0" ► + + -, + o a v TRACK LIGHT UNIT 3 _TlUNIT 3 r1 � °� + + + 4.... III L - - •. - + +© * 1 a ® UNDER CABINET LIGHT ____ -----,” :..:::•.±:_,.: 1---.-I -, + + + .1. -:,.. := + I I + © ;- + -;` c.§ 92,..? CEILING FAN I I . 1I 0 ' I I I I I ' 0 + + 9 �B'-0� $'-0" + + — + — 0 1 HOUR 24"X36"RATED ATTIC ACCESS DOOR ASSEMBLY r-- - + + + + a C7- - I I i I 1 + + + -= - - (71- ;21 rt'-0':+ 4 4'-0" ' :11.18'-0' -i C'-0') 8'-0" 8'-0° • - ii; , .. ..o..-...,...----1 . ... .. - . + + + \+ 0 ÷_<-_-1_ _ ____ -'-'"-- -------______J , + 4- + ; I BLDG 0 - + + + + + t 0 � 7.17+ + + + + + oa I , I I TYPE A 3+ + I rr ... r + + + 1 1 + + il tft DRAWN ELY: a. �-�. + + + + ;.: + + + + PATE ISSUE 12/11/15 N/2"- —1J,1:1 It -- /, 1:.: 4- + i + + 1 I. UNITS t_I UNIT30,0 + + + + + I.1 t + + UNIT 1 + + + 1::1 + + + + i UNIT 1 [.) A I I 1.4 11 I I 1`I IS111 I CJI ■ s I �� r I :4 I I I 1 i --- - I _ ii O O 0 -111---- —7 El n0 g 0 0. a f A335 m SHEET: EK LRS Architects,Inc.©2015 m 2. BUILDING TYPE A3 - FIRST AND SECOND FLOOR PLAN n SCALE: 1/8"= 1'-0" A ® co D0 0 I I 165'11/2" ! I , GENERAL NOTES LTS 28'-11 1/2" 8'-0" 45'-11 1/4" / 45'-11 1/4" 8'-O" 28'-11 1/2" A ALL PLAN WALLS SHOW FRAMING ONLY UON. NO FINISHES ARE A I H I T E TS DRAWN.ALL DIMENSIONS ARE TO FACE OF FRAMING UON OR 73 NW DaVis -503.221.1121 M CENTER OF WINDOW OPENING,COLUMN,OR GRID.EXTERIOR 18 2 DIMENSIONS ARE TO FACE OF FOUNDATION/FACE OF FRAMING. 'S1lite 300 303221.2077 D VP . 01 DIMENSIONS INDICATED AS"CLEAR MINIMUM"ARE TO FACE OF - - - DS — — I DS — — — — I — — FINISH. P w,Nw.lilesom III r DS. ROOF r■ • �D - B ALL DOOR OPENINGS PERPENDICULAR TOA WALL ARE 5"TO .DS BELOW 4" • !� 19 DS THE WALL UON. �' ; ��i'!� �l enC ALL WINDOWS ARE TYPE0UON. QtL9 ARC. MM Mir PI== �� D SEE AOi SHEET FOR STANDARD FIXTURE MOUNTING HEIGHTS3544D5 �� �� ADSI I DS 1 �'� �In fili==-----.1 _ AND REQUIREMENTS UON. r� _ _ DS. lir .t�� I __ __ .. __ ___ ��. .D5 f P R IEL 'C© — D5 x �� �� ' -- -- x7 D5 -� DANIEL ,. tt Gxi DS DS� x ,�■� •7 i�� =IS= == ��i :� �■ E SEE SITE PLAN FOR BUILDING ORIENTATION • • ' �� 1 -- ' F BULLNOSE ALL GYPSUM BOARD CORNERS t PORTLAND,OREGON , .Il- IIm. II GSEE UNIT PLANS FOR INTERIOR WALL DIMENSIONS1 iipill UNIT 1 I� I I UNIT 5 B4AI�I UNIT 1 ; eitOF 0- il, ''\>.. 1 © IH LIVINGUNITWALLS:BULLNOSE CORNERS.SQUARED CORNERS ■ , .�.,1 — UNIT 5 _,_ I _■ ASBASEBOARDEl All ("---- „,A 0., CONS ill = I-. ; J AIIt „. ”' IILTANT: I r • �� FmI_ � JxC m o � • 1t' _ - r _ KEYNOTES I111 B6A _Q I I I •C �m 20 - - 0 i. I16T 1 s 16T NI I I � OFIRE EXTINGUISHER CABINET.SEE 101A406 .� N, 1 Y 1 Aill W. M._0 ■ !! lig _ p�� - T I I I �� f ►'- - `� �-- - I ■ 1 © I -=III - O2 20”x 30"ATTIC ACCESS PANEL.COORDINATE LOCATION AND GI - _ - - . -o,- ORIENTATION WITH STRUCTURAL FRAMING e r �� I ® It� -�e� irl a I U .� 1 O LINE OF STONE VENEER VI= ST AS - -MLA m I I I41 ; LL NI MI. 1 20 Illhih rJ I I I �, I ir Ow ° r � L Iw ° � O MI / 20 , 1 " 11 iikI _7 .�. L 503� NI 1 ■,ti t=ipM 1 ,4 0 r.,1 kr o CflME __MI ' — UNIT 5 UNIT 5 — . — Nlir> "1411111 --II : 'i WALL TYPES �� I I�' A EXTERIOR WALLS: 11 igill 1 ,� EXTERIOR WALL TYPES VARY.SEE EXTERIOR ELEVATIONS ■= ' j M� M- MEI -M ' . ■ ` 19AND WALL SECTIONS FOR LOCATIONS.UON, I ... ....! D5 % x . -- -- ��. --- !DS DS! -�o�■w w��� — -moi -- .Is_ x K �� D4 — — - -- -- _ [- - 503 — TYPICAL WALL WI 51DING SYSTEM IS TYPE 6TDS' �� '�1• .. .. ME rt• n -DS 1 E 1 DS DS I I � I DS�� ...... ; �� �� TYPICAL WALL W/SIMULATED STONE SYSTEM IS ill II TYPE Z6T— I:- .. gh ' i........ ...- - J 17 1 E .DS I - - __•. - - -- �� 1 DS. .403 TYP -TYPICAL WALL W/ASHLAR LAYOUT 36T ' CONCRETE MASONRY UNIT IS TYPE 1 E 0 - - - I - - .S DS'- - - I - - - - - DS DS - - - I - - -TYPICAL GARAGE WALL IS TYPE 6 I SECT NUMBER 215079 19 18 18 20 B INTERIOR WALLS: 502 r '502 r '505 '502 r A4 r r r r -TYPICAL INTERIOR WALL IS TYPE . S . Tigard partmenis -TYPICAL CORRIDOR WALL IS TYPE 'B 6 6A -TYPICAL SHARED UNIT WALL IS TYPE f5A . 135th and Scholls Ferry, (y 1 HR RATED AT BEARING,NONRATED AT NONBEARING) Tigard, OR C WALLS WITH WOOD SHEATHING: I. BUILDING TYPE A4 - SECOND FLOOR PLAN -FOR STRUCTURAL SHEAR.LOCATE WOOD SCALE: 1/8"=1'-0" SHEATHING ON SIDE OF WALL WITH SAWTOOTH LINE AS INDICATED.SEE STRUCTURAL DRAWINGS FOR SIZE AND NAILING SCHEDULE. A133 CO CEO0 0 0 _ALL EXTERIOR WALLS W/WOOD SHEATHING FOR STRUCTURAL SHEAR ARE WALL TYPE 1 6T UON. 1 E -ALL INTERIOR LIVING UNIT WALLS W/WOOD SHEATHING FOR STRUCTURAL SHEAR ARE WALL TYPE C6A UON. I ri t 1 165'1 112" I ' .1_S_ 28'-11 1/2" f 8'-0" / 45'-11 1/4" f 45'-11 1/4" ie8'-0" i 28'-11 1/2" / HORIZONTAL ASSEMBLIES HOLLAND 18 6 2 A SEE WALL SECTIONS AND CODE ANALYSIS DRAWINGS FOR PARTNER V� TYPE,ALL WITH FIRE RESISTANCE OPENING PROTECTION BY GROUP A407 '501 SHAFTS,ASSEMBLIES, BY EXCEPTION FOR DUCTS AND CI DS DS1111 u 'S. - - 4.�U" - D I -iti I - PENETRATIONS. VancouMerl, WA 98660 h UP 1111111�I ■ FIRE ,9 TYP 13 • Ir 111111 UP D Phone: 360.649.7888 F._ mins —1 SPRINKLER 4� ■UUUIIU q _=-_-----,I� ROOM �!---- __ LEGEND -� © O -i SHEET TITLE: IIS-_ . zri - "IIII D II DS I - -f I Fil , Ilk I DS VI 1 HOUR FIRE BARRIER, FIRE PARTITION,OR SMOKE © - - S' ' ��. i �.■. � DS - - r — BARRIER WALL:OR COMBINATION OF(WHERE OCCURS) BUILDINGS I - .IDS I _— DS i mai DS CONFORMING TO THE MOST STRINGENT REQUIREMENTS • DS7 IL - ==.2=�_— L_ �__ OF EACH.SEE CODE ANALYSIS PLANS FOR SPECIFIC NAMES - -ci - _ OF IBC WALL DESIGNATIONS.ALL WITH FIRE RESISTIVE �7 II - UNIT 5 OPENING PROTECTION AT DOORS,WINDOWS, DUCTS(WITH FLOOR PLANS 11 I EXCEPTIONS), PENETRATIONS,AND PROTECTION AT ' ' : I ADAPTABLE B4A ` ` ' ' ` �i ADAPTABLE JOINTS. SEE WALL TYPES,DOOR AND WINDOW SCHEDULES, 1 ■ r TYPE B 1 is 1 ■ : —', TYPE B I MECHANICAL DRAWINGS,PENETRATION DETAILS,AND ■ A I F ____ 7 _! All I JOINT DETAILS WHERE APPLICABLE. I ri _li • 01 HOUR FIRE RESISTIVE WALL:WITH NO OPENING L gli iK1 = PROTECTION REQUIRED AT DOORS,WINDOWS, DUCTS, rte. PENETRATIONS,AND JOINTS UON.SEE WALL TYPES. — i" ® T — � I ><1I 1 J • ® �I I�� c� 1 I ° T — -h--, f— T_ iii_,,, 11 NONRATED WALL:AT NON-BEARING INTERIOR WALLS WITH T kL 1L — — 111, i• 1" �.A7°•1:1,1! NO OPENING PROTECTION REQUIRED AT DOORS, T ! .SEE � WINDOWS,DUCTS,PENETRATIONS,AND JOINTS UON — �� — — ir— � IIr--IC - - 20 WALLTYPES. SEESTRUCT. qr 0 Aill= ' —I �� • �� 171%PRI L & L _Li_-_ , III S ■ � � MIMI, �f —� • mialmN . 0 _ „.... l.t3 f • ��. x Ylir ® r 1111 1� ��IIII.II.1111117 =it��- r.7 NMI I 1. 111 I 1.11.2 .11.. I I 111111 � I '..., Al I I _I IF I- - -IL _ j 17 - -1 I _ 1 �1: 7 II IW.____, r `501 � I\ J A IISEE A101 FOR VP I � ! �\ • � ° wp li � 0II --� .� 1 ACTUAL ELECTRICAL �{{ I I ISI 1��1..11N� T / 20 \ N1 I �1 J— ' l J 503 1 METER LOCATION ON BLDG 1 I 1 iroil IIEA.BUILDINGI- 1 . , _ ._ I FENN _TYPE 01 I . rIJL - - 1 - • N �,1I1 - ! ADAPT t CiS. . UNIT 5 I ADAPTABLE LUNIT 1 F pli I ADAPTABLE1 IR ! DRAWN BY: _..__ _ DATE ISSUED 12/11/15 ' I_) ) �: TYPE B 11 ■ ' pi ,p '' - q 1111M111 __,__ 1 I - 1*. - TYPE A II -I 7C x x S I IL Ikc a DS _—�J� )S psi __ �-. - - — i I III �L DS _ ,503 DS' DS I -- DS "'DS r - I DS a 'DS II W 0 0 ILMI/ I_Il _=____I it - - == i Lui ■IIUUUU� I 18 I`UUUUif■ J 17 a, s • ■S UP 'f!1”' U �� i Ellin UP D '403 TYP v © - - - I - - - n i� • vs DS'•- - - - - I - - - • Is ` - - - I - - - N. %. ;. 0 h, 19 18 18 )• 20 '502 .502 r MIF '50 i r r r r 0 ; I 1 KEYPLAN A341 2. BUILDING TYPE A4- FIRST FLOOR ADAPTABLE UNITS SCALE: NO SCALE SHEET: SCALE: 1/8"=1'-0" LRS Architects,Inc,0 2015 J 0 0 3 GENERAL NOTES LnS . A ALL PLAN WALLS SHOW FRAMING ONLY UON. NO FINISHES ARE ARCHITECTS DRAWN.ALL DIMENSIONS ARE TO FACE OF FRAMING UON OR 720 NW Owls 503221_1121 CENTER OF WINDOW OPENING, COLUMN, OR GRID. EXTERIOR DIMENSIONS ARE TO FACE OF FOUNDATION/FACE OF FRAMING. Suite .300 503221.2077 DIMENSIONS INDICATED AS"CLEAR MINIMUM"ARE TO FACE OF FINISH. Ind OR 97209 wWwirsartnitecis.aan B ALL DOOR OPENINGS PERPENDICULAR TOA WALL ARE 5"TO THE WALL UON. C ALL WINDOWS ARE TYPE'UON. ,D O ry D SEE A0i SHEET FOR STANDARD FIXTURE MOUNTING HEIGHTS w 3540 "'IAND REQUIREMENTS UON. a�7 DANIEL C. PURGIEL Ez) E SEE SITE PLAN FOR BUILDING ORIENTATION QDatie -4 `a • F BULLNOSE ALL GYPSUM BOARD CORNERS .(A PORTLAND, PORTLAND,OREGON ,.., G SEE UNIT PLANS FOR INTERIOR WALL DIMENSIONS OF OXk * H LIVING UNIT WALLS: BULLNOSE CORNERS.SQUARED CORNERS AS BASEBOARD - I CONSULTANT: KEY NOTES O FIRE EXTINGUISHER CABINET.SEE 101A406 O 20"x 30"ATTIC ACCESS PANEL. COORDINATE LOCATION AND ORIENTATION WITH STRUCTURAL FRAMING 0, LINE OF STONE VENEER WALL TYPES A EXTERIOR WALLS: EXTERIOR WALL TYPES VARY. SEE EXTERIOR ELEVATIONS AND WALL SECTIONS FOR LOCATIONS. UON, -TYPICAL WALL W/SIDING SYSTEM IS TYPE .1 . -TYPICAL WALL W/SIMULATED STONE SYSTEM IS TYPE`2 . 1.E -TYPICAL WALL WI ASHLAR LAYOUT 3 6 T CONCRETE MASONRY UNIT IS TYPE 1 E . • -TYPICAL GARAGE WALL IS TYPE F . PROJECT NUMBER; 215079 B INTERIOR WALLS: -TYPICAL INTERIOR WALL IS TYPE A Is . Tigard Apartments -TYPICAL CORRIDOR WALL 15 TYPE • 6A . -TYPICAL SHARED UNIT WALL IS TYPE C4A.. 135th and Scholls Ferr�-yy,, 1 S •)r (* 1 HR RATED AT BEARING, NONRATED AT NONBEARING) Tigard, OR C WALLS WITH WOOD SHEATHING: A B 4111 CIO 41) CO -FOR STRUCTURAL SHEAR. LOCATE WOOD SHEATHING ON SIDE OF WALL WITH SAWTOOTH LINE AS INDICATED.SEE STRUCTURAL DRAWINGS FOR SIZE AND NAILING SCHEDULE. -ALL EXTERIOR WALLS W/WOOD SHEATHING FOR STRUCTURAL SHEAR ARE WALL TYPE 16T UON. 165I 112" 1 E I I I I -ALL INTERIOR LIVING UNIT WALLS W/WOOD 28'-11 1/2" , 8'-0" , 45-11 114" / 45'-11 114" / 8'-0" , 28'-11 112" / SHEATHING FOR STRUCTURAL SHEAR ARE WALL TYPE C6A UON. I ei 1 S 18 2 A344 501 - - HORIZONTAL ASSEMBLIES HOLLAND DS DS — - NI DS:—�■' [-.-- :..._...._.• DS I ` A SEE WALL SECTIONS AND CODE ANALYSIS DRAWINGS FOR PARTNER II _ _ fl wil �, 19 I Y - / �S f�11 TYPE,ALL WITH FIRE RESISTANCE OPENING PROTECTION BY GROUP �I '407 ��r---- I ! Q SHAFTS,ASSEMBLIES,BY EXCEPTION FOR DUCTS AND '' =m,Mw I II o� PENETRATIONS. 1111 Main St#500 =I 2----- 111L \ / Vancouver, WA 98660 GI - 9 r-4111111 ) \ ��I�' .>• \ I . . ��NM _ /LL. � Phone: 360.649.7888 y / \ ' , � ' x 1 Lira I� \ SIiii !I ME " '� DS\ I �IVJ L. - --_ s I � {I / _ N. LEGEND ;SHEET TITLE: 1I I ==pi au \ / / / / \ \ \ \ /Y ,I==1 I 11 - I �-•• - 1-HOUR FIRE BARRkER,FIRE PARTITION,OR SMOKE 1 I ' ., I — 5—=—< f. / BARRIER WALL:OR COMBINATION OF(WHERE OCCURS) 11 BUILDINGS I c'• fY o I I. 1 CONFORMING TO THE MOST STRINGENT REQUIREMENTS I \ / / B4A \ \ / � OF EACH.SEE CODE ANALYSIS PLANS FOR SPECIFIC NAMES 11 .1111 / N , f N •1111) / / / 0© \ N \ • / —1 , / N OF IBC WALL DESIGNATIONS.ALL WITH FIRE RESISTIVE 1, 6 ._y ' III _ .(- _ I Sp411.I r_� OPENING PROTECTION:sT-ri,oDDNzR,DNwppl([3:Nic_}E:csoivvi DUCTS(WITH ii \ / \ / EXCEPTIONS); PENETRON AT FLOOR PLANS /__ _K — !,I' / \ o DINTS.SEE WALL TYPSCHEDULES, \ � \ / / \ \ ! ml L 1 /2 > ENI . 1 , `" JOINT DETAILSMECHANICAL DRAWINGS APPLICABLE.TION DETAILS,AND IM I4 (7) my ` /O _ �� �� / 1I 1-HOUR FIRE RESISTIVE WALL:WITH NO OPENING ' 1 ",n om �`21" I__i �" L �--� 5.. . PROTECTION REQUIRED AT DOORS,WINDOWS, DUCTS, — I , — — P - _ MI b � 106116.-ortak,i,-A - I. I I I I I' 0C. �© iitiasjit'L / - -- 0ENETRAT ONS,AND JOINTS UON. SEE WALL TYPES. I ,TI II I I _ I Q� Ilt 344 NONRATED WALL:AT NON-BEARING INTERIOR WALLS WITH I 1 I SilM • 1.10 = I I I I I - ®� - M „' * • OI© - NO OPENING PROTECTION REQUIRED AT DOORS, ©� I� ® i \ © © ��- I - -- `= WINDOWS, DUCTS, PENETRATIONS,AND JOINTS UON. SEE -moo,GI — — _ — - — - — — — - — _,4 —- — — — _ - - - WALL TYPES. SEE STRUCT. I'l Irlir(r7N N 1 rt - — Tt ,;)/— — 1 i pgikir)--.I--wii ir-4.- I I I I IIID 'sol 20 / 1. I I I 1 I I. • I \ A344 *Pi 111 US 41 411:111 111F E T NS \ - - - ,�,.. 11111111111 I / ` '503/ — �JY l 1 \ ;4- 1 IIN�. — / / - \ \ / / _ 1 \ — >2 fit,EN BLDG 1 7 dill \ / / \ N N / / \ I \ / I TYPE A4 z �Iii / \ \ / / � i. CI l , ---19 , Il r1 . .:: \ \ \ f I / / / milli • g I7IllA ter: f_ El /k. ; g R f'!= =�° \ I —� _ ■� �`' x x=.11MEN J10.111 I MOM �` 5D3 DATE ISSUE[ 12/11/15 4 21 15 L e _r„ Rai14 4 DS' 1 7,41 MI mil \ Prr All � �� nib s, 7r ..... m_.__ 1 1,1 �� i I VI a ! I I— D—S — — —1 r • m. idas mmi _ I w■■� �I 403 -pip al 344 •D I11 I mi S• E © DS _ff — .� -•- DS U g 19 I 18 ' 18 20 '502 '502 '505 '502 '' r r r r t c' d rn i- .. , 0 an ,n v c . a a 2. BUILDING TYPE A4 - THIRD FLOOR PLAN SHE KEYPLALE D. A342 SCALE. NO SCALE s SCALE: 1/8"-V-0” LRS Architects,inc.()2015 ti 0 a 0 E GENERAL NOTES LTS A VERIFY ROOF DRAIN LOCATIONS WITH STRUCTURAL AND MECHANICAL. B DOWNSPOUT LOCATIONS ARE SUGGESTIONS ONLY. ARCH ITE T S COORDINATE FINAL LOCATIONS AND SIZES PER PLUMBING DESIGN BUILD CONTRACTOR. 720 NW Davis 501221.1121 C SEE DETAIL 151A402 FOR VENT STACK PIPING ROOF Slate 300 =2212077 D PENETRATIONS Portland OR 97209 WWW Itsamhiteds.com KEY NOTES5LtD ' O BUILDING LINE BELOW L r' 3540 OZ DOWNSPOUT&GUTTER DANIEL C. PUURGIEL 3 RIDGE VENT. SEE 11A406 "11Fair* PLYWOOD CRICKET, SLOPE e"TO DRAIN MINIMUM. • @ tp PORTLAND,OREGON .. .. � LINE OF DECK BELOW .��� �[`AO 5 OF00 �? CONSULTANT: LEGEND ASPHALT SHINGLE SYSTEM(6 IN 12 SLOPE TYP UON) OVERBUILT CRICKET 2X6 @ 16"OC WI WOOD SHEATHING CO f � FOOT ATT ASPHALT SHING OTRSOOOF E UON AT BUR, 3" PER A B CI ell 41111 WATERPROOF COMPOSITE UNDERLAYMENT TYPICAL ROOF INFORMATION/ f z LIDS DOWNSPOUT cc cc I I I I GUTTER W/CONTINUOUS EAVE VENT BEHIND. SEE 4/A406 ix 2 2'-0" I � CONTINUOUS ROOF TO WALL VENT 2'-0" IIII RIDGE VENT DS F3 0 _ MI111.111.‘ IMMi=111=112 Pri4=111 • STAIR i o 2,-0„ o oI STAIR �. Q T — r ikyj,0 r O 1 2'-0" N Ds ',� 04a� °% :9:7 os o 2'a„ o DO - - 'oma ��Q _ r� -#-1� 0 ' . . .., .. , ••• I N 41 ICI40'3117__ ATTIC VENTILATION CAL CS L 6:12 y�v o QQ' ♦ z • ,, ' � 6:1' \•LOPE • :N''•N. c(d N4N p SLOPE SLO" •1 6:12 R- PROJECT NUMBER: 215079 UNIT SLOP $LDGTYPE & a 'j6 .. .1 O O Al �O 0 'Pjn IPr 12,454 sf total compartment area Tigard Apartments O UNIT 1 (SLoyUNIT 1 .-:: 4151 sf 11300 area' 70- • •PE 50�°high required 135th and Scholls Ferry, vt N ` .Qi° CIA \�C��' 2,988.96 sq.in ventilation Tigard, OR i • l�.y�'F �c�Q`0 e� f I ��Q� X6:12 2,988.96 sq.in 50%low required ventilation g ' ii ' , o '� J� �„ c:5-:AU SLOPE 3� 18'-11" BLDG TYPE I A2 --- 13,276 sf total compartment area MIRROR LINE 0 ... . - _ . ., + r — RIDGE .• ..: RIDGE .� . 44.25 sf 1/300 area • 50%high required 14 3,186.24 sq.in ventilation 3,186.24 sq.in 50%low required ventilation I I I I f PROVIDE KICKOUT FLASHING BLDG TYPE HOLLAND . _ IiiiUNIT 1 • UNIT 1 � •r _ TRANSITIONS,TF p O WALL A3 PARTNER :�� ., �.': SEE DETAIL 1 10,382 sf total compartment area • GROUP I 1111 Main St#500 • I 34.61 sf 1/300 area Vancouver, WA 98660 UNIT 5 UNIT 5 ! IidventIation Phone: 360.649.7888 249168 sqln. - 249168 sqin .� : ! • — SHEET TITLE. _ 4=11111 I •] ... [ , 1 E 4 Miiir 4 ! - - BUILDINGS T fi BLDG TYPE 5 .: .A1616.:.....• . A4 ROOF PLANS 11,448 sf total compartment area STAIR 1 o Q I STAIR CO — — — I — — - — 41=1111MW - — I — I — — — I — - — 38.16 sf 11300 area . . , . °211=11=1141% 1.11 • 50%high required 2,747.52 sq.in ventilation PROVIDE KICKOUT FLASH! G AT TOW:R ROOF TO WAL 2,747.52 sq.in 50%low required ventilation TRANSITIINS,TYP. -SEE DE •IL-1- BLDG TYPE , A5 11,604 sf total compartment area 38.68 sf 1/300 area - 50%high required 2,784.96 sq.in ventilation 2,784.96 sq.in 50%low required ventilation BLDG • TYPE A4 L. - . o DRAWN. ---- o • ip BATE ISSUED: 12/11/15 ✓ y o •0 • o el U100 o • r 3 0 • a _ o o I I I I 0 m i C a, E {9L=1 0. Q — EC= = a n m n N 1 SEE 1/A313 FOR TYPICAL INFORMATION ._ 1. BUILDING TYPE A4 ROOF PLAN KEY PLAN L zr, SCALE. 1/8"=1'-0" SCALE, NO SCALE E 8 0 A3430 SHEET: E QRS Architects,Inc.©2015 m 0 E N To' a GENERAL NOTES LilimirS • A PAINT ALL NON-NOTED MISCELLANEOUS ITEMS TO MATCH ARCHITECTS ADJACENT REFERENCED FINISH COLOR UON. • 720 NW Davis X221.1121 B SEE WALL SECTIONS FOR PARTIAL ELEVATIONS NOT SHOWN. Suite972503 7 P C SEE DOOR AND WINDOW SCHEDULES AND ELEVATIONS FOR www I�hEl1 rcorn B CIE) AQDITIONAL INFORMATION. poruand`�J"+�, 1111 O fil D WINDOWS TO ALIGN VERTICALLY,TYPICAL UON. UNIT 1 UNIT 5 UNIT 1 UNIT 5 UNIT 5 UNIT 1 _ _ UNIT 1 UNIT 5 UNIT 5 UNIT 1 , R UNIT 5 UNIT 1 _ 3540 r DANIEL CPURGIEL 0/e .P 2 19 18 18 ) 20 l • • A501 •50 502 505 502 1 t fi POR1LAND,OREGON , WOOD BRACKET 11.--5-.N.\\ 406 �1� r,C� !: ,, E ,, „ , , I, ;; I: :E . COMPOSITION SHINGLE V .. , `. : — ROOFING,TYP f: [: Ii f : is € is ! € EE i is i v �v v s � Y. -4:11:10 ,r �, � v 3--.s Sr , ..•U__ � .L--��.'. .;ix.. � . 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A Jr .- 131111 _ I I _- *�■_- SIMULATED STONE VENEER :::•■ _ x w 1gig ❑ ❑ ■ :-------- II r:■ ## T — — -_ © T © III _ — __ _ - > xr ? witLEGEND I'4 _._. T _ III T T I r }4 ■ r ,:; :., €# I: - t t i © `I _� II :: :M:: #T 11— I (I j TOP OF SLAB TT I LI #L�...................... 14 " IT ....... 1 , DS DS DS DS SDS DS DS DS Til _ —._._. T I rt E ::: FIBER CEMENT LAP SIDING(8"REVEAL) QS DS DS S DS D5 DS DS ' on on im ■m EXHAUST VENT,TYP SPRINKLER CLOSET WHERE OCCURS, CEMENT LAP SIDING(5"REVEAL) EXHAUST VENTS TO BE 3'-0" SEE DETAIL 201A402 SEE FLOOR PLANS FOR LOCATION - w., MIN CLEARANCE FROM SEE DETAIL 61A403 FOR Wort ii OPERABLE WINDOWS,TYP MOUNTING BLOCKS AT LIGHTING WHERE OCCURS CEDAR SHINGLE SIDING :1-c2-::a?: SIMULATED STONE I.... !.':: ..1 COMPOSITION ROOFING PROJECT NUMBER 215079 Tigard Apartments 135th and Scholls Ferry, 18. TYPICAL SIDE ELEVATION Tigard, OR SCALE: 1/8"=l'-0" 14 HOLLAND PARTNER O 0 0 4 0 0 © 0 4 0 GROUP UNIT 1 UNIT 1 UNIT 1 UNIT 1 1111 Main St#500 • UNIT 1 UNIT 1 UNIT 1 UNIT 1 Vancouver, WA 98660 UNIT 1 UNIT 1 UNIT 1 UNIT I Phone: 360.649.7888 I I I I ih. I I SHEET TITLE: 19 a A503 A501 EXTERIOR COMPOSITION SHINGLE • 1 I ELEVATIONS --di ROOFING,TYP , ,. ,•_ ••. Y , ' CONTINUOUS METAL L GUTTER AND DOWNSPOUTS• #rf. .1I . . . � '` ,' • ',...,,--Y.4.--- , :: _ ij' , E LLJ • p it 144 TOP OF DOUBLE PLATE TOP OF DOUBLE PLATE 1€ "" ; : :r ": 1 ely U E E1..dY.l x F 1' <r.'2 af'. i. 3: : IE f. : , xy..i---i.::. fir/ 1 O - � I� �. .x.....��,.. -?-i-.-. .-'v:.L.,.i I.��k.. r �,.i�_•. �L..s..�r-,. 'L�-..E._r;..Sr.`�..�i.r•rF,;-.. .�.-.,+�`I'..Yf...se..'.v'r_�':.'vl..:�-''«.do-;.s< I TOP OF DOUBLE PLATE TOP OF DOUBLE PLATE mi I I al . 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DS DS D' DS DS DS DS DS DATE ISSUED: 12111!15 - EXHAUST VENT,TYP- SEE DETAIL 201A402 20. TYPICAL END ELEVATION SCALE: 1/8"=V-0" SHEET: A344 LRS Architects,Inc.©2015 C B O D 130,_ TYPICAL NOTES ARCHITECTS I I I I 7t1 NW Vis 503.221,1121 ? ( ) SUite: 300 503 221.X#77 D GENERAL NOTES Portland OR 97 vAP/wirsarchiteCts.com I �� A CEILING FIXTURES ARE SHOWN FOR REFERNCE ONLY FOR — r � F � I - '� '�' � f � - _ O � mm COORDINATION WITH CEILING FINISH SYSTEM.SEE 1110I - - p. / VA/ � ' " � - - MECHANICAL DESIGN BUILD, ELECTRICAL DESIGN BUILD AND 0=,i 0 _ I / SPRINKLER DESIGN BUILD DRAWINGS FOR ALL CEILING Il II r • �i, f FIXTURES&TYPES. ..._/ ® IIIII III II _ fr ,-!�' I I -- f` B RECESSED LIGHTING TO BE ELECTRICAL DESIGN BUILD. SEAL 3`-40 .� .Y / / AROUND ALL RECESSED LUMINAIRES INSTALLED IN THE DANIEL C. PURGIEL I0 ll�� r " ;� BUILDING THERMAL ENVELOPE. ALL RECESSED LUMINAIRES lir INIVIA* II� � rT �'�� IIIrI ARE TO BE IC-RATED AND LABELED ASMEI=TING ASTM E 283. eG�,c.�,f'0 lIl►��l���a �i� �IAi /�I�. / . ►.:'1%. 410 l! .� I �ff .II �I �'�!•rg� ! I I ��1•�—� in� �-�• _�..�'>ip• Ilii i r ALL RECESSED LUMINAIRES ARE SEALED IWTH A GASKET OR PORTLAND,OREGON AMI .1..� IA Rife.�� I pr - _ I� ' �� CAULK BETWEEN THE HOUSING AND INTERIOR WALL OR Off'�I►► • . .wii T , CEILING COVERING. lib 4� # l ► D -c 4F OtC I. :I , it ; C SPOT ELEVATIONS ARE FROM FINISH FLOOR TO SURFACE / I O I # O F. 4" 7-1' dip FINISH OF CEILING AND ARE ROUNDED TO THE NEAREST WCH I , /� le # I. . (TYP). dAIP' UNIT " � I NIT 5 �� % I �. . I lfgre + I Apr_I Ilr TYPICRLD ALL CEILING HEIGHTS ARE TIGHT TO UNDERSIDE Of FLOOR ...,.■ • Am . ' k I_App •-- FRAMING ABOVE UON. -RE-1 I + f IJ / OI '1 O ` + + Ilkal CONSULTANT: / — „':::. 0 1:# s 0 TRI 0 : l tit O - + , / E SEE UNIT ELECTRICAL PLANS FOR MORE INFORMATION 0 L rS NEIN I _ _ 17. .._ i, F EXHAUST DUCTS ARE SHOWN FOR SUGGESTION ONLY. SEE /;[7;IO + + l ii _ F, _ ' } ++- + + + + , �8 D� MECHANICAL DESIGN BUILD FOR MORE INFORMATION. a iOL= 1;o : 0' ‘ik ` _._ ___e{l + I G SEE PLANS FOR ACTUAL ROOM ORIENTATION. -1.41..:"I'11 11:1:7t78.-0-71[''I'. I -(1-) .1 :. ILIOAP 1/ + 1(____). , . A I '' .I". 1 L 1 ' ::-....810 9 8 . s-o 0 limIllr + '- - 0 i I7-'`'-:1=iliZZIti". -- 1 ' " 1 ..:.']: 1.AI L _ 1r KEY NOTES + �j ■ 1l. . . .- .: .:::::,1::; ; + 1 22"x30"PREMANUFACTURED ATTIC ACCESS PANEL . . .. ..::. ., ',,/////,/ ' O 1 ...` I AR I- I I �� I i �: . ' + 0 O COORDINATE LOCATION AND ORIENTATION WITH I -•; 11 .�...y.: I STRUCTURAL FRAMING +I. + 5- / SOFFIT T UNDERSIDE 1 MIL I + + I \•. !- -_� I. ��-. / I I I �2 SO 0 U S E OF CABINETS SEE INTERIOR Atilli ® 11. 3: ELEVATIONS ,Prilm / Z._/.0. 1-� + - O •I I€- O �- @3FLAT 50FFIT I 1 + v ._".>s O If 1.I. O , = j SI '--'— ,-�;., 4 CONTINUOUS SOFFIT VENT / Ir ' :�I I: , � ' O I Ipir UNI : IT11 �I II Il I/ I o A0 IIIlb° immil ,ii 11104014HI11 'l AAr 41A + �: L � I _ lir . + ��AI �; ., t It •e ' - + + Ahob, I II. AllgrAilliffi I made - 4. + 1 1 _,..ler,„,07-...„017A1r, AIWZMI .._.,......... ill\ + + + l/ Plir#15///ifftf 10 / � i�/ice/ SIyy l / // /�// �'��� I� Ii► ''�%®.�1 AAk / ,: I4, II.� _ , II /II ....I y , 0 � _ J. r / /fr II 4el : : �� � .wApril_ __.. _ .._ _ ■ oi PROJECT NUMBER: 215079 © - I - - /� �� i f i�� I hlr i �►�» ® m - - - I - - LEGEND J INTERIOR NONRATED GYPSUM BOARD SOFFIT OR Tigard Apartments NONRATED ONE LAYER GYPSUM BOARD SUSPENDED CEILING SYSTEM. / CEMENTITOUS SOFFIT AT UNDERSIDE OF STRUCTURE 135th and Scholls Ferry, Tigard, OR �"�` EXTERIOR GYPSUM BOARD SOFFIT 1. BUILDING TYPE A4 - THIRD FLOOR RCP >< HVAC SUPPLY SCALE: 1/8"= 1'-0" HVAC RETURN FLUORESCENT LAY-IN LIGHT FIXTURE A B O (ID) 0 0 0 ® RECESSED LIGHT FIXTURE MAINTAIN 1 HOUR RATING AT FLOOR/ROOF-CEILING PENETRATION WHERE OCCURS.SEE14 -/A7.-- 9 WALL-MOUNTED FIXTURE O FLUORESCENT PENDANT FIXTURE I I ,r l''' ....7 T TYPICAL NOTES -1 FLUORESCENT WALL MOUNTED FIXTURE HOLLAND ( ) PARTNER OPENDANT LIGHT FIXTURE G R O U P EXIT SIGNS(W/INTEGRAL ARROW WHERE OCCURS) 1111 Main St#500 Ca FLUORESCENT SURFACE MOUNT LIGHT FIXTURE Vancouver, WA 98660 O - - -- - - - U - El - - - - - I I - - - - - -- - LI - U - - I --- - -- - 4- FLUSH MOUNTED CEILING LIGHT FIXTURE Phone: 360.649.7888 • • ,1 I I T r_ ._..., + SEMI-FLUSH MOUNTED CEILING LIGHT FIXTURE SKEET TITLE: ill p PENDANT FIXTURE BUILDINGS I In- 0 0RECESSED MOUNTED CEILING LIGHT FIXTURE-DO NOT T T II© - - - I ' ...�.,,■.11,x,■ • - t i - - ■�I„�� ,�,,�.�, - I _ - .- PENETRATE 1-HOUR FLOOR/CEILING ASSEMBLY. 17 6 + tl I I I 1 j + II N. l' 1'-D" .1 + + + •1 + F - 7...... 9 WALL-MOUNTED FIXTURE REFLECTED 4: +- I + I I .I :I + 7'-0" INDIRECT FIXTURE 11 + ` 1:t ,' + - + 2'-1" Il :; CEILING PLAN 0 UNIT 1 f I -,- - + - it. I .II ti. I1 + • + 0 �_ ; ® UNIT 1 1 O® PENDANT LIGHT FIXTURES (SIZES VARY) I T UNIT5 .� #I UNIT .I + + ' 1 I + 1_ I + + I. I, ]rI - 4_ + 0 _ + I :,-' HEAT LAMP/FAN/LIGHT + + 'I I ` g�-o" + + + + + I11 TRACK LIGHT N 1=A; __.1 1, WI - + { + '4 0 :� .1.1: O O + + + 'Ell UNDER CABINET LIGHT n i + I II. I k + + 8'-0" + I 1 I eD° I +Ionfirs„ + [S,89.ICEILING FAN x I I + 17.,:77::7 ::. + + + ._.] --- I - _ 1 HOUR 24"X36" RATED ATTIC ACCESS DOOR ASSEMBLY 1111 1 1L-�. I -� ,� II. _,_;„:„. ... _______:a. ___________. . . . . . . 0 I - - I + ■. 1 1-... :'., S'-0- 8' D" _ 7C8 0 �: I - ._ . . _ml-pq-pie5._„,-7.•• -, ..--.._•• __L., [: I I s-o L ...-- - 4,1�. II . _i_ + + ...:... • • s!:.-.::'.•::!::,......- - ....::.:::.: ,...,-,,. ii . ........,.. . 1 I I menevaa � - 1, t 4 + i_ 01.11+.. .... _ =■ ,. � . ::: ::'::: i:-.7:',. :.,:- - .-. „ 4.11.-,101 . @ - T �" + ... -'- '._.': _f' +' - + .#- + � + I _ - : IE411I BLDG II I II 0 - I + + + + I - I + + { r : I W 1 ': j_ + E }: �I TYPE A4 i--. i 1:.:::..,::..:.:.i...:„..iii:..:...e..i.::::::. i_ f + + + { • + i- + + + + + ...-- :••••'•:. - .....'d • O }i II O + + i •1111111111111111 BRAWN MY: .�.: _ LH --� \ o 'i.' I. o / ' - + + + {lg 4- ,q7.,77,:....-n• F + + •,[ . i - -.--=. 4. cc I I + + : + Y I;. UNIT 5 :if II UNIT 5 it ` . + + + + + T I I 1 UNIT 1 :: :. } I t, + + + UNIT 1 1 DATE � 12/11/15 1 I 'I I. II :.' i + + + + + II ° i1i . ° ii + : : : 1+ + + I:I + +j Via- -: :::..' � ' + I I I i , + + "'-.WIN mokri , .,_ . L..] � E h W W I.— .0 tli — . .., / , 11 • m , 8 -—II IIII 1m L iE %Di' I7 - - n 0 I - - - - - -- - - _ n - n - I P ,n N O a v f3 O a a .cr,E d A345 SHEET: 2. BUILDING TYPE A4 - FIRST AND SECOND FLOOR PLAN LRS"'°he`ts,'nc.°2°'$ 0 SCALE. 1/8"= 1'-0" C, A B • D © © Q I I 179'-1 112" / GENERAL NOTES LTS 47'-11 112" 8'-0" 33'-7114" 33'-7 1/4" 8'-0" 47'-11 1/2" A ALL PLAN WALLS SHOW FRAMING ONLY UON. NO FINISHES ARE ARCHITECTS DRAWN.ALL DIMENSIONS ARE TO FACE OF FRAMING UON OR720 NW his , T ICENTER OF WINDOW OPENING,COLUMN,OR GRID. EXTERIOR f I 4 I I 19 I DIMENSIONS ARE TO FACE OF FOUNDATION!FACE OF FRAMING. $ 300 7 ❑ VP501 TYP DIMENSIONS INDICATED AS"CLEAR MINIMUM"ARE TO FACE OF - - DS DS, 07 - - - FINISH. Portland OR Wviw.�tart CI ROOF 411 - - - - i♦ r _. - I B ALL DOOR OPENINGS PERPENDICULAR TO A WALL ARE 5"TO ...... .�...._ .. . DSA BELOW ADS 11-W141V-ij- '�rl= = THE WALL UON. iii 1 b kO -_ NM =BPI ' :• I �' -- I o C ALL WINDOWS ARE TYPE - UON. �� DS pS..• �� 1 D SEE A01 SHEET FOR STANDARD FIXTURE MOUNTING HEIGHTS )4°)3D540.41%_,‘ 'DS == == -. =....--_,_DSA I' I DS tM:M� DS AND REQUIREMENTS UON. 1 L - - - - T 0 J - imm =El = - ____= RsI .2 - .1- I - - - - - DANIEL C.PURGlEL ''i1NM == ,1r ��\ jillmimiIEE1Ei '� E SEE SITE PLAN FOR BUILDING ORIENTATION 4, DSI DS. E M� ` 1'-0 ` all �� LDS IDS F BULLNOSE ALL GYPSUM BOARD CORNERS {f> PORTLAND,OREGON■ G SEE UNIT PLANS FOR INTERIOR WALL DIMENSIONS UNIT 7 UNIT 7 OF OVA 1 3T 'I . H LIVING UNIT WALLS: BULLNOSE CORNERS.SQUARED CORNERS /\ / .- 1 s B4A ' EII© �� AS BASEBOARD NOM i NM_ _ _ _ lir Ilr 1 _1 ' UNIT 2 UNIT ` , , ] 9 , c.„ °? ' I 1 `V CONSULTANT: L-- DS; _ _ L_'../ IF a �_ i 1 I -I- Try e % � �--� MP � n, -1-X ."----- I 1 ,DS KEY NOTES 1, G I I 0 r _�� i - _ I ME, B6A _ -...� ♦�_ 'x� I 1 to 20 — 20 I 1 o ' i - I I I I S 1 I I r ® 20 1� FIRE EXTINGUISHER CABINET.SEE 101A406 I l — — (} ILL M I I I I I I 1 I � xx0 wo X _ I ! 1 _° ,1ErOi o H I ® I �-=� L - - J [��] I t o x " I O ,..,..,_._.,_R_ iii - l iv- c`„ O2 20"x 30"ATTIC ACCESS PANEL COORDINATE LOCATION AND - _ s - - ,n ORIENTATION WITH STRUCTURAL FRAMING WM I IIPME ri 0 :rrrrra IMIMI mil-- I0II l I I .. Jiii__ WI 1 LINE OF STONE VENEER 1 II 1 FE 501 `!^ I xE, IIS , _ I ! 6 I ,_ y o w DS` _J el 1 11 o 3 `� __ ]i j [Eno .. 11 1 - I•1 1 cDS .1 1 / az.16. 44 i - - L 1IZI ' 6u1 I- _'I 20 II -W. I , .I 503 - - - ,r L- !pry I r ,1_, op ■ -11 � UNIT 2 UNIT 2 I n "- -" \„, - ,A, WALL TYPES 18 , 19 UNIT 7 403 TYPUNIT 7 503 A EXTERIOR WALLS: w. ...._.. d�� 1113 — EXTERIOR WALL TYPES VARY.SEE EXTERIOR ELEVATIONS DS D5 - _ MI■r •Ell MIMI IMM - -1111 �� ��■ AND WALL SECTIONS FOR LOCATIONS. UON, 4 - I �� I �� I��I DS a _-____:_ _:_- • _- - ___=A u1I � DS'� I - IL - - s. -TYPICAL WALL W/SIDING SYSTEM IS TYPE 16E . __g, DS 1 D; TYP -TYPICAL WALL WI SIMULATED STONE SYSTEM IS I M� t1•... 1 �05 rogoist_ l � � lirk I TYPE 2 6 T - o " 18 '- r--- -TYPICAL WALL W/ASHLAR LAYOUT 0 354 0 ��_--= CONCRETE MASONRY UNIT IS TYPE 36T D5 DS 1 I E Q - - - - - - - -DS - - - pS°- 1". • - a - - - - - r -TYPICAL GARAGE WALL IS TYPE 60 PROJECT NUMBER 215079 I k k k k B INTERIOR WALLS: I I I I 18 19 I 185 ' 1 20 I Tigard A partm en is •50 502 • •505 502 -TYPICAL INTERIOR WALL IS TYPE A4S . r r r r -TYPICAL CORRIDOR WALL IS TYPE B6S . -TYPICAL SHARED UNIT WALL IS TYPE C45 . 135th and Scholls Ferry, (•1 HR RATED AT BEARING,NONRATED AT NONBEARING) Tigard, OR C WALLS WITH WOOD SHEATHING: I. BUILDING TYPE A5 - SECOND FLOOR PLAN -FOR STRUCTURAL SHEAR.LOCATE WOOD SCALE: 1/8"=1'-0" SHEATHING ON SIDE OF WALL WITH SAWTOOTH LINE AS INDICATED.SEE STRUCTURAL DRAWINGS FOR SIZE A BCI D E } O 0 AND NAILING SCHEDULE. -ALL EXTERIOR WALLS W/WOOD SHEATHING FOR STRUCTURAL SHEAR ARE WALL TYPE 1 6T UON. 1 E -ALL INTERIOR LIVING UNIT WALLS W/WOOD I I SHEATHING FOR STRUCTURAL SHEAR ARE WALL TYPE C6A UON. I rt 179'-1112" / 1 S 47'-111/2" 8'-0" / 33'-7114" / 33'-71/4" / 8,-0" / 4T-111!2" / HORIZONTAL ASSEMBLIES HOLLAND ! ! I 18 8 I ik I I 19 I A SEE WALL SECTIONS AND CODE ANALYSIS DRAWINGS FOR PARTNER 3 •501 TYP TYPE,ALL WITH FIRE RESISTANCE OPENING PROTECTION BY GROUP „DS 407 4'-0" DSA 407 SHAFTS,ASSEMBLIES, BY EXCEPTION FOR DUCTS AND Q - - --- - - - - � - - / - - - - EM-151. ___, / , -- - - ' % PENETRATIONS. 1111 Main St#500 � � DSA � �-J ` J FIRE FO�Q/ �� II a DS � rpver, WA 98660 `/ PhoneVanco : 360 649.7888 : . i 1 UP SPRINKLER UP ROOM - , 1 I 4 . _ I I LEGEND ( _ 11, SHEET TITLE: © I - - � DS D5 © - , I UNIT 7 1 1 DS DS hi I a DS DS r _UNIT 7 1-HOUR FIRE BARRIER,FIRE PARTITION,OR SMOKE BUILDINGS 0ADAPTABLE J _ — 1---1---- "--- r �1 - I - �I - L - _ - - - BARRIER WALL: OR COMBINATION OF(WHERE OCCURS) - - _ I r - 1 I- - -I 1-I TYPE ADAPTABLE CONFORMING TO THE MOST STRINGENT REQUIREMENTS TYPE B - - -. I- - ] SillhIi - -�1, - `I TYPE A OF EACH.ASL EEDGE ODE ANALYSIS PLANS FOR SPECIFIC NAMES 8 DSI DS„ I- - . r �I DS !DS OF IBC WL SIGNATIONS.ALL WETH FIRE RESISTIVE , \,, — " �� --Qi �1 EXCEPTIONS), PENETRATIONS,AND POPENING PROTECTION AT DOORS, ROTECTION ATNDOWS, (WITH FLOOR PLANS JOINTS.SEE WALL TYPES,DOOR AND WINDOW SCHEDULES, ' 1 3T ! UNIT 2 UNIT 2 1 .1" MECHANICAL DRAWINGS, PENETRATION DETAILS,AND . 1 s - B4A 1 S JOINT DETAILS WHERE APPLICABLE. I . ADAPTABLE 1 s ADAPTABLE 1 _ - _ 7�� �- TYPE B TYPE B r j \. - 1-HOUR FIRE RESISTIVE WALL:WITH NO OPENING /...-- -T (--, _.....) ,...) PROTECTION REQUIRED AT DOORS,WINDOWS, DUCTS, _.)- µ \ N PENETRATIONS,AND JOINTS UON,SEE WALL TYPES. L- -4 A \‘----...j/ T a" _ I IF 'Z_ NONRATED WALL:AT NON-BEARING INTERIOR WALLS WITH [ I I I I �� MI; �� I I j-:.) NO OPENING PROTECTION REQUIRED AT DOORS, ---tr) ® ® SEE A101 FOR k-j-j: DSc _ _ c DS ACTUAL ELECTRICAL WINDOWS, DUCTS,PENETRATIONS,AND JOINTS UON.SEE © ( IIE B6A t113:41 1 - - METER LOCATION ON WALLTYPES. SEESTRUCT.24 ---) 1 . II i1sc ® EA.BUILDING 20 9 13 0 `` CN � © XI I L� � ..•�rrT-]OIILL _ �© Vr ® j � L - - J L - - J i ® I � — Ox x ILL r - I I f`� I I ><- 0 --- .. .. .. .. .. rrrr - - II —M _ s - - i - In i X Irag ir : o I� Tfl r=� + " X11 0 ■(tx , , IR hdll_ •501 ® I I u — , II i I i N DSC - - o I I © -- \ U[' `x11 1 o _ Ds 7 ,-, (1 _Iir I I 0 .: � , - - - kild _ - _ ,t,:, -lit BLDG - - - -1 � ... . U SII A 20 —J z Q - - - ADAPTABLE i IA' ABLE M! •503 / TYPE A5 _ _ _ ----\.; _ � TYPE B TYPE B ----- .i1 Illillirr _ _ ED n1 i --- c'-'-' 18 I 19 M + t TYP 503 COTE IS'SUED:. 12/11/15 1 I I j$ I 1 I I f - 1 it a DS., Ds UNIT 7 - = 4 i - UNIT 7 - .Ds -DS g ADAPTABLE LE _ ` _ 1- - H I- - =1 ADAPTABLE IQ _.1....1.,.......�_ -TYPEB— 34 4 — — — TYPE B DS © 8' _ Ds o Ds - D, ° DS = DS' T AMf m © I 403 TYP I IE �o I i ,�fl� 1 F 1 1 U P U, •-----II zn DSA ADS c ci © - - - L■° - - - - '7 i l-I - - - - - - N. r DS DS k \ k k ;' I I I 18 ` 19 lo. 18 1, 20 t, '" '50 1 '502 r '505 • '50 O r r r r W 0 a m E KEYPLAN A351 0 2. BUILDING TYPE A5- FIRST FLOOR ADAPTABLE UNITS E SCALE: NO SCALESHEET: N SCALE: 1/8"-1'-0" ,„ LRS Architects,Inc.Q 2045 m c 0 E m i GENERAL NOTES LTS A ALL PLAN WALLS SHOW FRAMING ONLY UON. NO FINISHES ARE ARCHITECTS • DRAWN.ALL DIMENSIONS ARE TO FACE OF FRAMING UON OR 720 NW [#a1iis 503.221.1/21 'M CENTER OF WINDOW OPENING, COLUMN,OR GRID. EXTERIOR DIMENSIONS ARE TO FACE OF FOUNDATION/FACE OF FRAMING. Std 300 5032212017 D DIMENSIONS INDICATED AS"CLEAR MINIMUM"ARE TO FACE OF FINISH. Portland OR 97209 WWW/ Ilecfs.corft B ALL DOOR OPENINGS PERPENDICULAR TOA WALL ARE 5"TO THE WALL UON. C ALL WINDOWS ARE TYPED UON. )Vt,DARC. ,, D SEE A0i SHEET FOR STANDARD FIXTURE MOUNTING HEIGHTS . .I AND REQUIREMENTS UON, DANIEL C. PURGIEL n E SEE SITE PLAN FOR BUILDING ORIENTATION PL4ea fa`- %"' • F BULLNOSE ALL GYPSUM BOARD CORNERS t PORTLAND,OREGON G SEE UNIT PLANS FOR INTERIOR WALL DIMENSIONS ei0cs� H LIVING UNIT WALLS:BULLNOSE CORNERS.SQUARED CORNERS AS BASEBOARD CONSULTANT: KEY NOTES 0 FIRE EXTINGUISHER CABINET.SEE 10/A406 2O 20"x 30"ATTIC ACCESS PANEL.COORDINATE LOCATION AND ORIENTATION WITH STRUCTURAL FRAMING ®3 LINE OF STONE VENEER WALL TYPES A EXTERIOR WALLS: EXTERIOR WALL TYPES VARY.SEE EXTERIOR ELEVATIONS AND WALL SECTIONS FOR LOCATIONS.UON, -TYPICAL WALL W/SIDING SYSTEM IS TYPE 1 6 E -TYPICAL WALL W/SIMULATED STONE SYSTEM IS TYPE 26T • 1 E -TYPICAL WALL W/ASHLAR LAYOUT 3 6 T CONCRETE MASONRY UNIT IS TYPE 1 TE . -TYPICAL GARAGE WALL IS TYPE 60 . PROTECT NUMBER 215079 B INTERIOR WALLS: -TYPICAL INTERIOR WALL IS TYPE A4S . Tigard Apartments -TYPICAL CORRIDOR WALL IS TYPE B�5 . -TYPICAL SHARED UNIT WALL IS TYPE C45.. 135th and Scholls Ferry, (•1 HR RATED AT BEARING, NONRATED AT NONBEARING) Tigard, OR A B0 D CO © G C WALLS WITH WOOD SHEATHING: -FOR STRUCTURAL SHEAR. LOCATE WOOD SHEATHING ON SIDE OF WALL WITH SAWTOOTH LINE AS INDICATED.SEE STRUCTURAL DRAWINGS FOR SIZE AND NAILING SCHEDULE. I -ALL EXTERIOR WALLS W/WOOD SHEATHING FOR STRUCTURAL SHEAR ARE WALL TYPE 16T UON. 179'-I 1/2" / 1 E I ri 47'-11 1/2" 8'-O" 33-7 1/4" 33'-7 1/4" 8'-0" ` 47'-11 1/2" -ALL INTERIOR LIVING UNIT WALLS W/WOOD SHEATHING FOR STRUCTURAL SHEAR ARE WALL TYPE C6A UON. 18 115 I I= — .=. 'sr f 501 I —I 19 TYP I T IN - - - - 01� - - - - �o - = = _ -4a7 = _ HORIZONTAL ASSEMBLIES HOLLAND • I DS•71 I I I 1 - iii A SEE WALL SECTIONS AND CODE ANALYSIS DRAWINGS FOR P A R T N E R 1 -_ =_____ • I . 1 I '1,—=.... _— II TYPE,ALL WITH FIRE RESISTANCE OPENING PROTECTION BY GROUP ' I I ! 1 1I I 5 SHAFTS,ASSEMBLIES, BY EXCEPTION FOR DUCTS AND !J_1111DS � � �� / o PENETRATIONS1 / 1— DS — /0 . \ L... 1 .13 — - -_ I — II L 1 r li _ I _ � ''-- NE -r �'� ":" —_ �IIIIIII■ I'' — ( I__ �� _�___.._.____. .■■. ■,I� \ / — LEGEND SHEET TITLE: DSLI �� .. . . 1-a I•� 5 • 1-HOUR FIRE BARRIER, FIRE PARTITION,OR SMOKE I r �■ _ ■i- P \ �� R , ice l BARRIER WALL: OR COMBINATION OF(WHERE OCCURS) BUILDINGS ! I a y 1I \ I I II I I CONFORMING TO THE MOST STRINGENT REQUIREMENTS \ / UI.T 7 111 I 1 T \ 111 41IT \ / OF EACH.SEE CODE ANALYSIS PLANS FOR SPECIFIC NAMES 8 jT 0 N OF IBC WALL DESIGNATIONS.ALL WITH FIRE RESISTIVE V iir II II11 1 ES B4A - II I! OPENING PROTECTION AT DOORS,WINDOWS, DUCTS(WITH I > C EXCEPTIONS), PENETRATIONS,AND PROTECTION AT FLOOR PLANS � � � ! IIS I IIII II `' JOINTS.SEE WALL TYPES,DOOR AND WINDOW SCHEDULES, T / UNIT 2 1 I UNIT \ r MECHANICAL DRAWINGS,PENETRATION DETAILS,AND I I I IMMINI `" JOINT DETAILS WHERE APPLICABLE. EO: ilk,IF I tir �� yhi4I� Lit �lrl 1-HOUR FIRE RESISTIVE WALL:WITH NO OPENING \ -i PROTECTION REQUIRED AT DOORS,WINDOWS, DUCTS, DS _ oil I I ill , 1 I 1 I I j ,DS PENETRATIONS,AND JOINTS UON.SEE WALL TYPES. 20 ® I i J I I I I s I il '`x ® 20 NONRATED WALL:AT NON-BEARING INTERIOR WALLS WITH 11 -- — 0 I I I I (� III I -- I II VP Q :1:1 O I I I I x x O " VfflNO OPENING PROTECTION REQUIRED AT DOORS, \I .._ 7.: © ., 0 I ® 1 r1 L —_ 1 ri-- -n j 01 .. O I x x I �w�e . " `+ lil — J I z N WINDOWS, DUCTS,PENETRATIONS,AND JOINTS UON.SEE © a�- — _ -- —- -- — � _-- .. — — — _ —._ - -- — �. WALL TYPES. SEE STRUCT, • _ ��— D © �1 I— — — g x i�ri— - -1 ti # In a O x �� - , .I I ® 1 0 0 I ® 1N x � ,� �� n I " 1 I 11 ® rim= ]_,,,, I I I i — — n x� I ® 11 501 Ds-1 .\-f-5- - - I II Ill1 0 �. 1 I I ill. °DS ,,. ) _ _ JI1 ' - _ Plik �� / WI? J!p �� _ \\ - _ -ILII 1l#I `�- , I ' ,�_ •-. / .�I L — — — T I ' \ -•; I- \ I 7/---- iffiff‘..... I M Oji t 20 —.. Mil5a3 1._ 1: II II>-‹ 1 - - - �, - --7‘ 1 II II N BLDG II UNIT 2 1 I UNIT 2 ■fir > < __,._.___e N II I � ,8 1! / �� 19 , TYPE A5 II I 1 ! 3 I03 TYP / 503 dL. 11 11 UNIT 7 1 / UNIT b \ 11 — I ., 1 ., �V S — J inimimil — _I L. / I �� �� —_ ■■ ��"'-�" / 12111/15 4.21.15 a I _ DATE�SSUE[x / N. ��il. t� DS m —_ .I m -� DS 107 �� i 17EE 1I / I \ 11 403 TYP . I♦I♦ t1•.. .kIt1■ ==I a / . .1._ ...... 11 I 1 1 Ark _ 17 � NI 1 AI \\DSp I I I Il°Bs I I- - I �DS DS-. I - I V - - - 1 - - - N. N. ❑ © I M �' 6 = •N, I I I 18 19 I 18 I 20 - 502 50 505 502 c. r r r m Kr: rn E- . o 0 a c m a L d U KEYPLAN A352 2. BUILDING TYPE A5 - THIRD FLOOR PLAN SCALE: NO SCALE SHEET: iSCALE: 1/8"W 1'-0" en LRS Architects,inc.®2075 v m c 0 E 0 a w GENERAL NOTES LionS A VERIFY ROOF DRAIN LOCATIONS WITH STRUCTURAL AND MECHANICAL- B DOWNSPOUT LOCATIONS ARE SUGGESTIONS ONLY. ARCHITECTS COORDINATE FINAL LOCATIONS AND SIZES PER PLUMBING DESIGN BUILD CONTRACTOR. 720 NW Davis 503221.1121 C SEE DETAIL 151A402 FOR VENT STACK PIPING ROOF Suite 300 X 221.2077 ❑ PENETRATIONS Pend OR 97209 WWvv.iisamhiteds.c mi KEY NOTES 01 BUILDING LINE BELOW ' z,•• 3540 ' O DOWNSPOUT&GUTTER DANIEL C.PURGIEL CA V RIDGE VENT, SEE 1/A406 40e)9 y PLYWOOD CRICKET, SLOPE••"TO DRAIN MINIMUM. • • O p, PORSLANG,OREGON .. . LINE OF DECK BELOW rQ O BOF 0 \] CONSULTANT: LEGEND ASPHALT SHINGLE SYSTEM(6 IN 12 SLOPE TYP UON) OVERBUILT CRICKET 2X6 @ 16"OC WI WOOD SHEATHING D ��� OOTAT ASPHALT SHIN��TROOFE UON AT BUR, 3" PER A (B) 0 0 WATERPROOF COMPOSITE UNDERLAYMENT I " TYPICAL ROOF INFORMATION /z J DDS DOWNSPOUT cc O cc GUTTER W1 CONTINUOUS EAVE VENT BEHIND, SEE 4/A406 2'- " 2'-O I 1 CONTINUOUS ROOF TO WALL VENT o DS 2'-O" O O 2�_p� I RIDGE VENT III . _.. . . , „ ... . , li '":-:::"iiII.'..::I.:•'.t. .:-1:i,....•••'•f :... ..' ..:' ..:•-•-:' .:'•".:• :r is ."' N. STAIR STAIR o R :r-. I I 1%' • I I I .. . _ I -. I ,.�►�0 L.J.:. 1_ _ _ I I ___. 6:12.:Y,. 4 ' '•IP' .. 1 A 6:12 I DS 2:0" Q z ATTIC VENTILATION CAL CS I I I L_ — — — — P.E SLOPz., : - Q PACT NUMBER 215079 LO /; DS r • �.p: Al + Z ix BLDG TYPE I F`. I Ia ��� Al . . v "Pbn'� o c�Jn `Z�e \ 0 12,454 sf total compartment area Tigard Apartments F - - - — I O / s:1 6:12 - - - � ce �� SLpP I ¢ 41.51 sf 11300 area I I I UNIT 2 N fl UNIT 2 { I r a y',p Io 50%high required 135th and Scholls Ferry, I UNIT 7 : `° `� UNIT 7 •' ' `� ° �° I 2,9x$.96 sq.in ventilation I _..T �� 2,988.96 sq.in 50%low required ventilation Tigard, OR __ - - 'c) • 4 I I I O I I ;� O BLDG TYPE_ _._ .p. — i SL •-•,----- . _ MIRROR LINE 13,276 sf total compartment area 1E11 -RIDGE _ x:12 44.25 sf 1/300 area I I I 1 50%high required 3,186.24 sq-in :ilation PROVIDE KICKOUT FLASHING 3,186.24 sq.in low required ventilation AT TOWER ROOF TO WALL - 14 \ ode' TRANSITIONS,TYP. lir UNIT 7 UNIT 7 I� SEE DETAIL I UNIT 2 I UNIT 2 I I BLDG TYPE HOLLAND A3 PARTNER C 10,382 sf total compartment area• GROUP ALI ' " 1111 Main St#500 34.61 sf 1/300 area A 60 :. . t Vancouver W 986 = • •• 50°/u high required Phone: 360.649.7888 I I I I • • 2,491.68 sq.in ventilation 2,491.68 sq.in 50%low required ventilation _ I I _ NIIISHEET TITLE: 4 - - — _ r ..4-. I — _ _ Fri. - - � I . �.: - L. : I ;. • • • 1 BUILDING 8 I I - 0- - - - - - - - _D I BLDG TYPE I . I I ti..: I I I I I ::._= I I A4 ROOF PLAN STAIR STAIR I 11,44$ sf total compartment area -I i-• . . ;• -1 f- —CO — — . .. . . , . - , - - - - r — — "--- �` — — _ — --_ 38.16 sf 1/300 area . . , �.. 50%high required " - 2,747.52 sq.in ventilation I I I I I I 2,747.52 sq.in 50%low required ventilation BLDG TYPE A5 11,604 sf total compartment area 38.68 sf 1/300 area 50%high required 2,784.96 sq.in ventilation 2,784.96 sq.in 50%low required ventilation BLDG 01, . . . TYPE A5 # 1 DRAWN : ---- o •• • DATE ISSUED 12/11/15 0 cc 0ilior. , 1 `i :), u9o + . . O .8 OH E: /i ' J 0 0 D uUu a ,M :1=7 t L:=1 Q 2 ea cn0 5 N 0 SEE 11A313 FOR TYPICAL INFORMATION ._ 7. BUILDING TYPE A5 ROOF PLAN KEY PLAN (ID SCALE 1/8"=1'-0" SCALE. NO SCALE n E m A353U m SHEET: m LRS Architects.Inc.Q 2015 ;—$- ;-- '2 m 0 E 0 v w GENERAL NOTES L rS A PAINT ALL NON-NOTED MISCELLANEOUS ITEMS TO MATCH ARCH I T E T S ADJACENT REFERENCED FINISH COLOR UON. • • 720 NW Davis 50322.i.1.121 B SEE WALL SECTIONS FOR PARTIAL ELEVATIONS NOT SHOWN. • Suite 300 503221.2077 C SEE DOOR AND WINDOW SCHEDULES AND ELEVATIONS FORPortland OR 97209 ►hf4V1A1 ItSdrtTi1 &X11 ADDITIONAL INFORMATION. A g co Q Q 0 D WINDOWS TO ALIGN VERTICALLY,TYPICAL UON. UNIT 7 UNIT 2 UNIT 2 UNIT 7 � ARC., „,. UNIT 7 UNIT 2 UNIT 2 UNIT 7 UNIT 7 UNIT 2 UNIT 2 I - UNIT 7 �� 3540 4 z.It DANIEL G. PURGlEL •501 6. \ 6, h. 4 9G• 1 • •502 •50 A505 A502 © fp PORTLAND'OREGON •. „ r r / r WOOD BRACKET 406 efAr :pi,.<.. . .'- . , ....;_ �. :. . ,. �■.a.s.{.:.. : . ., _ 112,3.1,,, i..41,4„..,, . .t_ I.. _..� ..: .i ,i,: SHINGLE COMPOSITION - OF a - •,•. r— --�. �^ t - .: �1.:�.' E.�..-- E 'tel it+-pY' ;- .:_ : �:i� } ��E: � ;� ROOFING TYP L. 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E E .. .. €. cs = ii ;: ' ii ii i 3i� E: `�yl •• .. BLE PLATE . 'T' . . 7 �`�: : . TOP OF DOUBLE .. . . .. .. .. .. . . . . .: .. .. :: :: : : : : : . : :: : :: :: : : .: : : :: i � :i .: :: : .. I�' ::I� € �.. I. � • 1 I I•- % r .�_ .� .. . - - --�. . � .. . . ... . �.. . . ..� - . .E .� ..r � � .. -�..: . ..�.11111 MEI ; . . . .f I .. . . .. .. .. . . i .. .. 1 (':- .,..E_.�:- T � I .�.--, • � L. � �� �.;: _ E (. 1 i � � �.. .F.' ;�- �` ' i� --- CONSULTANT: , I E' I11 I if •� ..0= �. 1 3 �� r _..,4 I r �ivil -to-:" F r � '.fi �, •�-}I �„" `, .I' is t . LT. � : T __.. ------- E� :: E ii is 'i � - :- ,: :f� ii � Ei .,,.14,1'444,.., 2 i�c !: . ..,H-T, ;:�� EE 'i ;f ,p� TOP OF DOUBLE PLATE - .,.._ T:: I } : : : E ° • , � .. Yy +. c ,_., �.L;.. .;_ ,r-.-'..:-" L-.� `.-E„--t'-�,.<r..:3.i.'• .ta. �.,.f..b.�0.1.i., - y'. . ,1�.' -..�,... �1.. v -..:,-1-:.;,... .e .. :. ::,A..•.p.�-r.- �f _- .{ .1 i L.-_.t _ E i .. ■� ■ ■ ■ ■ i■ _ , L71 ❑ :: : :=� El� ■ ■ '1©I ©11© h1 ........)IIIIfifl :....NI1 .■._ 11E11 I© I --- 8,: HORIZONTAL LAP SIDING© © - ©f1©1 -_ _©1©I _ r.,. © © ,---11.111-. . l !© ...........111E11E111 © f© -� I © © in TOP OF PLYWOOD111111111111111111 - r____.__� _ IIIII INIIIAIIIIII ___._ ------- __ I III V I I I L_-T- I�'I I I I IJ I I IIIIIIIII IIIIIIIII III IIIIIIIII III III III I ................_....'.�.- ....... II- _ ___ �.•'.. .'•'��'..•....'.'...•. ..�. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 _�i IIIIIIIIIIIIIIIIIIIIII�IIIII •• , 1� ____ IiIIIIIIIIIIIIIIII 11 � -_-�� - II I. � I 514 4 CORNER TRI P j •a F a:::�.:..: IN 'I - I I M TY Tt =I— w. T _-_ ■ ■ - D ❑ ■ ■ _ } Ei ❑ I III I I I 111111111111 isimmimmrii-i-71 r. ;_ .�_ t __ _■ ■ ■ 11IIIIIIIII...1.1 I 7. ■ ■ + ■ ■ ■ ■ ■ DOWNSPOUT 1©11© .1InI1111 © ©II©1I _.____ _. - i11I�II © MIOH — ® I©ii©I — 11111111111E --- ED fl - --- _- __ © © `.�. A ..•.:.., © -' © ll iu � 5 HORIZONTAL LAP SIDING,TYP j — –i�r: kIIIIIIIIIIIIIIIIIII1111IIIIIIIIIIIIILIIII - - IIIIIILIIIIIII � _ liniiiiiimi T �°° _TOPQF PLYWOOD I _�ir r 11131111IIIIIIII1 - . _ III I1 ...:.:.:.:.,.:.:...:...:... .,...:...:...,.,.:.:.,.....,.,. ...:. .,.,...,.,...,.:.:. .,.:...:.:.:.:.......,.:.:.:.:... �"' ---._........_-._• SIGNAGE WITH LIGHTING M . .::t:.r_.:. ,,_,"-':F". .-. ...............__..__"__.......____......-...__ _ _ .... --- rrrrr� �._ ;..) 1 — IIIIIII' Ii11111.t.!a.�l.'.i...l.�.�.l.�.11llil Ill!_ IIIII-"1"1"I"I"I"1"I",.."I`I"II �-^--,•.., :..-a .— _-. '�'-... _rr.:i' _ .:f•' I _ ... ._,._ - — 41.1111.•••• _ _ ,.--„. n n ..._.............g. __ I I I I �Y= 1 � L. x – — .v `_. Mil ffi4: • p o . 7.:.----7'7:: IBM 4it-- ----- au ....- II I lez.11 :::::' - r: 7:-;:::4:111f1 Nil - ::: , - ,, 1 mmi 01 mi IN ...... . , „,,_ II - SIMULATED STONE VENEER NIIIIIIIIAy ■�❑_ �� , _ , ■ 1111 1111111 r T 1111 11111 il Inn T T -.___ LEGEND j f v. iii Si TOP OF SLABII --__,-�-�;e ".' " ,_- ., a D. DS DS DS ��S DS DS11:47-1;11,---,••,—;•77ki.:••:;:ii!,".;: :,.,..�...t } ,.. <_'i_. - ... it :- FIBER CEMENT LAP SIDING(8 REVEAL) DS DS DS DS DS DS II S EXHAUST VENTS TO BE 3'-0" EXHAUST VENT,TYP SPRINKLER CLOSET WHERE OCCURS, �__'____'_'M_�_ FIBER CEMENT LAP SIDING(5"REVEAL) MIN CLEARANCE FROM I SEE DETAIL 201A402 SEE FLOOR PLANS FOR LOCATION SEE DETAIL 61A403 FOR OPERABLE WINDOWS,TYP MOUNTING BLOCKS AT LIGHTING WHERE OCCURS CEDAR SHINGLE SIDING t rt { SIMULATED STONE `I T. COMPOSITION ROOFING PROJECT NUMBER: 215079 Tigard Apartments 135th and Scholls Ferry, 18. TYPICAL SIDE ELEVA TION Tigard, OR SCALE: 1/8"=1'-0" 1 1 14 • HOLLAND PARTNER 0 C 0 C 0 0 0 CI 0 0 GROUP UNIT 7 UNIT 7 UNIT 7 UNIT 7 1111 Main St#500 UNIT 7 UNIT 7 UNIT 7 UNIT 7 Vancouver, WA 98660 UNIT 7 UNIT 7 / UNIT 7 UNIT 7 Phone: 360.649.7888 I I I I ... I 19 1 SHEET TITLE: •503 r A501 EXTERIOR 1 ICOMPOSITION SHINGLE ELEVATIONS —� ROOFING,TYP . •. -- ,---I - -- - '._."'i �- GUTTER .FI :. • :.� € L1 :1... .. AND DOWNSPOUTS , ..,,,j„:.,., :__. ,,LA.L,..:. 1._,.,i.,..., ..,. . ..4j,i,t__.44__._,-.. ,'^-1,; ; . , . 'eht.T„ ,, .r,, :-.-fr:::-F-T-fl ::1-L"::: :: . : -1 ., 4 TOP OF DOUBLE PLATE TOP OF DOUBLE PLATE , „ ., ,, ,, ,, , L _ _ • I — — — I - — — I ,i ' r1 n "' I _IIIFL °ilr :1 .1 r . E11 .1 , ..L is`" I Q : .':; 1 i is -- I TOP OF DOUBLE PLATE TOP OF DOUBLE PLATEIN " ' 14 - lr -- -•••••000.1. 011in M ____ MENEEI f _ - "� __ r� / - - III- ti _ t o 1 .. 0 1 L• 1I I©I _ _ "I I RR lel . . . . r _I11 _ _ . ._� .. ::-mmrr�nx.crimmuo 111 }} TT - - - ..._...-- Ifilimiliiiiiiii ) _ _ SII, I I I I `{' TOP OF PLYWOOD �r. _ __ 8" HORIZONTAL LAP SIDING,TYP TOP OF PLYWOOD �I li 1 - 4# 11 vi- Mr ill, - + tt. illft 11 o I .... im " -_- p " , j ._., 11 _ +T tr ^ •_-.. .- - - 514x4 CORNER TRI P II ii IN Tidillt - - ='' Ili Y -- I I .. - — .._... -- _ •I_� r ;�. DOWNSPOUT lll�i�'II,I- - - - ---- _ - _ :- �!i� l x '....._..- full i Ilfll I fllllllllll�I1 -- II EI I I IIIII III I��i -_ _ _._-_._ �_ - — IIIIIIIII TOP OF PLYWOOD _ __ --i TOP OF PLYWOOD - �II�� — 1III�111n. I - _ __ __ I1}I1IIIIIIIIIIIII!IIIIIiIIIIII1 I� 5 HORIZONTAL LAP SIDING, P _ _ 1.:.....,.:..,.-..:.....:...:.:.3.: :: _ - _ .: ��" gyp BLDG IN ilr. PIN . 1 r.li - 3",•', i I. ." ... OM ■ w I< ............. TYPE A5 i — ar - ----- :::::•-- Y.:::.:. © :',,,,.,..: -J:;t::::::<<:: -am 1 __ _ C t'..... I I_ if ftli .:1r xF.:Y:„' € � , °r:..r3 SIMULATED STONE VENEER i - - Ta' rg • _ e - f' 1 TOP F SLAB __ _ _... _. - TOP OF SLAB I :: ._ 1 }- 0 0 x I I i :� . . .�.. L .. ..._. :q. ,..:i aRAVirl1113Y. N. DS DS DS DS i _ SDS DS DS DS • DATE ISSUED 12/11/15 EXHAUST VENT,TYP • SEE DETAIL 201A402 20. TYPICAL END ELEVATION SCALE: 1/8"=1'-O" SHEET: A354 LRS Architects,Inc.©2015 A B 4) D © fl) ID LTS PICAL N„cLTES I I 1 I I I ARCHITECTS . ) 720 NW Davis _5o2.221.1121 m ISuite 300 503 221.2977 3 I I 1 II I 1 I GENERAL NO TES www., hll �om A CEILING FIXTURES ARE SHOWN FOR REFERNCE ONLY FOR Portland OR 97200 40 -- ��' - - - - ® — _ ® COORDINATION WITH CEILING FINISH SYSTEM.SEE — — . f..._ ymirA•FAr - �i��_...w= _a. �/=� _ - MECHANICAL DESIGN BUILD,ELECTRICAL DESIGN BUILD AND ■; -- .:� SPRINKLER QESIGN BUILD DRAWINGS FOR ALL CEILING0 � � A . 0 II� ��� �I01 P FIXTURES$TYPES. � F I —f0 �• •�..... ..� 3540 � , 'I 1' B RECESSED LIGHTING TO BE ELECTRICAL DESIGN BUILD. SEAL ��IIAROUND ALL RECESSED LUMINAIRES INSTALLED IN THE DANIEL C. PURGIELBUILDING THERMAL ENVELOPE. ALL RECESSED LUMINAIRES ,�./ �� E /� I ARE TO BE kC RATEd AND LABELED AS MEETING ASTM E 283. 10e .#0 �� - efd, / AW..Arriffird /...lir / 1 _I „, ALL RECESSEQ LUMINAIRES ARE SFa4LED IWTH A A KET R — — III — e i� CAULK BETWEEN THE HOUSING AND INTERIOR WALLOR 0 tp PORTLAND,OREGON Igli. , + + + I � - , CEILING COVERING. °-vrAirdreAlV/AirALI I . + + + + + _ A ■ III IIIrAdi O _. t ' C SPOT ELEVATIONS ARE FROM FINISH FLOOR TO SURFACE OF u .1 Irl I UN 7 , + + +" + + � ■' U ` T 7 I ��ly,....._../� FINISH OF CEILING AND ARE ROUNDED TO THE NEAREST INCH // + + , - I 0 I / TYPICAL D ALL CEILING HEIGHTS ARE TIGHT TO UNDERSIDE OF FLOOR [77 + � + ' UNIT 2 oI i ° UNIT 2 _o - — — — + + :I: " — — — FRAMING ABOVE UON. CONSULTANT: /11 0 — + + - - I , 11 -O I III 1 — — — , E SEE UNIT ELECTRICAL PLANS FOR MORE INFORMATION + + 0 \ ° / + ' _ F EXHAUST DUCTS ARE SHOWN FOR SUGGESTION ONLY. SEE 111L f I 1 + + + — I — • I J + / 1'-3 ' 3',MI ..H7.-11.014 /.////0 MECHANICAL DESIGN BUILD FOR MORE INFORMATION. + I I r :'° -`"'�""� --- G SEE 1/8"PLANS FOR ACTUAL ROOM ORIENTATION- 1 0 __ I 8'-a° 7o" 7o,//4://, :.::..-7.:::....:..:.:. 9.;:.:...:,..;.:•..........,..:.i.:,..;.........1.1.Y.r.:'...: ::::::11:: H : � : � 1 I— Ii II s'-o—I 1 N I II F 1 — ..... . .. .. o - p IDL - A— — a -- ,. I I:: .:. _ -=room-I imp, r .1: — -'7=---' — --'• KEY NOTES 771-1 .EgE1I-.";-# --7- ---="7`z- 4 + + — — ,4 :_ , 1 22 x30 PREMANUFACTURED ATTIC ACCESS PANEL / ..:::::. , , _ _ + + '� ':.::;.--. - _ , _. ___<,1:- 1 I O I + + �-} -- 11 _4I:1-.., f.-, .--C + • I I /�'` COORDINATE LOCATION AND ORIENTATION WITH , , 4„. ' : + + -- - . .. I +. 0- STRUCTURAL FRAMING k IIS + + + + 1- — I — + + #, + + �. + O SOFFIT TO UNDERSIDE OF CABINETS- SEF INTERIOR , - `I ----, 0,111M1 :-.:_:_.: _:-. ..,.::. ::_ ELEVATIONS 0 — — — + + + + i. 0 E# 0 + — — — 0 ( 3 FLAT SOFFIT + - UNIT 2 / O O, irr 11- _1- _ _ _ ! + + ++ UNIT 2 OO + . — — — - 0 CONTINUOUS SOFFIT VENT + + , a 1:::. - 1—�,j O + + -- 0 4) AIL / �• I + + ■ •=.0m.--=...=.1•4••p•� •I••••=-=.k•••=• . + �� ® jr,or//d I 1 IUNbT � + + 1III 1II + � �T7 � i�® . I. ll -01 — - - i., p1111V—Al,,, ,, pini/ i►� �I4, 1 i �►� r ,,, ,--- !I II N /A s . I 0 �i „ilk PST NUMBER 215079 � ► A — I�� _ i► — — — LEGEND ,�3I� II I - — - rgil II °./1/ � i © 'F —' INTERIOR NONRATED GYPSUM BOARD SOFFIT OR Tigard Apartments NONRATED ONE LAYER GYPSUM BOARD SUSPENDED I i 1 I I I I ?` '• CEILING SYSTEM. CEMENTITOUS SOFFIT AT UNDERSIDE OF STRUCTURE j:. 135th and Scholls Ferry, Tigard, OR 1+,+¢f EXTERIOR GYPSUM BOARD SOFFIT 1. BUILDING TYPE A5 - THIRD FLOOR RCP HVAC SUPPLY SCALE. 1/8"= V-0" /I HVAC RETURN FLUORESCENT LAY-IN LIGHT FIXTURE A B CO D © fl) fil ® RECESSED LIGHT FIXTURE-MAINTAIN 1 HOUR RATING AT FLOOR/ROOF-CEILING PENETRATION WHERE OCCURS.SEE TYPICAL NOTES -/A7.- -,1 9 WALL-MOUNTED FIXTURE 14 I I I ( O FLUORESCENT PENDANT FIXTURE I'D—T-1 FLUORESCENT WALL-MOUNTED FIXTURE HOLLAND I PARTNER OPENDANT LIGHT FIXTURE GROUP II { I I 0 0* EXIT SIGNS(W/INTEGRAL ARROW WHERE OCCURS) 1111 Main St#500 ::::::TEs:ALciNE:::::IF:THuTRFIEXTURE IXTURE Vancouver, WA 98660 Phone: 380,.649.7888 0 — — — — — — — — E I �=_ It + SEMI FLUSH MOUNTED CEILING LIGHT FIXTURE SHEET TITLE: al 8 I 1 g i 1 p PENDANT FIXTURE _ _ _ BUILDING - ® RECESSED MOUNTED CEILING LIGHT FIXTURE-DO NOT k -or-11----nliI ° + L PENETRATE 1-HOUR FLOOR/CEILING ASSEMBLY. 8 0 - — + + WALL-MOUNTED FIXTURE - I + + - + + I I; _ � + 0 4 REFLECTED 0 + - + I + + 1 , # INDIRECT FIXTURE UNIT 7 : + + it !I R �-�- , , + + , UNIT 7 CEILING PLAN + } ! T $ in r PENDANT LIGHT FIXTURES(SIZES VARY) + + : , .: I 1 + HEAT LAMPIFANJLIGHT - - - + + i + UNIT 2 oI t 11� " UNIT 21 + ` + r v v TRACK LIGHT I7'-0" - _ �r - - - 1/0 - - - + + + .I _� - - - rt / + _ .I." '�: T + r + _ II ® UNDER CABINET LIGHT I f + r + ._ I _ + + + TJ + I I Ile . I C— — 7 + + + /': CEILING FAN __ 1. ill , - F 7 + + _ + + _ - + + $ 1 HOUR 24"X36" RATED ATTIC ACCESS DOOR ASSEMBLY I' 1 1 + ' + + + + — w JII :Iii _ _ — _ _ _ C7' a" 18,_x■ $,-0° T L.: r y - :77.7:...::::.:.::...'.. ':'..:PIL'.':.-:_:.::.....::::: : ... .. .. . _ .„.._<,.r:..... i 7' fl" + + h �.. :. + I fI I I �8=0 8'-0 + + 8'-0 m I .' ::.: ..:,.� ...:._':; ';.::' ,;. .waw` + + L — _ ± + 47. —_ 4 ) .�«.�.. .�-+.+-,�.� .. ... .. ... .. .. .. -. ,-.. ..e.a••+.rte+..+-..+.-•�-. -..-.e« .. -4.,,--,:.,4-. �.' .. ,.^'r++.-t-7-: :•' -''�r.'+,'r.:•.�...'.�.- r .w,-�y,•.+...-i,�:.=—r. — { •:•, . : r i 4{ �,j�w . . .. .. : � : � = . BLDG :: .. .. . ...." .. . / + r + 1 .... + + t, r---) ,,. ----i ,' : + , , L .. lir—/ 0 I— - -IL — - - + + + UNIT2 0 .1::.-.: :�: o UNIT2 + + $ � + ' —±--.= .—r— ----- o DFtAW1�ll3�r: DATE D 12111!15 0 O + + 1 I: �." + + O 0 - + 1 E 1. _ r-• + + - , ---- U 7 , 1 UNIT7 r + + - + + I it + + + + i _ UN1JT7 S + + 6- + + 3 ' 4 — — — - - — , T -E- , — f I — — - — — — oyy y�Y �" 1 i 0 r I 1_ 10 8 I 8 ill - r 4 .1] C f L a 6 0 —1:1:1 --1:1-- 5 I I 1 I f L. a `m a E v A355 SHEET: g. 2. BUILDING TYPE A5 - FIRST AND SECOND FLOOR PLAN IRS Architects,inc.CD2015 SCALE: 1/8"= 1'-O" 0 E 0, N . LEM 1MS 3'-0" , „ GENERAL NOTES e 7'-6° T 6" s'-D s-D ARCHITECTS ,, 2'-6" ,, 2'-6" e 2'-6" 2'-6' 2'6" 5'-0" 3'0" 3' 0" 3'-0" 3'-0" 1. THE WINDOW MANUFACTURER SHALL MEET SEISMIC AND WIND CRITERIA. THE ATTACHMENT OF THESE ELEMENTS IN 7 NW [3avis 5t�3 2i.�ii ©© 3 5 ©© AI© ©© ©© ANONDITION TO THE - STRUCTURAL TURAL ITEMS SHALL^MEET ENT OTHF OE CALCULATED Suite 300 503221.2077 D A403 •404 A403 A404 A403 A404 •403 A404 •403 A404 A403 •404 EARTHQUAKE AND WIND LOADS, CALCULATIONS AND Portland OR 97209 Wwwirsaithitectsgorn N. AHEAD i N ___ N. _ _ •N .r_-. _ _ SUBMITTAL MAY BE REQUIRED BY THE BUILDING I ' Ip.18 10 _ 8 10 a 8 10 � 8 10MC d 8 10 111 8 10 cv 2. PROVIDE INSECT SCREENS AT ALL OPERABLE WINDOWS. ll ARC 403 404 403 404 403 •404 •403 404 • I Cil 403 4(}4 •403 •404 ll • N. — 'N. N :c.' il n T 3. GLAZING IN LOCATIONS SUBJECT TO HUMAN IMPACT SUCH 3540 `N° Fit Lu w AS PANES IN DOORS, GLAZING WITHIN 24"OFA DOOR ,,,`"Ns 'A GL-1t GL-1 GL- OPENING. GLAZING WITHIN 18"OF THE FLOOR AND IS DANIEL C. PIJRGIEL tl- rSILL I N. — _ J _ , L — OVER 9 SQ. FEET PER PANEL)SHALL BE TEMPERED OR La:vi12-,,7 C '- o ®m 13�N 15 AI Ark ®® ®� 13 ® OPERATOR, 48" LAMINATED SAFETY GLASS. • • AFF MAX i� PORTLAND,OREGON `-) •403 •404 �A403 404 •403 •404 •403 •404 •403 •404 •403 •404 4. SEE DRAWING A402 FOR WINDOW INSTALLATION ry, N. FIN FLR SEQUENCE. �1B OF 00 O SINGLE HUNG OO SINGLE HUNG O FIXED O SLIDER AT TYPE A <>SINGLE HUNG °CASEMENT AT TYPE A UNITS 5. SEE DRAWING 20/A404 FOR INTERIOR WINDOW TRIM AND INTERIOR DOOR TRIM. UNITS CONSULTANT: APARTMENT WINDOW TYPES SCALE. 1/4"=1'-0" 6'-0" th OPENING ROOM DOOR FRAME LABELS HDWR NOTES A404 No Size NAME Thick. Type Material Glass Finish Material Finish FR/S/T GROUP N. M 5 1-6"@ T 1 APARTMENTS AND GARAGES 2'-0" • 10404 5'-2"@ T1 4 001 3'-0" x 6-8" Unit entry 1-3/4" A MTL P- WD P- 20 MIN 1 INSULATED ak 1111 . w 002 2'-6" x 6-8" Bedroom/ Closet/ Bath 1-3/8" C WD-HC P- WD P 2 IIIe1 EQ EQ 003 3'-0" x 6'-8" Bedroom! Closed Bath 1-3/8" C WD HC P- WD P- 2 1 8" 004 2'-6" x 6'-8" Storage 1-3/4" C MTL P- WD P- 3 _ •404 - 5 005 PR2'-6"x68" Bi-fold 1-3/8" HH WD-HC P- WD P- 4 EQ ® N •404 006 2'-0" x 6.-8" Closet Pantry 1-3/8" C WD-HC P- WD P- 2 5 r A404 007 Pf�2' 0"x6` S" Bedroom/ Den 1-3/8" CC WD HC P- WD P 5 A404 �f l _ _ 10 E I 008 3'-0" x 6'-8" Storage 1 3/4" C MTL. P- WD P- 3 A404 R. z„ °o (_ 009 3'-0" x 8.-0" Deck/ Patio 1-3/4" F WD GL-1 P- WD P- 6 10 �F 10 .� I w 010 2'-6" x 6'-8" 8i-fold 1-3/8" E WD-HC P- WD P- 7 •404 e�]-14D4 011 PR3'-0"x6'8" Bi-fold 1-3/8" EE WD-HC P- WD P- 4 ® ti 146D 013 PR2'-6"x6'-8" Bi-fold 1-3/8" EE WD-I-IC P- WD P- 4 •404 o GL-1 Lu " 014 3'-0" x 6'-8" Sprinkler Valve Room 1-3/4" G MTL P- WD P 8 15co m 015 3'-O" x 8'0" Patio Swing door 1-3/4" F WO GL-1 P- WD P- 6 .404 ED TEMP TE UIP _ 016 10'-0" x 7'-0" Garage 1-3/4" G MTL P- WD P- 9 N 11/4. 017 9"-0" x 7'-0" Garage 1-3/4" G MTL P- WD P- 9 r Q1-50-.) 18 PR2' 0"x6`8" Bi fold 1 3/8" EE i WD-HC P- WD P- 4 iv PROJECT NUMBER:ECT NUM : 215079 J 'l N. N. GOMMUNETY BUILDING O .DORMER O T1 102A 3'-O" x 7'-0" Maint Office 1-3/8" D WD-HC P- WD P- ' 19 FIXED FIXED FIXED _ 102B 3'-O" x 7'-0" Maint Office 1-3/4" A F P- WD P- 11 Tigard Apartments 411. FIXED104 3'-0" x 7'-0" Manager 1-3/8" A WD-SC P- WD P- 10 T2 FIXED 106 PR3'-0"x 8-0" Leasing Office 1-3/8" F WD GL-2 P- WD P- 12 6 _ 107 PR3'-0"x 8-0" Entry 1-3/4" J WD TS WD P- _ 13 112 3`-0" x 7'-O" Mens 1-3/4" A WD-SC P- WD P- 14 135th and Scholls Ferry, ` 113 3'-0" x 7'-O" Women 1-3/4" A WD-SC P- WD P- 14 Tigard, OR 114A 3'-0"x 7'-0" Workout 1-3/4" F WD GL-2 P- WO P- 15 ' 1148 3'-0"x 7-0" Workout 1-3/4" F F GL-2 P- WD P- 16 115A _PR3'-0"x 8-0" Hallway 115 1-3/4" F WD GL-2 P- WD P- 17 115B PR3'-0"x 8-0" Hallway 115 1-3/4" J F P- WD P- 18 Notes: •1 Tempered glass m bottom lites of frame glass. 2 All glazing in one hour fire doors shall not exceed 100 square inches. 3 32" clear opening at all accessible and adaptable doors. 4 Garage doors are uninsulated, prefinished standard color, with lock release cylinder and a garage opener with remote 5 Door hardv.are to be"Key Control- Smart Key" by KwikSet.• 6 Manual flush bolt on inactive leaf only, no other door hardware allowd on inactive leaf. 7 Doors shall have hardware mounted no more than 48" above the floor per A1171, 404.2.6 14 3' 0"@W1 6.0 3' 0"@Y1 Material Legend: AL Aluminum HOLLAND 6'-0"@ W2 EQ EQ 4'-0"@ Y2 GL Glass . 2'-0" 4' 0" MFR Manufacturer's Standard PARTNER P Paint gh 5 _ © ©404TL Steel GROUP •404 404N. TC Transparent Finish -Clear 1111 Main St#500 - N. ie. . __ . . N. N. N. TS Transparent Finish -Stained Vancouver, WA 98660 10 10f 10 WD Wood Phone: 360.649.7888 �__I E: 10 A404 w A404 Lii A404 d F Fiberglass „ - A404 w ■ w � o �` �� II SHEET TITLE: ■ W w GL-1o Lii f? !LJ a `_Ni° DOOR SCHEDULE, GL-1 I - 15 DOOR ® N_ •404 0 1.,_. •404 `Q AND WINDOW N. � -r A. A. r . ► - N. TYPES *FIXED *FIXED ® ©FIXED *FIXED ®FIXED COMMUNITY BUILDING WINDOW TYPES SCALE: 1/4"=V-0" 8 ® e '404 404 '404 •404 NOTES: 7 VIEW ® 7� 1. ALL EXTERIOR DOORS SHALL BE PROVIDED WITH THRESHOLD& 13 '404 / / WEATHERSTRIPPING PORT i A404 @UNIT SIM GYP BOARD WRAP HEAD AND _ ENTRY ; 2. DOORS AT GROUND FLOOR ACCESSIBLE UNITS SHALL BE 3.-0"x JAMB AT WINDOW !! 6' 8"BATHROOMS,BEDROOMS, AND PANTRIES&WALK IN 4 CLOSETS MORE THAN 24"DEEP. _, \ C° ® 7 16 \A„.„4(2,4/ 404 n n I I 1x4"WOOD TRIM AT DOOR •404 403 U 404 1 1 3. MAXIMUM THRESHOLD TO BE 1!2"AT BARRIER FREE UNITS AND HEAD ONLY, PAINT GRADE, L. ALL PUBLIC SPACES. n (P-) /� 4. ALL REQUIRED FIRE DOORS SHALL BEAR LABEL FROM A CC A PANEL, B NOT USED c FLUSH, D PANEL, E BI-FOLD RECOGNIZED AGENCY.ALL GLAZING IN 1 HR FIRE DOORS NOT DRAW.BY: ---- 0 1X3 WOOD TRIM AT DOOR 18 gligh a EXTERIOR EXTERIOR INTERIOR TO EXCEED 100 SQUARE INCHES.TRANSMITTED TEMPERATURE DATE ISSUED: 12/11/15 JAMB ONLY, PAINT GRADE, •404 •404 .403 END POINT TO BE 450°F FOR DOORS TO STAIRS FROM INTERIOR a V (P-) OF BUILDING. FIRE DOORS SHALL BE SELF-CLOSING AND WINDOW ® SELF-LATCHING. n U DOOR12 8 OA `404 5. PROVIDE SMOKE GASKETING FOR ALL FIRE-RATED DOORS. Q ..0.- 1x6 SILL,(P-) PAINT GRADE, .404 A404 .404 NIMES ® 6. ALL DOORS IN PUBLIC SPACES SHALL HAVE LEVER TYPE (P ) •404 HARDWARE. 8 /� 7 13 12 li I,-] Uktd SIM 6 A403 '404 A404 SEE SPEC'S FOR SIM TEMPGARAGE DOOR ROFILElill 11- ALIGNPc- 03 000" 1x3 WOOD TRIM, PAINT GRADE, (P- ) II / / I' V DOOR WINDOW F FULL LITE G GARAGE H BO OLD a.L •404 A404 AT DOOR 1156 ONLY E,, DOOR TYPES A401 c' SCALE: 1/4"=1'-0" SHEET: 17. INTERIOR WINDOW AND DOOR TRIM LRS Architects,Inc.©2015 N SCALE: 1"=1'-0" 0 E WINDOW SEQUENCE INSTALLATION PRIOR TO WRB INSTALLATION L TS #REPRESENTS INSTALLATION 7. 9"HEAD SAM INSTALLED, ARCH I T E TS SEQUENCE / N ONOPENTO IING. OVERLAPS 720 NW Davis , EATHING AND 5" / INTO ONTO JAMB SAM,AND • EXTENDS PAST JAMB SAM Suite503221.2077 B MINIMUM 2" P OR 91 Www Ir�i�cts� tz FORTIFIBER MOISTOP PF MOISTOP PRE-FORMED —®9"SELF ADHERINGcL EL 9"MECHANICALLY ®APPLY SEALANT TO INSIDE 12"SILL FLASHING CORNERS INSTALLED IN MEMBRANE(SAM)FLASHING FASTENED WRAP INSTALLED. CORNERS AT HEAD. INSTALLED, STAPLED TO SILL SEALANT. STRIP INSTALLED IN SILL. 4"ONTO SHEATHING,5" INTO PLATE. HORIZONTAL LEG ADHERED TO THE MOISTOP OPENING. BOTTOM IS SLIT EXTEENDS TO INTERIOR LAYER AND ANGLE. TRIM TO / AT SILL ANGLE'S VERTICAL j � STUD FACE. LEAVE TOP OF ANGLE. WRAP SIDES I REAR LEG. JAMB FLASHING ....AN`, r 4 VI RTICAL FLAP LOOSE SO UP THE JAMB, OVERLAPPIN OVERLAPS PRE FORMED DANIEL f PURGIEI. 1/ WRB CAN BE SLIPPED UNDER �� 2" MINIMUM ��O GTHE PREFORMED CORNERS '� CORNERS AND SILL SAM'5 W LATER. A MINIMUM OF 2" 2' MINIMUM p 171S1?1"1 ' UPTURNED LEGS, FORMING A . �Gl�"` fS ��� POSITIVE LAP.1,44°° cc �1 PORTLAND,O�iEGON . / I O� Oe r , o L6�APPLY SEALANT TO ANY 11,111 oc Vr' clotc� PINHOLES fN FORMED SILL �� \�� l# �E INSTALL SILL ANGLE. CORNERS. VERIFY DISTANCE BACK FO1�� FROM FACE OF SHEATHING 1 ' jel, TO MATCH WINDOW DEPTH. L CONSULTANT: 1. SILL WRAP AND SILL ANGLE 2. PRE-FORMED CORNERS 3. SELF ADHEREING MEMBRANE SILL WRAP 4. SELF ADHEREING MEMBRANE JAMB WRAP 5. SELF ADHEREING MEMBRANE HEAD WRAP SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS i AT HEAD THE WRB IS FLAPPED UP :. ::.:. 9. APPLY A BEAD F SEALANT .. OF �" TO ALLOW INSTALLATION OF HEAD AROUND OPENING WHERE THE FLASHING. NAILING FLANGE WILL BE PLACED. ... INSTALL WINDOW AND FASTEN PER MANUFACTURES INSTALLATION U CURES fNSTA 0 . . ... INSTRUCTIONS. 10 INSTALL WRB I • • • • 11 9"JAMB SAM STRIP INSTALLED .:.:...: . . .:... / HEAD STRIP I • .... ....... NSTALLED L 12 9 SAM S RI 14 INSTALL PRE FINISHED META :::::.:: OVER NAILING FLANGE. OVER NAILING FLANGE, WINDOW HEAD FLASHING WITH / POSITIVELY LAPPING OVER JAMB DOWNTURNED END DAMS. SAM OVERLAP SIDE OF FRAME 112"ON :::: • # . • BOTH SIDES(SO FLASHING LENGTH IS WINDOW FRAME+1"). APPLY - i : :::::: / `� APPLY A BEAD OF SEALANT :.::.:.::-.- - SEALANT AT END DAM PINHOLES, FOR HEAD FLASHING rn • ,./Kl # „...----------------- ' / . . , : � i � / ......:,::•:•:•:,: ii11i1i . . P#i�dE� T NUMBER 21507 9 Tigard .. . . ..... . ..... . ..... ... . .. ..... ........ ..... . h1! Fr 135th and Sc o s e ....... . Tigard, OR 6. INSTALL WINDOW 7. INSTALL WRB 8. SELF ADHEREING MEMBRANE JAMB WRAP 9. SELF ADHEREING MEMBRANE HEAD WRAP 10. PRE FINISHED WINDOW HEAD FLASHING SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS • — VENT STACK,PIPING - PENETRATION Ci INSTALL FURRING STRIPS WITH 14 IN E T SCREENING AT HEAD AND .. SILL. FURRING STRIPS CONTINUE UNDER TRIM .. f A•• •• PRE MANUF MTL FLASHIN HOLLAND \ • \ ' BOOT VERIFY WITH MFR.GPARTNER 5Q� 15 INSTALL 9' SAM OVER THE • • • • 19 INSTALL PRE FINISHED METAL 9 ... METAL FLASHING'S VERTICAL LEG. :• FLASHING OVER HEAD TRIM. 110 G :::::::::::::::::::: RUN OVER 112"UPTURNED END ROOFING SYSTEM � ,� ROUP DAMS. HOLD 314"OFF THE ::: /. SLOPING HORIZONTAL_LEG OFE .. ' BACKER , 1111 Main St#540 / 17 INSTALL JAMB TRIM (EXTENDS / 20 INSTALL SEALANT AND BAC Vancouver VVA 98660 ' i �/ FLASHING, SO THE SAM WILL NOT f ROD TO THE MIN 318"GAPS AT Phone: 360.649.7888 ' BE VISIBLE AFTER AFTER THE TRIM DAMSANDANDD DOWN TO BOTTOM OFF METAL FLASHING D JAMBS AND SILL. DO NOT SEAL IS INSTALLED. THE GAP AT HEAD. ENSURE : SILL TRIM. BACKROD AND SEALANT EXTEND _. SHEET TITLE. -, INSTALL HEAD AND SILL TRIM. UP TO BOTTOM OF METAL WINDOW HEAD FLASHING (GUN SEALANT UP o 00 r HEAD TRIM RUNS JUST ACROSS UNDER DRIP EDGE) CLEANLY WINDOW// D R END DAMS (LEAVING APPROX. 1/2" TOOL THE SEALANT JOINTS SAM iLAN . i i -ill i OPENING FLASHING • ..: BELOW BOTTOM • SEALANT&ROD EXTENDS FLUSH WITH JAMB TRIM . .... .... . OF WINDOW FRAME 112 318 . I ,�` DRAW BAND i SILL TRIM HELD • . AND DETAILS �i WATERTIGHT SHEET : .:::: :. 114"CLEARANCE TO RAIN ..-..•.-...............-.........-.-........... :•:. .. ...•• .. METAL RAIN COLLAR COLLAR .. :. ..::.........:::::..........•,.: FLASHING COLLAR BYI 3' .: L c , •... .-....---. . 1111 :::::. . - PRE-FINISHED ... t VARIATION OF COLLARS METAL FLASHING 15. VENT STACK, PIPING ROOF PENETRATION 11. SELF ADHEREING MEMBRANE FLASHING WRAP 12. FURRING STRIPS AND TRIM 13. HEAD TRIM FLASHING AND SEALANT SCALE: 1 112"=1'-0" SCALE: NTS SCALE: NTS SCALE: NTS 0> cp J_ F 1- 4.$u.$ a aCC a DRAWN IgY: ---- DATE I UE[ 12111/15 4 a n 0 N U 0 s Q O 0 C,, N 0 E U O a 0 0 N C N C WE 4 Q ✓ cOI 0W a O '7 O N 0 V7N . a m E c m A4O2 c. SHEET: E m LRS Architects,Inc.©2015 N h r,- O E 'N INTERIOR EXTERIOR I..; CONTINUE AWB UNDER THE -- 10111 I. AWB SADDLES,TYPICAL AWB, LAP OVER FLASHING \N L rS Ali 1.01 AI01 mCONTINUOUS AIR SEAL RAINSCREEN DRAINAGE a" ARCHITECTS I SYSTEM r, r. dr TSO NW VIS S0: 221.1' 2fag rTr - METAL LATH / _vfi" 3112" 6" &At 301 i 221.2077 a hip 111 . 11: 1pp. BUG SCREEN 4 / v Portland OR 91209 wWw.tsatchtteds,Lan r. I I V>>: ' � N. Il ! a Ch 10° X01 I I PFM FLASHING WI DRIP&END C7� 3�a DAMS. SLOPE AWAY FROM M DANIEL C.PURGIEL BUILDING,TYP A Oil - - - - �, FLEXIBLE MEMBRANE o . r. Li FLASHING - t fi PORTLAND,OREGON . .. 111 514x4 CEMENTITOUS TRIM �i O PFM FLASHING Wl DRIP ENDL' �v -01 �t DAMS. SLOPE AWAY FROM OF IA BUILDING,TYP CONT SEALANT SEALANT r. SEALANT AND BACKER ROD AWB-WRAP OPENING 2" \ \ r -.. CONSULTANT: GYP BOARD JAMB REFER TO SHT A402 FOR WINDOW WRAP AND FLASHING J L \ J SEQUENCE 3. VINYL WINDOW HEAD AT SIMULATED STONE 26GAGALVAINZED SCALE. 3"=1-0" MATERIALS SHOWN 4. SADDLE FLASHING PROFILE#G-1743 5. DECK OUTSIDE SADDLE FLASHING PROFILE#G-1745 LEFT PROFILE#0-1745 RIGHT EXPLODED FOR CLARITY SCALE: NTS SCALE: NTS . i / lI AWB 1 _ 6"FULLY ADHERED FLEXIBLE dr VERIFY 4, I MEMBRANED FLASHING OVER TOP EDGE OF METAL FLASHING l EXTERIOR RAINSCREEN DRAINAGE .. INSECT SCREEN [i SYSTEM 17 7 V-2112" 7 I BACKER ROD AND SEALANT 1'-2 112" - 2"L FLASHING W/DRIP 5/4x4 CEMENTITOUS TRIM I, , I METAL LATH I N : 5°,TYP 318" AWB J 15_ I _ -•( ` jr"--.'„ I BACKER ROD 1 SEALANT 3/8" 6" r ; 5" I - ,'• SEALANT i - FIBER CEMENT TRIM BEYONDJOINT \ p. I [I THRESHOLD SET IN FULL • °ry. - N/I i BED OF SEALANT --• - - - -- -- - ► i 'II : .. N 11111 Li' VINYL WINDOW SET IN 1\44 - + THRESHOLDI 11 SEALANT @ JAMB/HEAD iv I QI I FLANGES 318 I CONCRETE SIDEWALK- 4 N. / / SLOPE TO DRAIN AWAY SEALANT •S . ` FROM BUILDING(TYP) 4 • k . /• EXPANSION JOINT k\\ BACKER ROD AND SEALANT o • °" MATERIAL d Q 041, O•` : 1AWB PRE WRAPi ECT NUMB 215079 . •�, PERIMETER SLAB 0 PROJECT R INSULATION, EXTEND TO FIXTURE MOUNTING •fir - F BLOCK Q' �� WITHIN 1"OF TOP OF #0* : CONCRETE SLAB. o r N. Tigard Apartments • SEALANT SLAB EDGE41 ' �•• O 1,• \ N.. 1 N. 6" Jr - 1 TERPROOFING, �� „ � CONT. SEALANT C NTINUE UNDER DOOR l PWD SILL WITH PLAM 5" THRESHOLD i REFER TO SHT A402 FOR - Ferry, :: / - I - 135th and Scholls INTERIOR AWB WINDOW WRAP AND FLASHING - - 4' i - - - _I Tigard, OR SEQUENCE 3112" 1 3112" 6. FIXTURE MOUNTING BLOCK AT FIBER CEMENT 7" EXTERIOR DOOR SILL a@ LAP SIDING 8. VINYL WINDOW JAMB AT SIMULATED STONE i 26 GA GALVAINZEDISOLDERED 26 GA GALVAINZEDISOLDERED PROFILE#G-1746-R PROFILE#G-1746-L SCALE: 3"-1-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" MATERIALS SHOWN 9. RIGHT SIDE BEAM SADDLE WI/ LEDGER OFFSET 10. LEFT SIDE BEAM SADDLE WI LEDGER OFFSET EXPLODED FOR CLARITY SCALE: NTS SCALE: NTS INTERIOR EXTERIOR 7 -- 71 r - 71 • I Q 9 I - 1-4 112" I 1'-4 1/2" 4 REFER TO SHT A402 FOR14 or I _,0,_ WRB ABOVE TO LAP -------___ !/ _i ii PT FURRING STRIPS WINDOW WRAP AND FLASHING N. , -"1111111114II •.-•f RAINSCREEN OVER FLI=XIBLE SEQUENCE . DRAINAGE '' yv MEMBRANE FLASHING SIDING SYSTEM. SEE EXT - - - SYSTEM 4 SEALANT BETWEEN ELEVATIONS FOR TYPE 4� SEE OIL 15/A404 FOR MORE �. CONTINUOUS MORTAR WRB LAYERS INFORMATION 6" \ 5 HOLLAND METAL LATH IFIXTURE SELF ADHERED / ii CONTINUOUS PFM FLASHING f ,�`5 / f p -LIGHT FLASHING, LAP OVER W/2 1/2"VERTICAL LEG& 114" I PARTNER TURNED DOWN HEMMED LEG. BACKER ROD AND SEALANT METAL FLASHING X / GROUP COORD WI ADJACENT z_ FLASHING ATWINDOWS / CONTINUOUS PPM FLASHING ,�\ 1111 Main 5t#500 W1114"TURNED DOWN '` Vancouver, WA 98660 �' I �'� - HEMMED LEG. NOTCH Phone: 360.649.788$ A „, • „;„.,_ EE ELEVATIONS VERTICAL LEG AT WINDOW r .•,, • f 9 SET FLASHING IN �,r , , OPENING. LAP UNDER SILL Y �/ //i - FIN. COORD W/ADJACENT L • CONTINUOUS BEAD OF _ i� - FLASHING. _ SHEET TITLE: 0 ,,.... . . , ,. i I-A .,_ . , '/ ° 4Pir- � �I / - SET FLASHING IN DOOR AND WINDOW �. .d FMF SILL PAN i1 . A ,". . : CONTINUOUS BEAD OF SEALANT • / IBUG SCREEN kw* SIMULATED SILL STONE b DETAILS, / , �4 METAL LATH , / T_ FLASHING DETAILS Ale a I RAINSCREEN DRAINAGE n 6" 17 PRECAST MOUNTING SYSTEM d o R BLOCK � a� 4 WRB a / I 17. 9p 1 .';� I'1... � BUG SCREEN " h RAINSCREEN .1 4 CONTINUOUS MORTAR 4 — — — f foo - RAINSCREEN DRAINAGE 7 r -" AWB 1 I v� ' a SYSTEM 4; DRAINAGE v 4 I ol. SYSTEM METAL LATH J SIMULATED STONE Li.L) ' METAL LATH 5112" °:a SIMULATED STONE 1.i AWB 5112" I 1I 26 GA GALVAINZED/SOLDERED 26 GA GALVAINZEDISOLDERED 11, FIXTURE MOUNTING BLOCK INS TONE VENEER 12. SIMULATED STONE WAINSCOT CAP 13. VINYL WINDOW SILL AT SIMULATED STONE PROFILE#G-1747-R PROFILE#G-1747-L SCALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1-O" MATERIALS SHOWN 14. RIGHT SIDE BEAM SADDLE W/ LEDGER OFFSET 15. LEFT SIDE BEAM SADDLE WI LEDGER OFFSET EXPLODED FOR CLARITY SCALE NTS SCALE: NTS SEE FLOOR PLANS r - - - - FOR WALL TYPE .6 : r --- ) -514x4 CEMENTITOUS TRIM SUPPORTING FURRING - - a STRIPS(TYP) -o - 3 314" 4, 0 } PFM FLASHING AT INSIDE CORNERS 4"LEGS .. •.. . . i • • ' ' ' ' • o a DRAWN BY: o .....�r...��� FIBER GEMENT SIDING �r —- —__ - SYSTEM-SEE DATE ISSUED: 12!11115 a "� ' ELEVATIONS FOR TYPE m n a 1-1-C' *.'i..74« ' FILLET SEALANT JOINT 2.a 1411111 IP 11110 1 41 111 BACKER ROD AND SEALANT d. /// / / 11/• /J I I t I 1 I I I I MI I I I I ' METAL LATH •p 4 ,a. 92 --85 DEGREES MINIMUM RAINSCREEN DRAINAGE c 44 J • 4 . a n aI I .,Pd • SYSTEM FIBER E FIBER CEMENT SIDING :; SYSTEM-SEE AWB 4 ELEVATIONS FOR TYPE 3/8" 41 ro t 4 0 SIMULATED STONE RAINSCREEN cr L. c . CONTINUOUS SEALANT DRAINAGE ) AWH - SYSTEM R(2ESISTANTLYERS BARRIEREATER AT 514x4 CEMENTITOUS TRIM METAL LATH AIN 'g .. t. INSIDE CORNERS BACKER ROD AND i CONTINUOS SEALANT SIMULATED STONE 4 SEE PLANS FOR WALL ` i - a. TYPE L J iiiE A4O3a E 17. INSIDE CORNER AT SIMULATED STONE 18. SIDING TO STONE TRANSITION 26 GA GALVAINZED SHEET: LRS Architects,Inc.©2015 SCALE: 3"=1'-O" SCALE: 3"-1'-0" 20. CAVITY BETWEEN ELECTRICAL PANEL BOXES F SCALE: NTS s 1( VERIFY INTERIOR EXTERIOR i L TS v SIDING-SEE ELEVATIONS UNIT BREEZEWAY / AWB I � SEALANT SCHEDULED DOOR ARCH H I T E T FLASHING, WINDOW HEAD SHELF THRESHOLD SET IN FULL FLASHING,TYP ; RAIN SCREEN ASSEMBLY: 720 NW .2,21,1'121 tt BED OF SEALANT, PEMKO —.) J I �i FURRING STRIP-RUN VERTICALLY dui 3A@ D \ OR EQUAL r L \ O. AND ALIGN WITH STUDS. INSECT SHELF SHELF 1 SCREEN AT BASE �a OR WwW.Irsarchttectsixam WATERPROOFING AND I v N DRAINAGE MAT I \ / I I III AWB PRESTRIP 2 HIGH AUTOMATIC DOOR N Fl BOTTOM.PEMKO 412, PKL SHELF 12 d Iizi N • a ,� ` I ✓ I I PPM FLASHING `T�(�" � FACTORY PROVIDED SHELF � r .; �. -. .. • _ ._�•...� - H . � v aa I //\1/11 I /// /// // 'N41 • ° , L . J I I 5/4x4 CEMENTITOUS TRIM AN 3540 I 112" -~ SHELF ti 'N /// /// I I I .c.b DANIEL C.PURGIEL ADA OFFSET SADDLE _ � � iippomp. I ADOFFSTHRESHOLD - ' i .I tasiGl7A —3 SHELF I SEALANT • `'t 114"P.T.SPACER _N. • FRAMING PER I" FLEXIBLE MEMBRANE — : — �' tfi PORTLAND,OREGON .. . 7 _�, STRUCTURAL FLASHING,WRAP UNDER - � if r�O ii PFM FLASHING W/DRIP&END v DAMS. SLOPE AWAY FROM i •' THRESHOLD A R BUILDING OF Q •J g SHELF � �7 ' "' N WRB BACKER ROD Ll= b . .N = AND SEALANT ° — a _. v EXPANSION JOINT MATERIAL in b b Q d. ', , _ ° CONT SEALANT = a :wTER5T GYP BOARD JAMB= FMF-WRAP OPENING _ AING PER4 It(kii%•( aI : ,, .' '' ' REFER TO SHT A402 FOR WINDOW WRAP AND FLASHING 2. AUTOMATIC DOOR BOTTOM 3. SHELF HEIGHTS 4. UNIT ENTRY THRESHOLD AT 2ND & 3RD FLOORS 5. TYPICAL WINDOW HEAD SEQUENCE SCALE: 3"=1'-0" SCALE: 112"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" MATERIALS SHOWN EXPLODED FOR CLARITY EXTERIOR AIR SEAL BETWEEN AWB LAYERS SIIINTERIOR 1 ' SEE DTL 5 FOR RAINSCREEN or VERIFY SIDING PER ELEVATION EXTERIOR ASSEMBLY AND TYP OTHER SEI=PLANS FOR NOTES SEE DTL 5 FOR411WWALL STORAGE EXTERIOR TYPICAL INTERIOR WALL SEE RAINSCREEN ASSEMBLY I ".. TYPES SEALANT WALL ASSEMBLIES AND TYP OTHER NOTES AP . :. VAPOR BARRIER 5/4x4 CEMENTITOUS TRIM .. .', W__ , '. WRB ON PT FURRING STRIPS, DO TO FASTEN THROUGH • CONT INSECT SCREEN AT BASE HEADER-SEE 114" 318"MIN WINDOW FLANGE 71f— OF AIRSPACE STRUCTURALBACKER ROD 1 SEALANT 318" FMF-LAP OVER WINDOW I — JOINT i� •.:,.1 FLANGE ' i ., `4 —: i _ _ ill 1 ��_��� VINYL WINDOW SET IN .\• r N. ! - I INSULATION TO -7-1111p1 SEALANT @ JAMB/HEAD g 5" - — SCHEDULED DOOR M i FILL GAP ,01-10 FLANGES N, I1" j \ � 1x4 FLAT WOOD I SEALANT THRESHOLD SET IN FULL 1x2 WOOD TRIM TRIM iliiiiii I PFM FLASHING BED OF SEALANT,PEMKO BACKER ROD OR EQUAL I c-- I �� AND SEALANT - r / S I' EST NUIIABEf 215079 CLOSET ROOM 114" �.�' � ` 1��__`v,! BACKER ROD HEM / 111 � AND SEALANT BI-FOLD DOOR DOOR- POR Tigard Apartments 514x4 CEMENTITOUS TRI SEE DOOR R ER 1", SHOWN EXPLODED FOR CLARITY SCHEDULE PWD SILL WITH PLAM SHIM - 135th and Scholls Ferry, CONTINUOUS SEALANT INTERIOR 3/8"MINIMUM REFER TO SHT A402 FOR REFER TO SHT A402 FOR Tigard, OR WINDOW WRAP AND FLASHING WINDOW WRAP AND FLASHING 6" STORAGE DOOR AT CONCRETE 7. BI-FOLD DOOR HEAD 8. HEAD: EXTERIOR DOOR SEQUENCE 10. TYPICAL WINDOW JAMB SEQUENCE SCALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" MATERIALS SHOWN EXPLODED FOR CLARITY EXTERIOR INTERIOR INTERIOR EXTERIOR 14 . I J,. SEE DTL 5 FOR SEE DTL 5 FOR RAINSCREEN RAINSCREEN ASSEMBLY HEADER ASSEMBLY AND OTHER TYP i AND TYP OTHER NOTES NOTES \ SEE PLANS FOR AIR SEAL BETWEEN WRB LAYERS i WALL GYP BD JAMB - ::::::0w (JAMB SIMILAR) HOLLAND ••s FMF FLASHING ;•_ CONT SEALANT PARTNER 1x4 FLAT WOOD II ti BED FMF UP SILL ANGLE TRIM z INSULATION TO GROUP 1x4 FLAT WOOD - 1 �� FILL GAP 1111 Main St#500 NO SEALANT IN WEEP HOLES [ __ I TRIM \� • /".: M _ BACKER ROD I SEALANT 1/2"- Vancouver, WA 98660 4 X 1x4 FLAT WOOD WOOD SILLS 3/80 Phone: 360.649.7888 TRIM lii`A5 I .. _ _ ...; : : IJ»/t// IME A' \ I RAINSCREEN FURRING WITH BUG SCREEN 5/4x4 CEMENTITOUS TRIM I ���� �I ; �, SHEET TITLE: r.r....rrr+r.... rrr.... r.r.,....r.rr" 1 ,j"INL "114 �� / 1 I` MOISTOP PF SILL FLASHING DOOR AND �� 1x3 WOOD 1 1 / 5/4x4 CEMENTITOUS TRIM TYP INTERIOR SHIM DOOR GRADE,(PT ) i WINDOW W CONTINUOUS SEALANT FMF SILL PAN DETAILS 3/8" MINIMUM DOOR PER CONT.SEALANT SCHEDULE - SIDING -PER ELEVATION cdeT) L., AWB Nc. lb; I , Li'l. REFER TO SHT A402 FOR J REFER TO SHT A402 FOR WINDOW WRAP AND FLASHING WINDOW WRAP AND FLASHING 92" INTERIOR DOOR HEAD (JAMB SIMILAR) 93" JAMB: EXTERIOR DOOR SEQUENCE 15. TYPICAL WINDOW SILL SEQUENCE SCALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" MATERIALS SHOWN EXPLODED FOR CLARITY EXTERIOR INTERIOR TURN UP F.O.S.BEYOND END DAMS i-- 3" HM DOOR/FRAME \t— r DOOR FRAME ASSEMBLY 1'.-'DOOR LEAFT�� �, i_t_ti71 THRESHOLD PEMKO 158_ OFFSET SADDLE OR EQUAL ALUM.THRESHOLD-SET L, 1 IN FULL BED OF SEALANT, S SET ON PPM SILL PANAII;IN Y: --- PRE FINISHED METAL WEATHERSTRIP - SILL PAN DATE ISSUED 12/11/15 SCHEDULED FLOOR Exx CONCRETE SLAB ON kik- FINISH.SET .q�- GRADE THRESHOLD OVER CV 2 `= SLOPE DN ` 1 kr ate' Th_ SLOPE +TO DRAIN �� =tom 0 ., Q o ; Q n .-- a I \\J\\ \N \N ,� • a Q a a SLOPED AC PAVING A\�\\�\\� �.�.�♦� a ASPHALT IMPREGNATED j 4I.jI• a CONCRETE FOUNDATION DRAINAGE BOARD 44 4 Q IF MECHANICALLY ATTACHED, ‘������� a a -4 - Cd 5 SEAL AROUND ANCHOR \ .♦. vie, A Y1 A 4 0 4 m Fi9 76. SWING DOOR THRESHOLD AT GARAGE 18. THRESHOLD EXTERIOR AT 1ST FLOOR SHEET: -I AUV LRS Architects,Inc.61 SCALE: 3"=1'0" SCALE: 3"=1'-0" 2o�a C c i0 E ALT RIDGE VENT ROOF OVER 2HLAYERS BLDG \ ; _ rNGLE • ._-,`f�,....___,�,.. -_,\ PROVIDE NOTCH IN PAPER SEE ROOF ASSEMBLIES $ BLOCKING FOR VENTILATION SEE DETAIL 41A406 LIMN riiiirS 114" - ASPHALT SHINGLE ROOFING ♦ NOTCH TOP OF BLOCKING '` / =_ SYSTEM ~ I - AWPT B(TYP) NG STRIP BEYOND WITH (3)2"WIDE X 2"DEEP V `, , : ARCH I T E T S ROOFING UNDERLAYMENT COMPOSITION CUTS FOR VENTILATION 1' } 7 NW Davis 5O3.22'1.i T2i ROOFING SYSTEM `1 112" ,, '; ? F ;`� � LAP SIDING ON 314"PT .. ---- / �� w FURRING STRIPS OVER ! ti ��� •✓ >- UNDERLAYMENT �� STUDS D .•.. , : '_ ` ?1lIi ;III:: ,. ! 7 PT4X4 BRACKETTYP EPFLAING6MIN OVERUNERLNT MINIMUM CONTINUOUSSOFFIT\ -;♦ i ®� BUILDING PAPER ' � 4 j, 112" �'l 1I CONT. METAL GUTTER W1 y 'INI`%.:--------. -• J N ' i - SEALANT, TYP DOWNSPOUTS PER PLAN 8 3640 ,� = ° ° ' - ELEVATION ==,l DANIEL C. PURGIEL F. • EXTERIOR CLADING BLOCKING SYSTEM SEE EXTERIOR ' 'E, 1 I PORTLAND,OREGON 2„ -\ (ROOF/CEILING ! ELEVATIONS FOR TYPES i" ♦ 1 \ "`w Iii,, . IX SPACER 7( / ASSEMBLY,SEE it ! 3 � ; .. : --— CONCEAL ALL FASTENERS, r /'O�, ` DETAIL-!-) PT FURRING STRIPS ► 2x8 FASCIA BOARD 0400...- '' �� TYP. • It AWB p " i1 CONTINUOUS SOFFIT VENT `� ____,) EXT. SHEATHING PER _� PRE STRIP W/WRB BEHIND BLOCKING AS REQ'D STRUCTURAL .---- rill111116._ SOFFIT �' I '' BRACKETS,TYP.• �' M: ,'� SEALANT a '�K CONSULTANT: r PT FURRING STRIPS --""• :. AWB M._ ._ 2. ROOF SLOPED PARALLEL T RAKE AT BUILDING 1. VENTED ROOF RIDGE 00 S O O WALL 3 U ING STEP 4. TYPICAL SAVE DETAIL 5. DECORATIVE BRACKET SCALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: 1 112"=1'-0" SCALE: 1 112"=1'-0" SCALE: 1 112"=1'-0" SIDING PER ELEVATIONS ALUMINUM GUARDRAIL Illi „------ SYSTEM.SAPA ALUMINUM "! � RAILING SYSTEM, � `�N �-"- K —TYPICAL EXTERIOR WALL SEE PT FURRING STRIPS j CONTACT: STEVEN KOCH }.4 FLOOR PLANS AND WALL AWB 503 780 4346 -� "+� ASSEMBLIES CONTINUOUS INSECT F PLYWOOD PER STRUCTURAL TIN ;\./ % :Y :0::444. SCREEN �w'M.�:::. 5/4x4 CEMENTITOUS TRIM _�L. ... , ` ,. ,^. ,..- j illi < _______________________ PFM FLASHING , , 1, ;;,,: AWB ,rte°>T '\ 7.79:..;';',.X A .� ,.._ 1 HOUR RATED SEMI EDGE OF DECK r` v 15 . EXTINGUISHER CABINET RECESSED FIRE BEAM BELOW CENTER ON � COLUMN A407 N. L,.:...<:. `i► /7 ASPHALT COMPOSITION ROOF SHINGLES A ® GUARDRAIL POST CENTERED — ON DECK POST r-- - fi 1 \ '' . 1 PARTY WALL SEE FLOOR PROJECT NUMBER 215079 ROOF SHEATHING 6x6 POSTII PLANS WALL ASSEMBLIES t RAIN SCREEN ASSEMBLY: Tigard and A artmenis ! EDGE OF DECK PLAN VIEW ) �7 Alik � 1 � --- FURRING STRIP-RUN LINE OF ALUMINUM ALUM PICKET EVENLY SPACED S041' VERTICALLY AND ALIGN WITH ♦� \ TOP RAIL ABOVE, 4„ SPHERE CANNOT PASS THROUGH STUDS CENTERED ON 6X6 135th and Scholls Ferry, ."-----„,s,...„ POST SEE PLANS FOR LOCATIONS OF FIRE EXTINGUISHERS Tigard, OR 6. ROOF TO WALL FLASHING 8. DECK COLUMN (BREEZEWAY SIM.) 10. FIRE EXTINGUISHER CABINET SCALE: 3"=1'-0" SCALE: 1 112"=1'-0" SCALE: 1"=1'-0" EXTERIOR WALL. SEE PLANS FOR SCHEDULED TYPE -' SIDING PER EXTERIOR �_. .w RAINSCREEN ASSEMBLY AT = ELEVATIONS ` LAP SIDING �`- 314" FURRING STRIP ALIGN W/ / - ,, .. E BREEZEWAY • .›••••< , EXT.WALL SEE PLANS FOR I Cif STUDS H ....,...----,s, II AWB ' � SCHEDULED TYPE .y :, 0404.....,,�.-,, ♦ AWB WALL SHEATHING � UNITAllk ) ��� � �"' SEE FLOOR PLAN � FOR WALL TYPE HOLLAND A406 .. f' BUG SCREEN 4 j ,; �; �� Ff f: =� • ,t. IM r' i � i% r H. f ► ;� PARTNER `. ` �` WATERPROOFING ♦ i':..S'z:::,:.UNIT . . � AND DRAIN MAT \ '' i \ TYPICAL BASE TRIM GROUP r..� BREEZEWAY t N F� /. --•. 1/4" !>:�-Y1111 Main St#500 _ - J • ♦ �� . \ 2x6 80TTOM PLATE i' m // // lil :/- HEM ;LI': Vancouver, WA 98660 �� Z„ ii iJ/ W ��I• ` '0000 . _ Phone: 360.649.7888 : M fl0 `-` o -(2)2x6 TOP PLATE U to 114" ¢ - :♦ >s _ N. L_ \ �� HEM Q SEE DETAIL 111A406 0�" AWBSEE RP W, / `� 514x4CEMENTITOUSTRIM /- `= ,- SHEET TITLE: -- W FOR ADb1TIONAL INFO ♦K .- v3 i RAIN SCREEN ASSEMBLY: ASHING WITH LEG CONTINUOUS BUG �- ° - I� LU AWB SCREEN \ y„ FLASHFM LWI EMF EMBEDED W :,", -SHEATHING PER STRUC. A PA R TMEN T / ° 1 1 Al /�--� N • ��� / � 5 I -y t FURRING, r + f T T T T f r r LLI AND <::; /2, CONTINUOUS SEALANT 1 - al 112 GAP WI SEALANT AT JOIST LINE _ PFM FLASHING WITH 4" LEG, J' `` - ALIGN FURR'G W/STUDS FLASH W!EMF. EMBEDED iN -�• ; Tri I SIDING PER ELEVATION =NTIN OU5 SEALANT ::`- ,'' ' I CONT.518"TYPE'X'GWB 11111 CO U -- SEALANT(TYP) o LJ INT.WALL BASE GARAGE • " " CONT.VENT —SLOPE 2% f,.- OFI � ` ' PRESTRIP WI AWB PRIOR TO 5!4"X514"EXTERIOR TRIM : II1 DETAILS WATERPROOFING AND DRAINFRAMING BREEZEWAY PROVIDE GAP FOR WATER '' MAT.WATERPROOFING TO PPM FLASHING AT INSIDE CORNERS w` UNIT DRAINAGE AT PREMOLDED \w CONTINUE UP WALL 6"MIN. CONT.SEALANT 12"PAST EACH CORNER,TYP/ SEALANT BED EXPANSION JOINT ' 4"X 4"METAL FLASHINGr - f +� DOWNSPOUT PLAN FOR OCCURS PLYWOOD SHEATHING PER 1x2 TRIM CONCRETE PATIO/SIDEWALK t- ~,• '� STRUCTURAL �,.� LOCATIONS. / / � FRAMING PER STRUCTURAL PT FURRING STRIPS -•EXTERIOR WALL. SEE PLANS r \. , CONCRETE FLOOR SLAB WRB _ .- FOR SCHEDULED TYPE '' • 11. BREEZEWAY TO WALL BASE FLASHING 12. FLR. @ BREEZEWAY/UNIT 13. INT & EXT CORNERS AT LAP SIDING SYSTEM 14. SIDING DETAIL AT PATIO SLAB 15. EXT. WALL/FLOOR CONNECTION SCALE: 3"=1-0" SCALE: 1 112"=1'-0" SCALE: 3"=1'-0" SCALE: 3"-1'-0" SCALE: 1'=11-0" AIR PARTY WALL SEE FLOOR PLANS EXTERIOR WALL WALL TYPE PER PLAN AND WALL ASSEMBLIES $^ PARTY WALL SEE FLOOR PLANS ;! 1 SEE 10 FLOOR PLANS AND WALL ASSEMBLIES \ \"M P.T.PLATE&A.B. AND WALL ASSEMBLIES FIRE BLOCKING AS REQ'D. EXTERIOR WALL BEYOND DOWN SPOUT UNIT : 1 SPACED EVERY 10 LF MAX. ----- FIRESTOP PER WALL TYPE GARAGE , r PROVIDE MAT'L BETWEEN PLATES = SPACED EVERY 10 LF MAX GARAGE DOOR ASSEMBLY P.T.PLATE&ANCHOR BOLT BASE TRIM(TYP.) - ;;2 I PER 1994 UBC SECTION 708.2.2 • .:•.---` GARAGE INSTALL PER MFR'S SPECS �, UNIT UNIT FIRESTOP MATERIAL AS •�.,{ LOPE UNIT - < UNIT PER WRITTEN INTERPRETATION '^S SIDEWALK,. ELEVATION ::K r,...,3LL, ,; 2x6 PT PLATE �'*4; I VARIES, 5EE CIVIL . -.� ;= Of OREGON AMENDED UBC M, „ _.> TYP.INT.WOOD BASE DRIVEWAY SLAB F3 F3 114 DATE ISSUED; 12/11/15 F1 SLOPE AWAY FROM BLDG �' 4 • T` n TYP. •BASE TRIM T1 I HEM ,I. P-T.PLATE 8 AB. _ " F1 I /' - H z I InI P --: SLOPE F4 `' — AY 1 112"GYPCRETL F3 ��- :::- F3 -_. _... 1 — _ - — r` •: ::�•, I' IN FIN.GRADE SLOPE AW 0 'Ti 114"PER FT. 1 1 .' �.,..,.,•. GARAGE FLOOR FINISH LEVEL - , . . :: ,,�p �' }�}:� �C ..-• - I I � --- - �:::::h in FROM BUILDING,TYP. a (TYPICAL TOP OF FOUND.WALL) -i I— III .I... I-- ,,,,.4. MI, r• - \ r *§: PERIMETER PFM FLASHING- �� i !: 0:000 I I ( € I `t 114" .R.,a���y ` I HEM • E> t�:�:ar COLOR TO MATCH WALL COLOR f! jI JOISTS PERPEND. JOISTS PARALLEL *^ F • V a �- _- ''' _ 4 I ° :400;4; F' TO WALL .'� TO WALL NAILER AS REQ'D ... i, ° 1 I ' • :•: 2'-0"CONTINUOUS R-15 RIGID v 4000. I 1000. € sj � � _ I I I - '`'e" INSULATION AT FOUNDATION 1 1 �.-_� _ LL WHER . 3, � € III FLASHING WITH 4"LEG, i,.•ow, ERIMETER 4 6"STEM WA E-.-_,I I FLASH FMF EMBEDDED '•• y a �.� ' I — -- FOOTING RI=QUIRE❑ :i ! _ I IN CONTINUOUS SEALANT FOOTING Am d I • AN : co FIRE BLOCKING AS REQ'D. • ! ! 1 :0000.._ H W::.I ',...}< ; SPACED EVERY 10 LF MAX. . . r i _--- 6"BACKFLOW PREVENTER PROVIDE MAT'L BETWEEN FOOTING . . ..-I IPROTECTION BOARD ATTACHED TO FOOTING PLATES DRAIN,TYPICAL AT RAW p Je 8„ I, GARDEN CONNECTION m a FOOTING RAIN GARDEN a. CONNECTION SEE CIVIL A4O6E a 16. WALL/FLOOR CONNECTION 17. SLAB/WALL CONNECTION 18. FOOTING @ GARAGE DOOR 19. FOOTING/WALL @ GARAGE SLAB 20. APARTMENT FOOTING SHEET- LRS Archdecfs,Inc.02015 r, SCALE: 1"=1'-0" SCALE: 1"=1-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: 1"=1-0" a 0 E a SIMULATED STONE VENEER 1 L rS 4 SIDING PER EXTERIOR I! \i\ l SIDING PER EXTERIOR .` r AWB ELEVATIONS I I ' ELEVATIONS 318"FURRING STRIP ALIGN W/ PT COLUMN PER " STRUCTURAL 3/4 FURRING STRIP ALIGN W/ STUDS 3 ih% SHEATHING PER STRUCTURAL , STUDS ARCH I T E G T S AWB AWB WALL SHEATHING �I RAINSCREEN DRAINAGE SYSTEM WALL SHEATHING 720 NW E avis 501.221 1121 kJ, METAL LATH Suite 300 50322'1.077 D BUG SCREEN ii BUG SCREEN ° MORTAR SCREEN --- SADDLE FLASHING, SEE ti, � � � 1Nww'I[S�itfcli6�t3wR1011:>I Oa SHEET A404 °I _ 1.1111 PT 2X3 FRAMING AZ _ _ COLUMN BASE CONNECTION I PER STRUCTURAL L PT LEDGER, STRINGER AT ✓��irrrrriiiiiiiiiriil77 i ilii/.. • I SIMILAR CONDITION — FLASHING PREFINISHED METAL �-y FLASHING LAG BOLT PER STRUCTURAL L. SET IN SEALANT BED Ei4 ,��j� 3540 {�y ROOF BELOW PROVIDER 11 BATT I • j'" I FOOTING AND REINF. PER DANIEL C.PURGIEL ' INSULATION AROUND INSULASPRINKTION RISER CHASE .<1 "" STRUCTURAL I IT PRE-WRAP WRB BEHINDC� - - (LEDGER, STRINGER) � G714T1 ___.__ FRAMING MEMBER N�E 3 PFM FLASHING. INSTALL �' POf3B'OREGON ._._ __.. E_ __ _._�.- BEHIND LEDGER AS FAR UP 11? • + C§) N - -... OF ov `\/` `�.'V,%<'r,,X' Ys ALLOW.LAG BOLT WILL :> 14T N I E BEAM PER STRUCTURAL j _ _ '"' — — PRE STRIP AWB BEHIND IE x 2.-4' SADDLE, SEE SHEET 404 11 ............... ; I f SEF A101 FOR SPRINKLER CONSULTANT: VALVE LOCATION ON EA. . f \ ........�..__ BUILDING 1. SPRINKLER RISER CHASE 3. SADDLE FLASHING AT DECK BEAM 4. COLUMN BASE AT 1ST FLOOR PATIO 5. LEDGER FLASHING SCALE: 1/2"=1'-0" SCALE: 3"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 3"=1'-0" 12 12 ALUMINUM GUARDRAIL w ELEC.WALL HEATER UNIT 1a I I 3 3 I SYSTEM.SAPA ALUMINUM z SEE 1/8"PLAN W/THERMOSTAT ! I RAILING SYSTEM, w J € 1 �- ALUM TOP RAIL CENTERED 6A PROVIDE R-11 BATT I 1 i 503N780-4346 STEVEN KOCH W 14T INSULATION AROUND U p ON COLUMN BEYOND ©© A407 SPRINKLER VALVE ROOM I It 146.: Q --CONC. STEM WALL BELOW TOP OF DOUBLE PLATE / N TOP OF DOUBLE PLATE ` i N. ',''' '" ,. raiStigWHERE APPLICABLE-SEE SHEET 101 liriPW.-- SPRINKLER BACKFLOW PREVENTOR _...___.-.-.__ .._ .__ . --_______ . _... ._..__... '. 6B _ — POST BEYOND z LOPE FLOOR A407 El 14T s'- 1/4"PER FOOT / ROOM ORIENTATION VARIES imillil Zo N E X. TO DRAIN • 014 -SEE SHEET 101 f `F .............-- . ...._ ALUM PICKETS SPACED SO 4" Lu - SPHERE CANNOT PASS Lu APPROVED FIRE SPRINKLER THROUGH 4 0.111 6C SIGN PER FIRE MARSHALL o o A407 Bo co co cn z h "' PROJECT NUMBER: 215079 14T WALL LIGHT ON 8 CONC.STEM WALL WHEREk I CONC.STEM WALL WHERE © E CLG-MOUNTED FULL CHAINA406 77z APPLICABLE-SEE CIVIL APPLICABLE-SEE CIVIL N. ZTigard Apartments PROVIDE PENETRATION FOR 1 BLOW OFF-SEE SHEET A009Z ., SEE A101 FOR SPRINKLER SEAL AROUND ANCHOR 135th and Scholls Ferry, VALVE LOCATION ON EA. N, N. --N Tigard, OR BUILDING 2X6 SPACED DECKING A. B. B. 6. SPRINKLER VALVE ROOMS I / SCALE: 1/2"=1'-0" --- I :I:GN DING PER LEVATIONS I1 4 - + WBROWS OF SEALANT ON TYPFLOOR ASSEMBLY BEAM PER STRUCTURAL WALL SHEATHING . VENT PER PLANS SEE DETAILS&FLOOR ASSEMBLIES BACKSIDE=OF MOUNTING i�� FMF LAP OVER L METAL BLOCK ' PT BEAM PER STRUCTURAL — HOLLAND w ELECTRICAL BOX — PARTNER PFM L FLASHING (WHERE OCCURS) �' �' 5/4"CEMENTITOUS BD JII'l� ♦ co ¢ 112' GROUP LIGHT GAGE METAL FRAMING(TYP) ciiCD r 1111 Main St#500 Q as COLUMN BEYOND SEALANT AT JOINT SEALANT AT Vancouver, WA 98660 J co WIRE PENETRATION BETWEEN THE COLUMN Z j 3/-- a ` AND THE CAP. SEAL Phone: 360.649.7888 5/8"GYP BOARD III I cE c . o I CONDITION BETWEEN CAP HALVES. —^ - a SHEET TITLE: williwooli a'�`� w /'7- �, . PRECAST COLUMN CAP 15. DECK GUARDRAIL ��� � APARTMENT �� SEALANT SCALE: 1 1/2"=1'-0" . a --L SEALANT PCOo POST/BEAM CONNECTOR AND NN, © 2X6 SPACED DECKING - ,- 5/8"GYP BOARD PT COLUMN PER GARAGE r il \ , A407 BUG SCREEN STRUCTURAL DETAILS ;f . 4 DO NOT NAIL DECKING INTO CABINET WHERE OCCURS. 71 ---k P.T. 2x3 FRAMING A,,,.- FLASHING AT LEDGER '., SIMULATED STONE OVER AIR SEAL SEALANT BETWEEN WRB LAYERS FRAMING PER STRUCTURAL " -AT r-j AWB f �'""����-- � 2 LAYERS FLET BEHIND LEDGER El: ~ . 1o • AWB ;, �. =- / PT FURRING STRIP ALIGN . I s.,.......-----' W/STUDS � . SELF ADHERED 11. DECK FRAMING PERPENDICULAR TO WALL 12. DROPPED SOFFIT VENT 13. MOUNTING BLOCK ELEVATION 14. POST AT 2ND FLOOR DECKMEMBRANE FLASHING RAINSCREEN @ LAP SCALE: 3"=1' 0" SCALE: 'I 112"=1' 0" SCALE: NTS SCALE: 1 1/2"=1'-0" go,„ SIDING CONDITION, PROVIDE 6" MEMBRANE FLASHING STRIP OVER METAL FLASHING FLANGE '.- : a SIMULATED STONE cv ..,>----..z.-:.", SEE DETAIL 11 THIS SHEET : - FOR MORE INFORMATION LAP WATER PROOF BARRIER EXTERIOR WALL PPM FLASHING " -�: r .. OVER WEEP SCREED AND WASEE LL ASSEMBLIES R PLANS _0 c,,/,/,:, il._ =``` r. ` PFM'L' FLASHING '' P.T.PLATE&ANCHOR BOLT a X CEMENTITOUS TRIM . + SIMULATED STONE VENEER f r -_ s' e. UNIT �., AWB SEALANT FLANGE IN �r '`` _ �jI BREEZEWAY • '',. r-' 13 LU ! �.. do -V F1 ,4 PT COLUMN PER si A407 DRAWN.13'f: - - 13/4" o _ RALNSCREEN DRAINAGE } m �:' SYSTEM (� 11 IM STRUCTURAL _4 [I\ 1 BREEZEWAY DATE 1S511E[k 12/11/15 • ,4 ♦ / tA 1. '40� -ij. ` SHEATHING PER STRUCTURAL 12 M! •,..� ,i f V s'> - D METAL LATH . 1 �' --" �r o "� V - ! • 1' ':1 RAINSCREEN DRAINAGE SYSTEM ' r AIR SEAL SEALANT ALL U / 1„. $OHO .�� i 3sQ BUG SCREEN & r:a rr METAL LATH I/ r I+ AROUND PENETRATION I — gig;:;: — BUTYL 0R SlLCONE NIA I '.5 ia • L.......-.I I — 11=11 i L.... ' �� _ f — t� MORTAR SCREEN , I • I ..: ) I I I r.,.,. 114 __ 1 3 �;•;• ....... . HEM PT 2X3 FRAMING 0 H I oellifigniggiiiii 7// / � 1 a — .- I ��-. S)a QUICKFLASH FLASHING Q .I. _.I_.., , I • n,�, III -- � �.-�-: PRECAST CONCRETE CAP 8 2X6 SPACED DECKING G1 r ? ABOVE, OVERHANG STONE 1 III \ — E ��� 2'-0"CONTINUOUS R-15 RIGID ; : -i ,�.�,�e — CONTINUOUS BED OF . ��� ,»,.�• SEALANT INSULATION AT FOUNDATION ..' I. I ' ' i— _--_.._.- .. .€— I—� —! , =- FLASHING WITH 4"LEG, CONT. SEALANT PERIMETER — �_:...:-.. I -- :� — — FLASH WJ FMF. EMBEDDED LAP SIDING IIP \ DO NOT NAIL DECKING INTO Q ��� 3 :—I ; ;—. . • STRUCT AL CONCRETE ' —' 1INCONTINUOUSSEALANT• II FLASHING AT LEDGER '''"'•� _._ ry ��� FIN. GRADE-SLOPE AWAY • . 4 SLAB ...,.� SIDING • :�:�: FROM BUILDING,TYP. AWB @LAP I� CONDITION ;: _. . FRAMING PER STRUCTURAL Q SLOPE 11 1 ;-1 I ��� ' l�._�._� / IL •�•�♦� — AWB TAPE m :} .--• '�✓ 3„ fi PERIMETER PFM Q �,�.�+ PERIMETER FOOTING �. --..' / FLASHING COLOR TO ���� - FOOTING INSULATION AWB TAPED EDGES TYP. a / HEM 111-111-1 1 1-1 1 1— 1 1= �� 4 MATCH WALL COLOR .:�`♦:� II—Tr ffl —1 1=1 1 a �._ A4O7 ' II—III—/ II i I I € I III- 0 Z 16. DECK FRAMING PARALLEL TO WALL 17. SIMULATED STONE AT GRADE 18. FOOTING/WALL @ BREEZEWAY 19. POST AT 2ND FLOOR DECK 20. FIXTURE MOUNTING BLOCK DETAIL SHEET. LRSArchitects,Inc.©20i5 • SCALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: 1"=1`-0" SCALE: 1 1/2"=1'-0" SCALE: 3"=11-0" 0 0 E O • NOTE (S): NOTE(S): NOTE (S): LE rS THIS DETAIL IS CONCEPTUAL& DESCRIBES DESIGN INTENT. IT THIS DETAIL IS CONCEPTUAL & DESCRIBES DESIGN INTENT. IT THIS DETAIL IS CONCEPTUAL$ DESCRIBES DESIGN INTENT. IT DOES NOT PURPORT TO SHOW ALL CONDITIONS DOES NOT PURPORT TO SHOW ALL CONDITIONS / DOES NOT PURPORT TO SHOW ALL CONDITIONS �2 A R H I -45o:',1-° .11.21. 2077 ET • �� o 0 CUT HOLE FOR 12 • DUCT is 2r1 oi �`L / • ... .. .:� 12' Sum 3EI�i 221.2077 D ...-••••••-•••. • .................. • '��' t3R 9# 3 www.lrsa� i :>.... 1. AWB IF PRE-STRIPPED, � •�;:�;:�;: :.. NT ...,:,::. SIZE TO BE MIN 12 EA 1 • -::: ::::. �; DIRECTION). CUT HOLE FOR q WIRE. D . 2. SEAL WIRE PENETRATION .;.; ; :::.: ........�,..........:.. WITH SEALING COMPOUND. • 3540 � DAN IEI r. PUI GIEL . ::::::::::::::::::::::::::::::::''::::::::::4.;'''c;;;:';'•::':::----::::::;-'''',-..:-.77."--Y7I:.•::::::•,',•:_•-:•.......,•••••:•:•:•:•:iz„:-.:--::::•:•:•,•:.?:.-.:.-. .-7-::-... „.:.„.:;,:::::_:.„. :,,,............„:„..........„.....,........... .::::::::,!,7::"..--:!....7:::::::-..:::...:::„:..2••••:".„.......„.........„:„:::::.:.:....„..„:„:„.„. :: - 12" 12" ::`ms;::::;:;: 12" `- • + •i:.:::::::..iF:':::::g.::1:..1•11,'''....:.:,:.'1.":1:::::•:::•'.."::::::...:.:,..-::.:::::....:.::::::.:.::::::..:1•1:..:•••!....1!.,•1:::;:..,:..:...,.:..:•1.1:,1,..L,...„:,.,:.1..:i.,:\--L:'.-. ...-11:!..!..1.:-.',.:Lf1.:L..L.L.::„L:1,:,:i.„.:,-.s.,......„:„..,:,--::::,...,-------------.:::.-1,!-:-.:::::.•:....:....:....:.:::...:::::,.:.:::::,:•:- ......, .„...,.. # a 77--:-:-..::::. :. AWB IF PRE STRIPPED. SIZE • : : :::::...... 7•;;;;7;7;;;7;;;;;:;: :., • .................... •••;::`.':�::: TO BE 12" EA DIRECTION) :::-.-7.777::...: ::: FROM OPENING = CUT HOLE FOR PIPE CONSULTANT: 77..,...77 -: . ..,,.., •:::.:::: TM G LL (IBOTF PREOSTRIPEDE) 1. AWB (IF PRE STRIPPED, 3. INSTALL IELECTRICAL BOX SIZE✓TO BE MIN 12' EA DIRECTION) OF BOX TO ON DHRAINED K 2 CAVITY ASSEMBLY. PIPE PERIMETER+2" , CUT LINE • 7 2" V 2 2' ! 2 ! 2 7 2" 1 /1/ FOLD LINE AIRTIGHT METAL VENT 3A .. 1. :., SHROUD WITH NAIL FLANGES / O a 5" 5" v. :::::{: ::: ` /` 0 3,. 0011,1 ,' ® - ,,•. ...•;...:.•::..-1•.-.-,:F.:.::!:,:.5::,-.:.. 4. APPLY FLEXIBLE MEMBRANE PIECE 1 1" PIECE 2 1" 1J.4 141-.41 FLASHING AT TOP AND SIDES f kr0,,A.-- OF ELECTRICAL BOX AND 2. CUT TWO PIECES OF EXTEND ONTO AWB IN FLEXIBLE MEMBRANE /WO SHINGLE-LIKE FASHION. SEAL FLASHING AS SHOWN ALL PINHOLES WITH FLEXIBLE 77;770:§.: „.„....::> MEMBRANE FLASHING. 3. INSTALL FLEXIBLE APPLY 6" STRIPS OF FLEXIBLE MEMBRANE FLASHING PIECE 1 MEMBRANE FLASHING OVER THE FLANGE ONTO AWB O ONTO AWB AND PIPE PENETRATION. POSITION FLEXIBLE FLASHING MEMBRANE SUCH THAT LAP JOINT IS AT BOTTOM vqd& P ..-.:.,..,.,,,,.,:. :7777::::;;:::::::::?: PROJECT NUMSER: 215079 = 5. SEAL ALL FLEXIBLE MEMBRANE HIN EDGE TYP FLAS G S 4. INSTALL FLEXIBLE Tigard Apartments MEMBRANE FLASHING PIECE 2 •AWB PRE-STRIP ' AND OFFSET FROM PIECE 1 7.7.7.7:. ............... , 7777: .- ...:::..:::.-::::: :: ... . ...„ 1 h ScholisF � ::.:::::::::-:::::.�:::::: :::::::: 35t and Ferry, FLEXIBLE MEMBRANE :::`:::>: ssss:;:: ..-:::::::: _ -::::::::::::::::::::::.-7777. 3::::::'ss: '::: ::>:r:a:z:':a:::: a::::::::;;:>:::i=:;:::::>: '111 >ias::i:i: :: :.:::...y.: ••-„ ,...::::,.-.:::::::..-:::77::::::::...j...-:::::::::,, 5 APPLY SEALING COMPOUND ::::--:-----_ ; ::: LTS ARCH ITE TS 0 CI A B D 0 0 • 720 NW Danis 503221.1121.� Stilts 300 503 2212077 3 © OR 97200 www.irsarchitedscom '406 GENERAL NOTES I I s I I I I A SEE--/A5.--FOR GENERAL KEY NOTES UON. L ' B 0'-0"ELEVATION=XXX.XX' �ARC REFER TO PLANS FOR FINISHED FLOOR ELEVATION. �� 9540 � TOP OF DOUBLE PLATE e`, DANIEL C.PURGIEL A TN — — — — — — _ — — — lIII TOP OF DOUBLE PLATE p E? • kw,(lTv ./ TOP OF DOUBLE PLATE I I I ;71- • y r TOP OF DOUBLE PLATE , <P� PORTLAND,OREGON .„ . BATHROOM CLOSET DINING KITCHEN BREEZEWAY BATHROOM LAUN CLOS. KITCHEN BATHROOM CLOSET S e OF 0% Er) -, -DRY _ CLOSET BATHROOM KITCHEN CLOS. LAUN BATHROOM BREEZEWAY KITCHEN DINING CLOSET BATHROOM q -DRY _ a' TOP OF PLYWOOD _ I I I - TOP OF PLYWOOD o 1pi- y J -I - CONSULTANT: b BATHROOM CLOSET DINING KITCHEN BREEZEWAY BATHROOM LAUN CLOS. KITCHEN BATHROOM CLOSET o `- - -DRY _ CLOSET BATHROOM KITCHEN CLOS. LAUN BATHROOM BREEZEWAY KITCHEN DINING CLOSET BATHROOM o -DRY - I I - • TOP OF PLYWOOD TOP OF PLYWOOD (r L T — - ci BATHROOM CLOSET DININGLAUN- KITCHEN BREEZEWAY BATHROOM -DRY CLOS. KITCHEN BATHROOM CLOSET I CLOSET BATHROOM KITCHEN CLOS. LAUN BATHROOM BREEZEWAY KITCHEN DINING CLOSET BATHROOM o KEY NOTES -DRY _ r I - O -- TOP OF SLAB TOPOF SLAB O IN IVO o -- 1. BLDG Al - BLDGS A2 A3,A4 & A5 SIM SECTION SCALE: 18/"= 1'-D" 0 CI 3 4 © I1 0 0 4 a I I I I I I I PST NUMBED 215079 502 r k Tigard Apartments TOP OF DOUBLE PLATE „�� i_ i Illi • TOP OF DOUBLE PLATE — I i, I `�0 f BEDROOM BEDROOM I 135th and Scholls Ferry, iti, CLOSET CLOSET i I BEDROOM CLOSET C• LOSET EDROPM Tigard, OR , I l ••-4,-N- I r TOP OF PLYWQ_OD I� ,' a„u I . TOP OF PLYWOOD I — .. ,,- -- I 1 I I u o BEDROOM CLOSET CLOSET BEDROOM o BEDROOM CLOSET CLOSET LEDRO M TOP OF PLYWOOD TOP OF PLYWOOD I I { , ' � . I ' - - ” ' I ice. : � I ,, 1 I 4 o - ; BEDROOM CLOSET CLOSET BEDROOM , o • �- BEDROOM CLOSET CLOSET �EDROLA ... , ., , r :iiei I ,, a 3 , I , "� HOLLAND OF SLAB , y. s' I TOP OF SLABx A � PARTNER ..... .0 -- GROUP 1111 Main St#500 Vancouver, WA 98660 Phone: 360.649.7888 2. BLDG Al SECTION - BLDGS A2,A3 & A4 SIM 4. BLDG A5 SECTION SCALE: 1/8"= 1`-0" SCALE: 1/8"= 1'-0" SHEET TITLE: BUILDING SEC TIONS 0 3 . z a F a W co U' o DRAWN Y: SAK co m 0 DATE ISSUED: 12/11/15 0 0 O 0 0 g C m E 0 O O 0 0 9 C c I m a E m A501 0 SHEET: E N LRS Architects,Inc.©2015 N_ m C O E m L limwS ARCHITECTS 720 NW Davis 503.221.1121 Suite 300 503 221.2077 Portland OR 97209 www.Irsarchitects.corn *9 4Re �'� 3540 , DANIEL C.PURGIEL <p PORTLAND,OREGON , OF OR CONSULTANT: CLASS B ASPHALT SHINGLE ROOF OVER BUILDING PAPER SEE ROOF ASSEMBLIES OVERFRAMED ROOF SHEATHING AND GABLE TRUSS PACKAGE PER STRUCTURAL .r 709.4 EXCEPTION 6. FIREBLO KING OR / DRAFTSTOPPING IS NOT REQUIRED AT THE PARTITION LINE IN BUILDINGS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED THROUGHOUT IN ACCORDANCE ATTIC WITH SECTION 903.3.1.1 OR 903.3.1.2, PROVIDED THAT AUTOMATIC SPRINKLERS ARE INSTALLED IN COMBUSTIBLE FLOOR/CEILING AND ROOF/CEILING SPACES 4 4 1 HR PARTY WALL SEE WALL ASSEMBLIES �_` CONTINUOUS SOFFIT VENT _�__ CONTINUOUS SOFFIT VENT ,406 SIM 406 TYP ROOFING SYSTEM SEE ROOF PLAN - INSULATION FIRE BLOCKING AS REQ'D. �__ _ � �.,. ___ SPACED EVERY 10 LF MAX. - PROVIDE MAT'L BETWEEN -___ _-- PLATES _ GUTTER AND DOWNSPOUT f / N A 1 aIIitItiI 1 _ 1 I 1 11 1 11 1 rI ti �� pI ( TOP OF PLATE ►� ria l4 ,1.�.1 PROJECT NUMBER: 215079 R1 1 LAYER518"GWB AT TOP m ri IT-II i"0 R1 IN ' 1 oT FLOOR CEILING,TYPICAL. . . • 04 �- Tigard Apartments •!----- 1 HR PARTY WALL SEE WALL TYP ASSEMBLIES 135th and Scholls Ferry, Tigard, OR 10 '404 0 15 TYP UNIT UNIT UNIT DECK UNIT DECK UNIT '404 \ I. U N ni i 171 its I iPI I I d 0 t14 TYPICAL BASE TRIM I I 16-4.1 I -E) fti y -._ •• ,. TOP OF PLYWOOD - HOLLAND _-- J 5 r2$1 �1 r1r1 .. _-__ II II it ,I ,I n IL I II 'J , F �. 15 P PARTNER . i j r..Rt.1.l1.R1.1.lRtfes i.11.1.fRl.�././J.I�.l11.�}l��.RI INllrr f t nl Ir /1 tlJ rl ',Om i�i4.ififi4.i144ti4�4414i6i�6+4444�i. MU - ///rr11r11nrlrlrialri//r/al//lf/rlfl�y 15 �i�lrillri��l ri�i�r� i�i+i�ihr i�i � 1�i1�11� ,�iri�i� 06 GROUP rrr�rrrcarrr�rrrsY44rruu�rrrruur�rrrll � ��Me444444►1�i4.:.�iU�i/i��i41+�1�_./i� ` _ 1 - khOOM.� TYP - I ) '407 �I 1111 Main St#500 F1 F9 �.I F1 h��.�I. ] F1 —,`ii Vancouver, WA 98660 -1 Phone: 360.649.7888 r; I g 1 LAYER 5/8"TYPE'X'GWB '11 �� EACH SIDE OF WALL 9 SHEET TITLE: El ! A40A40:1"� TYP WALL . SECTIONS o UNIT Ei UNIT UNIT DECK UNIT DECK UNIT i il y i c t ' • I ;1 'I O.' • i 16 : 0 19 b f i I 406 P FIRE BLOCKING AS REQ'D SPACED M 'I 404 `"' I EVERY 10 LF MAX. PROVIDE MAT'L :.' iI BETWEEN PLATES 1 NP I i 6. I f y - - - - - - - - _ _ N. - TOP OF PLYWOOD - -- ►� r �. 11 II II 9 1! !i 7IIIL 1 �'. 400, nr.,r..11lr mosesess l osmil rrarwrrlrlrsemosllrl •t II umtemmi.M111rN111r11umstHi1111omm OtOMlr IIIIIf11111IMMI111 1111 9111-' . 111911111111r IIN111111H1111 MIPM9 _ - 1 111rr1Ir1111111fr111111r1111t1111r111 19 0. i .11.44.44444.4444441i4414416444.4444�1dii4444rr • 4444.4444.4.44444.4461.1144.44.6111/4►ri.14444444.�� •' i 6144.1sa4141414uu�u1444 4141u.u1}.461d4� rrsiu44sirrraasi�44rrr�4444iurlreiy�rt+siruy tar�r�ur 1. ::, s� —rte• l - - g Li n '• ---- ti F1Ei - 14-C 1 ❑ D F1 ' l I (�I Fl ,� I IR • .2 •� �! 3 fl Q SIDING AT FIRST fl Q 407 I '403H H FLOOR AT SIMILAR q [} TYP r2 0 D ci D 1O C] Ci ❑ G ❑ .00:,,,z �� w • �� UNIT UNIT UNIT PATIO LI UNIT PATIO UNIT DRAWN BY: N 403 I Ark H i .. DATE ISSUED: 12!11115 El II 4 0 D a 9 tz -6 Iii -' ❑ 0 Q in U k I, ` 1 1 y dci ❑ SEE WALL TYPES B 5 ii 4.0 . glk D Aft <;1-8---) 0 0 .o YP VERIFY WISTRUCTURA 2x4 PRESSURE D PLATE ❑ .407 SIM •407D '407 0 NAO •_ •406 ►� I @ GRADE4 •406 P liii v F3 FOOTINGiii I F3 ❑ F3 ra x - - - - - � I�S r F -. -1 ri \ - - if, - r r I R_ - _ FF TOP OF SLAB - - il a a � a ET •r } 'd I, a F 5 .. : :�: n.,, o-5: .��� ::,0114,:;0-71,::, a „}�'- :,f,..: i I— :`o-h,- ,y '.✓• $�).. ,r> : Al <,s,:J' i....0,. °dao-..n' �.t�"�, �',�'.cr' h iVAPOR. 4,, a °is .} ,/ — -�; 111 \ ` � TYPIC �, ;.� � �.�:� r\,\ - ' }, ' , ',\ \ \ '>., -• \ \ �'`\ ' ' \ \ ' \+'' \ _\ \\} , 1 ' �iw� ar.I.ii„...1:„.......\ via►/;' / VAPOR RETARDEF2 f f= I / VAPOR,RETARDEF • / :' . /\!/ /\;, ./.I VAPORRETARDER .:TYPICAL \ : `\,: , TYPICAL''= TYPICAL \\-01, , ' SEE DRAWING 20 THIS SEE DRAWING 19&20 SEE DRAWING 20 THIS 2 A502 SHEET FOR MORE THIS SHEET FOR MORE SHEET FOR MORE 16. HR PARTY WALL INFORMATION 18. WALL SECTION AT DECK INFORMATION 19. WALL SECTION AT DECK INFORMATION 20. WALL SECTION AT SIDING SHEET: m LRS Architects,Inc.©2015 N SCALE: 112"=1'-0" SCALE: 1/2"=1'-0" SCALE: 112"=1'-0" SCALE: 112"=1-0" 0 E 1 i LnS ARCHITECTS 720 NW Davis 503-221.1121 Suite 300 503 221.2077 Portland OR 97209 www.lrsarchitects.cam •\DCS eer 3540 ,,/ DANIEL C.PURGIEL ---- (f). PORTLAND,OREGON , OFO C) CONSULTANT: N N N N 4 TYP •406 ROOFING SYSTEM SEE ROOF PLAN SECTION 7U .4. EXCEPTION _ IRE CAN STOP THE ROOF/OF1 CEILING ASSEM LY WHEN NFPA13 SPRINKLERS RE USED. FIREBLOCKING OR D FT TOP OF RAISED PLATE STOPS ARE NOT REQURIED. • '1. I I ATTIC • � l I4111, L • ' 4. r „,_ GUTTER AND DOWNSPOUT '/1/�/�,1,1,1I 111i'I - ISULATIONVAtiMI , Iptc/IptiP 4! mwwwww.. 1 11 1i TOP OF PLATE •?�' TOP OF PLATE , . . . . . , 1 w ��������� }� TOP OF PLATE •��I ► PROJECT NUMBER: 215079 gi iliImit R1 '404 ■`�I I R1 R2 TYP ill Tigard Apartments 135th and Schoils Ferry, Tigard, OR 4, O O o, 15 TYP b, UNIT UNIT '404 9 TYP UNIT BREEZEWAY I TRIM BAND SEE ELEVATIONS A406 I T lie fe•e =i 14 i �! TOP OF PLYWOOD • r-___, IiTOP OF PLYWOOD TOP OF PLYWOOD HOLLAND sl I iir.7.=zI I / �� 15 TYP PARTNER .�i4�.�iR��rd,���.•�i�i+��►����yL���i�dd��i���di�►�•� WeW _ 'I ! f 9 09m199rrrn9r99rrnni,an;nn�{� ,>.-c I '406 ,►919991nr69��r����I���r,�Wite'h'�'�'e�►''�'��d���y'"f, GROUP 7--,,_ Vir) - ,c l I ©TYP ='1 , 1111 Main St#500 IN Vancouver WA 98660 m 404 F1 �► I F1 F2 , Phone: 360.649.7888 SHEET TITLE: !IJ\c SIM WALL 4 4 SECTIONS UNIT UNIT o UNIT BREEZEWAY v <I 4.L' . irf,,,c4TYP 404 I3 1 9 ��oa ► 2 �.r ® 08 SIM u '403 @ WALL 1: ® I►! MEMENNOMM A406 TOP OF PLYWOOD — — - ` TOP OF PLYWOOD — -` TOP OF PLYWOOD — 119.1111N1111/11111111/1/1111///1/1r1�1��i�l, WAWA Ir1�i1�WAWA e? ?"???fffrr�,1PIM�r/�r1+���r�Ir1�1�er/Ri��r�M1i���r/i? III '�rl r, + I F1 IN I Fl h I F2 3 A403 II 2 Z 1 8b- 2 U W UNIT 4 UNIT UNIT BREEZEWAY b �' DRAWN BY: N X13 DATE ISSUED: 12/11/15 m '403 N J/.11:;1 o 7-4-11 d ISEE WALL TYPES ` SEEWALL TYPES0 14Iicr, a�SIM4!'1 r . 406 ___ A407 ►�F3 �` ! F3 03 e �� ... I —�F TOP OF SLAB — — ' i _ — - — FF 14 ` TOP QF SLAB TOP OF SLAB AT UNITSm 4 Q , 4 ', ,, *• � - _ -,;,. - a J� , k. \\` > y,,=P',ac _ sT..., ,� IPS' '` d ` r\`''H f' > ./*w, '\ w. 4 ,, , �`` ',yam ,', (^: 4 _ /,��,��tirw r ,:,�-�� ! v Q ^� � w �� 4 ,a�. l _ A�,:.r. -YI w � �- '`r V ' / -bio O - `;. c .... --:-\/,' >/:,. \ • . :alta �;- :\ -- \ \!'//‘`/ \ 1 .\ \. - �-:,\.:...\ , rw f\. - \.• . \- . " l.....\ .\ w \�- :,.\ :-\ \, w 4 f/ - , .1 - :F/■w! .`wJ ' /\, / /. .- �/ ,- ,• r/ '. /,,...\\<, .. /J .' --. /:, :-, ,. ,.f`-_. / !F \/ ,'• • --I /', f •{' -- r' r \./\'‘.-;'-<\1,\/\/. 2 � \�\'•\ ,\� .w...\/ \./ \ • \ � w.';\ , ,\<, �.v� ao..v , .. '' • \. *. ..' . \ ---. ./; \' \' :\ `,' , . / / / Y///z). `//\'/ / '/' ,/ / VAPO f� ER'' ...\//`' •� ; \, ■,:•`,.■ ... \ ,. \ \ /\ /\ /,: \ \l / / w/•.\/ \/ \/\ /\ I \;\.,.�'\,./` TYPICAL • \ �\`� \ \, \'\,::•,: SEE DRAWING 19 THIS / A503 o SHEET FOR MORE E 18. WALL SECTION AT DECK INFORMATION 19. WALL SECTION AT STONE 20. WALL SECTION AT BREEZEWAY SHEET: N LRS Architects,Inc.©20'15 SCALE: 1/2"=-1'-0" SCALE: 112"=1-0" SCALE: 112"=1'-0" v O E G) v i i 1111=. rS . // $ 0 / 4( 16 ARCHITECTS • 5112" ♦ 504 „ 720 NW Davis 503.221.1121 A' / 3 / / '/ — — — — — o Suite 300 503 221.2077 11 o Portland OR 97209 www.irsarchitects.com k• _ tl)ARC, ' e. - '� 3540 . DANIEL C.PURGWEL L2414 - 1 PORTLAND,OREGON . co STRINGER w OF OV PER STRUC. � I_ I Lu d . \ \ CORNER OF WALL ♦ GRf II SIDING SEE ELEVATION CONSULTANT: i 5504 0 0 5. PARTIAL STAIR SECTION ♦ A UP `� bo - 3.-4" SCALE: 1/2"=1'-0"• C.9 z / TREAD 3'-9" ra - " F`Q' g 5112" 5112yI 1-6'1, - ♦ • Ig1 irIE1 • 11 314" / / i 8'-0" 41314" €1.__RI RI9 2. ENLARGED THIRD FLOOR STAIR PLAN SCALE: 114"=1'-0" J _ 4 16 '504 — — — 0 rzi- o PROJECT NUMBER: 215079 ♦= \ TOP OF PLATE ` ` Tigard Apartments 135th and cos Ferry, Tigard, OR co o 1-- - .___ ._.._u - ___ _. — , d Nr - GRI I Ci 1 UP ♦� HOLLAND / HANDRAIL 3`4" PARTNER .. _ / N 2 ' TREAD 3'-9" / GROUP — / V � — .- \ TOP OF PLYWOOD n Z 5112" 5 112" f, Q� iz r — v .' 0 1111 Main St#500 . — / ' zi = Vancouver, WA 98660 ` i_ (- , y' 521 ♦ I® ♦ Phone: 360.649.7888 11314" oh8'-0" 1314" SHEET TITLE: STAIR PLANS / , RIS RIS 4 ,, AND w �, 1� SECTIONS �, 3. ENLARGED SECOND FLOOR STAIR PLAN O SCALE: 114"=1'-0" M V '� {1; I WOOD STRINGER i - ,, PER p STURCTURAL co1 fi °Q PRECAST 504 _ cb ,-' CONCRETE STAIR TREAD -'. ' '''' 400000.0000007= ' i 11— — — — 4 , , 1 „,-A-.-,.- ..I ,,, - 1 1 , 1 i , ,,,, Co- --_—_--El _._. 0 a _ „ _ , WEE / • — — _ _ M ♦ TOP OF PLYWOOD .7-.m. IIEL 1 , ....--- z 0 '�"'� __ . LIJ e".7t'.f lb / `CI) } .�-,,,,..."...._.-.,........._.._...,.m......._._..,, .- - a a 1 , co © f 0 DRAWN BY: DYM rrQ SIMILAR ,�'�7. Lu Cl) 407 i/ , - �. Et DATE ISSUED: 12/11/15 ti .• f N a u _ -- I J OI a Z b < 0 a — — RI' o O 5 ,,�' , .,- ___......._.................".".". ........._.... .._.__ _._.._ . ........_ 504 All 407111L9mc7 `1✓'�'T' / TREAD �, -j 4,1-irjr 41,06"� ..„ ,§ -ice. ,.-. i _ — �.......�_____-_ _____.. ..._____. _.____. ___"-__--_.--_-- _...--__-.-- TOP OF SLAB iiolv 11 314" / 8,-0" / \ 1 314" el: RI Me g A5O4 16. STAIR SECTION 4. ENLARGED FIRST FLOOR STAIR PLAN SHEET. LRS Archis rnc.@za,5 r SCALE: 1/2"= 1'-0" SCALE: 114"=1'-0" m G O E m i L riirS EXPOSED TRUSS TAILS / 5112" / OUTSIDE CORNER TRIM FRY PAINTED / 8-0" / ARCHITECTS REGLET OR EQUAL CLASS B ASPHALT SHINGLE 3 112" ROOF OVER BUILDING PAPER • 3 112" 5112" 720 NW Davis 503.221.1121 B PLYWOOD WALL SHEATHING SEE ROOF ASSEMBLIES /4""/ 3'-4" /1A,� 3'-4 /4'/ I ON ONE SIDE CONTINUOUS I CEMENTITIOUS PANEL SIDING Suite 300 503 221.2077 1=1 TO TRIPLE STUDSI w Portland OR 97209 www.Irsarchitects.corn I ROOF = \\\_ I o _1 _1 _ ® ® ® \\'‘, \�\ I (4}2x6 DF#2 STUDS TRUSS X )( :.) $44 , , _, . §_ ,.. , ,...,....,,,,00,,, ( I PT 2X FURRING 1: DANIEL C.PUiiGlEL 74, `� I • n11--1\,,,,,,,,,,. B << PORT1JWf],OREGON •• • SHEATHING CONTINUOUS TO I I LINE OF SIDING BELOW SOFFIT PE d TRIPLE STUDS - - - - ST CT SIDING OVER RAINSCREEN �, v) .•� - SYSTEM SEE ELEVATION STRINGER STRINGER OF' Q k� CEMENTITIOUS /- .1kr. IPFM FLASHING CAP, PANEL SIDING OVERHANG 1" 314"CEMENTITIOUS CEMENTITIOUS PANEL SIDING CONSULTANT: TRIM 1. COLUMN DETAIL AT 3RD FLOOR 2. DETAIL 3. EA VE @ BREEZEWAY (DECK SIM) 4. PARTIAL STAIR SECTION SCALE: 1 1/2"=V-0" SCALE: 1 112"-1-0" SCALE: 1 112"=1'-0" SCALE: 112"=1'-0" RID wz /A z ALUMINUM GUARDRAIL ♦ - o COLUMN CAP BEYOND ` !505 SYSTEM. SAPA ALUMINUM z ALUM TOP RAIL CENTERED RAILING SYSTEM, illi ON COLUMN BEYOND CONTACT: STEVEN KOCH _____Fi.z, II r '',I F 1 E 1 Is 1,x,1 503-780-4346 ® 11110 6"x6"MOUNTING BLOCK I I — E 1 �. J L J s 1 ILII - , RI D II SIMULATED STONE VENEER CWRBOLUMN BEYOND - �p■�� 10 EQ T @ 11" ®� � WRB �� ���� \MI;� ALUM PICKETS SPACED SO 4" kr I �iI co SPHERE CANNOT PASS En rxgh 2„, z THROUGH ~ I '505 z ® ® ®CI N X \x�« I' YjilAI '� PT COLUMN PER 2"CONCRETE SLOPE 1/4"/FT' MINIMUM En 6"x6"MOUNTING BLOCK / TYP < I _R'''L.laig �hSTRUCTURAL •I 112"PLYWOOD SHEATHING WATERPROOF 15 18 _ a 4' 8 EQ T raj 11"=T '" 5NDING %1" iri, ,r , - PT 2X FRAMING MEMBRANE 4©7 ATTACHMENT PER SAPA 505 Eo 'v .N.-Iri IALUMINUM RAILING SYSTEM m =_ =_ =- ® - _ ® ®� • rl mil r SEAL AROUND ANCHOR N IL - ♦ ♦ 11111 � CENTER GUARDRAIL AND r._ ..-,c_ /1 �►�I O� IN BEAM ON COLUMN ' r___.___, , _-_.__,-.,7----1 1 ! 1 , I { I 1 1 I� L — — 11 2 L--s'I I PRECAST CONCRETE CAP SLOPE 1 PROJECT NUMBER: 215079 SIDING OVER RAINSCREEN ABOVE,OVERHANG STONE 1" DECK FRAMING 114"PER . 505 SIM SYSTEM,SEE ELEVATIONS FOOT MINIMUM I PT FURRING STRIPS Tigard Apartments �, 11'-9 1/4" - BEAM 135th and Scholls Ferry, COL.OR WALL BEYOND THIRD FLOOR Tigard, OR 7. COLUMN DETAIL AT 1ST AND 2ND FLOORS 8. STAIR LANDING GUARDRAIL SCALE: 1 1/2"=1'-0" SCALE: 1 112"=1'-0" I 4 ,505 _ 4'-4 112" I E #-II rit L t- ; I I r+ STRINGER I I I I I F ,, I - I% cn EXTEND CONC.TOPPING 1" -L=. --...,�-. .,•...a.-.•..s_. -slu. .��- N HOLLAND PROVIDE METAL ♦LT 'l 5'-1" PARTNER EDGE PROTECTION 10 EQ T @ 11" =9'-2" LANDING II GROUP 518"0x4"EXP.BOLT d f / WATERPROOF RI DIp4 MEMBRANE 1„ F. ce 1- z 1111 Main St#500 " , CONNECTION // r� Vancouver, WA 98660 k. ♦ / g Phone: 360.649.7886 �h, - - 0 1'-10" 5.1:)co11"MIN 18 Q i co'505 M UP' II SHEET TITLE: Ua 6" ROI% ` 1• 8EQT & 11"=7'-" kr �n . ° ♦ LI 7 (.0.1 k= Fe STAIR PLANS ,2 --7F---i AND 3 1 ' 1 , I F E fi' (- , I I i F I I I I i� ATTIC 14 I ..,•-,-•,•,• A_i � L1 __L,t====� I SECTIONS __J 1 I AU ) C' A505 ` F (`� W PRECAST CONC.TREADS ♦ -6'-10 - 01MTL.ANGLE SUPPORT (2)318"x4"LAG / 314" 4' 10 112" Z11'-9 1141 / SCREWS,OR PER U R2 II R3 1r — 7 ♦ / / I MANUFACTURER ' © METAL I o g ce GUARDRAIL COLUMN I SECOND FLOOR 12. STAIR LANDING 03 • 1- 'Nll� TOP OF HANI IL I SCALE: 1"=1'-0" — ® `�° 11,404 TOP 0� F2 '505 II% TREAT EN T.0 CONC III.� polt I . 4 _ -0 � BEAM PER i/III U uwJ STRUCTURAL(TYP) _ �/f1/�-- _ 1 4I :. w U LA ixa - �r �fle. BROOM FINISH TREAD FOR t 505 o a, l r ��` f o 4',4112",R 07Zc,, I SLIP RESISTANCE TYPICAL. 00 I/l•I. ,I� _,� "� II / /- 1 505 7YP 10"1 o 01 .,�._,I,I�liIIIIIh • 11'MINIMUM Z o /✓ { N a PT 4x12 STRINGER WI(2) 112" o O olw T -151& 111 - I Ark ! I 1 I j� _ �:-� J 0--F0 a DIA. BOLT TO ANGLE o Ln U' `� ♦ ` . PFT -1 T I I T T -I i 5'_1" �� - Ilu`. _ "' I1. o I 110IEQIT 11"I=9't2" I LANDING z rn �� �.t > 05 / Lr Z DRAWN BY: DYM 1" PRECAST CONC STAIR TREAD FZ "' ir�i. ill., -I qARDRAIL I :.f.: "' II I IIIIII `, DATE ISSUED: 12!11115 T.O. . ONC �l� , METAL1 J > - d �' ► —_ ,�I �I��ill� HANDR >... —I— L 1 —I - E Flo A04411 a log is � o DoE INNcc I 18 /1'-10„pg ♦ tio w cw �a �. ::; 505 I 'I • z0 I ch m pFFDA:1 ` U p rk rzrSIM '-• N RI 11a O - - - -` Yid c O O i , 1 I I \ .,:.: , 41 CL ��,. I E I . I UP t " cn BEYOND _ -� �__; 4x4x114x6 ANGLE WI(2}518 0 _ , Q DIA.x4"EXPANSION BOLTS TO 1-• ,-w l COLUMN SIM SLAB ih U 9'co ' X', J '505 1= r _ cp L. 1ST F OR J ;- �3 4 10TR�2D4' rg CONC.SLAB ON GRADE W/ / " / I ca THICKENED EDGE 24, ...01' \ g 17NOTE:GUARDRAIL NOT 505 FIRST FLOOR t SHOWN FOR CLARITY A5O50 17. STAIR CONNECTION 18. EXTERIOR STAIR SECTION THRU BREEZEWAY 20. STAIR PLANS SHEET: LRS Architects,Inc.@ 2015 SCALE: 1"=1'-0" SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" I 0 E m i ! LIFS ARCHITECTS • . GENERAL NOTES no NW Davis 503,221112/ Suite 300 5 ti)77 [ 1 i t r -I r 1. -- 7 I 1 Ialk I poruand �1\ �f aL1� WWw.I +lO4ia.Ll+1 f I 1 I s I f i i ' _...� jj 1• t 1 F 1 i I '606 I a CLOSET L e C <1... I a , L 3540 ,r 24TB „ r 14 VP T� BEDROOM DANIEL C. PURGIEL BATH SV VP X PORTUWf},{>I IFGON ris OREGON;D CLOSET O1� aV' �_ I 1 ,--( CO3 I r bIUK — -I, r ? -r I y ; 1 i , ENTRY ,.. ' I I L CONSULTANT: , ..4..-- ,' ' ' ci — IT ' U • — DECK KITCHEN i!. LIVING ROOM T - - I '603 I — . . I c 1 --- — • 1 <r‹ �' f S S • �� fes-_.-_.v•--'Y— i I I \ . L J ,Icy/ \,y ( > _ h : ,„K„\, /," “..% DINIA G `LOOM ,,.';' ',' — • I I i PROJECT NUMBER: 215079 Tigard Apartments 1. UNIT 1 FLOOR PLAN SCALE 1/4"=1'-o" 135th and Scholls Ferry, Tigard, OR D 1 D 1 •604 '605 C C KEY NOTES 14 I I 10 1 o r l !— I I l 1 I I T 1 r HOLLAND 1 __ f 1 i I r I I i i : ` - I 0 CLOSET =- � L —� , :_____� L====�rj -- - PARTNER I I CLOSET • GROUP I lam• I \, BEDROOM T Cd — 1111 Main St#500 -43- K I y _ _ -41/41-1 BEDROOM Vancouver, WA 98660 v u I ._--- - „ I.I 24 TB 24 TB up XCpT Phone: 360.649.7888 jr..-----1!P X CPT , — — SV 5' BATH :M i, BATF X ---...-._.___..__-_._.__.. SHEET TITLE: -171 I1 Sv x 11 APARTMENT CtiCLOSET — ii CLOSET ( Q Im - - - - - IF - - - � FINISH FLOOR If—.____ • • I -41-•""-"•—'•"1- ,.... —7I I :.............. ..,.._, _ PLANS _' F............... STORAGE a:_..__...__:�___-_--; STORAGE ENTRY ,/4-mini ERY ! ID 1/4"�� �..... LI I r 10 _ _Th r 2ff .. _.._ , =mom1/2" e � ,=. KITCHEN o _ I O 1 CONCRETE PATIO II L _ J k LIVING ROOM I LIVING ROOM CONCRETE PATIO [ I KITCHEN I _ I _ � — _ElI r 11 © Q 1 ~.__-,tom rT---3f © i c_.�-,-'Y_- �i V LI — _1 — — J g — - a •0 g DINING ROOM LEGEND UNIT 1 LL _ D 1 B r_- - w E. D 1 B DINING .ROOM z ,601 , r --„ '602 r- '. iii I ill r 11 i i 1 111 ill ! 171 }= 1 I X11 aL. 1=i 1 i i t DRAWN ': DM/JAW C I l c li e I I I I I I DATE ISSUED 12/11/15 s 0 a I- a) 0 In N O o 2Q 0 0 i7 a, L Em 7 A Q O P. rn G 0 E L W Q a F a) 8 0 IC) zs 2. UNIT 1 TYPE A 3. UNIT 1 TYPE B DRAWING 1 THIS SHEET FOR MORE INFORMATION a SCALE: 1/4"7-1'-0" ICC/ANSI A117.1 -2003 SCALE: 1/4"=1'-0" a N E m A601 SHEET: n ko LRS'WOOLS,Inc.©2015 N tl 6 E E m ImmirS ARCHITECTS • • , r GENERAL NOTES 720 NW Davis 503.221.1121 T • Sum 300 503221.2077 a 1. -- Portland OR W209 ww w.Irsarchitectscom r —I - 16 — , moms CK T f 1 407 STOR LIVING ROOM .; DECK...... ....._.......... SLOPE ` PARAL i $101) ARe 1/4"/FT 7 i I ' f'Ti I t „ TOW LL � I I 3540 4,,, I ; 1 1 1 I I I— I ( I DANIEL [1111 /�A, Rp'�{1 A�N��D� OREG� 7w d �r �1116rt1RIV71GL7aNI Y a L „`le::: LA r-- tl CC m ' ^\, DI > B ti I I , , I ��, <' • ,>i> I •---- It LI I VP CPT I 0 I �v.c.sHELF&rtoD x �-- F — -0---z-- —I- - T - - CLOSET 0 I o I I 0{ J 1-> I- 1 l bS fACKABII.E A : VI/D PANTRY KITCHEN cu 1--- 1 2 1x BATH 601 ,,• 0 -' CLOSET 0 — _REF_ .. Effili) Q� 3I-nl I F.IP I rt L _ I �f I 1 L.l MFbH&LVW A VINYL COATED SHELVES SYSTEM 2 A604 C PRO.IECT NUMBER 215079 1. UNIT 2 FLOOR PLAN Tigard Apartments SCALE: 1/4"=V-0" • 135th and Scholls Ferry, Tigard, OR KEY NOTES 14 I I O F LIVING ROOM t f I CONCRETE PATIO HOLLAND L J S 1 1 i STOR PARTNER t Y If GROUP to 1,/2" (------1 r I-I"� mon �� I I I I 1 1111 Main St#500 Vancouver, WAt 98660 rr — Phone: 360.649.7888 II .I �ifr , \ W-•., SHEET TITLE fi (1 ' e ,, c , S1 I W L: v' ♦� e`'S '' Tr t1 1, W .' e'. , t, A PA R TMEN T t: cr r <4 DINING> • ;a BEDROOM• ' . :� fi. \ << FINISH FLOOR <{<. t ` >>� PLANS �` " 11 tl II I vPx CPT - • 1/4"�r LL _ _ X -� CLOSET . LiiT .— a LI> 2 Ilr i T A I PANT- RY KITCHEN 1- 1 BATH 2 • 601 ----- • ��—� 1 ' 0 CLOSET I © 0 0 •-• L J I I r== viA z r z LL A604 zC LEGEND UNIT 2 LL 2 W m a DRAWN I31r: DM/JAW a DATE ISSUED: 12111/15 a 0) a a In • o 5 0 0 v, t c m E 0 . £4 c E • 3. UNIT2 TYPE B • 12. SCALE: 1/4"=1'-0" 0 a 0 0- 1 E A602 SHEET: E a LRS Architects,inc.©2015 ep C., 4 i m • C L TS 3 B boa D © B ARCHITECTS 'so1 GENERAL NOTES 720 NW Davis 503.2 11121 I I L — — — 0 0 1. Sete 31X0 3013 221.2077 — • ` 7 /17209 www.irsarchttettsaam •.F TUB/ I BATH �' ED „^,;, ;'; I s 1 _0_I M s:,:.,,;,;;., IC �U� ; :'• : : I 35403 I --i u — —7 t<,, f�,r, ',�» off'. KITCHEN R I C. R IEL ///� \PI • I I I 1 ',4V,'` ``eV ,;I`' I ` I 1 I I ` • L __-_ — L — _L _ _ .1 — �— ffix PORTLAND,OREGON ,.. .. _I_ I / � — — — \ c! ENTRY 0 F 00`7 I CLOSET \ :1 CONSULTANT: :I 11 r i.. ---' ,! »..--....i r 3 3''` BEDROOM 1 �` It ' 1 1 I 1 1 it i f � _ ................... 3 : I Ti1 ____a LIVING ROOM ;' 11 r---_-.� j II 1 $ _ I t i i ! !S i i rIu I1 14 13 I . I r--_-i ,.-.4 3 :I 7 1 �i - 1 3 1!! 11 r I + II '1 Y' !i t I I L---I t i i. 1 1 ! 1 1 1 LiL LI f. ' BEDROOM 2 ,, 1 .. r-- __h e i f 3 u i 3 , i t ii f L___ 1 I !,t 1 11 I r,--.d i r----1 L _1 I t t t i [ �-----L ' i 1 1 11 I t + 1 1 3 E ' I _LI. 7 , L__' r -1 Li....---._L....__._..............................._LI I 1 r 7r I +! 1 '1 I IS 1 13 l I DECK STOR PST NUMBER 215079 Tigard Apartments 1. UNIT 3 FLOOR PLAN SCALE: 1/4"=1'-0" 135th and Scholls Ferry, Tigard, OR C KEY NOTES 14 0 D 604 B D © B D so4 B D © B O HOLLAND 601 — PARTNER i tT 24 re f0 I I 2a T� > L - - - - © - - L - - - - 0 © _ _ , 0 • I 3 t • I III 1111 Main St#500 BATH 31 — BATH Vancouver, WA 98660 L DINii�G--ROOMS _ lel "` ^` Ph 360 649 78$8 I �:� i s ? • i F — << -DININ(5>RO:C, i �» I• one. �� 'i i 11 I I, I yy t•-�Y '�� �'131I !i i III Il\\ �--�, — 1 KITCHEN I ` — KITCHEN 1 (\/" �,' '- •:r <` „ > — l SKEET TITLE: a (�'\\\\\ ;! !; LI I — a> \/ \/ <`, ,y� fja ,» o 91 1 APARTMENT -7 ' I FINISH FLOOR CLOSET I r-� CLOSET I y — — t II - PLANS _j____i_ Fh\\\\:,...___X —..../\\ ENTRY �1/4" = X � _ / � 1/4' ENTRY ,,L1.\ CLOSET \„•-) � - - - - ,� i CLOSET \i Q'� i , 1 J\77.71r r 1 I !1 i s I I G ‘1 d 1 1 i i w d I I n pr n 3 1 it X ; ! �\` 1 1 ti :r ` BEDROOM 1 '' r - f aH1J 31 r U fT i !I t 3, t + t 1 V 'L 3,1 f 1 !S F f l II i k i 1 L z 11 r ;;; • ;; fy ; BEDROOM 1 ; r _ ,� t i, l II .........»....k 1 ,ti 1 I 1 3 II J ..........'__..I ili 11 1 13 1 it IL " i {{I I i ++ ri i! ! ! 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UNIT 3 TYPE B DRAWING 1 THIS SHEET FOR MORE INFORMATIONA603 SCALE: 1/4"=V-0" SCALE: 1/4"=1'-0" SHEET: E IRS Architects,Inc.©2015 r` N V c 0 E 0 LrS . ARCHITECTS GENERAL NOTES 720 NW Devic 503221.1121 ik Sine 300 S03221.2077 ❑ Portland OR 97209 WON iiffi f oort gD ' R� -___� — — — — I — © �� 354Q 2 � r L —_ — — DANIEL C.PtfRGIEL '4; ILi a4 TB rchtt aj c-� ___ ___ ___ ___ > • , I • • ' N ` <bININ� ROQ1oI\\„';'";'" I KITCHEN �' .� , IP08TIA�Id,OREGON .N\\\\ • • r of o t....,00,tzt. ,� IVI lI c��, i x >» of i 1 V i -6,,, I O I I I 1 I—L ,�— CLOSET 1 L - - L- 1 - - J I-- CONSULTANT: --y- — \\,,,,..........___ / i 7 _ _ _ ` ENTRY I CLOSET \ O /\ I" -3 r---� i S 11 r rt ...! 1 I . } , F IS ' ii ----J - ..........»..� Iii + ,; , ! I i r 1 L__ 1 !! . ri I ` !r+ r--1 BEDROOM 1h I ' F a4° II r,-..__........_.._..,,..»___-..__.._....__ LIVING ROOM = ! ,1 I •! 1 E ! 11 I II '1 ! r� I IS St ! rf t I I !I ! ,V O 1 ',;I I !I r--Ll_ T L • __; BEDROOM 2 „ : `'__� 1 It 11 1 1 i I 1..---....... .. ! ! _J I 1 71 .---i L__... 1 L---, 11 r -1 U- L- ................__---U 1 1 1 it 1 1 fi 1 If I I I I I DEC STOR ! PROJECT NUMBEIFt 215079 Et El Tigard Apartments 1. UNIT 4 FLOOR PLAN 135th and Scholls Ferry, Tigard, OR SCALE: 1/4"=1'-0" KEY NOTES 14 O -- HOLLAND PARTNER — — — — — GROUP .,_0, 0 L — — 0 © — — 1111 Main St#500 I r --- -1 7 Vancouver, WA 98660 TUBI a I ; ; � I Phone: 360.649.7888 BATH —1 ,, ,, I 17,l, MI DINTUGLROOM. 1 • I KITCHEN � SHEET TITLE: _ 1 ' • L�' -1..1 ,..u-_-_-_--1/2 I ' APARTMENT — Q 0 o I �/ FINISH FLOOR it I J ,\\\\.....=._ CLOSET O :17.7.7:-.7:i -- �'_ I-I- - _ PLANS I / ENTRY r-- - - - \ `rcrl I CLOSET \\ Q I ___Lr7 i i. .3 17 -- -- r-_ ii __; If• s i , ��'r S` it 1 1 1,-1 fl O li i 1 I I 11 1 / it 16 I I SI lf..___.__ 11 L ! 1 i t ii ; I fiI I i il 11 BEDROOM 1>1 I = ,,+, 11 II 1 3, n F LIVING ROOM ' s 1 1 I ,' ,t it i 1 4 i i t .1 f r---I , S i t i ,,4! i•, I F ', 1 1 f! k 1,� t S 11 I Y I 1 1 I II 11 S 1! 1 , 1; ! LI L Li ! 11 t Lf t I. i ! # --11 ;1 L-.,,' BEDROOM 2 ;; L___- I , ' " 1 r I I I , , i J f 1 , ii 1 t I I F 0 1 LL Li LEGEND UNIT 4 � � Z 1— Z W 2 I— CC DRAWN 0Y: DM/JAW DECK STOR DATE ISSUED; 12111/15 0 CR A tV UQ 8 0 0 o mn n g can N C E "C▪3 R I— cd A o to tV 0 c -r 0 4 3. UNIT TYPE 63 _o E SCALE: 1/4"=V-0"'-0" cp CI SHEET: E LRS Architects,Inc.©2015 N g E oV to I . LrS ARCH ITE TS GENERAL NOTES 720 NW Davis 503.2kt.i12i Si 'Suite 300 503 2212077 1:1 .. Portland OR 72 viviwiroarchtlectocom 0 2T 4.0 I �a - - -- — — �I - A A I � d _� 4 O� A -- - - - - - --r. • $101) = $C' MASTER gh MASTER r r 606 CLOSETon dwg.7„..-3c-' BATH KITCHEN 3 I '� 3540 ., •606 L '603 VNL X VNL UTILITY 21 124 TB DANIEL C.PURGIEL ___ I • J L J C X 4/ • z 1 PANTRY U — - i I PORTLAND,OREGON , a I I I J —_ _ 0„t, ".2..?ENTRY /4.r � (Z !# 1- c.) - - - - - -L •-az r CLOSET C 0/'� X \-----. CPT X VNLJ ,_ IJ� Q a U CONSULTANT: r____ . \` CLOSET I I! I , r 1 tl , I t / :" LIVING ROOM �_ _. . . �. 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UNIT 5 FLOOR PLAN 135th and Scholls Ferry, SCALE: 1/4"=1'-0" Tigard, OR A A KEY NOTES 14 4 5 O -- 601 60 HOLLAND c © C PARTNER — - - — — — — — GROUP rt-f3 �1� _ — — — e • '�` 2T 4.-* izTr; � Q © .-. -2Main St#500 r �� 1111� � - - - - 5 — — - - L - - i II L J� - - - - - - - _ _ - - - - -- - - - -� J JrI J ire �,' Vancouver, WA 98660 1 I 0 r;; 0 .� U A yo 1 I I I II _u �` 4 �� 1 + Phone: 360.649.7888 MASTER MASTER — 0 I1 BATH ® • I BATH I • I- 7 BATF , CO A KITCHEN PANTRY /� BATH D 4 A I I� — — — — !. 1<i_ITCHEN PANTR" Di II �// 604 _ 11 Ii — — — — I UI iLITY I 605 SHEET TITLE: MASTER L_ — — — --- " -I MASTER t= © B 24 TB — I — — — — — I I 24 TB APARTMENT CLOSET604 A CLOSET 1.• 605 I L — — —J- — — J , = L .jI = (L. 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SCALE: 1/4"=1'-0" SCALE: 1/4"=V-0"'-0" LRS Architects,Inc.©2015 N a C 0 O E N i ; LTS 1 ARCHITECTS GENERAL NOTES no NWDaVis5 .t 21 it Suite 300 503 ni.2on, 0 1• -- OR . rsarchtlecIsmom 112T Ll �J - - - - --- Q •© - - - -. _ — I 32 1 0 ,_, , I I n MASTER 0 - U �. 9 IH31!� BATH BATIH 3544 ,� KITCHEN FANTRY I r� '� MASTER UTILITY Za TB DANIEL G.PURGlEL CLOSET N --� 77, ' �I (� L"/'". • I— _ (A. POFMAND,OREGON , ENTrZY I I (Hi I CLOSET ' OF OX(CCi J -1......... _ -1 CONSULTANT: CLOSET ILItIe I le I I'1 iF -rr 1 I r---1 MASTER L. J , _ 1 r` a BEDROOM j.`_. .......__.-.. . ;; r , ' 1. « ' io ; 'l : 1....._._...._-....� R-----1 z I ! f k 1 F 111 ]? ! ! I ' . t ' 1 wwHwkmM v 11 1 1 e EL.__._..._I ! 1 I I ;kI i I rr - IC - 11 I I ,'l d DINING ROOM ; , LIVING ROOM ;; 1'• ,-----1 i li ' ‘Y!1 I I LLL___L� `jr___J_J II ; •. ! I; U v iI I ,' 1 _ ' Fi DROOM 2 L '�� r �1 ; I j = ii Li f1 , I ii • p 1 ; '1 4f1 , I Y J_e e I r-..J I -, Ll I L ie I Is I I IF I L +A ' Ie_ __J .......... .... . DECK ( STOR PROJECT NUMBER 215079 Tigard Apartments 9. UNIT 6 FLOOR PLAN 135th and Scholls Ferry, SCALE: 1/4"-1'-0" Tigard, OR KEY NOTES Irli HOLLAND PARTNER GROUP 1111 Main St#500 ty _ ' � � _- __ ___ ___ ___ 1 �^ Vancouver, WA 98660 -I iiip /12 Te Q ©r_ — — — — _ - - -i . i ( )J r y Phone: 360.649.7888 ri _ _i Thircr - 0 C. MASTER 0EnU -c, U _ — — BATH SHEET TITLE: BATHIIIF II II KITCHEN FANTRY APARTMENT cot UTILITY .�• I MASTER_ 24 TB ===�1 , CLOSET �, — FINISH FLOOR I— — -1 I ENTRY PLANS l IH I CLOSET J - <,(,- , CLOSET , i I, R TT 21 rl I / MASTER ' -----, I: --3! F ' I ' BEDROOM J- r _..I-_ rr I ' i I I i s 'I ii l i •' ��-n-awe- t I I ; � 1:3 l!._....•...f .II DINING ROOM "` " LIVING ROOM , r I A ; I e t I I i, ,, r...-wry • L__.y t� i' I I11 ILL i1L--:j- U. , 'e; BEDROOM 2 ' r n ,, IaI1: L i -i co II 11 F 7; i, I' i 1.---1 I I co i1 J 1 II I- - I f f ! 1' L__ tl !_____L i I — J Irl i' J; , °; °i i it J I I LEGEND UNIT 6 z I ;I LL :I L. _i Z Ill I i ! t Z i I DRAWL BY: DM/JAW E, JJ1..JJJ DATE ISSUE[] 12/11/15 DECK (7STOR Q 1 O v C E' g "1 1" G m E m i 2 A _4, l— rn r-- 5 5 In 0 Vp O 3. UNIT 6 TYPE B DRAWING 4 THIS SHEET FOR MORE INFORMATION aSCALE: 1/4"-1'-0" n E A606 .., SHEET: 9:4n LRS Architects,Inc.@ 2015 4 g g m i LI El L rS ARCHITECTS • I• l I I GENERAL NOTES no NW Davis 50:1221.1121 g" K .._.i SUIle 5221.2077I� ,. P Oft J'T; wuVvV.l�chi�at#�� ,, i '----"-''N\\\\\ N---........_ , 1 I tr- 1 li (11t 1 M STS ; -, 1 1 _ ; '-i i I i 'OD ARc 14 11 1 11 1 rf x 71 i i - 1 i r.._......-1 i e i , a '�4 �, 3540 € I_ I ;, , , _' ; ; DANIEL C. PURG€EL CI ( „ , 1 I • 11 I : J LIVING ROOM - L; ' • • i BEDROOM 3 ; 12'-7"x 12'-3" t/ PORTLAND,OREGON , . 11'-0"x 11'-0" i 1 f 1 , II a /�` = t 34 1 II 1! 1 II IS 1 li `t 13 i is I, -w.r BEDROOM 2 1! ,1.- 'i ! 12'-0"x 11'_0" 1---, CONSULTANT: il ~ . I 1, L__ i 1 n/\ i% r , 11 , I : u1 1i i r ) i 11 — — — — — I / , 11 �J�J —6 .....\\ i I 3 ir`f t- --3 !, IIN\ MASTED Li BEDROOM 1 r 12'8"x11'-0" IIIi� J .1<. .., —12IB 7,-_,-_-__-_,..,1 T- F 7 II of I'LI1 °,. T C { • ' �I : I V -._/;\ r\= =IN ° 0 I II ;I 1' Li0 II II I F 1 !I SEr2:1 ED PPM L Jt II (�\ - ' - 0 Jl 1 (1} '1-. rI r --24 TB i PROJECT NUMBED ' - - 215079 I 1. UNIT 7 FLOOR PLAN Tigard Apartments SCALE: 1/4"=9'-0" 135th and Scholls Ferry, Tigard, OR P u a u Irt • 1 I 1 1 I I KEYNOTES 1 -------"'N.\\\\ 1\.\\\------______ , HOLLAND r L.!L________1,0:1 ,i r i PARTNER !; ; ; : GROUP '_ I I € L r,, ;I , 1111 Main St#500 ST i ii r ; I {11 i Vancouver, WA 98660 p , i, „ ................. x..--.._......-....._.........e I t! I 1 I r I.€_._... .I , r-t 1 , I `I'll 1 rl---- `x ....-n ,-i , , ! t=i Phone: 360.649.7888 t r._--_, i'; :, p I ! I! 4a -"._ry i ,' , t 1�, L''''""'-'141 »w.w ns,c r: d t I I t ', Y -: I ' !i; r ' I I1 '1f I '13 I 1 ! ,', ! ' I 1 t 1 1 , 1 I I i ��� .iis I I I r� >> i i i ! s II ; is LIVING ROOM 1 ;' i-i i ; i SHEET TITLE: L • -- 12'-7^x 12'-3" i' ; L , LIVING ROOM �_-__.. `� r BEDROOM 3 ;; r ; BEDROOM 3 i r -: ,2.7"x,2'_3^ APARTMENT ' 3 ' i 11'0"x11'0" 11%0 x 11t-Ott F = i �� _...... _. u L ..0 _--L- -- FLOOR n r- -� 1 I j ., "' r- - 1 I I FINISH i, _� ' ! it _ •-__--' I 1: it r-- t I II 1 1, p I , , !: I! ,, j ,: I ,i ,. I II PLANS 31 ,i _ -«..'-_.' SII ' 1 1 ri it L.....1 ; FI i-----; (7 .�____�i ,1 --� BEDROOM 2 ` ;-� T r �_ BEDROOM 2 n .. ;� !1 12'-0"x 11'-0" I i i i , ,, ir 1 ei , i �t , i 41 i „ ,, , , 1t 1 11 11 ii ti L -�' ...._.---'i i f -..J it 4.1..t.... __._............__...-.".`-. __...-..I-i r i r---i it >'-' /\ L-- ,1 4i Q 11 ! 1 11 I 11 I F 11 3 S II ! t __...._-�1 11 i II I 11 N ..........it .� ! , f t, I1 ' _._�-_ it LLJIX - *Ss 11.J �I r— —,1 : , I Vii• i-_11 rir_-•= ll �O/\ li g�'� L----i i.! <" � � 6:''''':: MASTER _ -_ ct = MASTER 11 �`• _ - 1 BEDROOM CD ..111%111 ' BEDROOM 11 12'-8"x 11'-0" \1 12'-8"x 11'-0" III \1 riir V-11 12 Ts9 n I ro� I 1 11 7y .; L1aT� __; I rol I I I 11 F J v 0 ...-.......- — --.-=1 Q 1 � it I 10:i • r 7 j s , p ZCrb7- 0 _ EL W /\ /\ „\ ; \\// Etie) Y 0 ElD'I ED 0 •, Li el 1 _ LEGEND UNIT 7 LL 0 MM ;L J; I — I _rIIlL Jl LJI— : I Jl0 • a 13 _24 TB -— 0 DRAWN BY: DM/JAW — — — — — — — — — — — — — — — — o BATE ISSUED 121,1115 m Os 0 u� 5 O U 0 E o r7 :2- a) E 8 0 0 0 M_ g C W E r co P rn i- rn n 2. UNIT 7 TYPE A DRAWING 4 THIS SHEET FOR MORE INFORMATION 3, UNIT 7 TYPE B DRAWING 4 THIS SHEET FOR MORE INFORMATION • SCALE: 1/4"=V-0" SCALE: 1/4"-1I-0" C A V 0 a a m E 8 m SHEET: A6O7 E LRS Architects.inc.©2015 v m c 0 E m v w i / \ i 1 2'-6" 2'-6" 2'-6" J I / \N L rWS GENERAL NOTES S ' 1 I A SEE DRAWING Al FOR MOUNTING HEIGHT INFORMATION ARCH I T E T 1I - r r 21 t H- - - '' ,~` B TYPE B BATHROOMS TO HAVE REMOVEABLE BASE CABINETSI 7�Ei NW Davis �'ti \ I UNDER THE SINK FOR WHEELCHAIR PARALLEL APPROACH.SEE Suns ,� -I I // po '� ` ) `` , Zo UNIT FLOOR PLANS FOR LOCATION. EXTEND FLOOR FINISH ., . iv UNDER THE BASE CABINET,WRAP HOT WATER AND WASTE OR WWW-I1 11tds000m I DAN 6 I , • , PIPES. I \\A608 Ii- - �2Z- - - I 1 l \`J I/ `, H-1 '`I V'' �k C TYPICAL UPPER CABINETS 1'-2"DEEP UON. — —� - - J - - - - _ © i T- D TYPICAL BASE CABINETS 2'-0"DEEP UON. 1<l I I -1 ! �. I ; 1 I 0................ TAT _�.._ 1 _ ' ARO, I I I I I 1 F I l_�. I 1 , V-1 . 1: I 7 . 1�� ^_:_1^-1 J I , j _ -1._ ^ E REMOVABLE CABINETS. D DRAIN PIPES AT EXPOSED AND P R WRAP ALL HOT WATER AN '�j 3544 ,� i I I I I II T.___r_ ' , -_ 1_-,i _rznt3DANIEL C. U GI EL [ I f I —+—I — l j, J o ® _ — I �?' ;; '„ L____J 't; ;; F ALL DIMENSIONS ARE ROUGH FRAMING DIMENSIONS UNLESS I I I I I ` rT ` r� — J J -- OTHERWISE NOTED. n I I I J - _ — -1^� DW-1 I I (� 1 t f3 PORTLAND,OREGON . .. L - - - - - A - - - � V v t i o O -- _ ` OF a 1 (1. -_, „,- 0 . _ ,. „ ,„ „,,, _ _ ., - I „ ., 1_ cm._ 3) 0 314" 1'-0" REMOVEABLE / 2'-0" EQ EQ 51/2' 2'-0" 1'-8" 2'-6" 1'-8" 2'-0" - =J B f , 8s„ 1 1 / C , J / CONSULTANT: KEY NOTES O REMOVABLE CABINET O 24"TOWEL BAR 17. TYPICAL TYPE A U-SHAPED KITCHEN UNITS 1,3,4 AND 7 13. TYPE A U-SHAPED KITCHEN ELEVATIONS 0 12"TOWEL BAR SCALE: 1/2"=1'-0" SCALE: 1/2"= l'-0" O4 MEDICINE CABINET 11'-4" O5 UNDERMOUNT SINK(DAYTON DXUH3118 OR EQUAL) 3'6.. ED1E13 / 24"DEEP 1'-2" / 2-6" f 2'-0° / 2-0" / O 30"H x 30"W x 8"D STORAGE CABINET .- - _\\ 1� -D/- -I- 7 - - , r — — E Q I ,�, , I I.I 7 _ 1 \ / `� x • • I I i A I ---,z--- `I I,-' ,'tTi- lr , 11/1 I I, H-1 \-I �,, \\I I/ L 608 - - L - - - - J _.__`_- __.. 'J T_ J . __._Z 1_____h_. _..I.__. 1 _L�.. 7 -I DROP IN RANGE J . _4 , .1 '...I Zi. .- 1 I_._ . ... _..1 1 .�...-..�-i.- . _. � I .. . REFI • 1 .... .... ....T F....;.... ! . ' ! . i ! - 3 T ANk- — C. [11111 :; �\ `, 'I l 1l 1 O / • , ,'1 I`., DW-1 ,' 1 , ' — - o PROJECT NUMBER 215079 1 [ D_ j1 — \ I ,N _- Tigard Apartments , „ 0 L Ow O PODIUM AIL DEPTH OF RANGE 3 0 /A ` 31-6" 1'-2" 2'-6" 2'-0" f 2'-0" f 1'-0" REMOVEABLE f 2'-0" EQ / EQ / c , 8'-2" / 135th and Scholls Ferry, Tigard, OR ) — —li 18. UNIT 5 TYPE A GALLEY KITCHEN UNIT 5 14. TYPE A GALLEY KITCHEN ELEVATIONS SCALE: 1/2"=1-0" SCALE: 1/2"= 1'-0" I . - - _ I 8'-8" J I / \I / 2'-6" / 2'-6" / 7-6" / / 1'-0" or 1'-10" / 7-5" f 24"DEEP • 14 L _1 J 1 I N r N. N. _\ _ f ,' - HOLLAND I ' ' , , I1 I M ~ - -' PARTNER I �iFolto N N• GROUP „ / I/- _ II _ _ N. 1111 Main St#500 \ i �,' H-1 ''J V ' V H_1 Vancouver, WA 98660 I ` B - Phone. 360.649.7888 r----11 '608 . ! o. : �............ . ' Y to J ) to _ �- o - 1 SHEET TITLE > o I 1- 117 [ REF-1 1 ! — LJLi _ ( � L_-- '= ',-. �- � � ENLARGED o L _ _ '/ L 31 , I - - — I �` DW-1 '^ KITCHEN PLANS W � _ _ , - �, "' AND INTERIOR _ieTi} -9 _ „, L \� - ELEVATIONS IED C_L3 1 Je - J ` 1'-3" / 3'-4" 7-0" 2'-0° A 51/2' 7-0" 1'-8" 2'-6" ` 1'-8" 2'-0" f f 2'-0" / 10" 7-5" 3'-5" - - - - J B f 8-8 ! C D 19° TYPICAL TYPE B U-SHAPED KITCHEN UNITS 1,3,4AND 7 15. TYPE B U-SHAPED KITCHEN ELEVATIONS SCALE: 1/2"=1'-0" SCALE: 1/2"= 1'-0" 11'-4" 1 3' 6" 1 24"DEEP / 1-2" 1 7-6" f 2-0" / 2-0" / coZ 0 P l/J L _, wLi, 1 _ ___, 0 - $ _1 tl ) 0 CIL L-- -_ - -... __, ,, ,'' 1, ,` // ,` W • / \1 l Z q 7 , \ , \ / ill[7.1 „� I r__,. _'__ / DATE!MUM 12/11/15 1 - I A DROP IN RANGE LI . I N ... 1- m ) J I ' 0 ¢ r in io t © r = r o - - _I 16 q.1 , 1_::::_1 = f I _�_-L. .LL.....a....1 ' ) { . _ _.....I-_.. B I REF-1 1 I .608 '-4v I) - — J I 1 1 E c / `--r--_ ` r 0 CTTTE 1L t-- \ -' I I DW-1 , 1 r , i g �,” I , /, .\ '/ .` / „ ,'' \`5 I I I l a O •_ _ :1: I 1 ` I ,Y, , v 1 1 I ~\ r L J r 1 °� PODIUM FULL DEPTH OF RANGE 0 1: ! A 3'-6" 1'-2" 2'6" 2'-0" J 2'0" _ip2'-0" -1 2'-0" ioo_ 1/2" / 1'-0" 3'-0" / 2'-0" / EQ EQ / a.a. B C f 8'-2" f a a EA608Q MEET: 20. TYPICAL TYPE B GALLEY KITCHEN UNITS 5,6 16. TYPE B GALLEY KITCHEN ELEVATIONS LRS Architects,Inc.C320?5 SCALE: 1/2"=1'-0" SCALE: 1/2"= 1,-0" O F.d N i 10'-2 1/2" / L rrS 3'-6" 24"DEEP / 1'-2" / 2'-6" 2'-10" — — GENERAL NOTES 1- o• a. 7 A SEE DRAWING Ai FOR MOUNTING HEIGHT INFORMATION ARCH I T E T S I - f _ -_ B TYPE B BATHROOMS TO HAVE REMOVEABLE BASE CABINETS .1121 rc.) I , ` UNDER THE SINK FOR WHEELCHAIR PARALLEL APPROACH.SEE suds 300 SO32212077 p c' ('' \� UNIT FLOOR PLANS FOR LOCATION. EXTEND FLOOR FINISH I_ — — UNDER THE BASE CABINET,WRAP HOT WATER AND WASTE OR WWW-k; t`Ie�.'t�oom 1‘,P,''' PIPES. - N I ', , H-1 ''•1,11/ C TYPICAL UPPER CABINETS 1-2"DEEP UON. f __._ .._... _ _ ..- DROP IN RANGE N ( 1 D TYPICAL BASE CABINETS 21-0"DEEP UON. 4 t� y S, ® 17 f I E WRAP ALL HOT WATER AND DRAIN PIPES AT EXPOSED AND 354{! ~ REF-1 609 I I r-� X I I TI __..............I. �. .. _._ - L �� REMOVABLE CABINETS. ' DANIEL C.PURGIEL C I I .. �`-T-r--- f`-r7--'1 I O ® — , c L J 7 F ALL DIMENSIONS ARE ROUGH FRAMING DIMENSIONS UNLESS I I ' I I DW-1 I — I I o V [ PORTLAND,OREGON+ F o OTHERWISE NOTED. • + .L L4 I LJ _ - -- _ ,, ,C) ED � - - ( s - Jt. PODIUM ULL DEPTH OF RANGE S-0" 2'-0" a 1'-8" C 3'6^ 1'-2" 2'6" 2'-10" C fi'-10" �LTANT: N. KEYNOTES 1 O REMOVABLE CABINET 2O 24"TOWEL BAR 17. UNIT 2 TYPE B GALLEY KITCHEN UNIT 2 13. TYPE B GALLEY KITCHEN ELEVATIONS O 12"TOWEL BAR SCALE: 1/2"=1'-0" SCALE: 1/2"= 1'-0" 4O MEDICINE CABINET O UNDERMOUNT SINK(DAYTON DXUH3118 OR EQUAL) O6 30"H x 30"W x 8"D STORAGE CABINET PROJECT NUMBER: 215079 Tigard Apartments 135th and Scholls Ferry, Tigard, OR 3'-6" / 1114_ _ _ _ _ _,_ _, 2' 10" / 2'-6" / 1-10" / 1'0" 2'2" 2'-0" / 24"DEEP I _1 ,, ,, , / 1 , , , I HOLLAND - \� __y r__ _ -T / T• �WY� /'/ ♦\\ SM1� —] r, , to • , ` II PARTNER O N , . GROUP e , 0 �1O '-,J1--- /L Vancouver,Main WA 98660 '',I !, H-1 \\A.,.1/ '\J I'' `J l'' r-~ Phone: 360.649.7888 I 19 i.. '609 --F - - 1 C I i- i € i i- �...... J. - I- z7I_.�_.-_ �H1................ REF-1 _ `- SHEET TITLE. 11iq T. /1 _114 1 ) I , c: c.; L____J [ _ ,� fi,, ENLARGED -„--- o L — J . --�- , KITCHEN PLANS i_ - - - - DW-1 — , ' AND INTERIOR ELEVA TIONS L _ _ _ _ f1:31– \_ ED 0 Je 1`-8" 3'-O" 2'-0" 2'-0" 5 112' 10" 2'fi" 10" J 2'-0" 1`-2" J2'-0" J3'-6" J' / / — — B / $,-8" / C 0 I 19. TYPICAL U-SHAPED KITCHEN UNITS 1,3,4AND 7 13. U-SHAPED KITCHEN ELEVATIONS SCALE:: 1/2"=1'-O" SCALE: 1/2"= 1'-0" 10'-2 1/2" / 3'-5" / 24"DEEP / 1'-3" / 2'-6" / 2'-10" Z fdi 0 T 7Z 0 r,1 . , , . , _,............ -_ III . , , Y I - - - o I I _ I IY' • ' ` DRAWN A ma Z I \\\ /' ___ DATE ISSUE ' i i - '' (y 12/11/15 a \� H-1 \I 1" L. a A DROP IN RANGE 0 o I— -� 1.._` l,-(920 REF 1 --'7.--'--FL-1- ..- w ,..._ '.. .. 11 cl N-1-1 , T 609 t J l 1 -- — .. ,'1 l'`, C rt rT I DW 1 I — ,, W c7 1 cri E m aO 0 B Ll ♦ , /ED- - -\ 0 - ,...../ 0 — — — 410 I PODIUM ULL DEPTH OF RANGEJ(( ED 3'-O" 2'-0" / 1'-8" C 3`-5" 1`-3" 2'-6" 2'-10" o A / 6'-10" o. d E m A609 SHEET: Q 20. TYPICAL GALLEY KITCHEN UNITS 2,5 AND 6 16. GALLEY KITCHEN ELEVATIONS LRS Architects,inc.@2015 SCALE.: 1/2"=1-0" SCALE: 1/2"= 1'-0" 1 r L rS I , r ARCHITECTS I i avis• GENERAL NOTES no NW " �"°` I Sufic 300 5032212077 I A SEE DRAWING Ai FOR MOUNTING HEIGHT INFORMATION 41"x 36" Portland OR 97205 Wwwasarchtbscis.aar B TYPE B BATHROOMS TO HAVE REMOVEABLE BASE CABINETS J Illi — PROVIDE BLOCKING UNDER THE SINK FOR WHEELCHAIR PARALLEL APPROACH.SEE , FOR GB(TYP) UNIT FLOOR PLANS FOR LOCATION.EXTEND FLOOR FINISH • UNDER THE BASE CABINET,WRAP HOT WATER AND WASTE _ --- ---- _ ,I � I PIPES. ., 1,- - - - - - O \ C TYPICAL UPPER CABINETS -2"DEEP UON. 3540 ,�iI 1'PROVIDE BLOCKING 24 TB,/ I \ r\\, FOR GB(TYP) PROVIDE BLOCKING D TYPICAL BASE CABINETS 2'-0"DEEP UON. DANIEL C.PIA_GfEL FOR GB(TYP) r a�4 / '610 \ I 1 I r i - E WRAP ALL HOT WATER AND DRAIN PIPES AT EXPOSED AND • • / ___ _ I n PORTLAND,OREGON ., . - : , ! REMOVABLE CABINETS. to i " I I f - I 5 �� L 1— - c z J1 F ALL DIMENSIONS ARE ROUGH FRAMING DIMENSIONS UNLESS y'n yv I ) LT_ , ! OTHERWISE NOTED. OF 0 \ / I OO /\ `J -I [V \\ I No — \ _--I - - - - ,z- -I- - :: . (1 _ 1 N. , i I — CONSULTANT: SCRIBE TO I-� W_ _igokV II H WALL 1'0" 2'-6" 0 — ✓ �� CV C D L — KEY NOTES I r 0 REMOVABLE CABINET 17. UNIT 1 TYPE A BATH 13. TYPE A BATH EL EVA TIONS O 24"TOWEL BAR SCALE: 1/2"=V-0" SCALE: 1/2"= 1'-0" O 12"TOWEL BAR O4 MEDICINE CABINET ®5 UNDERMOUNT SINK(DAYTON DXUH3118 OR EQUAL) O 30"H x 30"W x 8"D STORAGE CABINET ,- " i 'y I' � - - — J1 _ 1 243B-i-- — — I ` r i 27112"x 36" 0 i I I' � / I \ I I I l� (7)/ -- 1 I \ 1 11 rif/ / 0 7 �1 III - / 1 D 13 B I L —IJ` 610 1 i 1 m \ — PROVIDE BLOCKING N FOR GB(TYP) V_ ! ! I 1 7 P. 11 1 - I r I \\ i------ 'lL ., ! I y I y \ ` / I ! g -- 1‘‘i) R L J PROJECT N�iM�F� 215079 _ ��" ' II `. II U " g I� _S) \ —,� N r N f,, - Q o N N Tigard Apartments , - 1 ) • , 0( MI' \ S RIBE TO 135th and Scholls Ferry, 2'4° 1 1/2" WALL Tigard, OR A B C D 18. UNIT 3 TYPE A BATH 14. TYPE A BATH ELEVATIONS SCALE: 1/2"=1'-0" SCALE: 1/2"= 1'-0" — _ - 14 r Flak_7 12 TB 0HOLLANDIr�I 0II II ii I F ��"x PARTNER --1 — 7 — — — — 7 1 1 1111 Main St#500 Vancouver, WA 98660 1 I 15 B 1 m I 610 I o I 1 I I Phone: 360.649.7888 1 I i L I- _ i I \-` © SHEET TITLE: -,t 1� � IO1 0 E E IL ENLARGED BATH LI I J I „ , �l, ELEVATIONS I y r _. I �� -J- I , l .:.-x J L J I l >� - �N 0 Q 4LLL `` 20 r o J _ O - I'-- ..r \--- I\--) I f r 11 J � J [ N SCRIBE=TO /I O WALL 1'0" , 3'-O" / 1'-0" I. A A 19. UNIT 5 TYPE A BATH -_ 15. TYPE A BATH ELEVATIONS SCALE: 1/2"=1'-0" SCALE: 1/2"= 1'-0" _, �- TYPE A 12 TB - - BATHROOMS I 41 w // 1 N\ / 45"x 36" __ Lu a \ DRAWN : 7 I I / — — — \ DATE fSStlE[�r 12/11/15 Q 1" o a .1- k,'- - - \ T 7, o PROVIDE BLOCKING 1 — 16 Ici r PROVIDE BLOCKING FOR GB(TYP) — \ '610 FOR GB(TYP) U /\ cll - op \ // ` , _ r ' 11 ' 14� till' ', (h N t ] 1 1 i 1 ' y n m L J vGO I , o, Og LL — U o 0 -J - = a ri' �- 1 5 = 4T "I- — N L 1 - 4: M____. "114. =,� — - L J v a Ile E f 1'-0" #00,0 2'-6" o B C A610 SHEET: E [V 20. UNIT 7 TYPE A BATH 16. TYPE A BATH ELEVATIONS LRS Architects,Inc.©2015 e SCALE: 1/2"=V-0" SCALE: 1/2"= V-0" 0 E d 0 1 L TS n — -00 0ARCH I TARCHITECTS GENERAL NOTES no NW DaVis 5032211121 M 6 A SEE DRAWING Ai FOR MOUNTING HEIGHT INFORMATION St app 503221.0077 D I /I O 41"x 36" \ ‘ - B TYPE B BATHROOMS TO HAVE REMOVEABLE BASE CABINETS Portland OR 91209 Walw.ltsatchttects.cora PROVIDE BLOCKING UNDER THE SINK FOR WHEELCHAIR PARALLEL APPROACH. SEE , / .. FOR GB(TYP) UNIT FLOOR PLANS FOR LOCATION. EXTEND FLOOR FINISH UNDER THE BASE CABINET,WRAP HOT WATER AND WASTE O k' ' PIPES. 4 , --r -I 3 \� • I I PROVIDE BLOCKING C TYPICAL UPPER CABINETS 1-2"DEEP UON. D C O / FOR GB(TYP) �� 35 L _ _ j _ PROVIDE BLOCKING '� Q 13 J FOR GB(TYP) D TYPICAL BASE CABINETS 2'-0"DEEP UON. raiDANIEL C, PI1I�GIEL 24 TB '611 �]Q - L E WRAP ALL HOT WATER AND DRAIN PIPES AT EXPOSED AND � e '� I T1.::;: I !1: 11 ! r, I I jl F I w I I 111 �i I l 1 "� I �� '� I I I `r' REMOVABLECABINETS. •^^ /�{ ���/y OREGON gyp //� 4 WI 4 V PORTLAND,OREGON �, — — _ — g r ;; ;`` - 4 0 I L J F ALL DIMENSIONS ARE ROUGH FRAMING DIMENSIONS UNLESS CZ) 'DP Iu O OTHERWISE NOTED. 0 \? I I I 2o — 2 o I I o0 I- I CV I I N0 — o II I ' (\.. `Jr inI I \ ______Ac0 L 1 SCRIBE TO CONSULTANT: WALL J. O Lf m / 1'-011 0, 2'-611 J ID.. i ,-. c KEYNOTES 1I rr - -- -4- -1_ J I I0 REMOVABLE CABINET 17. UNIT 1 TYPE B BATH 13. TYPE B BATH ELEVATIONS O 24"TOWEL BAR SCALE: 1/2"=1'-0" SCALE: 1/2"= 1'-0" 3O 12"TOWEL BAR 4O MEDICINE CABINET 5O UNDERMOUNT SINK(DAYTON DXUH3118 OR EQUAL) O 30"H x 30"W x 8"D STORAGE CABINET �J I O 59"x 36" -\ - F-- / , C's1 .0 - / D © II - ,4141.41444111.144. A c - - s — S H-2 '611 B r r tr i- ' I I' ,1 "- }' r .r.� I I rr ��I ' '1 f I I 1 I I . i I T N. C r CD 11 — — I ® 1 O 1 e L PROJECT NUMBS 215079 1 1 0 b - m 20 (V CVI I COl` NO — '` Tigard Apartments ; \ . , ,_ .. N. I I I I\ SCRIBE TO >� I f t. 110" 3'-0" �, 1'_0" WALL 35th and Scholls Ferry, - - -- 414 - -- , Tigard, OR t -- � - - - �- f-- - A B A -.-'N- I_ i 4 18. UNIT 2 TYPE B BATH 14. TYPE B BATH ELEVATIONS SCALE: 1/2"=7'-0" SCALE: 1/2"= 1'-0° 14 24 TB f 7 Iri HOLLAND �� — — — � �i <--) IIIj ® 271/2"x36" 0 PARTNER I / GROUP / Q /A 0 \ 1 III _ 1111 Main St#500 D ®/ I J _ / ° Vancouver, WA 98660 B I 1 ( ) = Phone: 360.649.7888 691 I I I �I-• 0 / C p— — I I I I N — PROVIDE BLOCKING SHEET TITLE: FOR GB(TYP) L 4 eti ,f,-- __ - 4 I I , c ENLARGED BATH 0 _,.N. r �I z �,' -F �. ' - r , °' ELEVATIONS IN , 1 1 I 1 f 1 I I r I- ill I rr 0 4? U VL, -111) - I b o Fh n O b Q Nr to CV r ♦ ,' o O 4 I CV CV ►-' I I .s.'''l 0 I- N O I I I- I K bir. \ i1/4--- 11L- 1 N. N. __14,, N. 2'-4" 1 1/2"SCRIBE TO WALL oie A B C C 19. UNIT 3&4 TYPE B BATH 15. TYPE B BATH ELEVATIONS SCALE: 1/2"-1'-0" SCALE. 1/2"= 1'-0" - - Tr- I — TYPE B j a 11 .�. 2 TB I L_ I W I 10 = BATHROOMS 1 I03 II w I i I , ,� o II 1; - I / 59"x 36" > I ,� DATE ISSUED 12/11/15 h 4 160 6611 Q I I , r C I 3 ' ' r c w g I I g 0 I « I r•. 14 r .n I �+ 6 I C U ID \ f``` 1/• 0 n , CcO • 'a Li- U ,O A1) I) p CVO r , F In — I— r` - r r 2 SCRIBE TO / R WALL J..O a: —, I - > . 1'-0" ` 3'-0" 00 1'-0" 61 g A B A611 in SHEET: 20. UNIT 5&6 TYPE B MASTER BATH 16. TYPE B BATH ELEVATIONS M LRS Architects,Inc.e 2015 04 SCALE: 1/2"=1'-0" SCALE: 1/2"= 1'-0" 2. i LTS ARCH ITE TS GENERAL NOTES 7 NW MIAs -503.221.M1 Mr _ V V r `- -....- - '1 1 0 0 A SEE DRAWING Ai FOR MOUNTING HEIGHT INFORMATION Suite 300 S032212077 [3 e_ \ . 2 T B I - - Y J 1 - '' - _----_. �,h 36"x 36" 1. _ J A B TYPE B BATHROOMS TO HAVE REMOVEABLE BASE CABINETS P OR 97 WWw' Irsarchitecbmom Ii UNDER THE SINK FOR WHEELCHAIR PARALLEL APPROACH.SEE i- ` r o o UNIT FLOOR PLANS FOR LOCATION.EXTEND FLOOR FINISH - - ""'-, \ UNDER THE BASE CABINET,WRAP HOT WATER AND WASTE I I / glk = C TYPICAL UPPER CABINETS V-2"DEEP UON. „-A,3540 00')mu, ,612 0 B N. g V D TYPICAL BASE CABINETS 2'-0"DEEP UON. DANIELC. PURGIEI. ' E WRAP ALL HOT WATER AND DRAIN PIPES AT EXPOSED AND � (�' _ / ,N. _ N. REMOVABLE CABINETS. 81. f. y PORTLAND,OREGON 24 TB I g v - �' F ALL DIMENSIONS ARE ROUGH FRAMING DIMENSIONS UNLESS Ph J I -ice------ ,) i o i�r=- EL, OTHERWISE NOTED. �, l I ia :coot) , F o + a Q o C0 g, 0 0 s i rr O JI / - IN if 3 - CONSULTANT: 2" A B D KEY NOTES 17. UNIT 5&6 TYPE B BATH 13. TYPE B BATH ELEVATIONS O REMOVABLE CABINET SCALE: 1/2"=1'-0" SCALE: 1/2"= 1'-0" O 24"TOWEL BAR O 12"TOWEL BAR O MEDICINE CABINET O UNDERMOUNT SINK(DAYTON DXUI-13118 OR EQUAL) ', rl ® 30H x 30'IW x 8"D STORAGE CABINET 12 TB P 6 ir C ' 41"x36" 1 a 1 14 B 3 \\ 0 PROVIDE BLOCKING 61 - • I I FOR GB(TYP) F, C 1 { O PROVIDE BLOCKING71 \ / FOR GB(TYP) , �� i W 1 1 1 ! I r I T\" 1 I T i I I L J I �� �� I I Z ' ' ,\ I I 1 L _ , m ,• C 1 0 I III _ 6 r ` L J -__ 0 1111 \` © 0 o o 0 PROJECT NUMBER 215079 CV I I _ °31-2 Tigard �4 partm en is L , 0 N 0 — 1 rt-----1 - 24 TB ,.. _ _,1/4 _ .._,„,v jl 3-6 135th and Scholls Ferry, Tigard, OR B B 18. UNIT 7 TYPE B BATH 14. TYPE B BATH EL EVA TIONS SCALE: 1/2"=1'-0" SCALE: 1/2"= 1'-0" lit H OLLAND PARTNER G ROUP 1111 Main St#500 Vancouver, WA 98660 Phone: 360.649.7888 SHEET TITLE: ENLARGED BATH ELEVA TIONS c.w TYPE B s BATHROOMS i_ a c.W CD 5 DRAWNMY: -- W o DATE E[7t 12/11/15 a rn p- 0 In a a CO) 0 V m E 0 0 O 0B 9 C m E c N a a V - F 0, N. 0 LL] 11 � C C N O d_ m .O E E A612 SHEET. i. LRS Architects,Inc.9 2015 m CV m C F i t - 1 10.° t7 L TS - ARCHITECTS GENERAL NOTES 720 NW Davis 5 22L112T M O A SEE DRAWING Ai FOR MOUNTING HEIGHT INFORMATION Suite 300 503 2212077 �— 41"x36" \ i B TYPE B BATHROOMS TO HAVE REMOVEABLE BASE CABINETS Portland OR onos www.Irsarchiteclaxam — 11) PROVIDE BLOCKING UNDER THE SINK FOR WHEELCHAIR PARALLEL APPROACH.SEE i FOR GB(TYP) - UNIT FLOOR PLANS FOR LOCATION. EXTEND FLOOR FINISH UNDER THE BASE CABINET,WRAP HOT WATER AND WASTE O7 4 ' PIPES. ' )1°'D '� � H - J 0 — f PROVIDE BLOCKING FOR GB(TYP) C TYPICAL UPPER CABINETS 1-2"DEEP UON. PROVIDE BLOCKING D TYPICAL BASE CABINETS 2'-0"DEEP UON. �.'�, 3540 24 TB D 13 //' -- FOR GB(TYP) DANIEL C.PURGIEL � 613 �1p1 E WRAP ALL HOT WATER AND DRAIN PIPES AT EXPOSED AND �' aide/9-4,81,-3 c i -., `3 'I4 Z it•r' I'y I : w .� REMOVABLE CABINETS. • • E IIL _I F ALL DIMENSIONS ARE ROUGH FRAMING DIMENSIONS UNLESS 0 4F 00 - Cl- './ H 0 H ,... i . x , _ 0 -- SCRIBE TO �r4WALL 1'-0" 2'-6" 0 [CONSULTANT, I— / / KEY NOTES 1O REMOVABLE CABINET 17. UNIT 1 Bt 4 rH 13. BATH ELEVATIONS 24"TOWEL BAR SCALE: 1/2"=1'-0" SCALE. 1/2"= V-0" O3 12"TOWEL BAR c4-) MEDICINE JI CABINET O UNDERMOUNT SINK(DAYTON DXUH3118 OR EQUAL) ----i O 30"H x 30"W x 8"D STORAGE CABINET CO = F-- 0 59"x 36" —\ / / ' I I ,'' # /, 0_)\\ A SH-2 14 '613B T------ _ r' b ' Fr 1 lI ,. , w (•- Jal r �� I r _ _ Q t ,'1 � el � ��, � PROJECT NUMBER 215079 •• o ' I ' - l U I I O o m ' O I I cv `� m K' o 0 m I0 No Tigard Apartments c .A - - SCRIBE TO 135th and Scholls Ferry, it, 1'-0°' fr 3-o" 1-o WALL Tigard, OR A B A 18. UNIT 2 BATH 14. BATH EL EVA TIONS SCALE: 1/2"=1'-0" SCALE: 1/2"= V-0" 14r t,- 'CI' HOLLAND 24 TB---r --'' r PARTNER 68"x 36" O 1 4 GROUP 1 A •)1 j 1 o / /N O 1111 Main St#500 D ® B L Vancouver, WA 98660 A613 - 2 . = Phone: 360.649.7888 / C \ PROVIDE BLOCKING SHEET TITLE: J I @ a 1 FOR GB(TYP) L-- _ __ ENLARGED BATH 1 1 0_1 N. , 1 1 ,, , , N , ' , 1 -1 -1"ii. , N., ELEVATIONS 1- 1-7 -1 412TB ' I L- I A - til r-. E o — r� uj p _ O O b ` o - - _-- _ I Qa M ' oa i II I I N 0 .-_ 0 NI N N O N O I H 1 -1L. , L. / , J IDcf -- - SCRIBE TO WALL Jr . 1112" f 2'-8" A B C D 19. UNIT 3&4 BATH 15. BATH ELEVATIONS SCALE. 1/2"=1'-0" SCALE. 1/2"- 1-0" 2ND AND 3RD FLOOR w BATHROOMS g 4,,ji I Ca 0 1011111.111111111111 • I � 59"x 36" Li, I F , i DATE mum 12/11/15 ti A , . \/ - , ') '8 '613 r 1 \\ \� 0 co c I `\ II :111111:m0 o h - -- I- - , O .lam '� 11 I r��` �--,,I r.1, Z '! -�} I Sy 11I D I L r _, y m f , J a� .„7.,_ 1 "- . 6 O — V O T H D n r a 7/ \-...) g SCRIBE TO ' 0 a - WALL 1-0" 3'-Q" / 1-0" ito 1 - E I I A B . <, A613 . O SHEET; 20. UNIT 5 MASTER BATH 16. BATH ELEVATIONS LRS Architects,Inc.G 2015 en .,, SCALE. 1/2"=1'-0" SCALE: 1/2"= 1'-0" I' f LI.liwS ARCHITECTS GENERAL NOTES720 NW Davis , .1121 0 .0 0 A SEE DRAWING Ai FOR MOUNTING HEIGHT INFORMATION Suitt 300 3 2/.2077 ❑ 0 36"x36" -\ 1_r -1 B TYPE B BATHROOMS TO HAVE REMDVEABLE BASE CABINETS Flatland OR 97209 ` ' coM 1 \ •:• T ` -*-4-----j- 0 _ II UNDER THE SINK FOR WHEELCHAIR PARALLEL APPROACH.SEE _ o o UNIT FLOOR PLANS FOR LOCATION.EXTEND FLOOR FINISH UNDER THE BASE CABINET,WRAP HOT WATER AND WASTE • Lq 0 J \ - PIPES. C TYPICAL UPPER CABINETS 1'-2"DEEP UON. D I , , 7 3540 '614 '� E.---0, V D TYPICAL BASE CABINETS 2'-a"DEEP UON. DANIEL C. PURGIEL II ,..%, - E WRAP ALL HOT WATER AND DRAIN PIPES AT EXPOSED AND 04 4 GC(i�� � N, T r O z r ; I I <ED \ < ' N , REMOVABLE CABINETS. • • J? PORTLAND,OREGON . . F ALL DIMENSIONS ARE ROUGH FRAMING DIMENSIONS UNLESSO M - U F71v4/1/) t7 LL I I - 0 OTHERWISE NOTED. y >L W , o / fur - F0 � 24 TB a ,v E m o ° o NI - o ] 7 '',, �O ~ I a I Y I L J L X '4 I� '4 CONSULTANT: 3'-2" A B D KEY NOTES 17. UNIT 5&6 BATH 13. BATH ELEVATIONS 1O REMOVABLE CABINET SCALE: 1/2"=1'-0" SCALE: 1/2"= ?'-0" 2O 24"TOWEL BAR 0 12"TOWEL BAR O MEDICINE CABINET O UNDERMOUNT SINK(DAYTON DXUH3118 OR EQUAL) V I- ' , _.-1 (ialci 112 TB I ` _ I 6 30"H x 30"W x 8"D STORAGE CABINET 4 11 0 : ii- 59"x 36" , , A , , AlhB '- D \ 614 03 \ 0 0 , ` II C CNI N. c � SH-2 7 , ic I I I _ f I I I — L J I m ` ` ) o . u- :4- PROJECT NUMBER 215079 O b r O ' ,' ail- CV T CV N� o \"." Tigard Apartments 1 —L._ _ -s, /, - -,... ,_ , SCRIBE To 0 135th and Scholls Ferry, I WALL 1'-0" 3.-0" l'-0" A BB Tigard, OR 18. UNIT 6 MAS TER BATH 14. BATH ELEVATIONS SCALE: 1/2"=1'-0" SCALE: 1/2"= 1'-0" , 14i7 12 TB HOLLAND 16 PARTNER fl 41" x36" el , F GROUP 1111 Main St#500 Vancouver, WA 98660 t'' , Phone: 360.649/888 © / PROVIDE BLOCKING Nrk 14 II FOR GB(TYP) __, \\C p PROVIDE BLOCKING , E.----Et `y' '� SHEET TITLE. i FOR GB(TYP) r LA ENLARGED BATH N , 111 ,, Ei : ] N -,' I 4� ,.'1 I Z ELEVATIONS L J _ 0 u v .O – o } 2 0 0 N col- - O I N O — J f0 I- 1 1 11 f-- - �__fJ4TB 3'-6" ; ___1,4 B C D 19. UNIT 7 BATH 15. BATH ELEVATIONS SCALE: 1/2"=V-0" SCALE. 1/2"= 1=0" 2ND AND 3RD E FLOORu A w = - BATHROOMS W03 03 N [ 74X36" w — — — _ DATEIS5UEI7� 12/11115 a a' fl -i r I s I ID16B - \ I I 614 M I • ^a N. C SH-2 1,_„ Z `m g ' Ft` 1 I s U 1 I I I `, ---, i i ¢i U.- v 2O ,' l 2 O r b 1 2 a 00 `� , b a m O N a' N N H — O m 2'-6" 01, l'-4" jt, 7-6"0 a `m ' B C D m A614 SHEET: i 20. UNIT 7 MASTER BATH 16. BATH EL EVA TIONS LRS Architects,Inc.©2015 V SCALE. 1/2"=1'-0" SCALE: 1/2"= 1'-0" V O E m TR-4 T-4 T-4 TR-4 1,001116-01110.$t 44. • - &• L rS FA , ARCHITECTS GL-1 GL-1 GENERAL NOTES 720 NW Davis S03221,1121 a o rx X rc . >N1A SEE DRAWING Ai FOR MOUNTING HEIGHT INFORMATION SUite 300 5032212077 D r. 39'-41" \ /J B TYPE B BATHROOMS TO HAVE REMOVEABLE BASE CABINETS Portland OR 97209 WWw.Irsatr.lil�eds.t�am 0, \ \ / \ UNDER THE SINK FOR WHEELCHAIR PARALLEL APPROACH.SEE • r. -ei [ - :3 �� \ / UNIT FLOOR PLANS FOR LOCATION. EXTEND FLOOR FINISH /AqUNDER THE BASE CABINET,WRAP HOT WATER AND WASTE I C 12"min C. 24"rain. ► \\ // I i N (n) Ix PIPES. / r� _ \ / C TYPICAL UPPER CABINETS 1'-2"DEEP UON. Q, AIN _ . ■ ■ •''r _ � '` �� ���� il '�� 3540 42"min. 2"max` ii wires iir�r���prAr���r�r�r�r�pr0��liiO�ri�i�i��rO�rAi�ii�irOir��:►� �►oiAVATAYriririrA \ / ` it• NMI At�� ����� ��`� ��1 r �;�•�•,►� o�r�r�r�r�rnir�r�r�r�r�r�r�riEll •►r�r�r�r�r�r�r�r��rar�r�r�r�r�ri r� ,�►rir�r�rir�rir�r�� \ / ,�,�, : iISS G =� �`= D TYPICAL BASE CABINETSA 2'-0" DEEP UON. DANIEL C. Plop GiEL • •r�AvAll m /r+ r�r�n�.r r�u�► r�nnr�r�r�r�r�r�+riro�r�r�rir�� ►� �i�ir�riro�pr�r�ri o -• / 2 c0 T 6 ��`��—��■�I �r1�11�11-�E 1-�1111�_�1—■ / \ • `o �► • �� EMIT-5 S E WRAP ALL HOT WATER ND DRAIN PIPES AT EXPOSED AND QQ '' .. �� � •— ------ -- L REMOVABLE CABINETS. + ��■�■I■ ■■I -_ ■� / \ _ �r---�—� PORTLAND,OREGON , , 1J 111 _ �_��� � / \ f - �__ F ALL DIMENSIONS ARE ROUGH FRAMING DIMENSIONS UNLESS t'O v = 54" min. `� . ° ■I ■—■■■1■1 ■■I■__■� / \\ _ � . `o; m SND OTHERWISE NOTED. `f -' VI tpd 1 M =En M _l 1 OF fA c,-, -EH Eli- LAM idomddim Ifk imidm de) IFAMIIIIMME kr ME -- / \ IP \\) . ■� T-4 I I C / \ T-4 IIIII .• Xr../__,,,r � , I I I I I 1 I I F l \ I I i , r i� C D B C CONSULTANT: KEY NOTES 1. MENS 112 — COMMUNITY BUILDING 3. WOMENS 113 — COMMUNITY BUILDING REMOVABLE CABINET SCALE, 1/2"= 1'-0" SCALE. 1/2"= V-0" `V 24"TOWEL BAR O 12"TOWEL BAR FULL HEIGHT TILE BACKSPLASH O MEDICINE CABINET O UNDERMOUNT SINK(DAYTON DXUH3118 OR EQUAL) TOUCH-LATCH "HIDDEN" CABS ABOVE REF RANGE HOOD DE=SIGN BUILD O 30"H x 30"W x 8"D STORAGE CABINET LIGHTING, DESIGN BUILD DROP-1N COOKTOP&WALL OVEN COMBO A WATER LINE NEEDED FOR COFFEE r WATERFALL 14 / � LOCKABLE CABS COUNTERTOP 615 PULL-OUT ADA 113-) UNDERCQUNTER WORKSURFACE \ '\61) 12Allft REF I DISHWASHER-- 0 \ '615 '615 ADA SINK BASE F - _ / RETRACTABLE DOORS — 0 J — — — L — '° — — — ©© ©© N '. , , ,' .,�: BACK OF ISLAND --- - - �. �. ,� (9 FINISH TBD o b r- J N N �,� PROJECT NUMBER 215079 - Tigard A artm en is N. - N 4"TYP 3'-4" 1'-4" 2'-0" 3'-1" 1'-5" 2'-9" / 3'-4" / 1'-1" I 2'-6" 2'-6" if- 1'- " SEE SPEC 9'7" 135th and Scholls Ferry, f / ;f 1 112" \4"TYP 1 112" 1 1/2" Tigard, OR A B 6. KITCHEN 109 - COMMUNITY BUILDING 9 KITCHEN ISLAND EAST ELEVATION SCALE: 1/2"= 1'-0" SCALE: 1/4" = 1'-0" COUNTERTOP PER ELEVATION .-.- COUNTERTOP OVER 314" PLYWOOD, SEE \ ` % 2 1 / 14 ELEVATION FOR MATERIAL. BACKSPLASH PER COUNTERTOP OVER 3/4"PLYWOOD, COUNTERTOP OVER 3/4"PLYWOOD, EASED EDGES,TYP; PROVIDE BLOCKING AS SEE PLAN ELEVATION f - ;: SEE ELVATION FOR MATERIAL. EASED SEE ELVATION FOR MATERIAL. EASED ` SEE PLAN REQUIRED If N H O L L A N D EDGES,TYP; PROVIDE BLOCKING AS SEE PLAN N EDGES, TYP;PROVIDE BLOCKING AS / / N PROVIDE BLOCKING AS REQUIRED,TYP FASTEN CABINET TO % ' r PARTNER REQUIRED 'I REQUIRED :. W '-` Q ____. _ _ ' \ ♦ . ` >._.. . - .• ' �, • SEE� PLAN... f ... WALL I f/ N _ . G • REQUIRED), • TYP ROU P SEE PLAN SEE PLAN r ,� c) , PULL-OUT ADA WORK SURFACE, EURO STYLE == �� I . I 1111 Main St#500 PROVIDE POWER OUTLETI '-'J - z FACE OF ISLAND TO MATCH CABINET . ..........-.. G 1 - a FLUSH OVERLAY DRAWER ON GLIDES WI SS-4 0 u�i — INSULATE EXPOSED DRAIN Vancouver, WA 98660 /i a TYPE, SEE ELEVATION(S). I - INSET(BLOCKING AS REQ'D);SEE ELEVATION " ,� PIPE AND WATER SUPPLY �� �� 1 • . Z Phone: 360.649.7888 FACE OF ISLAND TO MATCH CABINET REF.TO APP SPEC a TYPE, SEE ELEVATION(S). A /i o �{ Lli FOR CABINET TYPE e o w ` . \� } N LJU - ��` 3!4"ADJUSTABLE MELAMINE SHELF; PROVIDE z N ' ,- I- SHEET TITLE: - I TERIOR F CABINET T ` MICROWAVE; SEE APPLIANCE • w i r 1 SHELF IF OVER 36 IN WIDTH,TYP :,— o O C 0 E , LEGEND - EURO STYLE FLUSH OVERLAY CABINET -- E I; o MATCH EXTERIOR, P . ; � TI (P 1- p.--=-.0 DRAWER ON GLIDES,TYPICAL; SEE 1- EURO STYLE FLUSH OVERLAY CABINET DOOR, ----•-• x INTERIOR EURO STYLE FLUSH OVERLAY CABINET Ia ix KNEE SPACE PER ADA 5. ', \ Q ����-- ELEVATION FOR CABINET TYPE 1 TYP;SEE ELEVATION FOR CABINET TYPE Ix o " REQUIREMENTS ELEVi4 TIONS DRAWER ON GLIDES, TYPICAL;SEE „iiimH��- w ELEVATION FOR CABINET TYPE L FACE OF ISLAND TO MATCH CABINET TYPE BASE TO MATCH CABINET,TYP - OPEN CABINET DOOR ;, BASE TO MATCH CABINET, TYP -. SEE ELEVATION(S) , ;, -z r 4x • PROVIDE BLOCKING AS REQUIRED,- PROVIDE BLOCKING AS REQUIRED, -_ - # , ; ,It . „--„-4.. ....„,-.. ........ u + PIVOT HARDWARE; :. i TYP .♦ TYP 0 BASE AS SCHEDULED, SEE ELEVATIONS 3” SIM EQUAL TO \ ' y A 3" HARDWARE SOURCE SKU: BASE AS SCHEDULED,SEE ELEVATIONS /3" BASE AS SCHEDULED,SEE ELEVATIONS- --� / BASE TO MATCH CABINET,TYP f 2681XX;TYP " ° �� CONTINUE FINISHED - - - I FLOOR UNDER SINK 11" KITCHEN ISLAND - CABINET W/ MICROWAVE 12 KITCHEN ISLAND — CABINET W/ (4) DRAWERS 13. KITCHEN ISLAND - ADA WORKSPACE 14. KITCHEN — ADA SINK W/ RETRACTABLE DOORS SCALE: 1"= l' SCALE. 1"= 1' SCALE: 1"= 1' SCALE: 1"= 1' ST-1 PROVIDE POWER&DATA WD-2 AS REQUIRED FOR LCD TV z 0 1 4 Lu LINE OF MATLE ABOVE I- Z CD o ` 11' D" d CD ST-1 111'�••1.1.1.1N�111. 1.1111�'11 TR-1 1111�111111'���111111t11 WN BY: -_ ,,z , / , WD-2MANTEL - 1I111•I1111a��11111111111 o I �"'�+„ ,,'t DATE iSSLlE[x 12/11115 ALIGN BOTOM OF 11111 1111111111 1111 �' 1 00 MANTLE WITH TOP OF � i \XI �( . 4„"""" "" 4 6„ "b FIREPLACE SURROUND - L I o III - \\ 4 T� o /:// " - 6" 6" 1111 1 E i Z - ST-1 11111 k`I rI�'m FIREPLACE1111a ix / / Qi WD 2 MANTEL / 1114 HEARTH BELOW ---- „”' i*> > • /I 11111 111111 1111 'Ire u_ .,_., i. §LE-i MANTLE SLAB l 1.„-.0,,:-,„'Ft,0s..-.,,.',,, 1'-0” il/ 4g 3s .. @ .: -1' RO.VERIFY 1111/ ,1111' S5-1 — , — 1'-0” , -?, \Jrin MP-1 io t \ SCHEDULED FLOOR FINISH, g TYPICAL a WOOD FRAMING -- � - AS REQ'D A6I5 o HEAT&GLO-LUX42 SHEET: E 16. FIREPLACE - SECTION 17. FIREPLACE - PLAN 19. FIREPLACE ELEVATION LRS Architects,Inc.©2015 '' SCALE: 1/2"= 1'-0" SCALE. 1/2" = 1'-0" SCALE. 1/2"= 1'-0" 0 I L1.15 S (12)SALSBURY INDUSTRIES (12)SALSBURY INDUSTRIES ARHITET 4C STANDARD HORIZONTAL 4C STANDARD HORIZONTAL 723 NW Davis 503.2.1121 M MAILBOXES MAILBOXES GENERAL NOTES State 300 MODEL 3708D-14 FRONT MODEL 37060-10 FRONT 5 22127 n LOADING,TYPICAL LOADING,TYPICAL USPS HEIGHT REGULATIONS A SEE DRAWING Ai FOR MOUNTING HEIGHT INFORMATION P xtta.n# OR 97 WWw.Irsarchitetts. 1 / 2'-0" 9 / EQ "' f EQ / AFF HIGHEST B TYPE B BATHROOMS TO HAVE REMOVEABLE BASE CABINETS - - - - - - - - - - ... - - - - POSITION FOR - - - - - - - - - - ♦, - UNDER THE SINK FOR WHEELCHAIR PARALLEL APPROACH.SEE PATRON LOCK UNIT FLOOR PLANS FOR LOCATION. EXTEND FLOOR FINISH -_ �� 7 THE BASE CABINET.WRAP HOT WATER AND WASTE - - - - UNDER n ARC ® ❑ e ❑ a ❑ ❑ - 1 0 ❑ o ❑ e ❑ e.. ❑ e ❑ a ❑ e ❑ e a e ❑ e--❑ 1• X PIPES. `� = e s ❑ ® ❑ _ .._ e ❑ d o ❑ 24 e ❑ ® ❑ a ❑ [ e © 1e ❑ (- ❑ ' 0 s 0 +® C L UPPER CABINETS 1 2 DEEP UON 3540 _ _ _ - - -- - -_ __ -171 - - - - - - — TYPICA T oBLUG-1 0 f�m.I ® - ® - I I�*BLEU- I o T -I ® e �-e a a 17-913W1614-:e �BL�G-5'� a T- ®-0 - II.Jc ®-�_ e _I- ® L� - ®$[�-71 e II ®-U -e D etiLLJ1-8�s ❑- a u e-U HIGHEST POSITION FOR r � + P R e ❑ e ■ � a ❑ : ` I a_ .❑ 01 a ❑ 12 a... .❑ a `�J o ❑ e L ojv ST1PA RON D ELCPU E. ATLEA T Mt! gG,., /. 3BLDG-3 e ❑ � I o ❑ o e r� o ___ cc COMPARTMENT 0 TYPICALBASECABINETS20 DEEPUONeadAl°` e. ❑ 9 ❑ e ❑ I Ti 9 ❑ ° ❑ B__ ❑ Y°'� °0 ® e ❑ o� e C3 a ❑ 1:131 / a ❑ 1 o ❑ a ❑ ❑ 1 e ❑ 1 3 ❑ e ❑ ® n e ❑ a ❑ 1 a 0 a 0 e ❑ a ❑ a ❑ e ❑ a ❑ e ❑ a ❑ e 0 j a ❑ e D. Ifs" ❑ a ❑ ® ❑ o ❑ e ❑ a ❑ ¢ E WRAP ALL HOT WATER AND DRAIN PIPES AT EXPOSED AND PORTLAND,OREGON in POR 0,0 ON •0 ❑ I a ❑ e ❑ s n 24 1 - ❑ 1 s 0 6 ❑ 6 `:." a ❑ �® ❑ 1 _e ❑ o ❑ 12 o ❑ o 0 e ❑ a ❑ 24 e ❑ 1 a o a ❑ I Q ❑ 24 I e ❑ ® ❑ ❑ ® a 24 1 e ❑ e ❑ o ❑ ❑ 24 • - - - - - - re a LOWEST CUSTOMER .� REMOVABLE CABINETS. , s ace a MAILBOX INTERIOR �} _ o0 0_ r BOTTOM SHELF. F ALL DIMENSIONS ARE ROUGH FRAMING DIMENSIONS UNLESS B OF 0% _ _ _ _ _ _ _ _ _ _ w LOWEST PARCEL LO OTHERWISE NOTED. LOCKER SHELF N z SURFACE I.? a CONSULTANT: 1. COMMUNITY BUILDING MAIL ROOM 289 MAILBOXES TOTAL 3. COMMUNITY BUILDING MAIL ROOM 289 MAILBOXES TOTAL KEY NOTES SCALE: 1/2"= 1r-0" SCALE: 1/2"= 1'-0" O REMOVABLE CABINET 02 24"TOWEL BAR O 12"TOWEL BAR O. MEDICINE CABINET 05 UNDERMOUNT SINK(DAYTON DXUH3118 OR EQUAL) O 30"H x 30"W x 8"0 STORAGE CABINET (28)SALSBURY INDUSTRIES 4C STANDARD HORIZONTAL PARCEL LOCKER MODEL 3705S-1P FRONT A1'4" / USPS HEIGHT REGULATIONS L ADING,TYPICAL --- r` AFF HIGHEST - - - - - _ POSITION FOR _ INSTALLATION REQUIREMENTS __._. - -. _ -. _._ . _ __ � _ - - - _ -- - - - .- PATRON LOCK PER USPS STD-4C i ❑ Ju ❑—� ❑ a l- ❑11 Ei V- D a o I o - - - III 1111 I1 I1 Z � 'BLDG-n-0-1— — - -- - ,� HIGHEST POSITION FOR -p - - - a e � a - -7 a a D 1� ® - LT e u e : . a fie ` —>S a ' ee - � � � _ - - II 1 � 1. Ll I- � ") I ! $ I AT LEAST(1)PATRON cc ❑ e � ❑ p ® a ❑ a I�❑ —o e ❑ e �' p al 18 ❑ ® ❑ ® � ❑ 18 p ris._,® �19 e ❑ a ❑ o ❑ ® ❑ a ❑ e ❑ e ❑ a ❑ a ❑ e ❑ POSITIONED LESS THAN 48 ABOVE FINISHED FLOOR o_ o ❑ e % ❑ °� ❑_ v ° ®! r ❑ $ j am; ❑� 11ih J ❑ ° I 636 o a o 0 0 o a a o o (AFFOS e,l I 1. =7';1IL _1 0. 1 L I �� I I _E= I as oa ao 0o a COMPARTMENT ❑ a ❑ e ❑ a C] ® ❑ e ❑ a ��a ❑ e ❑ a a 0 e 2/co n �_ .V I j U 0 o I_ J_ L-__.-- [ -- F--.. ,_-_ j i ��- I - - _ . - - r - - L - - - - it, 2. NO PARCEL LOCKER COMPARTMENT(INTERIOR BOTTOM ¢ o e ❑ a ❑ e ❑ o CI r t� a ❑ ® ❑ a ❑ ® ❑ * D ® ❑ e ❑ ® ❑ e+ COUNTER - - ,r - - - - - O - - - - - 1 I I 1 1 t" LOWEST CUSTOMER ‘ SHELF)SHALL BE POSITIONED LESS THAN 15"AFF. � — — ❑ �� ❑ °��4❑ e1j ❑ a ...o a � a 24 ® � ❑ e 1f ❑ e}1� ❑ e 124 ❑ e10 ❑ e1 � © 141---0 e �— - - - - - II I II III — - - - - - - - -- w b MAILBOX INTERIOR PROJECT NUME1� 215079 a a 0 a ❑ e 0 e ❑ e ❑ e ❑ a ❑ e ❑ e 0 a ❑ , 0 1-11 ❑ ° oo - - CO 00 00 00 00 CO 00 'i BOTTOM SHELF. 3. NO CUSTOMER MAILBOX LOCK SHALL BE LOCATED MORE a o 0 0 0 0 o a o 0 LOWEST PARCEL THAN 67"AFF. i. LOCKER SHELF N 4. NO CUSTOMER MAILBOX COMPARTMENT(INTERIOR BOTTOM Tigard Apartments SURFACE z•, 0 i SHELF)SHALL BE POSITIONED LESS THAN 28"AFF. - 1/4- 5. THEuspsARRowL0cKINTIEcARR1ERAccESSDOOR SHALL BE LOCATED BETWEEN 36"AND 48"AFF. 135th and Scholls Ferry, Tigard, OR 6. COMMUNITY BUILDING MAIL ROOM 289 MAILBOXES TOTAL 8. COMMUNITY BUILDING MAIL ROOM 289 MAILBOXES TOTAL SCALE: 1/2"= 1'0" SCALE: 1/2" = 1'-0" --1 14 (1)SALSBURY INDUSTRIES 4C STANDARD HORIZONTAL MAILBOXES HOLLAND MODEL 3708S-01 FRONT PARTNER LOADING,TYPICAL USPS HEIGHT REGULATIONS GROUP AFF HIGHEST 1111 Main St#500 POSITION FOR Vancouver, WA 98660 PATRON LOCK Phone: 360.649.7888 . 19 ‘ -e 0 Qa 0 e ❑ .1 le d 1 616 ti i. .-'rte.--- Z 0 , le n I L a ❑ a ❑ HIGHEST POSITION FOR SHEET TITLE: � - .ems- 1 �Li)1�=C3® �- I Q m- - 4: �QUNTEI3 � - - - - - - - - - cc ❑ - a ❑ e ❑ 8 s ❑ e ❑ a ❑ a ❑ AT LEAST(1)PATRON INTERIOR p ❑ ;e'er :I a 171 - a ❑ [ "a MNGR I 0. ' COMPARTMENT zo nm ¢ a Ie a a ❑ - ® ate I p �- © .I I �� ELEVATIONS -_g a (a 0 l fe ❑ 24117,0 ❑ 1 e 0 . la ❑ lie ❑ 24 J :lL Iix) LOWEST CUSTOMER 2 AK a - Q MAILBOX INTERIOR 0 w o ❑ a ❑ e ❑ o ❑ v BOTTOM SHELF. '' - Lo w7 LOWEST PARCEL -i - - - - - —� - - ` - - - - - ` � � _� - LOCKER SHELF N O I SURFACE ih 0 13. COMMUNITY BUILDING MAIL ROOM 289 MAILBOXES TOTAL SCALE: 1/2"= V-0" 0, o4, 3'-1" 'I 4 7 W W *—• WATER z z HEATERr IQ _, _ _ SHORT _,Z - //-]- m 12"DEEP WIRE STYLE N - OWNER RECYCLE BIN BY SHELVING I a o j I N it j I o o DRAWN BY: --- o KEY TRACK BY w - - OWNER \ I 1 — -0m DATE ISSUED: 12111/15 PLAN I I- - - - - - I 3- 12" o I I N . OPEN tyP I I / SHELVING STAINLESS STEEL cr, 1 I Hf PHOTOCOPIER �' - SINK COUNTERTOP OVER 3/4" E I - REF. BY OWNER MICROWAVE PLYWOOD, TYPICAL \ . (NIC) I to J 4 - - - - ;'% PROVIDE(4)STEEL LEGS W/ la.' N I N MIN. 3"X 3"PLATES TOP& r- A - - - - ` ` , BOTTOM SECURED INTO b - N // - - - - I - - _f \ // FCASTENERS PENC. SLAB IR2LEG) 1/4"DIA. a o N / 1 I \ / 5 �� N KN ESPACE 4, 1 I KNEE ACE LLV7 / N. N lJT1 \ 1 \\ l/ l/ / N O I / \ J / ` r I I 1'-8" 3-6' 3E0=3'-8" / )f- j ELEVATION a. A616 A 3'-0'DEEP 3'-0'DEEP 3'-0'DEEP , C , 7{- 3 Ed=3'$" 2'-6' ;g E SHEET: 16. WORK ROOM 19. MAIL ROOM COUNTER LRS Architects,lnc.0O2045 cq SCALE: 1/2" = 1'-0" SCALE. 1/2"= 1'-0" m 0 E m /\ 31.. 1x WOOD SPACERL TS \ \ 1 • PUTTY 1Q B10 / ddir------- 1,18°10SILICONE - ARCH I T E T S SILL BELOW 720 NW [3a1/is 503221.1121 m PUTTY Suite 300 503 221.2077 D N Portland OR 9F200 www.irsatchitalscam 1x WOOD SPACER\1 I Ce) 111 / "DRYWALL z'DRY WALLpi-* �g� � 3rd ..)j A� ?-,..4 DANIEL C.Pl3RGlEL 1 0 STEEL THREADED ROD • 1--- lx WOOD SPACER {p POREAND,OREGON FIXED GLASS PUTTY -- i!F 0 0 SILICONE l' — �- (] SILICONE WRAP DRY WALL @ CORNER \ \ i i '''; 0 CONSULTANT: it° 3 iit*iii 1. JAMB DETAIL 2. SILL DETAIL 3. HEAD DETAIL v SCALE: 6"= 1' SCALE: 6"= 1' SCALE: 6"= 1' / / MIRROR io 0 N 11-IT 3'-3112" / \3" \3.' PROJECT NUMBER 215079 Tigard Apartments 135th and Scholls Ferry, Tigard, OR 1 'N. N. N. N. N. 0 14 /31 \\ >'; \\ / HOLLAND \o1JI \5617 // PARTNER / / GROUP GL-2 , GL-2 / / / 1111 Main St#500 k / Vancouver, WA 98660 / Phone: 360.649.7888 / / - I.1 1 MIRROR — 2 �� _ `A617 617 617 a o, a, \I 617 ° EET TITLE: i , .N,,,,,..„,.\- Ar,/ �, `, INTERIOR 0 ELEVATIONS , 15'-0" / 2'-9" / Jt 11. MANAGERS OFFICE 12. MANAGERS OFFICE 13. COMMUNITY BUILDING WORKOUT ROOM SCALE: 1/2"= 1'-O" SCALE: 1/2"= 1'-0" SCALE. 1/2"= 1,-0" Cl) Z 0 7 W J W r z Z 0 M aQ z 1"DIA.THREADED ROD m DRAWN SY: 1"DIA.THREADED ROD WELDABLE FEMALE DATE ISSUED: 12/11/15 ia THREADED CONNECTOR a rn 118"STEEL BENT PLATE in 118"STEEL BENT PLATE in c) 112"0 THRU BOLTS a 112"0 THRU BOLTS 0 o N 0 OL p u V a7 C / Nd E DECORATIVE CEILING BEAM m 114" V DECORATIVE CEILING BEAM WELDABLE FEMALE THREADED CONNECTOR 0 fs e_ a d 19. DECORATIVE THREADED ROD DETAIL- ELEV 20. DECORATIVE THREADED ROD DETAIL - PLAN A617 SHEET: a LRS Architects,inc.©2015 SCALE: 1"=1'0" SCALE: 1"=1'-0" 0-1 m 1 E m LionS ARCH ITETS 720 NW Davis- 50:3,. 1.1121 Suite 300 503221.2077 D Porliand OR 97209 Www.irmut aom `......, 3540 DANIEL C. PURGIEL .fi PORTLAND,OREGON , �L OF OVVV CONSULTANT: PROJECT NUMBER 215079 Tigard Apartments , 1 , t 3112"typ �� 135th and Scholls Ferry, '� Tigard, OR II II SOFFIT LINE — 14 / d a c r � HOLLAND PARTNER GROUP I 1111 Main St#500 Vancouver, WA 98660 { I Phone: 360 649.7888 I1 II f YI I I I I (\) I[ I 1111 e) SHEET TITLE: a) I _ 4'-0"TYP _ --- QUARTZ COUNTER WITH WATERFALL EDGE INTERIOR 00 a� a� fi, Q ELEVATIONS Co 'Co . •Ella . i r k . WOOD CAB DOORS-painted,Color TBD LOCKABLE (... •, 1 w F-7- \\, I / ---______________ _t___. • 1". 2'-0"typ 1 ,./ N��/ -r N --___4., N N N N N N- \ \ • L WOOD CANTILEVERED BENCH SEATS - 5 WOOD DIVIDERS " 77N\ (3)EQ,TYP SIM X ___ SOLID WOOD WRAP A812A�1� WOOD VENEER BENCH SEAT&BACK WITH TOE KICK 0, 4 0 11. GREAT ROOM ELEVATION - COMMUNITY BUILDING UJ SCALE 1/2"= 1'-0" 13. LEASING OFFICE EAST ELEVATION - COMMUNITY BUILDING z SCALE: 1/2" = V-0" (.9 Z 0 J 7 CO 2 n o DRAWN B'f: --- U DATE ISSUEll 12/11/15 d . , 0 v) 0 a a U d g a 0 0 M N N E a U O O C] N C m E t m aR 12 f6 m h en1,- o u� 0 n C ld oa El: E A 618 (, SHEET: E LRSArchffecis,Inc. c 2015 m u, m C O E d V N • SALSBURY INDUSTRIES 4C STANDARD HORIZONTAL MAILBOXES LIII TS MODEL 3707D-12, ELEVATIONS3705D-08,3705S-1P SEE , • FOR LAYOUT • GENERAL NOTES ARCH I T E C T S _ A ALL PLAN WALLS SHOW FRAMING ONLY UON. NO FINISHES ARE• T NW Davis 3221.1121 ' F FRAMING UON OR D DRAWN ALL DIMENSIONS ARE TO FACE O Suites 300 50. fT� C ��- - - ': '; COLUMN, OR GRID. EXTERIOR CENTER OF WINDOW OPENING • DIMENSIONS ARE TO FACE OF FOUNDATION/FACE OF FRAMING. OR � WWw•I l'h sm I II • DIMENSIONS INDICATED AS"CLEAR MINIMUM"ARE TO FACE OF �- • FINISH. , L • „ .,,. ... ' cr �� - — .,\ B ALL DOOR OPENINGS PERPENDICULAR TOA WALL ARE 5"TO A615 ,... i 1 w MAIL $ e FEC _ ..„ THE WALL UON. ' l _ ; , , o 615 X615I_ C 10 L • y SEE ROOF PLAN FOR DORMER WINDOW TYPES 3540 eel COUNTER i rte' s.' • D DANIEL C. PURGIEL `� ----X / I } '' SEE Ai FOR ACCESSIBLE FIXTURE MOUNTING REQUIREMENTS. C _ • G • E SEE SITE PLAN FOR EXTENT OF SIDEWALKS/PATIOS. w + r W tp� PORTLAND,OREGON k" 5'-0"CLEAR it ,.r' CS CI r KEY NOTES L OF eiV RECYCLING i - �4 ® g '` 0 FIRE EXTINGUISHER CABINET. SEE--IA-- CONTAINER I -' ti ,i r _... -___--__..._....__.... . ...... BELOW COUNTER i v I A615 A615 � f 2O COUNTER WITH SHELVES BELOW a 1 ``" f�' `.� �. ?'" € I O SHELVES CONSULTANT: — ...-.. ,,,- ,.--' '' 4 , MAILBOXES L y a . . .- / - _}' 5O DOUBLE SIDED GAS FIREPLACE-HEAT N GLO MODEL ST-36 I I r ..... ,M- . s- - OR EQUAL ,, .,..,. �r I I ,f O DISHWASHER _i 18 -J ‘. ,:.,. , . ... .... , .-- ... o..,.. 4, 7O RANGE WITH HOOD - / /._..._.... / . BO REFRIGERATOR O 20"X30"MINIMUM ATTIC ACCESS N � 10 LINE OF SIMULATED STONE VENEER BELOW • aµ fik - ,, •804 -- ��__�� 11 ROOF OVERHANG ABOVE TYPICAL 1. ENLARGED MAIL ROOM PLANdi kik .. .--.,. - . . „, 12 DRINKING FOUNTAIN COMBO HIGH LOW SCALE: 1/4"= 1'-0" 13 FROST PROOF HOSE BIB •n. N A 14 DOWNSPOUTS CONNECTED TO STORM SEWER TYPICAL cD, / .. `c. 48`-8" __.__ __...-_.__ 15 COUNTER 2-40 16 RECESSED WALK OFF MAT I / 1 O'-6" 30'-10" - T-4" ]0 • 17 ALLOWABLE OCCUPANCY SIGN PERMANENTLY MOUNTED «� PER THE CITY OF WILSON s �� ��•<sty'°°�a�::,.,....„....„,............1' 3 LT — ' , \1O/ HI-LOW DRINKING FOUNTAIN WITH BOTTLE FILLER _ 1 'i, .616 X616 PROVIDEA SIGN READING, "FIRE EXIT KEEP CLEAR. MAINTAIN 19 A CLEAR UNOBSTRUCTED PATH THROUGH THE ROOM. i H— — — — — — -1‘-'1) 1 Y' - - E r --:- TAPERED COLUMN SEE DETAIL 16/A811 *k. - g I c I I J _ I I 20 PROJECT NUMBER: 215079 ,� �\ Q SQUARE COLUMN SEE DETAIL 19/A812 I-7i \I MAIL FEC L 21 8 I _ 1 `�I 101 G L \ (2)WIRE SHELVES, MATCH HEIGHT AT ADJACENT WALLS. Tigard Apartments w - _ i 22 A805 I r �' I I PHOTO COPIER(NIC) Z 23 co I I '� 616 _ ¢ N FIREPLACE FP-2 c� - �� 6.4 -4 24 135th and Scholls Ferry, N 6 8 t " 1 1, r ` A616 i WALL MOUNTED PERMANENT SIGN TO READ,"NO COOKING •616 25 WITH GREASE VAPORS ALLOWED". Tigard, OR ..,..-....',.1 . ' ,ils- .. ''' - + i \ ♦ r I 1 - I , E .__ 1028 A$o6 WALL TYPES ♦ 10 f w ; ek , m - I 9 °° - A EXTERIOR WALLS A805 - • N :.._......._.....:.::..- f / - WORK ROC alticf` _ EXTERIOR WALL TYPESVARY. SEE EXTERIOR ELEVATI N IG ,,, 4::* 3 I I hI *� _ o ELEVATIONS �� - I r T I 16 1 � -CIAO' - o AND WALL SECTIONS FOR LOCATIONS. UON, I J A804 A806 Lu D-- N.c�' Lo 1- I I -- - II -- ref copier c',-.' _ N -TYPICAL WALL W/SIDING SYSTEM IS TYPE UON Irt o I LEL tE j-----) 7I �` N. - - - oI� _ -TYPICAL WALL WI SIMULATED STONE SYSTEM IS 7} - �-' \ 9 LEASING OFFICE I' i:� - TYPE 46 T UON 20`-1" 14'-0" 92'-0� f' Vs 1 11IWZ A. "6 (� . sI E- ,,-- �,\\ �;j EN I 1 8 4>N I 2i 1�I1 -4 112 i —I J r' B INTERIOR WALLS: HOLLAND \ 00 III Ewar II_ A8O� A4 PARTNER $`Q"CL L /'�/ __-___„, . I I c� -TYPICAL INTERIOR WALL IS TYPE E4� r- 7 r /- 7 = o I — �.. NS TOILET STALL PARTITIONS- . 4, I / Q.1 CL I I I asovF©© - 11- G R O U P PROVIDE TOE CLEARANCE AT \\ I / i i EaR ! _ j`i .,�' C WALLS WITH WOOD SHEATHING: _ _�I I _ 1 1111 Main St#500 LEAST 9"ABOVE THE FLOOR . p- -- i44) 0 11 r-� c- "� - — - - - - _.-. 1 �� _ II Vancouver, WA 98660 PER 2010 OSSC 1109.10.3.2 ` -`- L-- �\ / `4. MANAGER `aL►� - A804 \~ 1I , - FOR STRUCTURAL SHEAR. LOCATE WOOD Phone: 36 0.649.7888 I W1 SHEATHING ON SIDE OF WALL WITH SAWTOOTH LINE AS r _ 104 S © i — 3 B i 1 _ ABOVE I- I_-- I INDICATED. SEE STRUCTURAL DRAWINGS FOR SIZE 4 1 0 3'-6" 6'-0" 6'-0" 9'-6" 8'-6" 51-01, — �� c 612 1 ' AND NAILING SCHEDULE. SHEET TITLE: .7 — n� r , , n 2 I K '� ®c te\LAAx COMMUNITY * L 74-ote r i , r F A C� hTRY ; = BUILDING - 1 I I cv j WAY `� R,,A,,i63 HALL C1 0 "' GRAB 1 0 BAR I : 115-0" FLOOR PLAN L J . ilk :1,44- .....- N. G.) Ak„,, 4 .4 r ChI 1 s1tl 1 ,i 1IfL— �_ .= r'!LL. -- _ I —. A805 4 - 5-10 �' 7-4 4 11 0 0 w 107 L .. r .. -T II I le Y1 WOR 1 * FEC[ I I 1 T - I = ROOM: +Q'�� I y ❑ y-- ; LEGEND 114 lin 0 i r I • I -1 ' `� i NONRATED WALL:AT NON-BEARING INTERIOR WALLS WITH PLUMBING FIXTURE FLUSH CONTROLS: N 9' N. - B /,�--.\ , . - -- U, N. I— _ 44"MAX HIGH. OPERABLE WITHOUT �+ - Y1 01) / ` *AI -�� w GREAT I EN 44" NO OPENING PROTECTION REQUIRED AT DOORS,WINDOWS, TIGHT GRASPING PINCHING OR °O , ! �� ROOM I 19 i'••7-, DUCTS, PENETRATIONS,AND JOINTS UON.SEE WALL TYPES. TWISTING, SLB FORCE MAX OPERATION. kr C <,4` r © g "- A1+� /� 108 - _ A806 � SEE STRUCT. PER 2010 OSSC 1109.10.5.4 io - A615 . - r 1 1 I r--- t ROIiv AMA o o o ;. i ��_ f� I G MIIJ�i'a� A6 ® - . I_� as 17 a r = 71. ENLARGED TOILET ROOM PLAN T . :°� ':>. ��` „3 ,.I ;2 '1 , 9 _ `� o _, SCALE: 7/4"= 9'-0" I := 1 I I l i i - �. ,6 _ O8 �F _ Eo v LO 'f1 J� = I & O •_ 1�F� 9'-11,1 r- B vE .�►, ' : ;.--- eF- r4 40— — N O KITCHEN �' O �� 109 61� _ Asnvs A806 << 2-0", 2'-0" . a . ‘.0-. - r o_ II 1 -,-..... 51_6F 51_611 I t CV ..,-9jo N DRAWL I , A B �' �� � ®� - - - c� °° [?A ISSUE ---- I € - TE I,']C 12111/15 Ts n N. . - r- 11‘. lb. N. 4.•,-..\ 4 o • • C` •14 . 051-7 1/2" 51-6" Ala ", •;:o.:Ii 805 805 A807 Q - : - .. _.. I ..._ __... . ... . I s 9" -a•''' / i i°- \i 16'-10" 11'-2" \ AI19 11'-3" 5'-2112" f 6`-41, 010 1,-911 it, i 8 • • c q ■ '805 A807 {� q q - ,` ♦ r i p 1. N 46'-7 3/4" 16'-8 314" 17'-2 112" ' 56'-7" \ 38'-211 i. ,, ♦. 941-9" ice- c. !/ c • 0 2 N E A804 m U 3. COMMUNITY BUILDING SHEET:(9 LRS Architects,Inc©2015 N SCALE: 1/8'=V-0" ' 0 E IT. GENERAL NOTES L... ns A CEILING FIXTURES ARE SHOWN FOR REFERENCE ONLY FOR COORDINATION WITH CEILING FINISH SYSTEM. SEE ARCH I T E C T S MECHANICAL,ELECTRICAL AND SPRINKLER DRAWINGS FOR ALL CEILING FIXTURES&TYPES. 720 NW Davis 501221.1121 Stiite B SPOT ELEVATIONS ARE FROM FINISH FLOOR TO SURFACE 300 503 21.2077 U FINISH OF CEILING AND ARE ROUNDED TO THE NEAREST INCH Portland OR 97209 vvWw trsarthi un (TYP). "�7 3540 . DANIEL C. PURGIEL .cp., PORTLAND,OREGON ., ., OF a CONSULTANT: KEY NOTES ( ) BEAM PER STRUCTURAL O DECORATIVE BEAM O TRELLIS (4-) CONTINUOUS SOFFIT VENT DORMER FRAMING w K. ) COLUMNS SEE FLOOR PLAN A B CI 1 PROJECT NUMBER: 215079 l'-0' Cd O Tigard Apartments (E) — — — — — — . , 6 11 \\ �1 - - _ 935th and Scholls Ferry, 1411ii Tigard, OR 11 \ ,....,... ....NN, it 1, th., xilail X 1' 6„ NNIA88 i 05i \\\\\ I \\ ,, 1'-6" Mr. II I \ \111�� • LEGEND 14 -.:\A \ \\„, l O \ WORK I ` OM ,iii 102RO > . © I HOLLAND I11 , \\\ \ '81011 I �: € CEMENTITOUS SOFFIT PARTNER 10 A8051111 j GROUP L \ 1 22"x30" ATTIC ACCESS PANEL PREMANUFACTURED � COORDINATE LOCATION AND ORIENTATION WITH 1111 Main St#500 1;kty..\\ LEASING OFFICE AUL 1 I ,. Vancouver, WA 98660 $ los I 6,12 U �`� STRUCTURAL FRAMING Phone: 360.649.7888 14 •8304 I _ 1 �•� 9'-0" ii. SHEET TITLE: 0 ! \ ' ■■I■�■I•1- -__' COMMUNITY • in BUILDING ,! © 04NAG:R I: inim REFLECTED \\::„ \ 810 AUL: ■ I. o '810 �� \� 6:12 CAUL ••: _ CEILING PLAN CI _ - , ----„, \.,y \\,.\,y,\\,- r \ \ , -) :12 111 ! 1 1,1 10 HALLWAY c I 195 I�ITR 810 10�? P CILT-93) 111 I r A805 - O 6,-/,0 `-' I \ LIS41 WORKOL T I L° 9'-0" i - ROOM •114 AUL � �� 5.5:12 I I I I1 RIDGE RE• I O ROO i- N 108 iMiNG 2 •2Q iiiri ROOM I A805 11u N l. - WGMENSMENS 0 113 0-on) I N %. (9'-0") C9221 _I a_ ce co II z . I '-6" 2 El 1 \Nr �I KITCHEN 1 OH 9'-0f' 1090 111 o \ I 1/[/-41. Du BY: c. 1 6} i) 1 DATEATE ISSUED. 12/11/15 co TYPc. 10 . i, A811 ..—.10. 6.- .............i.-..........-..,..10..r�� n.m --Av TYP ? III 'XIIIIIII*III " a ii, 7 9'-0" IL. .710116, eL 1 6 E 410 11 1".1.1 ,:zi 10 N C E61 Q B I 1 m . i- .. 14 c11744> 12A805 0 A805 c3 7 r 0 Q E N A8O2 a E 1. COMMUNITY BUI DING REFLECTED CEILING PLAN � SHEET: ,a- LRS Architects,Inc.©2015 ry SCALE: 1/8"-4'-0" C 0 E v w GENERAL NOTES L..rws A 2010 OSSC 717.4-PROVIDE DRAFTSTOPS ABOVE EVERY ARCH I T E T S DWELLING UNIT • 7 NW Davis 503.221.1121 GM B AT OVER FRAMED AREAS, PROVIDE OPENING IN ROOF SHEATHING Suite 5�22/2077 Cr EQUAL TO,OR GREATER THAN,OPENINGS PROVIDED @ SOFFIT& GABLE VENTS. Portland t WWw.Irsartri .com C OVERHANGS ARE 1'0"UON r.rot'\ 3540 ,A,_....,,, DANIEL C. PURGIEL "44 100.0/d3,4-7it (p PORTLAND,OREGON }�. OF 0� ATTIC VENTILATION CALLS SEE GENERAL NOTES FOR VAPOR BARRIER. 50% HIGH AND 50% LOW VENTILATION USE 11300 CONSULTANT: COMPARTMENT 1 1,573 SF VENTILATION REQUIRED 1,5731300= 5.25 SQ FT 5.25 SQ FT=756 SQ IN 378 SQ IN HIGH 378 SQ IN LOW COMPARTMENT 2 2,430 SF VENTILATION REQUIRED 2,4301300= 8.1 SQ FT 8.1 SQ FT= 1166 SQ IN 583 SQ IN HIGH 583 SQ IN LOW COMPARTMENT 3 1,504 SF VENTILATION REQUIRED 1,5041300= 5 SQ FT 5 SQ FT=720 SQ IN ATTIC AREA SHOWN 360 SQ IN HIGH 360 SQ IN LOW % HATCHED FOR CLARITY I GD) DSS —DS r C3) ` 41 <7,,,› g \- ,s,, RIDGE � 8 '�♦.. I KEY NOTES isi, N p/� A805 •8:12 A805 20"X30" \\ �� ©© pp��`�,`, „ `k, C1) DOWNSPOUT&GUTTER °D MINIMUM `, CO ,1^"•/`1f��1Vi �T � ATTIC ACCESS 1;504 Q RIDGE VENT.SEE--/A3.-- 1'-6" L — — — �— JJ 4 E ` ` N 3 BUILDING LINE BELOW • O ^ e� PROJECT NUMBER215079 N� --. ....... - - - - I i • 1 _ ____._.__ 1 \` l \ NO ATTIC ' ` O COLUMN BELOW(TYPICAL) N DS 1 ,,810 `: ---_-j....2- I�- IL SPACE �5 TRELLIS: P.T. 2X8 JOISTS AT 14"OC. ENDS OF JOISTS Tigard Apartments O TYP 0 6.. ♦ \ , TO ALIGN W/ADJACENT ROOF OVERHANG, EA SIDE I,- 10 142tt4 L ` 1 I I I A805 __ 1 A805 `, U CHIMNEY I ' 135th and Scholls Ferry, N -- . __. ___.g..-__- (8:12. 8:12 I . " 7O RAIN CHAIN DOWNSPOUT SEE DETAIL 16/A8D5 4 '""= INSTALLED IN ATTICS AND CONCEALED gad O M j_ .._..__3,14:1:--------.__"....__..._rd_ . I \ \[NOAT1C SPACE ROOF SPACE , SUCH THAT ANY CONCEALED DOWNSPOUTS SEE DETAIL 201A812 ❑ _ L. ___ a HORIZONTAL AREA DOES NOT EXCEED I(4:12 5 312. E 3,000 SQUARE FEET. �` DOWNSPOUT TO LOWER ROOF 7 \ • 14',8" ' 3,_5. A805 14'-2 114° or ^P I_.. A805 \ - _ O '9 � DS ,moi ,.r— _._._ A811 1__ . NO ATTIC ` -- FTSipt, ` 5 IN, A' ❑ , *� \1 3/4:12 ...... ~ SPACE '1.9TRELLI k. itZ4.104°;0 474411.141&.. 14 - w -_ _ _ I 7., 'R - LEGEND I I I E E ; ..... L _._.__ _�. .A810 N_T\ rte....'—� 1'-6" ` - }`' (, I - ♦ ` \�,{ 2 ',.4%, F 1I. 4e4t ;71: I '-g7 1 le 00 LISIIIL 5 % _ i I �"' I i IrP.....A81 � ASPHALT SHINGLE ROOFING SYSTEM =NEI ARCHITECTURAL GRADE FIBERGLASS HOLLAND I 0 — --fj € . � I --- - - ��51 0 �, ii,:" 44 r N•irr7syr PARTNER i i I I PoIlk N � ► 7 . e '14 .' ♦ \,, �,�` STANDING SEAM METAL ROOFING SYSTEM GROUP _ ► • '1111 Main St#500 4 � i I i ! i I RIDGE I I 4 ti I‘ - �" �4 \ I - Vancouver, WA 98660 805 N ; I I ! I a, A805 ‘„ \\,111111N, I VIN—� � �4 .. ` ` • 005 DOWNSPOUT Prone: 360.649.7888 CA811 �- - — �� 41 ; 74- `` P. : :::: oNTINU0 Ul CUS EAVE VENT BEHIND. SEE-IA3.-- ❑ n• �♦ \,,:k SHEET TITLE: RIDGE 4'-0" • 4441646V)<\#*11 ` I T (2_0)__.[... � I -- I '� �. 4',.KN46, . , •%, ,/.7,' �, �� •0 ., ... , _ k A T � COMMUNITY _0 A81I * .# ` ` s, 2 A 444iii;\\ ATTIC COMPARTMENT 1 AREA BUILDING 2 • , , i \ . 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ATTIC PLAN SHEET: E LRS Architects,Inc.©2015 ti ry SCALE: 1/8"= V-0" SCALE: 1/8"= 1'-0" a• 0 E a LU o //M © 0 a viii \ A806 A805 0 1 Lrs` A GENERAL NOTES ARCHITECTS..,8 } TRIM ' if 19 4 I A ` 20 10 8 A PAINT ALL NON-NOTED MISCELLANEOUS ITEMS TO MATCH NWDavis 501122'1' s 21 .'` ARDS 805 A806 A A805 A805 ADJACENT REFERENCED FINISH COLOR UON. Suite 300 503 221.2077 D 12 A806 0 B SEE WALL SECTIONS FOR PARTIAL ELEVATIONS NOT SHOWN. Portland OR 97209W �. Ww•Icorn 81 r C SEE DOOR AND WINDOW SCHEDULES AND ELEVATIONS FOR in -- • • ADDITIONAL INFORMATION. TOP PLATE - r T wwrT'f1 I� - „"""- " - `.-" �- g . - - A _ - • BEAMS D VINYL WINDOWS TO ALIGN VERTICALLYTYPICAL UON. ' D12 -- -- �■ COLUMN ■ ■i■ _- -_ _ _.r... 3540 32 ...: ■■ 1moi/, TOP ...6iN • M EM ■■■■ 11111..„....„... PICAL DANIELC. 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EAST ELEVA TION ROOFING SYSTEM-CERTAINTEED OR EQUAL SCALE: 1/8"=1'-0" II SII A CO B 17 12 A805 A805 I n I 17 '807 r I 14 1g t. 805 A807 — - -- ..._.. _ _ S ,____ __a__ .,,,_: , ,_ , ___ _________ .,,___.. __-as-r:,-----“-- - -,::::-.., - -,,,,,,x,mpani-xso,... -4-4,,,r---n- ...--...,...-.,,,..... ..«--*-..,...... - ___________ .r _._ • ., w -... -........... ..... _ __ k TOP PLATE 1 1 I, i i , ---------__ — i i - ! • I TOP PLATE , 1 -` I ■■ Ell j I I I PROJECT NUMBER 215079 _ i II NR - . i_ _____ . , 1 . Tigard Apartments mi CIO I .n MI I= _ fa 135th and Scholls Ferry, -f / #- Tigard, OR 2. SOUTH ELEVATION SCALE: 1/8"=1'-0" 0 CI02 14 05 n 1 1 I 8 1 10 16 © 4 1 I HOLLAND A805 A805 A806 A805 A805 i • PARTNER 12 GROUP • , ' ` ` 8 I 1111 Main St#500 1 ; Vancouver, WA 98660 __ . - __._ _..-._ v ___-- _.____. Phone: 360.649.7888 .._ ,. ..... .. PLATE 8 I—.... . -- 314 w, _..... 8 12 4 MEET TITLE: • -_ _ . ■ 1 TOP PLATE _ r - ; -4. = _. :.� LL COMMUNITY I � TOP PLATE . . - :% v , jNI : —,.....--.-----. ..---.....- .-.______ — .x TOP PLATE � ! E j I ■■ I 11111 .1.■ I � ELEVATIONS _ - UU ■■ EN - NU UU .. 1 I . ,; ■■ I 1 N . , 1 1 ,-,� , ii i . 1 1 , i iE , 1 ! j 1 146. 146. r COLUMN PC- BASE TYPICAL Ci y CD - x 3. WEST ELEVATION SCALE: 1/8"=1'-0" ' 0 12 B 17 A z A805 A805 0 a w ut 0 f t z 0 -.:: 14 r,„f_.._._,----...-„..K-YN-_.:..waxecee , . , —-- .._,,Y....__._ .. ....._ z_. .,,,, A805 __ _ �:s�....... -.. ::::::;: u. _. ..._. _ ., DRAWN 3Y: MJW o - ._.. —_._. _ _ 0 -3 µ m.. ........ �:v....: ,��:�::• - —. DATE ISSUED; 12/11/15 aY...-.. __... - ----:- _......_...-._ —...,.._. _..........,•-------------------- — _ _......�._,W 8 rum= '��.�--..__.,.__ _J_._ „, . . A__-. _.., •_-. _�." aow`.YY'°nn � 1 i ......- -- -- s p --:.--,-max, ,..,�n,W.--- c _ N. ' , .-_,-::: -_ �� TOP PLATE fill .1 1 • 1 _ __ STOP PLATE - 1 1 ti 1 zz, - _ - m -' O. i I . • _ zi;) rn o I I -..w. -_. _- - I I COLUMN a A■ - m li BASE Ems, TYPICAL 43 m i or A 804 SHEET: 4. NORTH EL EVA TION LRS Architects,Inc.©2015 SCALE. 1/8"-1'-0” C O E m 7, G-43 B .i co B A LnS ARCH ITECTS I F I • I TMNW Davis 503221:1121 II•— 1 Suite 300 50322'1.2077 [3 ATTIC Portiasict OR 972109 WvAvirsawelitteds.corn loot 111yyyt /lyyt 11/ 1111111ttyps �� 1 / 1 • 1 _• 11 11 1► 1►1 •► LC J f I - I I a I I t/trtrrttttlt rttettltttlr rrtrtttrrttnntrlttttntt:+ ii.WHAM" ttllrtr AY ttmltrrrr*Atilltntttt 3540 +.. 5N1►►11►►N•1►1•IU11►•►► -� �� . ►N1.11►1/1► i•11►uu►•`�uuuN1u1f1i111•►►u•1►►►1DANIEL C. PURL ELop ATTIC _ 714111.111117 ATTIC �►+ -�es 0. . 12... S �'""3 i9A1il.tdrrtrdAWAVAlt.61.►atrat AI �_�:Ia/A.+./,1ItartItrtotrta Mkill.taWAPP//M ....7. .IIIIr11111111r11fltr IIIHI/11//tltNltltftt1/1/tfIr1111r111111r1 ttl 1/111111tt1t --=-.- a „ttatatiratar►t�tatilitttitrptl�tAlAtontt.111A�,t�tAltt�rtAlAtii,� (rl PORR-ND,OREGOW 1.1.1.1•N1.11•N•111'TIMA .N•►NI.IIMMA•►1►uuu11u1•►IIII�i Y ►••WAY6 2 ' 1 I =i' ,• • Q O C F � o WORKOUT ROOM WOMENS MENS SITTING ROOM GREAT ROOM b ENTRY HALLWAY WORKOUT ROOM ca _ � I • CONSULTANT: 2. BUILDING SECTION 4. BUILDING SECTION SCALE: 1/8"=1=0" SCALE: 1/8"=1'-0" B CI B IO BCO I I I k I I 12 I I I I 12 12 8r— 12 0, 81 3 . ATTIC —13 �` 12 12 `1,0ft0►i_I_I_I'1_rtMAt,�t,,1.t�tA01.01t�t�t�tt+t_1 8 $ 12 .0W'. 12.� ATTIC ATTIC 12. �.d 12 ���������'•="� `, TRELLIS 4E— -78:11—-W _ : + I talAl�lAtatAtAtatAtAt AtAtA/AtAtarAlat+AVAtAlAtalAtttA0.010.01lAtArAtAtA/Atat V rcr PROJECT NUMBER 215079 a - LEASING OFFICE o o MAIL ROOM o 0 ' 0 0 WORK ROOM _- - o . °° - m °° Tigard Apartments _i;i rs ii.:... 135th and Scholls Ferry, Tigard, OR A r 1 r -I 7. BUILDING SECTION 8. BUILDING SECTION 10. BUILDING SECTION SCALE: 1/8"=V-0"'-0" SCALE: 1/8"=V-0" SCALE: 1/8"=V-0" '-0" 0 CO 11131 0 CO 14 1 '........._ � I I I H () LLAND -1 II 1 ^ PARTNER GROUP ���r�� -___ 12 1��,,,`0. %4afgeoa —18 1111 Main St 986 Vancouver, WA 98660 o I ����!`!``i i`';, .4'l�,/,,/,���kt Lcinj Et 12 0001" ar .41114 I I �8 I Phone: 360.649.7888 SHEET TITLE: . 12 IINII/Ilrttr111r111tNtItr111ttlttltl/rlrlltlH/1 • ►. = _ -!1111.1/�.1.11.1/.11�111/.1111/1�►1./.�11.1.l11.1./.i11.1. 111.•11►- � `!�.'��4�!�; 12 -3 ATTIC ���!!`tt,',t� 1�����►,� —I 4 � = 12 PP."' Y :: tttrtrtltltttll�:� I t"t• BUILDING , .,�,.w.#ralAta/alAratalrala/,lAtlalaran lata....,,,,,,,,, rl w, 1 �,i;:��''+ •.;+tri A AaAAAA♦ TKITCHE GR. T I Q SECTIONS --- i : YO.•• ROOM iiiA ENTRY o MANAGER WORK ROOM MAIL ROOM o o WORKOUT ROOM o 0 __ a, b) - ado m o, — • 12. BUILDING SECTION 14. BUILDING SECTION SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" 0 0 _,Z 0 i, 0 111 0 Z O I I aaZWN py 2 12 0 g l DATE ISSUED: 12/11/15 I I ATTIC a 12 —14 ATTIC N. 0 o KoltUltAWAVA011.1.2 rcr 0 .•iAtatAiPAVAWAVAltdttatatWAlatJAtAtattoldrAr,+.tltltltlttlttltlWAYAtAt.tt►1/rAGlAtatAtAlAttatatattartatatlttt. m _ �: A r E z o a o ,?': SITTING ROOM �. m m ( o En KITCHEN -a:', a ( HALF AY ! 0 _ -... a H 0 N.„ A "1... 1.... Is,c oE O d a E 17. BUILDING SECTION SHEET: A805 E. SCALE: 1/8"=1'-0" IRS Architects,Inc.©2015 N m C O E N i LTS ARCHITECTS NW Clovis 5003221.1121 Suite 300 503 2212077 D Portland OR 97209 wwwirsa th rn . 3540 ,A DANIEL C.PURGIEL <p PORTLAND,OREGON ... ... COMP SHINGLE O O ROOFING SYSTEM HN © CONSULTANT; I '811 i►'" — 4p -J '� 1 ;�1 4 M \ •9911 I 1 ,./ L.... ...../ _...i ;kg \ . 0 1 RI 0''i Ik 1 N. 4'-0" / 4'-0" / l'-0" / 12 Ik 12 S A81 \ 8 810 Il li / PROJECT NUMBER 215079 1 STANDING SEAM 3 / 3'-0" METAL ROOFING 6 TYP � �� --- � SYSTEM A810 12 A81 Tigard Apartments I 2X8 FASCIA I I 3 R4 �� pp- — n -� 935th and Scholls Ferry, VENTED BIRD —I I Tigard, OR� IIIIIN BLOCKING T1 - s I I1, I R4 1 0 _ j 1 lr = - - I N Sw- I1 _ L J BEAM PER I SOFFIT BD M V 1 STRUCTURAL R1 : \ xl -- 4"CEMENTITOUS ► ` 14 TRIM = CEMENTITOUS SOFFIT ,-'' ROOF TQ WALL zz EXTERIOR SIDING SYSTEM intVENT \. – TRIM MENTITOUS 'EXTERIOR 'EXTERIOR \ GYPBD �C. STANDING SEAM GYPBD 1 METAL ROOFING 12 12 Z � � � SYSTEM 8 8 VINYL HOLLAND STANDING SEAM �- •g11 ` WINDOW SYSTEM TYPICAL PARTNER METAL ROOFING = I �� 2X8 FASCIA SYSTEM AI TYP I �= SIM 12 /I/. GROUP •--7.) 810 I : : 31111 PRE FINISHED 12 �� ip Vancouver, WA 98660 METAL GUTTER 4 I I �� �_ t Phone: 360.649.7888 ( �� �— P.T. WOOD TRELLIS ---- r---1-:;..4'-- 011 11011r- 4 �� A811 SHEET TITLE: ,� — rl / rl B.LEDGEW JOISTS piI L COMMUNITY , 1 \ SOFFIT BD — Rs R5 �c P.T. 2 X LEDGER R5 #Ifi R5 5 J BUILDING BEAM PER 5 r ] STRUCTURAL 810 4 1 . ..) 810 SOFFIT BD r A81L SOFFiT BD I � � I { , CONTINUOUS SOFFIT A81 WALL f I SOFFIT BD I I CONTINUOUS SOFFIT CONTINUOUS SOFFIT S SO VENT STRIP J t VENT STRIP VENT STR P L i J , SECTIONS k ! LEASING PRE-FINISHED ! - OFFICE ALUMINUM GUTTER ' I -COLOR TO MATCH COVERED COVERED COVERED COVERED STANDING SEAM ROOF GREAT ROOM I WALK WALK WALK WALK 16 TYPICAL , r 20 TYPICAL COLUMN 9 +; :812COLUMN @ - g J I A811 ENTRIES A819/ IL o o l 2? a) d, a> ` al I VINYL 7 r WINDOW SYSTEM 1 1 c/5 i i� r l N 'i= i 14 Ih }J A811 } J •L , 1z II m VINYL I riii WINDOW SYSTEM ' I AI 211111111 m 1 0 rMR 14 1 _1 DATE ISSUED: 12/11/15 .J a A81 a L 04 J 1 M:k<7 .7 . , ..., .../1.‘ . 4 FF FF I 1 FF I I FF FF AKW i A . . — z. , \4 ,,,. . /11 ::\,,y-\:...'',:.'.>>.:.:\.::::\'././.\ \,./: o.y.,//\/" .-\,'it : i / '� ti f la \„\\A:,\::\/;:.\\......,././\\\/. Ret. . ,6 i 0 ) 0 ' ,/ ) . ,,..)\ . . /f Ce ♦ / COLUMN . . - j.... `O n `\ o iii � ,./ PER ER ; / ;• : `i �' `; f' .{ �` / `/. 1. � / , �.. COLUMN / �� COLUMN �' � ''` } I - `�. . �, STRUCTURAL ♦ � ,•�` �, E � kF � •, � .♦�♦ , � �- `� fit` FOOTING PER ;'` ` ` FOOTING PER STRUCTURAL SEE DETAIL 16 THIS STRUCTURAL SEE DETAIL 16 THIS SHEET FOR MORE SHEET FOR MORE Q INFORMATION INFORMATION . . -- a E A806 g SHEET: E. 16. WALL SECTION @BACK COVERED WALK 97. WALL SECTION @ GREAT ROOM 98. WALL SECTION & FRONT COVERED WALK 99. WALL SECTION & FRDNT COVERED WALK 20. WALL SECTION l_FtSarchit ,n Architects, SCALE: 314"= 1'-0" SCALE: 3/4"= 1'-0" SCALE: 3/4"= 1'-0" SCALE: 3/4"= 1'-0" SCALE: 3/4"= 11-0" 0 E co a co LTS ARCHITECTS 72[f NW Davis 503221.1121 Suite 300 503 221.2077 0 Portland OR 97209 WWw.Irsar it n 3540 ', s,..., DANIEL C. PURGIEL • C PORTLAND,OREGON .. ... 40F 00 CONSULTANT: RI I 12 8 40 1'-0" iii_ 1 . . . 7 RAISED HEEL TRUSS I I I 4 '811 PROJECT NUMBER: 215079 SIM -410 1.P,46fr ``� — — ,I- ?, Tigard Apartments -4%%410PAD A R1 b4Or4, 135th and Seholls Ferry, 4 \ Tigard, OR TOP OF PLATE S Wrik ilk 12 4 .4140 I H ROOF TO WALL14II iii %I IL VENT ---4, or :00 / I is) ft, i--- fl 011°- } ifSIM 9.N 11OLLAND i � " 1 o PARTNER I : 1 1 1 1 ANIL Av GROUP STANDING SEAM MEATAL + r_i / ROOF PER ROOF PLAN �� '� 1111 Main St#500 �� — 12 R1 Vancouver, WA 98660 � Phone: 360.649.7888 1� 3 2X8 FASCIA TYPICAL 4.7 ktA_ r -.01;41-0 \ 1 _____,,, ��� PRE-FINISHED METAL GUTTER I LLi.. J8b0 ISHEET TITLE: , �_ �_ __I 111 I - / BOARD 4 WALL ala LL .1 i 9. ;r, STRUCTURAL PER STRUCTURAL CONTINUOUS SOFFIT VENT STRIP SECTIONS GREAT ROOM COLUMN PER STRUCTURAL I , KITCHEN COVERED o WALK o a a, m 0ui z v w ri- zi J so. I Z E I ... g L . AN • o ,810 DRAW�1 Bel: --- 1 411) o DATE ISSUES 12/11/15 Ail 4Ik N 114 6 8 N ,810 4It \ 8 a @ GRADE >{ / '810 @ SLAB r 810 Fc ♦ FF — — I ' — FF ciy k ... g . i , ‘,11,;,,;,,,,,, ,, ,,,,,,, , :,:x71,,,q.z .,, . . A a ,; ., 10 } a I 0 ,�; \. �, ` �, \ ' g COLUMN FOOTING E PER STRUCTURAL a cLE ,,, A807 SHEET: 17. WALL SECTION @ FRONT COVERED WALK 19. WALL SECTION LRS arcr,tecrs,Inc o2ar5 N SCALE. X"= 1'-0" SCALE: 3/4"=1'-0" 0 E - i Y1 LTS INTERIOR EXTERIOR SIDING-SEE ELEVATIONS HEADER I I AWB COMPOSITION SHINGLE I FIBER CEMENT SIDING FMF-LAP OVER FLASHING,TYP \ ROOFING ON ROOFING N. UNDERLAYMENT (JAMB SIMILAR) I ELEVATIONS FOR TYPE WINDOW HEAD , ARCHITECTS FLEXIBLE MEMBRANE SHIM AS REQUIRED T121 M FLASHING,TYP 71 NW - : FLASHING SET IN PITCH : ' R I _ . �* Su2077 ❑ �N. � �` TRANSITION 12"BOTH SIDES 1X4 TRIM AT HEAD AWB N. (1x3 TRIM AT JAMB) �. I _ • 4 ROOF TRUSS PER Portland OR 97'209 N. // N. PREFlN METAL TRANSITION :.� t / I STRUCTURAL 1N1NHi ����� "411414, 4" FLASHING 4"BOTH SIDES SCHEDULEQ FL00 I _A FINISH I P.T.SILL I 4 I I I STANDING SEAM METAL 7 (TYP.) EXTERIOR GYPSUM BOARD ��!..111141114411110 ROOFING ON ROOFING X N I I T I I `' ARC UNDERLAYMENT '•: � O � � I#i####I##I##IIIi#########ill######I###! ..... / I I I ���'`�-E�y '� �N Oa 1 4 - STRUCTURAL CONC. SLAB L , / I I I 514x4 CEMENTITOUS TRIM 354Q �, 4 til I1 _� , N,____----- ` ,� �' 4 N APPLY PARGE COAT AT / DANIEL C. PURGIEL '� - EXPOSED CONC. I ���~ _ �k (TYP.) If I 100 SEALANT .4.4(i TYP INTERIOR - - - - I 4 ' PO#�MANO,OREGON , . �� DOOR PFM FLASHING W/DRIP&END +� ' ---.. z VAPOR RETARDER '77. � i DAMS. SLOPE AWAY FROM 17b 1'-0" 4 ZO +ll BUILDING OF OO 4 ADJACENT GRADE SEALANT 4 SLOPE CONT SEALANT _4._ 1X3 WOOD TRIM, PAINT GYP BOARD JAMB FMF-WRAP OPENING GRADE,(P-) 4 1 CONSULTANT: 1 -_11 - 11-111-111-111- CEMENTITOUS SOFFIT , i Q —1 1111111111111 111- REFER TO SHT A403 FOR WINDOW WRAP AND FLASHING 1" TRANSITION DETAIL 2. INTERIOR DOOR HEAD (JAMB SIMILAR) 3. SIDING SYSTEM TERMINATION AT GRADE 4. VINYL WINDOW HEAD AT SIDING SEQUENCE 5. SOFFIT TRIM AT SKYLIGHTS SCALE: 3"=1'-0" SCALE: 3"=V-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" MATERIALS SHOWN SCALE: 3"=1'-0" EXPLODED FOR CLARITY EXTERIOR INTERIOR SIDING PER ELEVATION EXTERIOR SEE ROOF PLAN PREFINISHED STANDING SEE PLANS FOR WALL SEAM METAL ROOFING ON AWB 101TYPES ` SEALANT • ROOFING UNDERLAYMENTFMF LAP OVER METAL VAPOR BARRIER 514x4 CEMENTITOUS TRIM 2X BLOCKING FLASHING ' , AWB CEILING FINISH PREFINISHED 24 GAMETAL HEADER-5EE AWB 114 \ 3/8"MI BACKER ROD 1 SEALANT 3/8" FLASHING STRUCTURAL ; ::<:' JOINT FMF-LAP OVER WINDOW — 24 GA PREFINISHED METAL FLANGE f 11 1 ��_ GUTTER AND DOWNSPOUT r .. . ``"'may ~� � � • _ �� VINYL WINDOW SET IN �,� .1L. c..,:.::_1: 41„ 11..:.,2. f f- MDF i\ .1,,,, 71 _ INSULATION TO f -1-1 I SEALANT @ JAMBIHEAD Zi 1 ST.STL. FLASHING WI 4"LEG, n FLANGES ', .y„ :�- �;, JFILL GAPI r II • 2X FRAMING I 'tI1 € FLASK WI FMF. SET IN CONT.;_,r 1x4 FLAT WOOD it BED OF SEALANT SEALANTlit1" l TRIM ` ) 1111 IL = I INT.WALL BASE I I SEALANT P.T.2X8 FASCIA N_ ' m iiiik I ' A I 5 112" �, I *. •rN�q..n�q.yan�r�.�re.+�ry�}rrrr�p — ... `� Ia1rIr1111Maua/1+ai1aaa111i/IIu1i11i1. I 1 III ` VENTED BIRD BLOCKING 114" �ry J ,_. 11 PROJECT NUMBER 215079 _.••11111111111111111iNft- .. HEM N Y ��SLOPE 2!0 _ _ t, % t, _ i> „ CONT.SEALANT OVER `11 — ©`' © L ' '\ L o L . m ' rx L ' o ' d ' ' PREMOLDED EXPANSION JOINT Tigard Apartments DOOR- _ = VAPOR 514x4 CEMENTITOUS TRI SEE DOOR o - o '- o ' '7_' o P _ ' o �- p P ; CONCRETE PATIO/SIDEWALK RETARDER 1" \ SCHEDULE ‘ �� 0 0 o SCHEDULED INTERIOR SILL SEE 4/A810 FOR TYPICAL I • ` " • " o o ` - ' " ` WINDOW DETAILS REFER TO SHT A403 FOR SHIM o _ Q • o o _ o • o o TRIM BELOW(WHERE 135th and Scholls Ferry, WINDOW WRAP AND FLASHING _ _ o_ z INTERIOR OCCURS AT SIM) SEQUENCE CONTINUOUS SEALANT s N . o CONCRETE FLOOR SLAB Tigard, OR 318"MINIMUM RE ER TO SHT A403 FORREFER TO SHT A403 FOR WI DOW WRAP AND FLASHING a WINDOW WRAP AND FLASHING 6. DORMER EAVE 7" HEAD: EXTERIOR DOOR SEQUENCE S. SIDING DETAIL AT CONCRETE 9" VINYL WINDOW JAMB AT SIDING SEQUENCE 10. DECORATIVE BEAM SCALE: 1 1/2"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" MATERIALS SHOWN SCALE: 3"=1'-0" EXPLODED FOR CLARITY EXTERIOR INTERIOR INTERIOR EXTERIOR 1I _ t,1.. SEE DTL 5 FOR PREFINISHED METAL RAINSCREEN ASSEMBLY I rt SEE 14/A810 FOR TYPICAL I FLASHING AND TYP OTHER NOTES WINDOW DETAILSI SEE PLANS FOR PREFINISHED STANDING WALL - VINYL WINDOW •-+r SEAM METAL ROOFING ON ..- TYPES ROOFING UNDERLAYMENT SILL ANGLE HOLLAND !,:,poii1 , RAFTER PER STRUCTURAL \ 1%i CONT SEALANT PARTNER �'' , �1 BED FMF UP SILL ANGLE r SOFFIT BOARD CONTINUOUS SEALANT INSULATION TO 1! GROUP ::::.:: I NO SEALANT IN WEEP MOLES ;.-- ._ - FILL GAP 1111 Main St#500 BACKER ROD I SEALANT 112" Vancouver, WA 98660 -_ 314" � 3!8" Phone: 360.649.7888 �_ 1x4 FLAT WOOD WOOD SILL � I TRIM ��1� - z ...........-.:__.c..... - \ - - - , �_ r �1 SHEET TITLE: ..::.:::::•ii T' — .4.4.."----- _ 514x CEMENTITOUS TRIM .,... . . , �.,....�.,.�....,,.�.�.. Wr " 2"MIN ri r 11 � IIS i MOISTOP PF SILL FLASHING ii '"IIIIIIIIIIIIWAIIIIII'' • COMMUNITY SHIM INTERIOR NDRIORSILL � i1 514x4CEMENTITOUS TRIM BUILDING t DOUBLE JOIST APRON TRIM FRAMING PER �I CONT.SEALANT DETAILS STRUCTURAL CONTINUOUS SEALANT DOOR PER VAPOR7747' Or 318"MINIMUM RETARDER SCHEDULE SOFFIT VENTING(2) c rSIDING -PER ELEVATION 3"DIAMETER HOLES l AT EA RAFTER %b., ` I I AWB SPACE I � \I I REFER TO SHT A403 FOR WINDOW WRAP AND FLASHING it'j, I SEQUENCE REFER TO SHT A403 FOR �� I REFER TO SHT A403 FOR WINDOW WRAP AND FLASHING WINDOW WRAP AND FLASHING SEQUENCE SEQUENCE 11. DORMER SILL 12. JAMB: EXTERIOR DOOR 14. VINYL WINDOW SILL AT SIDING SCALE: 1 112"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1-0" MATERIALS SHOWN EXPLODED FOR CLARITY TRIM BEYOND to J a N w 0 c.9 o THRESHOLD SET 03 IN FULL BED OF z MASTIC o DRAWN R1': N THRESHOLD EXTENSION DATE ISSIUEEk 12/11/15 a m fl F i. N N + r -A i V V r---, Q A A • d A V 6 7 L ' V d o CONCRETE SIDEWALK- • • v. ° - - v. fl . : v _ / SLOPE TO DRAIN AWAY 7 • • • A ° FROM BUILDING(TYP) 8 0 !6> • EXPANSION JOINT v. p Toi �1 ���� 'e- MATERIAL Av.,, ° 5 • IDS `111. �i 1 —j a -III II .„..E S A810 17. STEEL DOOR THRESHOLD AT SIDING , LRS Architects,Inc.©2015 N SCALE: 3"=1'-0" 0 E m CLASS B ASPHALT SHINGLE L rS 'P�, SIDING SYSTEM SEE SEE ROOF PLAN ROOF OVER 2 LAYERS BLDG ELEVATIONS y f PAPER SEE ROOF ASSEMBLIES : SEE FLOOR PLAN FOR L TS WALL TYPE EN ARCHITECTS r r o I 2'-O"NTS 720 NW Davis 503,22T.1121 PLATE WELDED TO Shiite 300 503 221. 17 p .STUDS @ .' TUBE STEEL,SIZE? 3UPPORT� ) Portland OR vivAt iIt cts.ea TT N 1 1 2" 0 4"PLYWOOD 2'' /1/4> i - - - — o $ D=fir 'LATE •-1 — ,,,,,,,.....„: .0 3540 DANIIZC. PI}RGI£L HSS 3x34 ���J�a.�.�� 1 r T SHAPE TUBE STEEL Y pppnpNp OREGON i 3x3x4 i AT SIMILAR CONDITION '...:, OF 13‘ (P L d ,_ I I >< (3)t 0 THRU-BOLTS , CONSULTANT: 5. SEAT MOUNTING DETAIL SCALE: 1 1/2"=1'-0" I CEMENTITOUS PANELS SEALANT PLYWOOD SHEATHING WRB FMF _IL - I\-- SEALANT DOWNSPOUT CEMENTITOUS MOUNTING II- BLOCK -0. PROJECT NUMBER 215079 I WRB Tigard Apartments 1 SEALANT j CEMENTITOUS PANELS 135th and Scholls Ferry, Tigard, OR 10. MOUNTING BLOCK DETAIL SCALE: 3"=1'-0" 1-0" oe 40. z—L / PT PLYWOOD SHEATHING HOLLAND T /7/ /�/ lie PARTNER N. Kk.,, WRB GROUP EXTERIOR SIDING SYSTEM SEE 3 1111 Main St I "V ELEVATIONS Vancouver, WA 986 98660 I 2x WOOD CAP Phone: 360.649.7888 COLUMN PER ►— / STRUCTURAL SHEET TITLE: N COMMUNITY BUILDING PT 2X3 FRAMING I / II I COLUMN FRAMING DETAILS 1 1_ /77 1><j I I F2;) 14. SQUARED COLUMN DETAIL AT PANEL TRIM I 14 SCALE: 3"=1-0" I 1 A81 1 1 I I 1 EXTERIOR SIDING SYSTEM p –SEE ELEVATIONS J a ti cu CR 0 m COLUMN PER STRUCTURAL m m o o DRAWN f: ---- F4- COLUMN BASE PLATE PER DATE ISSUE[] 12/11/15 a I STRUCTURAL 0, 4 o N. 1 m E I En FINISH FLOOR OF COMMUNITY BUILDING E -4 ° v TOP OF CONCRETE WALK Q FOUNDATION PER O� Q STRUCTURAL i d .4 a d E m • • � at 1- a a Z d 4 to 5 4 �n I cv t _ L a E c� m A8I2 20. SQUARE COLUMN AT ENTRIES SHEET: el LRS Architects,Inc.m 2015 ["; SCALE: 1"=1'-0" C 4 E m v 0 , $.,,, Lrs GENERAL NOTES ARCHITECTS j J A 720 NW DavisX221.1121 ,,..;;' Suite 300 503221.2077 0 • Portland OR 97209 WWw.lisaithitects,nam • • , • , $/LV.JD ARc. • 3544 . DANIEL G.PURGIEL -i eidia..7„, , .,......•.•••• . . . . • , , .. .... ...... , . . . . ,_ . , • • ..,• . •••••- 1J PORTLAND OREGON 1 KEYNOTES O -- ..„------ . , ......,„....... , .....••• ..... . , „ .. ....„-- . ..,•••••• CONSULTANT: �.. ff, ,,,,,..:,...4., } 7..,_,` ry„ \ , H n"+ - .. .+ r ., r w Cft-k) f I ........ ..,. . ... _ B Cc i 1 . I i Y0 1---d11 1 _ I I I 1. I I - - PST NUMBER 215079 \,y MAIL L — _, I 11FEC C :: y t fat Tigard A partm en i�s I I - - I 135th and Scholls Ferry, Tigard, OR I I ( I l J I • — J — _1 I I ,_.. - y.__ ra..—_{7_.... •,-.3. "� . - --_... .........:.> ...m..ya. El............x} s�........E;E...-_....yp #......-._YY f.? i __....... RK Z _��_._ _.._ _ ___...__ /7 / _. _.__. „/ ,\� ,i1 ROOM atticr i I---I foe hatchf,F I J I ; 1 copier oIrt I ricr�® l4LEASING OFFICE i 1 — I I 11 HOLLAND f —. ii PARTNER GROUP 7 ■ n 11 1111 Main St#500 Vancouver, WA 98660 MANAGER 1 l Phone: 360.649.7888 1..., 7 —1_- SHEET TITLE: — I COMMUNITY CI ,,,i_ _ _ _ _ _ _ , r 4-' _ : LI1GUID HALLWAY � I � . �. 115 E14' TRY 1 v.4,.:.. ..• ...: 10; INISH I FLOOR PLAN J ItFEC 1 r iL 'WOR ® I I 1ROOMlt J T ❑ ❑a :::: , 1 I ' CPO- �- GREAT 1� r1---� --I-1 \� ROOM ® I i 108 vi I r''�_�-L_---.J L_ _k ra - SITTING 111----- 0 fl r-- 1 -'I I ROOM t I 4I : L : Jr110� -- —..._..._.... :414:41:11–.S.Ittic-: "7169ir ...„...ji- `> 113 I 12 I I I I li_ '. — — 1 aaFE ` ` KITCHEN - 2 / I 109 - I i 0 1 l,! \, \, ❑ -- ❑ � flA`.y1' s i 1. I �.--��.«....................__.- _....._....._.... ... 01 Z [3 O W,11111. 4 7. I --, I is z I j I I [ 1 ; I ® ILI ( DRAWN,LAY: --- o m 1 — — — — ��1 _.____ []DATE ISSUED 12111!15 r ci \\\:\Z. 11 E I I I• �ig III I I I : F'i NI I Fii ' i I m I y ' /� f I C; t` ; i. : ! I E • i g 4 2 E ,,, A8I3 3. COMMUNITY BUILDING FINISH FLOOR PLANIED SHEET: E. LRS Architects,Inc.O 2015 o SCALE. 1/8"=.1'-0" v CD C O 1 m . TIGARD APARTMENTS . LTS ARCHITECTS 720 NW Davis 503.221.1121 4T Suite 300 503 221.2077 T!GARL1 OR Portland OR 97209 www.Irsarchitects.com >� CTU ET 2 17 15 S`oR D PRO R-4. s ,4 , ESS c.. .c \ t NFE f02 1547 { STRUCTURAL SHEETS : SHEET NUMBER SHEET TITLE �� /� aro'EGON S001 COVER SHEET "P' 25 i�� ti S101 GENERAL STRUCTURAL NOTES '1Z DEAD S102 GENERAL STRUCTURAL NOTES CONTINUED EXPIRES 12-31-15 S103 STATEMENT OF SPECIAL INSPECTIONS S104 TYPICAL DETAILS AND SCHEDULES S210 BUILDING 7 FOUNDATION & FLOOR FRAMING PLANS S211 BUILDING 7 FLOOR & ROOF FRAMING PLANS • S220 BUILDING 9 FOUDATION & FLOOR FRAMING PLANS S221 BUILDING 9 FLOOR & ROOF FRAMING PLANS • i S222 BUILDING 10 FOUDATION & FLOOR FRAMING PLANS 5223 BUILDING 10 FLOOR & ROOF FRAMING PLANS S230 BUILDINGS 2, 3, 4, & 5 FOUDATION & FLOOR FRAMING PLANS S231 BUILDINGS 2, 3, 4, & 5 FLOOR & ROOF FRAMING PLANS S240 BUILDINGS 1, & 6 FOUDATION & FLOOR FRAMING PLANS F R O E L I C H ENGINEERS, S241 BUILDINGS 1, & 6 FLOOR & ROOF FRAMING PLANS Portland: (503)624-7005 Bend:(541)383-1828 S250 BUILDING 8 FOUDAT1ON & FLOOR FRAMING PLANS Froelich-Engineers.com JOB#15-T084 S251 BUILDING 8 FLOOR & ROOF FRAMING PLANS CAD-5 S260 GARAGE FOUNDATIONS AND ROOF FRAMING PLANS S261 COMMUNITY BUILDING FOUNDATION PLAN S262 COMMUNITY BUILDING ROOF FRAMING PLAN S300 PARTIAL STAIR FOUNDATION AND FRAMING PLANS S400 FOUNDATION DETAILS S500 FLOOR FRAMING DETAILS S501 FLOOR FRAMING DETAILS S600 ROOF FRAMING DETAILS S601 ROOF FRAMING DETAILS PROJECT NUMBER: 215079 S602 ROOF FRAMING DETAILS Tigard Apartments 135th and Scholls Ferry, Tigard, OR 14 HOLLAND STRUCTURAL ABBREVIATIONS: PARTNER GROUP @ At COL Column GA Gauge LAT Lateral PERIM Perimeter 1111 Main St#500 & And CONC Concrete GALV Galvanized LB Pound PERP Perpendicular T&B Top and Bottom Vancouver, WA 98660 Feet CONN Connection GC General Contractor LLH Long Leg Horizontal PL Plate T&G Tongue and Groove Phone: 360.649.7888 Inch CONT Continuous GEN General LLV Long Leg Vertical PLF Pounds per Lineal Foot TAN Tangent # Number, Pound GL Glulam (Glue-Laminated Beam) LL Live Load PLWD Plywood THK Thick, Thickness (E) Existing DBA Deformed Bar Anchor GR Grade LNTL Lintel PREFAB Prefabricated THRD Threaded SHEET TITLE: (N) New DBL Double GYP Gypsum LONG Longitudinal PSF Pounds per Square Foot TOB Top of Beam DET Detail GYP BD Gypsum Board LSL Laminated Strand Lumber PSI Pounds per Square Inch TOF Top of Footing COVER SHEET AB Anchor Bolt DF Doug Fir(Douglas Fir) LT WT Lightweight PSL Parallel Strand Lumber TOJ Top of Joist ACI American Concrete Institute DIA Diameter HAS Headed Anchor Stud LVL Laminated Veneer Lumber PT Post-Tensioned, Preservative-Treated TOL Top of Lintel, Landing ADD Addendum,Addition DIAG Diagonal HDD Headed TOP Top of Pier ALT Alternate DIAPH Diaphragm HDR Header MANUF Manufacturer, Manufactured QTY Quantity TOS Top of Slab, Top of Steel APPROX Approximate DIM Dimension HEX Hexagonal MAX Maximum TOW Top of Wall ARCH Architect, Architectural DL Dead Load HORIZ Horizontal MB Machine Bolt REF Refer, Reference TOL Tolerance ASTM American Society for Testing and Materials DWG Drawing HSS Hollow Structural Shape MECH Mechanical REINF Reinforce, Reinforcement TRANS Transverse AVG Average DWGS Drawings HVAC Heating, Ventilating, Air Conditioning MEZZ Mezzanine REQ'D Required TYP Typical AWS American Welding Society DWL Dowel HT Height MIN Minimum REV Revision MISC Miscellaneous UNO Unless Noted Otherwise BEV Bevel EA Each IBC International Building Code MTL Metal SCHED Schedule BLDG Building ENGR Engineer IN Inch SE Structural Engineer VERT Vertical BLKG Blocking EQ Equal INFO Information N North SECT Section VIF Verify In Field BOT Bottom EQUIP Equipment INSP Inspect, Inspection NO Number SHTH Sheathing BP Base Plate EOR Engineer of Record INSUL Insulation NOM Nominal SIMP Simpson Strong-Tie BRDG Bridge, Bridging EW Each Way INT Interior NTS Not To Scale SF Square Foot W/ With BRG Bearing EXT Exterior SL Snow Load W/O Without JST Joist OC On Center SIM Similar WD Wood CGS Center of Gravity of Strand F TO F Face to Face OPP Opposite SOG Slab on Grade WF Wide Flange (Structural Steel) CJ Control Joint FAB Fabricate K Kilopound (1000 pounds) OWSJ Open Web Steel Joist SPEC Specification, Specifications WT Weight CL Centerline FDTN Foundation KIP Kilopound (1000 pounds) STD Standard WWF Welded Wire Fabric CLG Ceiling FT Foot, Feet PAF Powder Actuated Fasteners STIFF Stiffener CLR Clear FTG Footing L Angle, Left, Length POE Pounds per Cubic Foot STL Steel CMU Concrete Masonry Unit LAM Laminate, Laminated PERF Perforate, Perforated, Performance STRUCT Structural TYPICAL SYMBOLS: NOTE: SOME SYMBOLS SHOWN MAY NOT BE IN USE O - INDICATES KEYED NOTE • - INDICATES HOLDOWN ANCHOR. MAY OR J# @ XX" OC ' - INDICATES JOIST TYPE AND SPACING. MAY NOT BE INDICATED ON PLANS SEE JOIST FRAMING SCHEDULE - INDICATES BUILDING SECTION 0 - INDICATES LINTEL - INDICATES EXTENT OF SHEAR WALL C - INDICATES DIRECTION DIAPHRAGM SHEATHING TO SPAN. S0.00 DRAWN BY: ,\\k\‘ - INDICATES STEP DOWN IN ELEVATION ► - INDICATES MOMENT CONNECTION 1 DATE ISSUED: 12/11/15 � 1INDICATES PARTIAL SECTION Q n - INDICATES DRIFT LOAD &SLIDING SNOW LOADS. TRUSS �1 / \ B- - INDICATES BEAM CALL OUT 30 PSF MANUFACTURER SHALL ACCOUNT FOR INDICATED LOADS S0.00 - INDICATES REVISION DELTA \�, 7'-6" o IN DESIGN OF TRUSS a - INDICATES REVISION CLOUD H- E -INDICATES HEADER CALL OUT Ak - INDICATES ELEVATION REFERENCE T-101 lina -5TH FLOOR S0.00 CNI 2 W- - INDICATES WALL TYPE r --f - INDICATES DIMENSIONAL SECTION THRU P.T. SLAB -4TH FLOOR INDICATES FOOTING TYPE NM - 3RD FLOOR —INDICATES SHEARWALL TYPE -2ND FLOOR ON/ABOVE FLOOR SPECIFIED. SEE 1 1 -INDICATES DETAIL REFERENCE o -� - P.T. STRESSING END AT CGS OF SLAB DEPTH SHEARWALL SCHEDULE. 50.00 - - INDICATES COLUMN TYPE - - 1ST FLOOR - - INDICATES FOOTING TYPE —11111* - INDICATES INTERMEDIATE STRESSING LOCATION AT C.G.S. OF SLAB. v - INDICATES HOLDOWN TYPE � a - INDICATES COLUMN TYPE I - P.T. DEAD END AT CGS OF SLAB DEPTH / 1 l� - INDICATES DETAIL REFERENCE BUBBLE P_ - INDICATES BASE PLATE TYPE 6 3/a" S � J -ELEVATION OF CENTER OF GRAVITY OF TENDON - INDICATES FOOTING TYPE FROM BOTTOM OF SLAB OR BEAM O - INDICATES SHEAR WALL TYPE F / PEFF EXTENT OF POST TENSIONING IN A LOCATION - INDICATES HOEDOWN TYPE $ TOP OF ELEV - INDICATES ELEVATION - - INDICATES FOOTING TYPE a PADD N T ,I' - EXTENT OF POST-TENSIONING IN ADDITIONAL LOCATION 4A kSOO / aD INDICATES NORTH ARROW o SHEET: a - INDICATES PLUMBING PENETRATION THROUGH P.T. SLAB-SEE LRS Architects,Inc.o m PLUMBING PLAN & DETAIL XJSX.X FOR MORE INFORMATION. 2015 a GENERAL STRUCTURAL NOTES L_Ins PROJECT DESCRIPTION: SPECIAL INSPECTION AND TESTING: REINFORCING STEEL: STRUCTURAL STEEL: • NEW 3-STORY MULTI-FAMILY APARTMENT BUILDING 1. SPECIAL INSPECTION WILL BE PROVIDED BY THE OWNER BASED ON THE 1, REINFORCING STEEL SHALL BE DETAILED, FABRICATED, AND PLACED IN 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING MINIMUM ASTM ARCHITECTS • CONVENTIONAL SPREAD AND STRIP CONCRETE FOUNDATIONS REQUIREMENTS OF THE IBC AS SUMMARIZED IN THE SPECIAL INSPECTION AND ACCORDANCE TO "ACI 318-BUILDING CODE REQUIREMENTS FOR STRUCTURAL SPECIFICATIONS AND GRADES: • CONCRETE SLAB-ON-GRADE FIRST FLOOR TESTING PROGRAM ON SHEET***S0.0X***. THE CONTRACTOR SHALL PROVIDE CONCRETE"AND "ACI 315-MANUAL OF STANDARD PRACTICE FOR DETAILING 720 NW Davis 503.221.1121 `e!? • WOOD 2X STUD WALLS SHEATHED WITH PLYWOOD PANELS SUFFICIENT NOTICE AND ACCESS FOR THE SPECIAL INSPECTOR TO PERFORM THESE REINFORCED CONCRETE STRUCTURES." STRUCTURAL STEEL • ENGINEERED WOOD I-JOIST AND BEAM FRAMED FLOOR INSPECTIONS. 2. ALL REINFORCING STEEL SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS AND WIDE FLANGE SECTIONS ASTM A-992, GRADE 50 (Fy=50 KSI) Suite 300 503 221.2077 • PRE-MANUFACTURED WOOD TRUSS SYSTEM GRADES UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS:A. SMOOTH WELDED WIRE FABRIC-ASTM A185 PLATES WHERE NOTED ASTM A572, GRADE 50 (Fy=50 KSI) Portland OR 97209 wwwirsarchitects.com B. CONCRETE SHEAR WALL BOUNDARY ELEMENT VERTICAL CHANNELS, ANGLES, PLATES--EXCEPT AS ASTM A-36 (Fy=36 KSI) SUBMITTALS: NOTED REINFORCEMENT-ASTM A706, GRADE 60 HOLLOW STRUCTURAL SECTIONS (TUBES) C I(j 1. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO THE A-500, GRADE B (Fy=46KSI) C. CONCRETE COLUMN VERTICAL REINFORCEMENT-ASTM A706, GRADE 60 R GENERAL: FABRICATION AND CONSTRUCTION OF ALL STRUCTURAL ITEMS INCLUDING THE D. CONCRETE MOMENT FRAME REINFORCEMENT-ASTM A706, GRADE 60 PIPE ASTM A53, TYPE E OR S (Fy=35 KSI) C�� _ PROF\4 1. THE STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND FOLLOWING: ��R ESs ARE INTENDED TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, CIVIL, E. ALL OTHER REINFORCEMENT-ASTM A615, GRADE 60 2. DESIGN, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE "AISC `,c �G INE f0• MECHANICAL, AND ELECTRICAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTALS SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL /�C'. / ti 154 +� COORDINATING THE REQUIREMENTS FROM THE ENTIRE SET OF CONTRACT DEFERRED 3. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706. WELDING OF STEEL BUILDINGS"WITH "COMMENTARY"AND THE "CODE OF STANDARD PRACTICE," r" DOCUMENTS (INCLUDING THE PROJECT SPECIFICATIONS) INTO THEIR WORK. ITEM SUBMITTAL SUBMITTAL COMMENTS REINFORCING STEEL SHALL CONFORM TO AWS 01.4. ALL WELDING SHALL BE DONE WITH EXCEPTIONS AS NOTED IN THE PROJECT SPECIFICATIONS. _ - 2. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO (A, D) (B, D) BY AWS CERTIFIED WELDERS USING LOW HYDROGEN E70XX ELECTRODES. 3. REFERENCE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR THE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 4. REINFORCING STEEL SHALL BE SECURELY TIED IN-PLACE WITH #16 ANNEALED IRON MEMBERS PART OF THE SEISMIC LOAD RESISTING SYSTEM (SLRS). ►� ! •RECON 3. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE WIRE. BARS IN BEAMS, SLABS, AND FOUNDATIONS SHALL BE SUPPORTED ON 4. BOLTS SHALL CONFORM TO THE ASTM AND RCSC SPECIFICATIONS FOR JOINTS �'' OVER THE GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. CONCRETE MIX DESIGNS X WELL-CURED CONCRETE BLOCKS, OR APPROVED METAL CHAIRS, AS SPECIFIED BY USING A325 OR A490 HIGH STRENGTH BOLTS. BOLTS SHALL BE SNUG TIGHT UNLESS � 2� �9� � 4. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR CONCRETE REINFORCEMENT X THE "CRSI MANUAL OF STANDARD PRACTICE," MSP-1. NOTED OTHERWISE. WORK. EMBEDDED STEEL ITEMS X 5. ALL REINFORCEMENT SHALL BE FREE OF LOOSE MILL AND RUST SCALE, OIL, DIRT, OR 5. HIGH STRENGTH BOLTS USED AS PART OF THE SEISMIC LOAD RESISTING SYSTEM �z DEP` SLAB-ON-GRADE CONTROL COATINGS OF ANY KIND THAT REDUCE THE BOND STRENGTH TO THE CONCRETE. (SLRS) NOTED ON THE DRAWINGS AND DETAILS SHALL BE FULLY TENSIONIONED AND EXPIRES 12-31-15 JOINT LAYOUT 6. REINFORCEMENT STEEL SHALL NOT BE DISPLACED OR ALTERED FOR THE ALL FAYING SURFACES SHALL BE PREPARED AS REQUIRED FOR CLASS A OR BETTER STRUCTURAL STEEL X CONVENIENCE OF OTHER TRADES UNLESS APPROVED BY THE STRUCTURAL SLIP-CRITICAL JOINTS. CODE REQUIREMENTS: - STEEL FASTENERS X ENGINEER OF RECORD. 6. WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN 1. CONFORM TO THE 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC), BASED -- 7. "WET SETTING" OF REINFORCING STEEL. ANCHOR RODS, EMBEDDED PLATES AND BUILDING CONSTRUCTION. WELDING SHALL BE PERFORMED IN ACCORDANCE WITH A UPON THE 2012 INTERNATIONAL BUILDING CODE (IBC). GLUED LAMINATED MEMBERS X INSERTS IS NOT PERMITTED. WELDED PROCEDURE SPECIFICATION (WPS)AS REQUIRED IN AWS D1.1 AND CONSULTANT: 2. ALL REFERENCE TO OTHER CODES AND STANDARDS (ACI, ASTM, ETC.) SHALL BE FOR PREMANUFACTURED WOOD 8. ALL REINFORCEMENT SHALL BE CONTINUOUS WITH ADEQUATE LAP LENGTHS AT APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. THE WPS VARIABLES THE EDITIONS NOTED IN CHAPTER 35 OF THE IBC. X X SPLICE LOCATIONS. SHALL BE WITHIN THE PARAMETERS ESTABLISHED BY THE FILLER-METAL JOISTS 9. THE FOLLOWING MINIMUM LAP SPLICE LENGTHS SHALL BE PROVIDED FOR ALL PREMANUFACTURED WOOD MANUFACTURER. TRUSSES X X REINFORCING STEEL: 7. FOR MEMBERS INCLUDED IN THE SEISMIC LOAD RESISTING SYSTEM (SLRS), REQUIREMENTS OF AWS 01.8 (SEISMIC SUPPLEMENT) SHALL APPLY. DESIGN CRITERIA_ TYPICAL LAP SPLICE SCHEDULE(IN)) 8. ALL WELDS USED IN THE SEISMIC LOAD RESISTING SYSTEM (SLRS), SHALL BE MADE 1. DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBC. IN -, 3,000 PSI 4,000 PSI 5,000 PSI WITH A FILLER METAL THAT HAS A CHARPY V-NOTCH (CVN)TOUGHNESS OF 20 FT-LBS �, ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS AND ALLOWANCES WERE A. IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE BAR SIZE TOP OTHER TOP OTHER TOP OTHER AT 0 DEGREES FAHRENI-IEITF AS DETERMINED BY AWS CLASSIFICATION OR USED FOR DESIGN, WITH LIVE LOADS (L.L.) REDUCED IN ACCORDANCE WITH THE IBC: STRUCTURAL DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF A ( ) BARS BARS BARS BARS BARS BARS MANUFACTURER CERTIFICATION. ALL COMPLETE JOINT PENETRATION WELDS `, STRUCTURAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS #3 28 22 24 19 22 17 DESIGNATED AS "DEMAND CRITICAL" SHALL BE MADE WITH FILLER METAL THAT HAS A 7.° LOCATED.ANY MODIFICATIONS TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ARE SUBJECT TO REVIEW AND #4 37 29 32 25 29 22 CVN TOUGHNESS OF 20 FT-LBS AT MINUS 20 DEGREES F, AND 40 FT-LBS AT 70 DESIGN CRITERIA ACCEPTANCE BY THE STRUCTURAL ENGINEER OF RECORD. #5 47 36 40 31 36 28 DEGREES F. GEOTECHNICAL CRITERIA B. DESIGN DRAWINGS, SHOP DRAWINGS,AND CALCULATIONS FOR THE DESIGN #6 56 43 48 37 43 33 9. FOR COMPLETE JOINT PENETRATION WELDS ASSOCIATED WITH MEMBER SPLICES DESIGN BASED ON AND FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS SHALL BEAR THE #781 63 70 54 63 49 AND CONNECTIONS NOT PART OF THE SLRS, WELDS SHALL BE MADE WITH FILLER F R O E L I rH GEOTECHNICAL REPORT TERRA ASSOCIATES, INC. SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE METAL THAT HAS A MINIMUM CVN TOUGHNESS OF 20 FT LBS AT 40 DEGREES F. I 1 i DATED MARCH 13, 2015 #8 93 72 80 62 72 55 10. FOR MEMBERS AND CONNECTIONS THAT ARE PART OF THE SEISMIC LOAD RESISTING ENGINEERS BY: WHERE THE PROJECT IS LOCATED. CALCULATIONS SHALL BE INCLUDED FOR #9 105 81 91 70 81 63 SYSTEM, DISCONTINUITIES CREATED BY ERRORS, OR BY FABRICATION OR ERECTION Portland: (503)624-7005 ALLOWABLE SOIL 2500 PSF ALL CONNECTIONS TO THE STRUCTURE CONSIDERING LOCALIZED EFFECTS ON #10 118 91 102 79 91 70 OPERATIONS, SUCH AS TACK WELDS, ERECTION AIDS, AIR-ARC GOUGING, OR FLAME Bend: (541)383-1828 BEARING PRESSURE STRUCTURAL ELEMENTS INDUCED BY THE CONNECTION LOADS. DESIGN SHALL Froelich En lneers.com RETAINING BE BASED UPON THE REQUIREMENTS OF THE IBC AND AS NOTED UNDER #11 131 101 113 87 101 78 CUTTING, SHALL BE REPAIRED AS REQUIRED BY THE STRUCTUIRAL ENGINEER. 9 WALLS-CANTILEVERED 35 PCF (EQUIVALENT FLUID PRESSURE) "DESIGN CRITERIA." 11. WELDS SHALL BE MADE USING E70XX ELECTRODES AND SHALL BE 3/16" MINIMUM, JOB#15-T084 RETAINING 35 PCF (EQUIVALENT FLUID PRESSURE) + 100 PSF UNIFORM C. THE CONTRACTOR SHALL COORDINATE THE SEISMIC RESTRAINTS OF NOT UNLESS NOTED OTHERWISE ON THE DRAWINGS. CAD-5 WALLS-BRACED LOAD MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENT, MACHINERY, AND ES: 12. WELDING SHALL BE MADE BY AWS CERTIFIED WELDERS **MEETING CITY OF RETAINING 50% INCREASE IN ABOVE EQUIVALENT FLUID PRESSUREPORTLAND STANDARDS.** ASSOCIATED PIPING WITH THE STRUCTURE. CONNECTIONS TO THE STRUCTURE A. FOR CENTER-TO-CENTER SPACING LESS THAN FOUR TIMES THE BAR DIAMETER, WALLS-SEISMIC (SEISMIC LATERAL EARTH PRESSURE) SHALL CONFORM TO ASCE 7-10 CHAPTER 13 AND BE DESIGNED BY AN MULTIPLY THE ABOVE VALUES BY A FACTOR OF 1.4. 13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE BETWEEN THE LIVE LOAD CRITERIA ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. B. TABLE VALUES APPLY FOR CLEAR COVER GREATER THAN OR EQUAL TO 1-1/2". ARCHITECTURAL AND STRUCTURAL DRAWINGS TO PRODUCE THE SHOP DRAWINGS. CONCENTRATED LOAD D. FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR THAT DIFFER CONTACT ENGINEER OF RECORD IF CONDITIONS VARY. 14. PROVIDE NON-SHRINK GROUT UNDER ALL BASE PLATES. GROUT SHALL BE FLOOR LIVE LOADS UNIFORM LOAD (PSF) (LBS) FROM, OR ADD TO, THE STRUCTURAL DRAWINGS SHALL BEAR THE SEAL AND C. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST FACTORY-PACKAGED, 6000 PSI MINIMUM AT 28 DAYS AND SHALL COMPLY WITH ASTM CORRIDORS AND STAIRS 100 2000 SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE WHERE BELOW THE BAR. C 1107. THE PROJECT IS LOCATED AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR D. VALUES ARE FOR UNCOATED BARS. 15. PROVIDE WEEP HOLES AT ALL EXTERIOR CLOSED SECTIONS WHERE MOISTURE MAY RESIDENTIAL 40 1000 TO CONSTRUCTION. ANY SUCH DETAILS ARE SUBJECT TO REVIEW AND ACCUMULATE, VERTICAL FLOOR ACCEPTANCE BY THE STRUCTURAL ENGINEER OF RECORD. 10. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR ALL DEFLECTION L/360 (LIVE LOAD) PER OSSC TABLE 1604.3 REINFORCING STEEL: (CLADDING DESIGN) SAWN FRAMING LUMBER: NOTES: 1. LIVE LOADS REDUCED PER OSSC 1607.10 MINIMUM CONCRETE COVER (CAST-IN-PLACE) 1. SAWN LUMBER SHALL CONFORM TO THE WEST COAST LUMBER INSPECTION BUREAU 2. MEMBER DESIGNED FOR THE MORE CRITICAL OF THE FOUNDATIONS: UNIFORM OR CONCENTRATED LOAD. 1. FOUNDATION SIZES ARE BASED UPON A MAXIMUM TOTAL LOAD BEARING SOIL USE COVER (WCLIB) OR THE WESTERN WOODS PRODUCTS ASSOCIATION (WWPA) GRADING RULES.CRITERIA PRESSURE = 2500 PSF FOR BEARING ON NATIVE SOILS/COMPACTED FILL. AS BEAM, JOIST AND COLUMN BARS 1-1/2" (TO STIRRUPS, OR TIES) RULES. RECOMMENDED BY THE GEOTECHNICAL ENGINEER'S REPORT. SLAB BARS 1" 2. ALL LUMBER SHALL BE THE SPECIES AND GRADES AS FOLLOWS: PROJECT NUMBER: 215079 DESIGN ROOF SNOW 25 PSF MINIMUM IN ACCORDANCE WITH THE OSSC ' LOAD 2. ALL FOOTINGS SHALL BEA MINIMUM OF 18" BELOW FINAL GRADES. INTERIOR WALL FACES 3/4" (#11 AND SMALLER) SNOW DRIFT PER OSSC AS SHOWN ON PLANS 3. ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING (NOT EXPOSED TO EARTH, OR WEATHER) SAWN LUMBER GROUND SNOW LOAD P g = 10 PSF IN ACCORDANCE WITH 2007 SNOW LOAD EXCAVATIONS TO NEAT LINES AND REPLACED WITH ENGINEERED FILL IF NECESSARY EXTERIOR WALL FACES 1-1/2" (#5 AND SMALLER) USE SPECIES/GRADE Fb (PSI)--BASE VALUE Tigard Apartments ANALYSIS FOR OREGON 4. THE CONTRACTOR SHALL REVIEW ALL GEOTECHNICAL ENGINEER (EXPOSED TO EARTH, OR WEATHER) 2" (#6 AND LARGER) LUMBER 2"TO 4"THICK DOUGLAS FIR-LARCH 900 RECOMMENDATIONS PRIOR TO THE COMMENCEMENT OF ANY SITEWORK. NO.2 FLAT ROOF SNOW LOAD P f =7 PSF 5. STRUCTURAL FILL MATERIALS, PLACEMENT, AND COMPACTION REQUIREMENTS CONCRETE CAST AGAINST EARTH 3" DOUGLAS FIR-LARCH SNOW EXPOSURE C = 1.0 SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. BEAMS 5"x5"AND GREATER NO.1 1350 FACTOR e 6. BOTTOM OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT 2'-0" DOUGLAFIR-LARCH 135th and Scholls Ferry, SNOW LOAD POSTS 1200 I = 1.0 HORIZONTAL TO 1'-0"VERTICAL STEPS. 11. UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS, REINFORCE ALL NSO.1 Tigard, OR IMPORTANCE FACTOR i 7. PLACEMENT OF ALL FILL SHALL BE OBSERVED AND TESTED FOR RELATIVE CONCRETE WALLS AS FOLLOWS: DOUGLAS FIR LARCH g THERMAL FACTOR C , = 1.0 COMPACTION BY A QUALIFIED TECHNICIAN UNDER THE GUIDANCE OF THE T&G DECKING - COMMERCIAL DEX 1450 WIND CRITERIA GEOTECHNICAL ENGINEER. MINIMUM TESTING FREQUENCY SHALL BE ESTABLISHED TYPICAL CONCRETE WALL REINFORCING MAIN WIND FORCE 120 MPH BASIC WIND SPEED (3-SECOND GUST) BY THE GEOTECHNICAL ENGINEER. HORIZONTAL 3. ALL DIMENSIONAL LUMBER AND TIMBERS SHALL BE KILN DRIED AND CERTIFIED IN RESISTING SYSTEM 8. THE CONTRACTOR SHALL NOTIFY THE GEOTECHNICAL ENGINEER PRIOR TO WALL SIZE BARS VERTICAL BARS LOCATION WRITING BY THE SUPPLIER TO BE LESS THAN 19% MOISTURE CONTENT. COMPONENTS AND 120MPH BASIC WIND SPEED (3-SECOND GUST) COMMENCEMENT OF FILLING OPERATIONS. 6" #4 @ 16" DC #4 @ 16" OC AT CL OF WALL 4. ALL LUMBER IN CONTACT WITH CONCRETE OR CMU SHALL BE PRESERVATIVE CLADDING 9. ALL GENERAL EXCAVATIONS AND FOOTINGS SHALL BE INSPECTED AND APPROVED EXPOSURE CATEGORY B PRIOR TO THE PLACEMENT OF ANY SOIL BACKFILL AND/OR CONCRETE. 8" #4 @ 12" OC #4 @ 12" OC AT CL OF WALL TREATED (PT) PER THE AMERICAN WOOD PRESERVERS BUREAU (AWPB) UNLESS AN 10" #5 @ 18" OC #5 @ 18" OC AT EACH FACE APPROVED MOISTURE BARRIER IS PROVIDED, ALL PT LUMBER SHALL BEAR THE GUST/INTERNAL 10. ALL FILL, BACKFILL AND COMPACTION ACTIVITIES, PARTICULARLY DURING WET AWPB QUALITY MARK. PRESSURE GC P. =+! 0.18 WEATHER CONDITIONS, SHALL FOLLOW RECOMMENDATIONS OF GEOTECHNICAL 12" #5 @ 16" OC #5 @ 16" OC AT EACH FACE 5. CUTTING AND NOTCHING OF JOISTS AND STUDS SHALL CONFORM TO IBC SECTIONS SEISMIC CRITERIA ENGINEER. 2308.8.2, 2308.9.10, 2308.10.4.2 AND THE LIMITATIONS AS NOTED ON THE STRUCTURAL RISK CATEGORY II 12. CONTINUE HORIZONTAL WALL BARS THROUGH PILASTERS, COLUMNS AND DRAWINGS. SITE CLASS D INTERSECTING WALLS. 6. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITION WALLS. 14 IMPORTANCE FACTOR I e = 1 13. PROVIDE HOOKED FOOTING DOWELS OF THE SAME SIZE AND SPACING AS THE 7. PROVIDE SOLID LINES OF BLOCKING, SAME DEPTH OF FRAMING MEMBER, AT ALL CONCRETE: VERTICAL WALL REINFORCEMENT. LAP SPLICE DOWELS TO THE VERTICAL WALL BEARING POINTS. SEISMIC DESIGN D 1. ALL CONCRETE WORK SHALL CONFORM TO"ACI 318 BUILDING CODE REQUIREMENTS REINFORCEMENT AND TERMINATE WITH STANDARD 90 DEGREE HOOK INTO THE 8. JOIST BRIDGING SHALL BE REQUIRED WHERE JOISTS HAVE A DEPTH-TO THICKNESS CATEGORY FOR STRUCTURAL CONCRETE"AND CHAPTER 19 OF THE INTERNATIONAL BUILDING FOOTING WITH A MINIMUM 6" EMBEDMENT BELOW THE TOP OF FOOTING. RATIO GREATER THAN 5-T0-1 AND WHERE ONE EDGE IS UNSUPPORTED. JOIST MCE SPECTRAL S =0.965 S =0,424 CODE. 14. AT SLAB AND WALL OPENINGS, PROVIDE A MINIMUM OF TWO#5 BARS OVER, UNDER. ACCELERATIONS s 1 2. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS AND AT THE SIDES OF THE OPENING. EXTEND THESE BARS A LAP DISTANCE (OR A BRIDGING SHALL BE SPACED AT 8'-O" ON CENTER MAXIMUM. HOLLAND SITE COEFFICIENTS F a = 1.114 F v = 1.576 PER ASTM 039, UNLESS NOTED OTHERWISE, AND SHALL BE AS FOLLOWS: MINIMUM OF 2'-0") PAST THE OPENING ON ALL SIDES. PARTNER DESIGN SPECTRAL S =0.717 S =0.446 15. PROVIDE ONE#5 FOR SINGLE LAYER, AND TWO#5 FOR DOUBLE LAYER REINFORCING. ACCELERATIONS os D1 CONCRETESTRENGTHS 4'-O" LONG, DIAGONALLY AT EACH CORNER OF ALL WALL AND SLAB OPENINGS. WOOD STRUCTURAL PANEL SHEATHING: GROUP ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PER ASCE 7-10 SECTION 12.8 - WATER- 16. REFERENCE TYPICAL DETAILS FOR THE DISPOSITION OF REINFORCEMENT AT WALL 1. WOOD STRUCTURAL PANELS SHALL CONFORM TO THE REQUIREMENTS OF THE "U.S. NORTH-SOUTH DIRECTION EAST-WEST DIRECTION CEMENT ENTRAINED CORNERS, WALL INTERSECTIONS, AND FOR BARS IN SMALL WALL SECTIONS. PRODUCT STANDARD PS 1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD," THE 1111 Main St#500 OTHER fc (PSI) SEISMIC LOAD RESISTING LIGHT FRAMED WOOD DESCRIPTIONRATIO BY AIR 17. AT LOCATIONS WHERE BEAMS, JOISTS, OR SLABS ABUT A WALL OR COLUMN: "U.S. PRODUCT STANDARD PS 2 PERFORMANCE STANDARD FOR WOOD-BASED Vancouver, WA 98660 SYSTEM LIGHT FRAMED WOOD SHEAR WALLS SHEAR WALLS WEIGHT TERMINATE ALL TOP REINFORCEMENT INTO THE WALL OR COLUMN WITH A STRUCTURAL USE PANELS," OR THE "APA PRP-108 PERFORMANCE STANDARDS." Phone: 360.649.7888 RESPONSE FOOTINGS, STEMWALLS 3,000 0.53 2% +1- 1.5% STANDARD 90 DEGREE HOOK THAT IS EMBEDDED TO WITHIN TWO INCHES OF THE 2. UNLESS NOTED OTHERWISE ON THE DRAWINGS, ALL PANELS SHALL BE APA RATED MODIFICATION FACTOR • R=6.5 R =6.5 RETAINING WALLS 3,000 0.50 6% +1- 1.5% OPPOSING FACE OF THE WALL OR COLUMN. EXTEND ALL BOTTOM REINFORCEMENT SHEATHING, EXPOSURE 1, OF THE THICKNESS AND SPAN RATING AS FOLLOWS: SEISMIC RESPONSE C 0.110 C 0.238 INTERIOR SLAB-ON-GRADE 4,000 0.48 2% +/- 1.5% INTO THE WALL OR COLUMN TO WITHIN 2-INCHES OF THE OPPOSING FACE OF THE SHEET TITLE: COEFFICIENT s s WALL OR COLUMN. WOOD STRUCTURAL PANEL SHEATHING DESIGN BASE SHEAR V =70 KIPS V 150 KIPS 18. PROVIDE#5 CARRIER BAR AT 3'-0" MAX SPACING FOR ALL SLAB, JOIST, AND WALL GENERAL DESIGN INELASTIC 19. PROVIDE TWO#5 STIRRUP CARRIER BARS IN ALL BEAMS AND JOISTS CONTAINING REDUNDANCY FACTOR r --=1.3 r = 1.3 NOTES: REINFORCING NOT SUPPORTED BY OTHER TRANSVERSE REINFORCEMENT. USE THICKNESS/RATING A. VERIFY WATER/CEMENT RATIO WITH FLOOR COVERING MANUFACTURER FOR ROOF SHEATHING 518"-INDEX 40/20 A =0.24STRUCTURAL STORY DRIFT A =0.24 CONCRETE FLOORS WITH MOISTURE SENSITIVE FLOOR COVERINGS. FLOOR SHEATHING 314"-INDEX 60/32 STIRRUPS, WHERE STIRRUPS ARE NOT SUPPORTED BY REINFORCING DETAILED OR B. CONCRETE MIXES SHALL BE NORMAL WEIGHT AND CONTAIN PORTLAND SCHEDULED IN THE STRUCTURAL DRAWINGS. WALL SHEATHING _ 1/2"-INDEX 32/16 CEMENT CONFORMING TO ASTM 0150 FOR TYPE I, OR TYPE II. NOTES C. AIR ENTRAINING AGENT SHALL CONFORM TO ASTM 0260. 3. ALL FLOOR AND ROOF SHEATHING SHALL BE INSTALLED WITH FACE GRAIN STRUCTURAL OBSERVATION: D. COLUMNS THAT ARE AN INTEGRAL PART OF A WALL SHALL HAVE CONCRETE PERPENDICULAR TO SUPPORTS AND END JOINTS SHALL BE STAGGERED. 1, THE STRUCTURAL ENGINEER OF RECORD (SER)WILL PERFORM STRUCTURAL STRENGTH AS REQUIRED FOR COLUMNS. CONCRETE ACCESSORIES: OBSERVATIONS BASED ON THE REQUIREMENTS OF THE IBC AT THE STAGES OF 1. DEFORMED BAR ANCHORS (D.B.A.) SHALL BE NELSON TYPE D2L (ICC ESR-2907) OR 4. ROOF SHEATHING SHALL BE BLOCKED, OR HAVE EDGES SUPPORTED BY PLYCLIPS. CONSTRUCTION LISTED BELOW. THE CONTRACTOR SHALL PROVIDE SUFFICIENT APPROVED EQUAL. 5. FLOOR SHEATHING PANELS SHALL BE FIELD GLUED TO THE FRAMING USING 3. MINIMUM CEMENT CONTENT PER CUBIC YARD SHALL BE AS FOLLOWS: ADHESIVES MEETING THE APA SPECIFICATION AFG-01 OR ASTM D3498. TONGUE AND NOTICE AND ACCESS FOR THE SER TO PERFORM THESE OBSERVATIONS: 2. HEADED SHEAR STUDS SHALL BE NELSON HEADED ANCHORS WITH FLUXED ENDS GROOVE PANELS SHALL ALSO BE GLUED AT THE T&G JOINT. MINIMUM CEMENT CONTENT (ICC ESR 2856) OR APPROVED EQUAL. 6. SHEAR WALL SHEATHING SHALL BE PLYWOOD OR OSB PANELS CONFORMING TO THE STRUCTURAL OBSERVATIONS 3. HEADED SHEAR STUDS AND DEFORMED BAR ANCHORS SHALL BE AUTOMATICALLY MINIMUM CEMENT CONTENT PER CUBIC REQUIREMENTS FOR ITS TYPE SPECIFIED IN DOC PS1 OR PS2. CONSTRUCTION PHASE OBSERVATION COMMENTS fC (PSI) YARD END WELDED WITH THE MANUFACTURER'S STANDARD EQUIPMENT AND IN 7. SHEAR WALL SHEATHING SHALL BE INSTALLED EITHER HORIZONTALLY OR BY SER 3,000 470 LBS. ACCORDANCE WITH THE ASSOCIATED ICC REPORTS. VERTICALLY AND BE BLOCKED AT ALL PANEL EDGES. SHEET SIZES SHALL BE 4'X8' PRIOR TO FIRST CONCRETE POUR FOR EACH X REF. FOOTNOTE A, B, 4,000 550 LBS. 4. PERMANENTLY EXPOSED EMBEDDED PLATES AND ANGLES SHALL BE HOT-DIPPED UNLESS AT BOUNDARIES OR FRAMING CHANGES. REFERENCE PLANS FOR BUILDING C GALVANIZED AFTER FABRICATION. EMBEDDED ITEMS SHALL NOT BE LOADED, NOR ADDITIONAL REQUIREMENTS. AT COMPLETION OF STRUCTURAL SYSTEMS 5,000 630 LBS. SHALL WELDS BE APPLIED, FOR A MINIMUM OF 7-DAYS AFTER CASTING OF FOR EACH BUILDING PRIOR TO COVERING X REF. FOO C OTE A, B, CONCRETE. STRUCTURAL ELEMENTSNOTES: 5. APPROVED POST-INSTALLED ANCHORS ARE AS FOLLOWS: A. FLYASH CONFORMING TO ASTM C618"TYPE F," OR"TYPE C" MAY BE USED TO REPLACE UP TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE MIX APPROVED POST-INSTALLED CONCRETE ANCHORS STRENGTH IS SUBSTANTIATED BY TEST DATA. TYPE ANCHOR ICC REPORT 4. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS, ALONG WITH TEST DATA CONCRETE SIMPSON TITIN HD ICC ESR 2713 A. STRUCTURAL OBSERVATIONS ARE INTENDED TO VERIFY GENERAL SCREW HILTI KWIK HUS-EZ ICC ESR-3027 CONFORMANCE WITH THE STRUCTURAL DRAWINGS. SPECIAL INSPECTIONS COMPLIANT WITH ACI-318 CHAPTER 5, A MINIMUM OF TWO WEEKS PRIOR TO PLACING AND TESTING ARE STILL REQUIRED. CONCRETE. EPDXY SIMPSON SET-XP ICC ESR-2508 B. A FIELD REPORT WILL BE SUBMITTED TO THE BUILDING DEPARTMENT 5. NO WATER MAY BE ADDED TO CONCRETE IN THE FIELD UNLESS IT CONFORMS TO ADHESIVE HILT[ HIT RE 500SD ICC ESR 2322 FOLLOWING EACH VISIT. THE APPROVED MIX DESIGN AND IS SPECIFICALLY APPROVED IN WRITING BY THE EXPANSION SIMPSON STRONG-BOLT II ICC ESR 3037 C. STRUCTURAL OBSERVATION TO OCCUR AFTER THE REINFORCING STEEL HAS CONCRETE SUPPLIER, HILTI KWIK BOLT TZ ICC ESR-1917 BEEN INSTALLED 6. A WATER REDUCING ADMIXTURE CONFORMING TO ASTM 0494 USED IN STRICT CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS SHALL BE NOTES: INCORPORATED INTO CONCRETE MIX DESIGNS. A HIGH RANGE WATER REDUCING A. ALL ANCHORS SHALL BE INSTALLED IN STRICT CONFORMANCE TO THE ADMIXTURE CONFORMING TO ASTM 0494 "TYPE F, OR TYPE"G" MAY BE USED IN APPLICABLE ICC REPORT. CONCRETE MIXES PROVIDED THAT THE SLUMP DOES NOT EXCEED 10-INCHES. B. REINFORCEMENT SHALL NOT BE CUT IN NEW, OR EXISTING CONCRETE DURING 7. CONCRETE SHALL BE PLACED IN ONE CONTINUOUS OPERATION WHEREVER DRAWN BY: PRACTICAL. CONSTRUCTION JOINTS IN BEAMS, JOISTS,AND SLABS SHALL BE INSTALLATION OF POST-INSTALLED ANCHORS. C. ANCHORS THAT ARE LEFT EXPOSED TO WEATHER SHALL BE STAINLESS STEEL LOCATED AT MID-SPAN WITH REINFORCING CONTINUING THROUGH AS IF THE JOINT , DATE ISSUED: 12/11/15 DID NOT OCCUR. VERTICAL CONSTRUCTION JOINTS IN WALLS SHALL BE LOCATED OR HOT DIPPED GALVANIZED. o MIDWAY BETWEEN COLUMNS OR PILASTERS. _ "i 8. ALL NON POST-TENSIONED SLABS AND BEAMS SHALL BE CAMBERED AT MIDSPAN AN a g AMOUNT EQUAL TO L1480; WHERE "L" IS EQUAL TO THE CLEAR SPAN OF THE MEMBER. 9. SLEEVES, OPENING, CONDUITS, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER .72 PRIOR TO PLACING CONCRETE. CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONE-THIRD THE THICKNESS OF THE SLAB AND clSHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON-CENTER. 10. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR THE LAYOUT OF CONSTRUCTION AND CONTROL JOINTS FOR CONCRETE SLABS-ON-GRADE. THE `' JOINTS SHALL BE LOCATED AT MAXIMUM 12'-0" ON-CENTER EACH WAY FORMING RECTANGLES WITH A LENGTH TO WIDTH RATIO NOT EXCEEDING 1.5 IN ANY DIRECTION. CONTROL JOINTS SHALL INTERSECT AT COLUMN BLOCKOUTS, AT ENDS t,! OF BEARING WALLS,AND AT ALL RE-ENTRANT CORNERS IN THE SLAB. 11. ALL BOLTS AND/OR ANCHOR RODS EMBEDDED INTO CONCRETE SHALL CONFORM TO E ASTM SPECIFICATION F1554 GRADE 36 UNLESS NOTED OTHERWISE ON THE CI STRUCTURAL DRAWINGS. P 12. ANCHOR RODS ARE TO BE LOCATED BY MEANS OF TEMPLATE. ANCHOR RODS SHALL Lb 6 NOT BE HAND SET, OR WET SET. 13. ANCHOR RODS AND EMBEDDED ITEMS SHALL BE SET IN ACCORDANCE WITH THE AISC CODE OF STANDARD PRACTICE SECTION 7.5. 14. WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE, THE EXISTING S / 0 / CONCRETE SURFACE SHALL BE CLEANED AND ROUGHENED TO A MINIMUM 1/4" N o AMPLITUDE. SHEET: 15. PROVIDE 3/4" CHAMFERS ON ALL EXPOSED CONCRETE EDGES, UNLESS NOTED a LRS Architacts,Inc. OTHERWISE. 2015 N 0 U GENERAL STRUCTURAL NOTES LFS NAILING AND FASTENERS: PREMANUFACTURED WOOD JOISTS: 1. ALL FRAMING NAILS SHALL BE OF THE SIZE AND NUMBER INDICATED ON THE 1. DESIGN OF THE PREMANUFACTURED JOIST SYSTEM SHALL BE THE CONTRACTORS ARCHITECTS DRAWINGS AND CONFORM TO THE "STANDARD SPECIFICATION OF DRIVEN RESPONSIBILITY. FASTENERS: NAILS, SPIKES, AND STAPLES" (ASTM F1667)AND "POWER-DRIVEN 2. PREMANUFACTURED WOOD JOISTS SHALL BE OF THE SIZE AND TYPE AS SHOWN ON 720 NW Davis 503.221.1121 STAPLES AND NAILS FOR USE IN ALL TYPES OF BUILDING CONSTRUCTION" (NER 272). THE STRUCTURAL DRAWINGS. JOISTS SHALL BE MANUFACTURED BY TRUS-JOIST, OR 2. NAILING NOT SHOWN SHALL BE AS INDICATED ON IBC TABLE 2304.9.1, OR NER-272. AN APPROVED EQUAL, AND SHALL CONFORM TO "THE "PERFORMANCE STANDARD Suite 300 503 221.2077 3. NAILS SHALL BE IDENTIFIED BY LABELS ATTACHED TO THEIR CONTAINERS, THAT FOR APA EWS 1-JOISTS" (APA EWS STANDARD PRI-400). SHOW THE MANUFACTURER'S NAME, NAIL SHANK DIAMETER, AND LENGTH. 3. ALTERNATE JOIST PRODUCTS WILL BE CONSIDERED PROVIDED THEY ARE ICC Portland OR 97209 www.Irsarchitects.com 4. NAIL SIZES SHALL BE AS FOLLOWS: APPROVED, ARE COMPATIBLE WITH THE LOAD CAPACITY, DIMENSIONAL, AND FIRE RATING REQUIREMENTS OF THE PROJECT, AND HAVE LVL FLANGES. C T[J FRAMING NAILS 4. IF ANOTHER I-JOIST PRODUCT IS TO BE SUBSTITUTED, THE SUBSTITUTED PRODUCT �R .&-6Q MUST BE EQUAL OR GREATER IN MOMENT, SHEAR, REACTION, El, AND tiD PROF MINIMUM PENETRATION PERFORMANCE AS THE PRODUCT SPECIFIED FOR THIS PROJECT. THE SUPPLIER 'CCc` SSS NAIL TYPE SHANK DIAMETER (IN) INTO FRAMING MEMBER SHALL BE RESPONSIBLE FOR THE COST OF ANY RE-ENGINEERING AND c‘G L NE S 02 (IN) MODIFICATIONS TO THE STRUCTURAL PLANS OR DETAILS DUE TO THE SUBSTITUTION cu 154` 6d 0.113 1.25 OF THEIR PRODUCT. ` ' 1 ! 1 8d 0.131 1.50 5. ALTERNATIVE PRODUCTS AND DESIGNS MUST BE APPROVED BY THE STRUCTURAL 10d 0.148 1.5 ENGINEER OF RECORD PRIOR TO BID. 12d 0.148 1.5 6. ALTERNATIVE PRODUCTS MUST BE OF THE SAME DEPTH AND SAME ON-CENTER 71`�\ GAY-EGON g�s 16d 0.162 1.625 SPACING AS THE SPECIFIED PRODUCT. y 7. ALTERNATIVE PRODUCTS MUST HAVE A CURRENT ICC REPORT BASED ON THE 25 �� APPLICABLE IBC CODE. 5. UNLESS OTHERWISE NOTED ON PLANS, PLYWOOD SHEATHING SHALL BE ATTACHED 8. CALCULATIONS OF THE PROPOSED ALTERNATE PRODUCTS MUST BE SEALED BY THE TO THE FRAMING SUPPORTS AS FOLLOWS: PRODUCT ENGINEER AND SUBMITTED FOR REVIEW BY THE ARCHITECT AND EXPIRES 12-31-15 ENGINEER OF RECORD. SHEATHING NAILING 9. JOIST SUPPLIER SHALL PROVIDE JOISTS, BRIDGING, HANGERS, BLOCKING,AND USE PANEL EDGES INTERMEDIATE FRAMING OTHER ACCESSORIES NECESSARY FOR THE PROPER ERECTION AND PERFORMANCE MEMBERS OF THEIR PRODUCT. THESE SHALL BE CLEARLY CALLED OUT AND DETAILED ON THE ROOF SHEATHING 0.131" DIA AT 6" OC 0.131"DIA @ 12"OC _ SHOP DRAWINGS. CONSULTANT: FLOOR SHEATHING 0.148" DIA© 6'10C 0.148" DIA @ 12" OC 10. JOIST SUPPLIER SHALL INSPECT ALL JOISTS, BEAMS, BRIDGING, HANGERS, WALL SHEATHING 0.131" DIA AT 6" OC 0.131" DIA @ 12" OC BLOCKING, AND OTHER ACCESSORIES AFTER INSTALLATION AND PROVIDE WRITTEN VERIFICATION OF PROPER INSTALLATION OF THEIR PRODUCT TO THE ARCHITECT NOT AND STRUCTURAL ENGINEER OF RECORD. 11. LAMINATE MULTIPLE JOISTS WHERE INDICATED ON DRAWINGS PER THE ES: MANUFACTURER'S RECOMMENDATIONS. A. ALL NAILS SHALL BE COMMON NAILS EXCEPT RING SHANKS SHALL BE USED FOR 12. CAMBER ALL JOISTS AS PER MANUFACTURER'S RECOMMENDATIONS. FASTENING ROOF SHEATHING. 13. DO NOT NOTCH OR DRILL PRODUCTS, EXCEPT AS ALLOWED PER THE 6,4,6 6. BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI/ASME STANDARD B182.1-1981. MANUFACTURER'S SPECIFICATIONS. ANY PROPOSED NOTCHING OR DRILLING OF PRODUCTS REQUIRES PRIOR APPROVAL BY THE MANUFACTURER. ALL BOLTS AND LAG SCREWS SHALL BE INSTALLED WITH STANDARD CUT WASHERS. 14. THE CONTRACTOR SHALL COORDINATE WITH THE JOIST MANUFACTURER TO ALL A307 BOLTS SHALL HAVE CUT THREADS. PROVIDE ADDITIONAL JOISTS AND/OR ADJUST JOIST LAYOUT TO AVOID CONFLICTS 7. PRE-DRILL HOLES FOR LAG BOLTS. SOAP THREADS OF LAGS IMMEDIATELY PRIOR TO WITH COLUMNS, COLUMN CONNECTIONS, CONNECTION HARDWARE, ETC. INSTALLATION. 15. THE PREMANUFACTURED WOOD JOIST SYSTEM SHALL BE DESIGNED TO RESIST THE F f� O E L I C H 8. JOIST HANGERS, HOEDOWNS, AND OTHER FRAMING ACESSORIES SHALL BE FOLLOWING MINIMUM LOADS. MANUFACTURED BY SIMPSON STRONG TIE (OR AN APPROVED EQUAL)AND BE OF THE - -- - SIZE AND TYPE SHOWN ON THE DRAWINGS. HARDWARE FASTENERS SHALL BE ENGINEER 5 E INSTALLED IN STRICT CONFORMANCE TO THE MANUFACTURER'S REQUIREMENTS. PREMANUFACTURED WOOD JOIST LOADING Portland:(503)624-7005 ANY PRODUCT SUBSTITUTIONS TO SIMPSON SHALL MEET OR EXCEED SIMPSON'S LOADING TYPE UNIFORMLY DISTRIBUTED LOAD (PSF) Bend: (541)383-1828 Froelich-Engineers.com PUBLISHED DESIGN CAPACITIES AND MUST HAVE A CURRENT ICC EVALUATION FLOOR LIVE LOAD 40 JOB#'15-1084 REPORT FOR THE APPLICABLE CODES. FLOOR DEAD LOAD 34 CAD-5 9. HANGERS NOT SHOWN SHALL BE SIMPSON U-TYPE, OR B-TYPE OF THE SIZE RECOMMENDED FOR THE SPECIFIC FRAMING MEMBER SHOWN ON PLAN. 16. CONTRACTOR TO VERIFY ALL WEIGHTS AND LOCATIONS OF CONCENTRATED LOADS 10, FASTENERS IN CONTACT WITH PRESERVATIVE TREATED, OR FIRE TREATED WOOD DUE TO ROOF TOP MECHANICAL UNITS, MECHANICAL PIPING, ELECTRICAL UNITS, SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM B695, CLASS 55 FOLDING PARTITIONS AND OTHER CONCENTRATED LOADS PRIOR TO JOIST MINIMUM. FABRICATION. 11. SILLS AT WALLS SHALL BE BOLTED TO CONCRETE WITH 5/8" DIAMETER x 7" EMBED 17. THE JOIST MANUFACTURER SHALL SUBMIT DESIGNS, SHOP DRAWINGS AND ANCHOR BOLTS AT 4'-0"OC MAXIMUM AND WITHIN 1'-0" OF SILL PLATE ENDS, CALCULATIONS BEARING THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER CORNERS OR SPLICES, UNLESS DETAILED OTHERWISE. WASHERS TO BE MINIMUM LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED FOR REVIEW. 114"x3"x3"AS PER IBC 2305.3.11. 18. DEFLECTION OF MEMBERS DUE TO DESIGN LOADS SHALL NOT EXCEED THE 12. ALL SILL PLATES AND LEDGERS SHALL BE ANCHORED WITH A MINIMUM OF THREE FOLLOWING (UNLESS NOTED OTHERWISE): FASTENERS PER PIECE. FLOORS: LIVE LOAD- 1/480 OF SPAN, TOTAL LOAD - 1/360 OF SPAN ROOFS: LIVE LOAD- 1/240 OF SPAN, TOTAL LOAD - 1/240 OF SPAN 19. DESIGNS, SHOP DRAWINGS AND CALCULATIONS SHALL INCLUDE THE FOLLOWING GLUED LAMINATED MEMBERS: INFORMATION: 1. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH THE A. DEFLECTION DESIGN CRITERIA "AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER" B. LIVE, SNOW, DEAD, WIND, SEISMIC AND MECHANICAL DESIGN LOADS (ANSI A190.1), OR OTHER CODE-APPROVED DESIGN, MANUFACTURING AND QUALITY C. ERECTION AND PLACEMENT CRITERIA PROJECT NUMBER: 215079 ASSURANCE PROCEEDURES. D. DETAILS OF ALL BRIDGING, BRACING, STIFFENERS, BLOCKING, CONNECTIONS & 2. ADHESIVE SHALL BE WET-USE EXTERIOR WATERPROOF GLUE. HANGERS 3. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS INDENTIFICATION MARK OR BE E. LOCATION AND FRAMING FOR ALL EQUIPMENT LOADS OVER 500 LBS Tigard Apartments ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. F. LOCATION AND FRAMING FOR ALL SUSPENDED WALLS AND EQUIPMENT 4. ONE COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER THE SHOP OR FIELD. 5. NOTCHING AND/OR BORING OF GLUED LAMINATED MEMBERS (EITHER IN THE SHOP, OR FIELD) IS STRICTLY PROHIBITED UNLESS AS SPECIFICALLY DETAILED IN THE PREMANUFACTURED WOOD TRUSSES: 135th and Scholls Ferry, STRUCTURAL DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER OF 1. DESIGN OF THE PREMANUFACTURED WOOD ROOF TRUSS SYSTEM SHALL BE THE Tigard, OR RECORD. CONTRACTORS RESPONSIBILITY. 6. GLUED LAMINATED TIMBER BEAMS SHALL BE WESTERN SPECIES WITH THE 2. DESIGN SHALL CONFORM TO THE PROFILES SHOWN ON THE DRAWINGS AND THE FOLLOWING STRENGTH PROPERTIES: REQUIREMENTS OF IBC SECTION 2303.4 AND THE"DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES", TPI-24 AS PUBLISHED BY THE GLUED LAMINATED MEMBERS TRUSS PLATE INSTITUTE. MODULUS 3. TRUSS DESIGNER IS RESPONSIBLE FOR THE DESIGN OF ALL CONNECTIONS TO THE COMBINATION FLEXURAL OF HORIZONTAL SHEAR STRUCTURE REQUIRED TO TRANSFER DESIGN LOADS INTO THE STRUCTURAL SYMBOL USE ELASTICITY STRESS STRESS (PSI) (SPECIES) (PSI) SYSTEM OF THE BUILDING. (PSI) 4. MANUFACTURER SHALL DESIGN AND FURNISH ALL WOOD FRAMING CONNECTIONS 24F-V4 (DF/DF) SIMPLE SPAN 1,800,000 2,400 265 NECESSARY TO TRANSMIT DESIGN LOADS, INCLUDING SEISMIC AND WIND LOADS, TO CANTILEVERED THE BEARING AND SHEAR WALL SUPPORTS. 24F-V8 (DF/DF) OR 1,800,000 2,400 265 5. THE MANUFACTURER SHALL PROVIDE SHOP DRAWINGS SHOWING LAYOUT AND ANY CONTINUOUS DETAILING NECESSARY FOR DETERMINING FIT AND PLACEMENT IN THE STRUCTURE. 6. METAL PLATE CONNECTED TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING 7. GLULAM MEMBERS SHALL BE OF THE FOLLOWING APPEARANCE GRADE(S), UNLESS MINIMUM LOADS AND ANY SNOW DRIFTING/SLIDING SNOW INDICATED ON DRAWINGS: OTHERWISE NOTED ON PLANS: ***FRAMING, INDUSTRIAL,ARCHITECTURAL, PREMIUM*** PREMANUFACTURED WOOD TRUSS LOADING 8. GLULAM MEMBERS NOTED AS "FRR" (FIRE RESISTANCE RATED) SHALL BE LAYED UP LOADING TYPE UNIFORMLY DISTRIBUTED LOAD (PSF) HOLLAND WITH ADDITIONAL TENSION LAMINATION(S)AS REQUIRED TO MEET 1 HOUR FIRE ROOF LIVE LOAD 20 RESISTANCE RATING PER IBC 722.6.3.4. THE QUALITY STAMP ON "FRR" BEAMS SHALL 25 PARTNER INDICATE THAT THE MANUFACTURER HAS MADE THE REQUIRED LAYUP ROOF SNOW LOAD 50 GROUP MODIFICATIONS. ROOF DEAD LOAD TOP CHORD: 10 1111 Main St#500 BOTTOM CHORD: 8 Vancouver, WA 98660 ENGINEERED COMPOSITE LUMBER: NET WIND UPLIFT 10 Phone: 360.649.7888 1. ENGINEERED COMPOSITE WOOD PRODUCTS SUCH AS LAMINATED VENEER LUMBER 7. CONTRACTOR TO VERIFY ALL WEIGHTS AND LOCATIONS OF CONCENTRATED LOADS (MICROLAM), PARALLEL STRAND LUMBER (PARALAM),AND LAMINATED STRAND DUE TO ROOF TOP MECHANICAL UNITS, MECHANICAL PIPING, ELECTRICAL UNITS, SHEET TITLE: LUMBER (TIMBERSTRAND) SHALL BE OF THE SIZE AND TYPE SHOWN ON THE FOLDING PARTITIONS AND OTHER CONCENTRATED LOADS PRIOR TO TRUSS DRAWINGS, MANUFACTURED BY TRUS-JOIST OR AN APPROVED EQUAL. FABRICATION. 2. MEMBERS SHALL HAVE THE FOLLOWING MINIMUM DESIGN PROPERTIES: 8. TRUSS MANUFACTURER SHALL DESIGN ALL DRAG TRUSSES AND DRAG STRUTS FOR GENERAL THE FOLLOWING: ENGINEERED COMPOSITE LUMBER A. SHEAR LOADS AS INDICATED ON THE PLANS AND NOTES STRUCTURAL COMPOSITE LUMBER TYPE MODULUS OF ALLOWABLE FLEXURAL B. DRAG TRUSSES TO COLLECT LOAD ALONG THE TOP CHORD AND TRANSFER TO ELASTICITY (PSI) STRESS (PSI) THE BOTTOM CHORD THROUGH WEB MEMBERS NOTES LSL 1,500,000 2,350 C. ALL TOP AND BOTTOM CHORDS TO HAVE CAPACITY OF TRANSFERING SHEAR LVL 1,900,000 2,600 LOADS THROUGH SPLICES. CONTINUED PSL 2,000,000 3,100 9. THE TRUSS MANUFACTURER SHALL SUBMIT DESIGNS, SHOP DRAWINGS AND CALCULATIONS BEARING THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED FOR REVIEW AND NOTE: APPROVAL. FLEXURAL STRESSES NOTED ABOVE ARE FOR 12" DEEP MEMBERS. DEEPER 10. DEFLECTION OF MEMBERS DUE TO DESIGN LOADS SHALL NOT EXCEED THE MEMBERS SHALL BE DESIGNED FOR REDUCED STRESSES PER THE FOLLOWING (UNLESS NOTED OTHERWISE): MANUFACTURER'S REQUIREMENTS. ROOFS: LIVE LOAD - 1/240 OF SPAN, TOTAL LOAD - 1/240 OF SPAN 11. DESIGN, SHOP DRAWINGS AND CALCULATIONS SHALL INCLUDE THE FOLLOWING INFORMATION: A. DEFLECTION DESIGN CRITERIA B. LIVE, SNOW, DEAD, WIND, SEISMIC AND MECHANICAL DESIGN LOADS C. ERECTION AND PLACEMENT CRITERIA D. DETAILS OF ALL BRIDGING, BRACING, STIFFENERS, BLOCKING AND CONNECTIONS E. LOCATION AND FRAMING FOR ALL EQUIPMENT LOADS OVER 500 LBS F. LOCATION AND FRAMING FOR ALL SUSPENDED WALLS AND EQUIPMENT 12. LOWER CHORDS SHALL BE CAMBERED TO PROVIDE FOR DEAD LOAD DEFLECTION AT GYPSUM BOARD CEILINGS. 13. DO NOT NOTCH OR DRILL TRUSS MEMBERS WITH OUT APPROVAL OF THE TRUSS MANUFACTURER AND THEIR ENGINEER. DRAWN BY: DATE ISSUED: 12/11/15 0 1 0 O u 2 co' c x m N E v `ro rn H v co c it 0 E m S102 o SHEET: E LRSArchrrects,Inc.© 2015 U-, 0 STATEMENT OF SPECIAL INSPECTION: LrS TABLE 2 TABLE 6 REQUIRED STRUCTURAL SPECIAL INSPECTIONS REQUIRED SPECIAL INSPECTIONS FOR WIND RESISTANCE ARCHITECTS INSPECTION INSPECTION 720 NW Davis 503.221.1121 t SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY REMARKS SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY REMARKS Suite 300 503 221.2077 EL REFERENCE REFERENCE CONTINUOUS PERIODIC REFERENCE REFERENCE CONTINUOUS PERIODIC FABRICATORS NAILING, BOLTING,ANCHORING AND OTHER Portland OR 97209 www.Irsarchitects.com SPECIAL INSPECTIONS ARE NOT REQUIRED FASTENING OF COMPONENTS WITHIN THE FOR WOOD SHEAR WALLS AND DIAPHRAGMS SPECIAL INSPECTION IS REQUIRED FOR MAIN WINDFORCE-RESISTING SYSTEM, 1705.10.1 X(a) WHERE THE FASTENER SPACING IS MORE R� C T UR STRUCTURAL LOAD-BEARING MEMBERS AND INCLUDING WOOD SHEAR WALLS,WOOD 1704.2.5 X ASSEMBLIES FABRICATED ON THE PREMISES THAN 4 INCHES ON CENTER OR FOR -� DIAPHRAGMS, DRAG STRUTS, BRACES AND COLD-FORMED CONSTRUCTION WHERE THE PRO T-4,A FABRICATOR'S SHOP. HOLD-DOWNS / F�tiD Ftp SHEATHING IS GYPSUM BOARD, FIBERBOARD, � sS. THE SPECIAL INSPECTOR SHALL VERIFY THAT FIELD GLUING OPERATIONS OF ELEMENTS OR WOOD STRUCTURAL PANEL OR STEEL 4-'(:;154 G I NES /0 THE FABRICATOR MAINTAINS DETAILED OF THE MAIN WIND-FORCE-RESISTING 1705.10.1 X SHEET ON ONE SIDE ONLY AND FASTENER c.';','' FABRICATION AND QUALITY CONTROL SYSTEM. SPACING IS MORE THAN 4"O.C. r ' 1704.2.5.1 PROCEDURES AND SHALL REVIEW FOR --maw - COMPLETENESS AND ADEQUACY RELATIVE TO SPECIAL INSPECTIONS ARE REQUIRED FOR Jr THE CODE REQUIREMENT, WELDING OPERATIONS OF ELEMENTS OF THE • MAIN WIND FORCE-RESISTING SYSTEM. -- Tr 'OREGON 17i--.7SPECIAL INSPECTIONS REQUIRED BY SECTION SPECIAL INSPECTION IS REQUIRED FOR . 'Y G ° , 1705 ARE NOT REQUIRED WHERE THE WORK IS COLD-FORMED STEEL LIGHT-FRAME SCREW ATTACHMENT, BOLTING,ANCHORING Er 25 �9V DONE ON THE PREMISES OF A FABRICATOR CONSTRUCTION 1705.10.2 X(a) AND OTHER FASTENING OF COMPONENTS DD FABRICATORS REGISTERED AND APPROVED TO PERFORM liZ WITHIN THE MAIN WIND-FORCE-RESISTING DEA SUCH WORK WITHOUT SPECIAL INSPECTION. SYSTEM, INCLUDING SHEAR WALLS, BRACES, APPROVAL SHALL BE BASED UPON REVIEW OF DIAPHRAGMS,COLLECTORS AND HOLD EXPIRES 12-31-15 THE FABRICATOR'S WRITTEN PROCEDURAL DOWNS. AND QUALITY CONTROL MANUALS AND 1704.2.5.2 PERIODIC AUDITING OF FABRICATION ROOF CLADDING AND WALL CLADDING 1705.10.3 X(a) PRACTICES BY A NATIONALLY RECOGNIZED ACCREDITING AUTHORITY. AT COMPLETION OF FABRICATION,THE APPROVED FABRICATOR CONSULTANT: SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE BUILDING OFFICIAL STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. CONCRETE SPECIAL INSPECTIONS APPLY TO ANCHOR PRODUCT NAME, TYPE,AND DIMENSIONS, •. HOLE DIMENSIONS, COMPLIANCE WITH DRILL INSPECTION OF ANCHORS INSTALLED IN 1909.1 ACI 318: X BIT REQUIREMENTS,CLEANLINESS OF THE HARDENED CONCRETE TABLE 1705.3 3.8.6, 8.1.3,21.1.8 HOLE AND ANCHOR,ADHESIVE EXPIRATION DATE,ANCHOR/ADHESIVE INSTALLATION, ANCHOR EMBEDMENT,AND TIGHTENING TORQUE FROELICH REFER TO STEEL FOR WELDING 1705.2.2.1.2ENGINEERS ? WELDING REINFORCING STEEL ACI 318: 3.5.2 X REQUIREMENTS 1903.1 AWS 01.4 TABLE 17052.2, ITEM 2b Portland: (503)624-7005 Bend: (541)383-1828 1)VERIFICATION OF WELDABILITY TABLE AWS D1.4 Froelich Ersg9neers.com REINFORCING STEEL OTHER THAN ASTM A 1705.2.2 ACI 318: SECTION 3.5.2 X JOB#15 T084 706 CAD-5 3)SHEAR REINFORCEMENT TABLE AWS D1.4 X 1705.2.2 ACI 318: SECTION 3.5.2 4)OTHER REINFORCING STEEL TABLE AWS D1.4 X 1705.2.2 ACI 318: SECTION 3.5.2 PLACEMENT OF BOLTS INSTALLED IN TABLE ACI 318: 1.3.2.0 CONCRETE WHERE ALLOWABLE LOADS 1705.3 AC! 318: 8.1.3 X ALL BOLTS VISUALLY INSPECTED HAVE BEEN INCREASED OR WHERE 1908.5 ACI 318:21.1.8 STRENGTH DESIGN IS USED 1909.1 ACI 318-APPENDIX D TABLE 1705.3 VERIFYING USE OF REQUIRED MIX 1904 ACI 318: CHAPTER 4 X DESIGN(S) 1904.2 ACI 318: 5.2-5.4 1910.2 1910.3 CONCRETE PLACEMENT TABLE ACI 318: 1.3.2.D X 1705.3 ACI 318:5.9-5.10 TABLE PROJECT NUMBER: 215079 CONCRETE!SHOTCRETE CURING 1705.3 ACI 318: 5.11-5.13 X 1910.9.1-3 Tigard Apartments STEEL REFER TO INSPECTION OF FABRICATOR REQUIREMENTS FABRICATION OF STRUCTURAL ELEMENTS 1704.2.5.2 AISC 360 N2 X 135th and Scholls Ferry, APPROVAL BASED ON NATIONALLY RECOGNIZED ACCREDITING AUTHORITY Tigard, OR ASTM A6 ASTM STANDARDS SPECIFIED IN MATERIAL VERIFICATION OF STRUCTURAL 1705.2.1 CONSTRUCTION STEEL 2203.1 DOCUMENTS X CERTIFIED MILL TEST REPORTS TABLE 1705.2 AISC 360 N3.2 AISC 360 A3.1 AISC 360 M5.5 FOR OTHER STEEL, IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AISC 360 N3.2 MATERIAL VERIFICATION OF WELD FILLER TABLE 1705.2 AISC 360 A3.5 X MANUFACTURER'S CERTIFICATE OF METALS APPLICABLE AWS A5 COMPLIANCE I 4 DOCUMENTS COMPLETE AND PARTIAL JOINT TABLE 1705 2 AWS D1.1 X ALL WELDS VISUALLY INSPECTED PER AWS PENETRATION GROOVE WELDS SECTION 6 D1.1 6.9 MULTIPASS FILLET WELDS HOLLAND SINGLE PASS FILLET WELDS GREATER THAN TABLE 1705.2 AWS 01.1 X ALL WELDS VISUALLY INSPECTED PER AWS P A R T N E R 5116" SECTION 6 D1.1 6.9 • PLUG AND SLOT WELDS TABLE 1705.2 AWS D1.1 X ALL WELDS VISUALLY INSPECTED PER AWE GROUP SECTION 6 D1.1 6.9 1111 Main St#500 SINGLE PASS FILLET WELDS LESS THAN OR TABLE 1705.2 AWS 01.1 X ALL WELDS VISUALLY INSPECTED PER AWS Vancouver, WA 98660 EQUAL TO 5116" SECTION 6 D1.1 6.9 Phone: 360.649.7888 FLOOR AND ROOF DECK WELDS TABLE 1705.2 AWS D1.3 X ALL WELDS INSPECTED PER AWS D1.3 7.1 SECTION 7 MATERIAL VERIFICATION OF REINFORCING TABLE 1705.2 ACI 318: 3.5.2 SHEET TITLE: X CERTIFIED MILL TEST REPORTS STEEL FOR WELDING 1705.2.2.1.2 AWS D1.4 �f WELDING REINFORCING STEEL IN SHEAR TABLE 1705.2 ACI 318: 3.5.2 X ALL WELDS VISUALLY INSPECTED PER AWS S TA TE!'InA E!f T OF WALL BOUNDARY ELEMENTS 1705.2.2.1.2 AWS D1.4 D1.4.7.5 WELDING SHEAR REINFORCEMENT TABLE 1705.2 AC!318: 3.5.2 X ALL WELDS VISUALLY INSPECTED PER AWS SPECIAL 1705.2.2.1.2 AWS D1.4 D1.4.7.5 WELDING REINFORCING EXCEPT AS NOTED TABLE 1705.2 ACI 318: 3.5.2 X Il ■S! FCTIO ■S OTHERWISE 1705.2.2.1.2 AWS D1.4 VERIFICATION OF FRAME JOINT DETAILS INCLUDING MEMBER AND COMPONENT TABLE 1705.2 AISC 360 N5.7 X(a) LOCATIONS. BRACING,AND STIFFENERS AISC 360 N3.2 AISC 360 A3,4 MATERIAL VERIFICATION OF ANCHOR BOLTS ASTM STANDARDS X MANUFACTURER'S CERTIFIED TEST REPORTS AND THREADED RODS SPECIFIED IN CONSTRUCTION DOCUMENTS VERIFYING USE OF PROPER WPS'S AISC 360 N3.2 COPY OF WELDING PROCEDURE SPECIFICATIONS VERIFYING WELDER AND WELDING 1705.2.2.1 X COPY OF QUALIFICATION CARDS INSPECTOR QUALIFICATIONS ICC EVALUATION INSTALLATION OF COMPOSITE SLAB 1705.1.1 REPORT ASCE X SPECIAL INSPECTIONS APPLY TO DECKING DECKING TYPE, DEPTH, GAGE,AND FASTENING 9 CHAPTER 3 SPECIAL INSPECTIONS APPLY TO DECKING ICC EVALUATION TYPE, DEPTH AND GAGE, POWER ACTUATED INSTALLATION OF ROOF DECKING 1705.1.1 REPORT X FASTENERS, SCREWS, PROPRIETARY SIDE SEAM ATTACHMENTS, BUTTON PUNCHES AND SHEAR CONNECTORS CONTINUOUS INSPECTION IS NOT REQUIRED WELDING STUDS EXCEPT AS NOTEDX WHEN WELDS INSTALLED WITH AN OTHERWISE AUTOMATICALLY TIMED STUD WELDING AISC 360 N6 MACHINE PER SECTION 7 OF AWS D1.1 (ONLY AWS D1.1 SECTION 7 PERIODIC), 1705.2(3) WELDING STUDS IN STRUCTURAL DIAPHRAGMS X ALL WELDS VISUALLY INSPECTED PER AWS D1.1 7.8.1 WELDING STAIR AND RAILING SYSTEMS 1705.2(2.5) AWS D1.1 SECTION 6 X ALL WELDS VISUALLY INSPECTED PER AWS DRAWN BY: D1.1 6.9 3 WOOD DATE ISSUED: 12/11/15 a rn 0 FABRICATION OF PREFABRICATED l STRUCTURAL ELEMENTS REFER TO INSPECTION OF FABRICATOR 1705.5 X m o iS 1. FABRICATION OF HIGH-LOAD REQUIREMENTS o DIAPHRAGMS: a U 1705.5.1 A.VERIFY STRUCTURAL PANEL GRADE AND X THICKNESS TABLE 0 2306.2(2) c 1705.5.1 9 B.VERIFY NOMINAL SIZE OF FRAMING X i MEMBERS AT ADJOINING PANEL EDGES TABLE E 2306.2(2) 8 m C.VERIFY NAIL OR STAPLE DIAMETER AND 1705.5.1 ro LENGTH, NUMBER OF FASTENER LINES AND C' SPACING BETWEEN FASTENERS IN EACH TABLE X r g LINE AND AT EDGE MARGINS 2306.2(2) 0 SPECIAL INSPECTIONS APPLY TO HOLDOWN 61- PREFABRICATEDiii WOOD SHEAR PANELS 1705.5 ICC EVALUATION X ANCHOR SIZE AND PLACEMENT. INCLUDING 0 1704.2.5 REPORT EMBEDMENT LENGTH, SPACING,AND EDGE 5 DISTANCE a n VERIFY THAT TEMPORARY AND PERMANENT E METAL-PLATE-CONNECTED WOOD TRUSSES 1705 5 2 RESTRAINT/BRACING ARE INSTALLED IN o SPANNING 60 FEET OR GREATER ACCORDANCE WITH APPROVED TRUSS SHEET: SIO3 m SUBMITTAL g. Architects,Inc.0 rn 2015 N ` U,Y O a U J LL O ?� Z w 11J H w to -}- BOLT DIAMETER+3/,6"x1%"LONG L rS DIAGONALLY SLOTTED HOLE HOLE i I ��` 1 \ � CENTERED W PL N \ EDGE OF ROUGH OPENING I I i NOTE: ARCHITECTS OR CORNER OF BUILDING I NOTE: POST OR DBL STUD ABOVE PLYWOOD SHEATHING PER , �'3 1. CONTRACTOR MAY USE PLATE 720 NW Davis 503.221.1121 I TYPICAL HEADER BEARING SHEAR WALL SCHEDULE WASHER OPTION A OR B • I CONDITION W/(1)CRIPPLE MAX&(1) $ .� 2. PLATE WASHER MUST BE HOT Suite 300 503 221.2077 "� KING STUD NEED NOT COMPLY WITH EDGE NAILING PER SHEAR DIPPED GALVANIZED i . . I I THIS DETAIL. • • WALL SCHEDULE 3. STANDARD CUT WASHER Portland OR 97209 www.Irsarchitects.com HOLDOWN POST PER , 11,reIMMINIVAMMEWAIMSVAMMIliAMP1/741M1147/I1e. STAGGER NAILS 3„ REQUIRED BETWEEN PLATE PLANWASHER&NUT SHEAR WALLSHEATHING iy0 VERTICAL GRAINED 10IFF"-------7 PROVIDE STANDARD CUT UR y^GALVANIZED PLATE RUCT1SQLID FIELD CUT EDGE NAILING I WASHERWASHER&NUT WASHER C ---ti� PROF BLOCK TO FACE OF 1..:W-. �•"-- , R ESs, WALL(MATCH WIDTH I,- 1 ti� •G[NE. /0 SIMPSON HOLDOWN CONTINUOUS RIM JOIST OF POST ABOVE) U ti i 2 PER SHEAR WALL I S RUN PLYWOOD PAST HOEDOWN PER PLAN& lb STANDARD PLATE WASHER-OPTION B4 154 ,ter SCHEDULE 3I3 r ADJACENT WALL SCHEDULE I� S104 SCALE: 3"= I-0" i� -� POST OR CRIPPLEI KING 15-1084 `! �\ OREGON ,� FLOOR JOIST BEYOND 2x STUDS @ 16"OC 16d @ 4"00 STUDS PER PLAN HOLDOWN AND SILL BOLT DIAMETER+ ��Y 25 �g� Aii/ BEAM SCHEDULEI� 6 DIA �j►� nZ ,/,„ ANCHORS PER SHEAR � POST OR DBL STUD BELOW HOLE CENTERED IN PL ''11�gf! MARK BEAM SIZE COLUMN TYPE WALL SCHEDULE. \ = (MATCH SIZE UNO)ALIGNED \ DEQ (UNO) HANGERS COMMENTS NOTE: SOME A.BOLTS MAY \ W/POST ABOVNOTE: EXPIRES 12-31-15 ti� BE EMBEDED INTO a °� II. 1. CONTRACTOR MAY USE PLATE B1 1 314"x 11 7/8" LVL (2)2x STUD SIMPSON MIU 1.81/11 - FOOTING SEE HOLDOWN i ° a a a a d "' WASHER OPTION A OR B SIMPSON BA1.81/11.88(MAX) SCHEDULE ° a 2. PLATE WASHER MUST BE HOT SIMPSON HHUS410 OR ° ' `~ O ° o PLAN VIEW \ DIPPED GALVANIZED ii B2 3 1/2"x 11 718" PSL 4x6 DF#2 - ° a 4 3. STANDARD CUT WASHER NOT SIMPSON HWU3.51/11.88 G Q .h a a SIMPSON HUS210 2 OR ° d RI QUIRED CONSULTANT: B3 PT DBL 2x10 HE#2 (2)2x STUD - ° • SIMPSON HU210-TF "� a G ° 3" / / 4"GALVANIZED PLATE B4 PT 6x10 HE#2 PT 6x6 HF#1 SIMPSON HUC410 OR WASHER SIMPSON HW410 - PROVIDE AN ADDITIONAL FOUNDATION WALL DOWEL ADJACENT TO HOLDOWN PER HOLDOWN SCHEDULE B5 5 1/4"x 11 718" PSL 6x6 DF#1 SIMPSON HHUS5.50/10 OR 11 1 SHEAR WALL & HOEDOWN AT FOUNDATION 7 CONTINUOUS POST LOAD PATH (-3 HOEDOWN AT ADJOfNING SHEAR WALL 1a-- STANDARD PLATE WASHER-OPTION A SIMPSON GLTV5.511 SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1.-0" 5104 SCALE: 3" = 1`-0" °v= B6 7"x 11 7/8"2.2E PSL 6x6 DF#1 SIMPSON HGUS 7.25/12 OR Fb=3200 PSI S104 15 To84 S104 15-1084 8104 15 1084 15 1084 t ' SIMPSON HGLTV411.88-2 B7 6x10 DF#1 (3) 2x6 SIMPSON GLT6 KEYED NOTES B8 PT 6x12 HF#1 PT 6x6 HF#1 SIMPSON GLT6 1 4x6 DF#2 POST UNDER END OF BEAM. B9 4x8 DF#1 (2)2x STUD SIMPSON HW48 2 4x8 DF#2 POST UNDER END OF BEAM. • CRIPPLE STUDS ABOVE FRO_ ELIC H B10 4x10 DF#1 (3) 2x STUD SIMPSON HW410 1= \=TT_ == HEADER TO MATCH ENGINEERS 3 4x10 DF#2 POST UNDER END OF BEAM. FILLER STUDS AS REQ'D CRIPPLES STUDS BELOW Portland: (503)624-7005 611 4x12 DF#1 (3)2x STUD SIMPSON GLT4 1 I'I Ii L - SIMPSON MSTA48 STRAP CENTERED AT DBL TOP PL SPLICE. DOUBLE TOP PL I I 1 IDOUBLE TOP PL Bend: (541)383-1828 B12 5 1/2"x 9 112" GL (3)2x6 STUD SIMPSON GLT6 PT GLULAM AT EXT 1 p Froelich-Engineers.com EXPOSURE 5 (2)2x4 DF#2 POST UNDER END OF BEAM. H 1 I'I I'I ILEDGE NAILING PT GLULAM AT EXT 6 I il I I II I I A JO CAD-5084 B13 5 1/2" x 10 1/2" GL (3)2x6 STUD SIMPSON GLT6 (3)2x4 DF#2 POST UNDER END OF BEAM. I 1 I 2x FLAT $p$ Ami O EXPOSURE 7 14'-0" SIMPSON CS16 COIL STRAP ON TOP OF FLOOR SHEATHING TO I-JOIST BLK'G SIMPSON HGUS5.5/14 OR PANEL JOINTS TO BE I I I I I I I BLOCKING ATKH WALL STUDS B14 5 1/2"x 9" GL (3)2x6 STUD BETWEEN FLOOR JOIST &TO DBL TOP PL's AS SHOWN ON PLANS. CENTERED ON STUDS ••I El _ . - PANEL EDGES SIMPSON HGLTV5.5/14 HEADER REF PLAN 8 DBL JOIST ALIGNED W/WALL. EDGE NAIL FLOOR SHEATHING TO DBL JOISTS. II ii ALTERNATE B15 6x8 DF#1 (3)2x6 STUD SIMPSON HW 68 I' H 1\\\� 1.1 1.1 N. WALL SHEATHING ANCHOR BOLT 9 MST37 HORIZONTAL TIE SIDE OF TOP PL TO SIDE OF DBL I-JOIST/BEAM PER DETAIL SIMPSON A35 AT REF PLAN BEAM SPECIFIC NOTES: 515500 OR DETAIL 13/S500. 1 \ I I I IAii EDGE NAILING (2) 16d FACE NAILS EACH CORNER PL WASHER PERIIIIIIImp,,-"IIIIIIIIIIWAIAS SHOWN STAGGER HORIZONTALillf @ 16"OC-TYP AT 1a/S102- 1. HANGERS ARE TO BE USED AT LOCATIONS WHERE THE BEAM FRAMES INTO AN ADJACENT BEAM ONLY. 10 LSTA24 HORIZONTAL TIE SIDE OF TOP PL's TO SIDE OF JOIST PER DETAIL 5/S500 PANEL JOINTS I'I II 1 \ I'I I SHEAR PANEL BUILT UP STUDS OPENING WIDTH ' ALTERNATE AS I I I I \ I I r PER SHEAR AT OPENING / / 1/2" MAXSHOWN 11 (2) 2x6 UNDER END OF BEAM. H \ IPPLE FROM WALI I II JI II. WALL SCHEDULE KING STUDS) / / ySRUD(SjSHTYP IN e3x SILL PL SHEAR WALL SCHEDULE 12 ALIGN JOIST W/WALL AS SHOWN ON DRAWINGS & EDGE NAIL FLOOR SHEATHING TO �^ VI I 2x STUDS @ 16" f JOIST FULL JOIST LENGTH. 1'I- ► � I �i FOUNDATION SHEATHING & SOLE PL CONN MUD SILL AND ANCHOR 13 EMBED BEAM INTO WALL PER DETAIL 21/S501. 1'7•• r -e 711 I II It - ' REF PLAN TYPE COMMENTS l I-I El II I H AS SHOWNON A35 ��._ FIELD NAILING AS 112" MAX 1111111Fli NAILING TO DBL TOP PL BOLTS (REF NOTE 6) 14 (3)2x6 DF#2 UNDER END OF BEAM. (NOT REQ'D FOR ANCHOR BOLT FROM WALi L SILL PLATESMill f1 ' IL SILL PL (ANCHORAGE OPENING WIDTHS REF PLAN SHEATHING IP PROJECT NUMBER: 215079 15/32"APA RATED 15 6x6 DF#1 UNDER END OF BEAM. I I I H IJ I'I ILPER SCHEDULE/NOTES) I _ LESS THAN 6'-6") TYP EDGE NAILING ' 4 SHTG (1) SIDE WI 10D SIMPSON SDS 114 X 2X SILL PL W15/8" DIA AB @ 48" OC 16 18'-0"SIMPSON CS16 COIL STRAP ON TOP OF FLOOR SHEATHING TO I-JOIST BLK'G I I I I I IJ / I I I (TYPICAL) A NAILS @ 6" OC 6" SCREW 18" OC BETWEEN FLOOR JOISTS &TQ TOP OF DBL TOP PL's AS SHOWN ON PLANS. U I I I \� L Jay _, ' EDGES AND 12" OC @ (EMBEDMENT = 7") /L . _ L _h1 LI I IIA-QTigard Apartments FIELD 17 SIMPSON LSTA24 ON TOP OF FLOOR SHEATHING TO I-JOIST &TO TOP PLATES. SPLIT STRAP EQUALLY AT JOIST&TOP PLATE INTERSECTION. !L _ 4- - -1• . - • - "zzSILL PL 15/32"APA RATED 18 SIMPSON HUC FACE MOUNT HANGER NAILED TO 4x6 IN WALL. NOTE: MINIMUM SHTG (1) SIDE W/ 100 SIMPSON SOS 1/4 X 3X SILL PL W/5/8" DIA AB 32" OC B NAILS @ 4" OC @ DIMENSION OF SHEAR 135th and Scholls Ferry, EDGES AND 12" OC 6" SCREW @ 12"OC (EMBEDMENT = 7") 19 PROVIDE (2) CMSTC16 COIL STRAPS AT STEP IN BUILDING PER DETAIL 321S501. PANEL SHALL BE 24" Tigard, OR FIELD 20 DBL 2x10 JOIST AT EDGE OF STAIR. 15/32"APA RATED 21 PT 4x6 POST. SHTG (1)SIDE W/ 10D SIMPSON SDS 1/4 X 3X SILL PL W/5/8" DIA AB @ 24" OC I `� TYPICAL HEADER CONSTRUCTION C NAILS © 3" OC 6" SCREW @ 9" OC (EMBEDMENT = 7") REF NOTE 9 22 POST TO ALIGN WITH POST ABOVE. �6 SHEAR PANEL ELEVATION 1 c- ANCHOR BOLT PLACEMENT-DOUBLE SIDED SHEAR WALLS EDGES AND 12"OC 23 SIMPSON SKEWED FACE MOUNTED HANGER. SCALE: 3/8" = 1'-0" I SCALE: 1" = 1'-0" SCALE: 3" = 1'-0" FIELD S104 15-T084 / 15-T084 5104 SHEAR WALL GENERAL NOTES (APPLICABLE TO ALL SHEAR WALL TYPES): 24 SIMPSON HUS210-2TF HANGER. 15-1084 1. IF ANCHOR BOLT SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL (1)ANCHOR WITHIN 12" OF 25 PT 2x10 HF#2 © 24" OC EACH END AS PER OSSC SECTION 2308.6. 26 2x6 DF#2 @ 24" QC 2. REFERENCE PLANS FOR FRAMING REQUIREMENTS AT WOOD BEARING WALLS AND SHEAR WALLS. TOP PLATE SPLICE 16d NAILS8"OC 27 2x10 DF#2 JOISTS TYP AT CORRIDORS UP TO 8'-0" SPAN @ 16" OC UP TO 10'-6" SPAN / / @ SHEAR WALL FRAMING TO BE 16"OC UNLESS NOTED OR DETAILED OTHERWISE ON PLANS. LESS THAN 4'-0" STAGGERED(TYP) © 12" OC UP TO 13'-0" SPAN (2)2x10 DF#2 @ 12" OC 3. SHEAR WALLS ARE TO BE BLOCKED AT ALL PANEL EDGES UNLESS NOTED OR DETAILED OTHERWISE. DBL TOP PL/ FLOOR BOUNDARY NAILINGL 14 28 MAX 2 1/2" NORMAL WEIGHT CONCRETE OVER 3/4" SPA RATED SHEATHING. DRAG STRUT FRAMING TO BLOCKING / C' °• °• .o a 4. ALL NAILS STATED ARE COMMON NAILS UNLESS NOTED OTHERWISE. 100 GALVANIZED BOX NAILS SHALL AT EXTERIOR DRAG STRUT 1 BE SUBSTITUTED FOR THE 10D COMMON NAILS INTO THE PT SILL PLATE. 29 EMBED BEAM INTO WALL REF DETAIL 20/S500. / 10D COMMON = 0.148"X 3" 30 ALIGN DRAG TRUSS W/WALL & DESIGN FOR 2000 LBS SHEAR. - SIMPSON MSTA30 STRAP HOLLAND 10D GALVANIZED BOX= 0.128" 31 ALIGN DRAG TRUSS W/WALL& DESIGN FOR 3000 LBS SHEAR.X 3" I•I I CENTERED ON ALL DBL TOP 1/2" MAX PARTNER I I I I I I PL SPLICES(TOP& BOTTOM F A FROM WALL/ GROUP 16D COMMON = 0.162"X 3-1/2" PLYWOOD PLATES) 32 DESIGN TRUSS FOR 3000 LBS SHEAR. `�I I SHEATHING SHEATHING 16D GALVANIZED BOX= 0.135"X 3-1/2" FIELD I 2x STUDS TYP I I \ I I I WALL STUDS / 1111 Main St#500 33 DESIGN TRUSS FOR 2000 LBS SHEAR. / 5. LTP4 CLIPS SHALL BE INSTALLED W/(12) 8D COMMON NAILS. NAILING LI I I PER PLAN , / Vancouver, WA 98660 34 SIMPSON HTS20 TWIST STRAP TO TOP OF TOP PLATES & SIDE OF DRAG TRUSS. / II I Phone: 360.649.7888 6. ANCHOR BOLTS SHALL BE GALVANIZED AND SHALL HAVE A 114'•X3"X3" GALVANIZED PLATE WASHER BOUNDARY- / I I --% I I WALL BETWEEN THE SILL PL AND NUT. REFERENCE DETAILS 11S102 FOR PLACEMENT REQUIREMENTS OF AB AND NAILING TO • 5b DBL TOP PL SPLICE-STRAP SHEATHING PER PL WASHER. 35 (2) 2x4 DF#2 STUDS @ 16" OC IN INTERIOR BEARING WALL. BLOCKING I I I I PLAN / 7. PENETRATIONS GREATER THAN 4"WIDE AND 4"TALL IN THE SHEATHING OF SHEAR WALLS SHALL NOT 36 USE 2x4 DF#2 STUDS @ 12" OC ON EACH SIDE OF PARTY WALL. DRAG I . 5104 SCALE: 10841" = 1'-0" SHEET TITLE: OCCUR UNLESS APPROVED BY THE ENGINEER OF RECORD. PNETRATIONS SMALLER THAN 4"WIDE AND 4" STRUT I I 1 FROM WAL PL WASHER PER / TYPICAL DETAILS TALL SHALL BE BLOCKED ABOVE AND BELOW(STUD-TO-STUD)AND EDGE NAILED. 37 2x4 DF#2 STUDS @ 12" OC IN INTERIOR BEARING WALL. • I ' STAGGER SHEATHING 3x1a/S102ILL 3x SILL PL I , HORIZONTAL 4'-0" MINIMUM TYP 8. REFERENCE THE HOLDOWN SCHEDULE OR CONTINUOUS THREADED ROD HOLDOWN SCHEDULE I PANEL JOINT: FOUNDATION AND SCHEDULES (WHICHEVER APPLIES) FOR END POST REQUIREMENTS AT EACH END OF SHEAR WALLS. PROVIDE PANEL IA W/(16)-16d NAILS AS SHOWN (EQ SPACED) I'- r PER PLAN EDGE NAILING TO END POSTS. II 1 f i r r T A L NOTES SPECIFIC TO SPECIFIED SHEAR WALL TYPES: - I ANC P�R PLAN 9. FRAMING ALONG ADJOINING PANEL EDGES SHALL BE 3X NOMINAL OR GREATER AND NAILS SHALL BE NOTE: USE BOUNDARY B STAGGERED. ALTERNATIVELY, (2)2X'S ARE ACCEPTABLE FOR FRAMING ALONG ADJOINING PANEL EDGES NAILING AT ALL CONTINUOUS I r DOUBLE TOP PLi=..._,i=..._, ti I ti � (NAIL(2) 2X'S TOGETHER W/ 16D @ 4" OC STAGGERED). INTERIOR SHEAR ; y WALLS AND DRAG y A-A STRUTS, UNO n 2x STUDS HOLDOWN SCHEDULE -V- MARK I HOLDOWN ATTACHMENT TO FRAMING ATTACHMENT TO FOUNDATION UNO HOLDOWN POST COMMENTS MEMBER ON PLANS OR DETAILS NOT REQUIRED 9 HORIZONTAL ROOF & FLOOR DIAPHRAGM 5a DBL TOP PL SPLICE-NAILED 1d ANCHOR BOLT PLACEMENT-SINGLE SIDED SHEAR WALLS (11) 16D NAILS @ TOP & BOTTOM. PROVIDE A#4 DOWEL WITH _ 1 SIMPSON MST37 (CENTER STRAP ON FLOOR CAVITY (2)2x DF STUDS STANDARD HOOK INTO FTG 5104 .TEAL- 3,8" = 1,-," 5-T084318 = 1 0 S104 S5-TO$41 = 1'-0 5104 SCALE: 3"= 1'-0" (22)TOTAL NAILS) AT STEM WALLS (17) 16D NAILS @ TOP & BOTTOM. PROVIDE A#4 DOWEL WITH 2 SIMPSON MST48 (CENTER STRAP ON FLOOR CAVITY (2)2x DF STUDS STANDARD HOOK INTO FTG (34)TOTAL NAILS) AT STEM WALLS HOLDOWN PER PLAN @ HOLDOWN - SCHED CMST14 COIL STRAP X (33) 16D NAILS @ TOP & BOTTOM. PROVIDE A#5 DOWEL WITH 2x STUDS @16"OC --\ CRIPPLE STUD(S)PER PLAN& 3 78" LONG (CENTER STRAP ON FLOOR CAVITY (2) 2x DF STUDS STANDARD HOOK INTO FTG (66) TOTAL NAILS) AT STEM WALLS \ POST OR DOUBLE STUDS AT USE A 5/8" DIA ASTM A36 THREADED ROD EACH END OF SHEAR WALL, iiiiiirEri OPENING PER PLAN PROVIDE A#5 DOWEL WITH SEE PLANS& HOEDOWN SCHEDjr POST PER HOLDOWN 4 SIMPSON HDU5 (14) 1/4"DIA x 2 1/2" SIMPSON SDS 4x6 DF POST A.B. EMBEDDED 8" INTO FTG WITH A 114"x1 STANDARD HOOK INTO FTGH �._„_,,..,� SCHEDULE SCREWS 1/2" x 1 1/2" PLATE WASHER BETWEEN DBL AT STEM WALLS Q n EDGE NAILING PER , 16d NAILS @ 4"OG NUT @ BOTTOM OF THREADED ROD SOLE PL SHEAR WALL SHEATHING PER PLAN STAGGER SHEAR WALL SHEAR WALL SCHED w &SHEAR WALL SCHED(MAY REQD EDGE NAILING TO _ USE A 7/8" DIA THREADED ROD EMBEDDED PROVIDE A#6 DOWEL WITH ON BOTH SIDES OF WALL) HOLDOWN POST EDGE OF CONC 1.� I:r DRAWN BY: (20) 1/4" DIA x 2 1/2" SIMPSON SOSSIMPSON HOEDOWN - FLOOR JOIST(JOISTS MAY RUN �NIQII' 5 SIMPSON HDQB (3)2x DF STUDS 10" INTO FTG WITH A 318"x1 112"x1 1/2" STANDARD HOOK INTO FTG 11Mi� SCREWS PLATE WASHER AT STEM WALLS STRAP, SEE PLANS& . IN EITHER DIRECTION) 5"MIN o�t DATE ISSUED: 12/11115 UPOST ORRHE HO DOWN POSE CLIJtJD, HOLDOWN SCHED \ ►� USE A 5/8" DIA ASTM A36 THREADED ROD PROVIDE A#5 DOWEL WITH I I • SHEAR WALL 6 SIMPSON HTT4 (18) 16D SINKER NAILS (2)2x DF STUDS A.B. EMBEDDED 8" INTO FTG WITH A 114"x1 STANDARD HOOK INTO FTG (0 6b HOEDOWN AT OPENINGS PER PLANS Li-, 1/2" x 1 1/2"PLATE WASHER BETWEEN DBLINN". AT STEM WALLS O Q �, HOLDOWN PER PLAN & ADDITIONAL STUD AS c� S 104 15 Tfl84 SCHED (USE GREATER OF REQ'D-SEE NOTE a NUT @BOTTOM OF THREADED ROD c� SCALE: 1° = 1' 0 THE (2)HOLDOWNS) BLK'G FOR GYPBOARD NOT ti USE A 5/8"DIA ASTM A36 THREADED ROD \ �- I SHOWN ez 2 PROVIDE A#5 DOWEL WITH 11>�l m 7 SIMPSON HTT5 (26) 16D SINKER NAILS (2)2x DF STUDS A.B. EMBEDDED 8" INTO FTG WITH A 114"x1 STANDARD HOOK INTO FTG HOLDOWN PER PLAN @HOEDOWN NOTE: 1/2"x 1 1/2" PLATE WASHER BETWEEN DBL RIM JOIST SCHED CRIPPLE STUD(S)PER PLAN S NUT @BOTTOM OF THREADED ROD AT STEM WALLS Q O 2x STUDS@16"DC HOLDOWN BOLT TO BE PLACED 5°MIN D FROM EDGE OF CONCRETE.ADD SHEAR WALL D I- DBL TOP PL PER 13/5005(TYP) ADDITIONAL 2x STUD AS REQUIRED& PER PLANS '' NOTE: O a FASTEN TO DBL 2x HOLDOWN POST WI t o1 a 1. FOR BUILT UP HOLDOWN POSTS EACH MEMBER SHALL BE NAILED WITH (2) ROWS 16D COMMONS @ 4"O.0 FULL STUD HEIGHT TO EACH OTHER POST OR DOUBLE STUDS O Millill OPENING PER PLAN 16d @ 4"OC STAGGERED BELOW POST OR DOUBLE Et 2. INSTALL HOLDOWNS AND HOLDOWN ANCHORS PER MANUFACTURER RECOMMENDATIONS. STUDS ABOVE, SEE PLANS& -- --m---� •- - ji PLAN VIEW E \ HOLDOWN SCHED F 3. NAILS ARE TO BE COMMON NAILS UNLESS NOTED OTHERWISE. STAGGER SHEAR WALL n� USE THE GREATER OF THE KING 4. SEE SHEET S102 FOR TYPICAL HOLDOWN INSTALLATION. STUDS OR THE HOLDOWN POST EDGE NAILING BETWEEN o (IF HOLDOWN POST IS MULTIPLE HOLDOWN STUDS N 6. THREADED ANCHOR RODS TO BE ASTM F1554 GRADE 36, A36, OR A307 UNO. STUDS, CRIPPLE STUD MAY BE d USED AS A HOLDOWN STUD) 7. NUTS FOR ANCHOR RODS SHALL BE STANDARD HEX NUTS TYPE ASTM A563-A. E S104 0 8. WASHER FOR ANCHOR RODS SHALL BE ASTM F844. PROVIDE WASHER BETWEEN ALL NUTS AND BASE PLATES. SHEET: 9. ANCHOR BOLTS SHALL NOT BE IN CONTACT WI PRESSURE TREATED (PT)WOOD. PT WOOD PLATES SHALL HAVE OVERSIZED HOLES 114" MINIMUM & 318" MAXIMUM LARGER 100 HOEDOWN STRAP - UPPER WALL TO LOWER WALL HOEDOWN AT OPENING 2 HOEDOWN AT ADJOINING SHEAR WALL LRS Architects,lnc.0 M THAN ROD SIZE. AS AN ALTERNATE. THE ANCHOR SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A653. 2015 N5104 S5 0841" = 1'-0" C6a--- , 104 / SCALE: 1" = 1'-0" s104 SCALE: 1" = 1'-0" d 10. HOLDOWNS SHALL OCCUR AT EACH END OF SHEAR WALLS. TYPICAL UNLESS NOTED OTHERWISE. / 15-1084 15-T084 a FRAMING PLAN NOTES A B co D CO 0 01. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. 183'-1" / / 2. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE CONSTRUCTION 37'-7 114" 8'-0" 45'-11 1/4" 45'-11 1/4" 8'-0" 37'-7 1/4" METHODS FOR THIS STRUCTURE, CONNECTIONS, DETAILS AND CONDITIONS NOT / / / / / / / SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF LIII I I I I I I DETAILS ARE ENCOUNTERED NOTIFY THE ARCHITECT FOR CLARIFICATION IN A ARCHITECTS • TIMELY MANNER PRIOR TO BID OPENING. 720 NW Davis 503.221.1121 3, PROVIDE SIMPSON LSTA36 STRAP CENTERED @ ALL DOUBLE TOP PL BREAKS W/(13) iiiir, L. Ii I I I I 16d SINKERS TO EACH SIDE OF DOUBLE TOP PL BREAK (26)TOTAL NAILS. TYPICAL Suite 300 503 221.2077 Li UNO. Portland OR 97209 www.lrsarchitects.com TYP 2 m TYP ® TYP 25 27A 020 ® 4. ALL POSTS & MULTIPLE STUD SUPPORTS IN UPPER WALLS SHALL SLIGN W/A POST 25 m I S501 i m m S501 I 24 11 5501 S501 I + illh S501 I OR MULTIPLE STUD SUPPORT OF SAME SIZE IN LOWER WALL. TYPICAL UNLESS S300 S300 NOTED OTHERWISE. 1i C'I'U 5501 S500 S501 S500 5501 S500 S500 �F` 4 _ _ _ _ _ _ _ _ _ - - - - 5. PROVIDE 4X10 DF#1 HEADER @ALL WINDOW& DOOR OPENINGS WI(1) CRIPPLE &(1) D PROF C 0 \ \ PT 6x6 HF#2 TYP zi,. —, ' PT 6x6 HF#2 TYP PT 6x6 HF#2 TYP ��—rn��a - - - PT 6x6 HF#2 TYP KING ON EACH END OF HEADER, TYP UNO ON PLANS. SEE DETAIL 4/S102 FOR ��v �' �SS POSTS AT DECKS rn- 111 2 :,7, POSTS AT DECKS POSTS AT DECKS rn POST AT DECKS TYPICAL HEADER CONSTRUCTION. FOR OPENINGS LARGER THAN 8'-0" PROVIDE (2) 4i/ "> G t NE p f 64 18 CRIPPLE & (2) KING STUDS. TYP UNO ON PLANS. 1547./ p 18 B4 m m B4 B4 18 18 B4 m m F o S500 — =-i \S500 ak dikS500 trjimr: �—� T - S500 a, ® r� i ® ---- 6. ALL 2X4 BEARING WALLS TO BE 2X4 DF#2 STUDS @ 16 O.C. UNO ON PLANS.ALL ��� �- m r F m m S500 iL..-... .. S500 c�'o m �� �� m ® m NOTE:— . ii • r IIAll ; © FOR SHEAR WALL INFORMATION �� /EXTERIOR WALLS TO BE 2X6 DF#2 STUDS @ 16"O.C. ��I� m5500t—awrREF FOUNDATION PLAN. =VREGON - S500 _\ - - 5500 I__� --"'{ - - '' ----- - '" '-`) — — _ _ 7. 2X SILL PLATES MAY BE USED AT WALLS OTHER THAN SHEAWALLS. 'w. www. r • rItinIIIWIB10 B9 B0 B9 B71. �_ B7 B9 B0 -[ IB10 24 r_. 5 . O ,, J -0 B10 B10 - 0 10'-0" ; '� OG !; ` {'~ FLOOR FRAMING LEGEND RZ DEik B 1 D 4'-0" I 10'-0" A A2A OG S500 �S igh8 10' 0" ■ 8 i © • ` S 500 1 @ Z - 10' 0" • 4'-0" B10 I 0 k S500 ' S500 1 © ; o° p 1,' �'�@ s5oa ° I 5500 \ �� ,': E © EXPIRES 12-31-15 it t O I 1 J3 © I€ S500 ry` 8 II ® ® U 1g 2 ; @ 7 .2"OG ;i U ® 8 �� II 5500 I I INDICATES SHEAR WALL. REF 104 FOR SHEAR WALL SCHEDULE, TYPICAL I t 3V., I O S501 p i 19 SIM II p 1 S501 � I� SHEAR WALL DETAILS AND HOLDOWN SCHEDULE. ONE HOLDOWN IS © I . J) - u1 3500 Oo I © ® I ALWAYS TO BE LOCATED AT EACH END OF EACH SHEAR WALL UNLESS ...I...ma I �'� 5500 c, m 1 5500 L.. . ".� B5 II `� U ® I OG r,� 5500 ® © . !F 65 r--� 'E m NOTED OTHERWISE. CONSULTANT. I i /.„c- - -1 S500 /� �\ °� I N S501 u 4 S501 - �.\ ' / 4 S500 S500 �� ® 3500 .)\` 1 _ 4 `� • �� I INDICATES LOAD BEARING WALL UNO ON PLANS ALL EXTERIOR WALLS TO aI --- s5oa .__.177.'� �ti �`i 69 — B•� S500 m I 1 .Br 2 @l S501 O 2 : , m S500 I' 9 — B9 IJk BE 2x6 DF#2 STUDS @ 16"OC. INTERIOR LOAD BEARING WALLS TO BE 0 00 ®,1 �� -- �'� © B2 O w O © _9 • o 9 �r EITHER 2x6 DF#2 STUDS @ 16 OC OR 2x4 PD LFA: @ 16 OC. 0 :� ii @�g� _-- i 0 {, ii B91 Bt9 -9 B9• —! B2 17 cp- OG O - ____WI -_ -1 INDICATES NON-LOAD BEARING PARTITION WALL, FRAMING TO BE 2x DF#2 �, 4 `-r �� OG I J1 , / 4 �? c___ ,F.•.-T.� --.-., ` STUDS 16" OC, UNO SEE ARCH. DRAWINGS FOR WALL WIDTHS). ; J I I 1 m 1. S500 ia1 62 © © @24 oc m j J� 1 ,_ ......... , @ ( , I 'J ' 3500 II 19 i 6 5500 ��' i t INDICATES SHEAR WALL TYPE, REF S104 r S500 ! I 5500 E40 ..-:::•-. I s i II If S500 ; I S500 I - t t INDICATES HOLDOWN TYPE, REF S104 --._ -_ F 12 n S500 _ I , : ! II ; II ..„ fi_.: �i ii SIM L_ s! ; ___ - __ �. __ ..__ _ .. -_ - - -- - �® SEM .. . �...,..._..�'.---_..-- - - - _ _.,_...,_....._,;, -- -_- ---------- -, _- _ _-- -- SIM ®� i , 1 II I ; ' -w ii 1 '�; 1 1/2"GYPCRETE OVER 314"APA BX INDICATES BEAM TYPE, REF SCHEDULE S104. t- ; � � i I i6 � 'i II 6 � i ; 14 !I � 16 I I RATER SHEATHING 1 112" GYPCRETE OVER ; -- 61111 E S500 12 '. !� t? S500 5© i ! S500 © J1 ',J 2 ,� .� �, ® S500 6 I t F O E L I C H r---- 4 C Ir t 500 314"APA RATED I I S500 I It ! // INDICATES STEP IN ELEVATION. SHEATHING - �- --� 8500 � a1�2Q O g9 Be B9 t_ le S�ij, Alik S500 II r .. ; ENGINEERS ? I S500 4 G __� , .t OCr� ; n Off' I /777 L- _� ----i Portland: (503)624-7005 r I �� Bend: (541)383-1828 E' ,� - �� It16 00 �� --'- gg - ©' B2 © ` - 1 — j v -� , B2 © B9,' © 0° SIM S500 �� SI- � ` INDICATES SPAN DIRECTION FLOOR SHI=ATING. Froelich-Engineers.com j _ SIMI 17 (� r� 16 m — I�� JOB#15-T084 --. I 9 AI m _ 01 19 O I 4 82 - L m 4 i F CAD-5 ; B9 B, ii [I — .' 40 �� ��� S a i J} 9 B9 INDICATES KEYED NOTE, REF 5104. o ; 0 S500 • O 23 S500 5500 1 • '�: S500 . E f SSOa o, / ,, 1; O rn I- v �� © SIM �' C�'J ; O 1 g� S© '��f'_.. Ak QS' Ts. m h I © �� 8 N. u B5 u F _ N 5500 S501 OG �ry ® C� i� N B5 OG I I m S50a E ,@) 2 55D1 @} r 8 S5D0 ( _ 'fl c�� : _ __ �, �� 5501 $ I JOIST SCHEDULE S500gik _ © I 3 S501 ® I I S500 `v © • SIM OG r • I 00 S501 12 5500 ; ; 19'2" 'I �'� MIN SHEAR MIN EI X 106 MIN FLEXURAL 3500 I ',' I y3 @ I E 5501 I I © c • 8 O' MARK DEPTH (lbs-in2) CAPACITY ft-lbs) 4'-0„ ' 10' a' za" ° ■ 9 4' a" 10' a° 8 �■ OG 10'-0" 4'-0� (lbs) ( ) 610 _�� I 18� 1D'-0" I 4'-0" 5500 CAPACITY Ibs CAPACITY Ibs in ` @ X 5500 �� g �� @2�" B10 J1 11.875 1335 248 3100 F I 5500 I � -I � 610 ? B10 5500 5500 5500 ' — — w I 9 f --B10 ' B9 B10 ,ii : B967 Or . IBM REIM= """ B7 B9 B10 ; fii S500 � ■� 69 ' B10J211.87514853183775 I5500I 'C4D = w wwww�ww,w �� wwr. T i n zII Alk ..w ;; — — — — www www.ww.�•. . �-�__:.__.-- I�_ .,. a Pin J3 11 875 1485 406 4690 \ ANL. I S500 mWI i I,...._.,,,,_, 26 I 26 ` s I I 3500 I J4 11.875 1625 547 6965 �, c*) �, c, AllikS500 5500Ark r, ch 1 rn ch m 25 m m 25 m I s I En 18 m ® ca L� �� ,�� 18 S500 S500 18 ��' �= L-A, m ® m 18 1 S500 B4 m 11 m B4 B41 S50_01` I S500 B4 B4 �� B4 3500 I KEYED NOTES PROJECT NUMBER: 215079 0 - �-� - - - - .a• - -® - - - - - - - - - - - - - - - PT fix6 HF#2 TYP �' PT 6x6 HF#2 TYP PT 6x6 FiF#2 TYP ""`"' ""' PT 6x6 HF#2 TYP 1 4x6 DF#2 POST UNDER END OF BEAM. POSTS AT DECKS / 25 \ 24 POSTS AT DECKS POSTS AT DECKS 24 ® POSTS AT DECKS Tigard Apartments IAli 11 I I 2 4x8 DF#2 POST UNDER END OF BEAM. 500/ S500 2 m® S500 \\S_5091 ( 255O) EOVER314"APA 5500 S00 5500 3 4x10 DF#2 POST UNDER END OF BEAM. TYP � 0a RATED SHEATHING TYPS300 TYP S501 S501 S501 S501 S501 I OPP I I TYP I OPP I 7 14'-0" SIMPSON BETWEEN FO RS16 COIL JOIS& TO DBL ON TOP TOP PLL'sDF AS SDOR SHEATHING HOWN ON PLANS. I-JOIST BLK'G 135th and Scholls Ferry, ' 8 DBL JOIST ALIGNED W/WALL. EDGE NAIL FLOOR SHEATHING TO DBL JOISTS. Tigard, OR I I I I I I I N 9 MST37 HORIZONTAL TIE SIDE OF TOP PL TO SIDE OF DBL I-JOIST/BEAM PER DETAIL 5/S500 OR DETAIL 13/S500. 20 BUILDING Al - SECOND FLOOR FRAMING PLAN 12 ALIGN JOIST W/WALL AS SHOWN ON DRAWINGS & EDGE NAIL FLOOR SHEATHING TO O SCALE: 118" = 1'-0" JOIST FULL JOIST LENGTH. S21 15-T084 IF SIMPSON LSTA24 ON TOP OF FLOOR SHEATHING TO I-JOIST&TO TOP PLATES. SPLIT 17 STRAP EQUALLY AT JOIST &TOP PLATE INTERSECTION. 25 PT 2x10 HF#2 @ 24" OC B --CD D 0 0�F 26 2x6 nF#2 @ 24" OC 14 183'-1"/ / 30 ALIGN DRAG TRUSS WI WALL & DESIGN FOR 2000 LBS SHEAR. 37'-7 1/4" 8'-0" 45'-11 114" 45'-11 1/4" 8'-0" 37'-7 1/4" / / / / / / / 31 ALIGN DRAG TRUSS W/WALL &DESIGN FOR 3000 LBS SHEAR. 33 DESIGN TRUSS FOR 2000 LBS SHEAR. 35 (2)2X4 DF#2 STUDS @ 16" QC IN INTERIOR BEARING WALL. HOLLAND 36 USE 2X4 DF#2 STUDS @ 12" OC ON EACH SIDE OF PARTY WALL. PARTNER GROUP 1111 Main St#500 71-2 TYP 12 2 S300 I I TYP S400 TYP I S3a0 y 2� TYP FOUNDATION PLAN NOTES Vancouver, WA 98660 S400 S4a0 1 \S„...40,01 I S40� 5400/ Phone. 360.649.7888 0 t- I- N- E TYP AT ALL EXTERIOR DIMENSIONSA. VERIFY ALL IH ' ARCHITECTURALHE \ \ TYP AT ALL EXT PAD FOOTINGS UNO 3 J3 B. DETAILS ON THESE PLANS ARE INTENDED To DEPICT THE CONSTRUCTION I [41 L-J a i r J AT EXT 94" SLAB ON GRADE W/ L J L J L r, L J L J PAD FOOTINGS UNO I METHODS FOR THIS STRUCTURE, CONNECTIONS, DETAILS AND CONDITIONS NOT SHEET TITLE: PERIMETER #4 @ 24" OC EACH WAY I SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE " EXT SOG o Alk REF ARCDH J4" EXT SOG REF ARCH 0 WALL, r- - C REF ARC4" EXT ON I , y L41&. REF ARCH ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF BUILDING 7 a' 4 7 I ,,� v TYP UNO Adk v 017 I r- I e 4 I (^ 7 El I v 1 DETAILS ARE ENCOUNTERED NOTIFY THE ARCHITECT FOR CLARIFICATION IN A a ' I = Q 1 SIM I ill I 2 . I I I I TIMELY MANNER PRIOR TO BID OPENING. \ ek 54oD o I �W� � G FOUNDATION© •...� _W.,.. _ 400 I L �- _ _ ►� . _,3 --- - / t4400 4 C. ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN W/A STUD OR POST OF THE.w �- SAME SIZE (MINIMUM) IN LOWER WALLS TO FOUNDATION. -� _� I r ' - - FLOOR FRAMING a 1 8 I L J/ 1 / 8 '111 -8 1 1 ' � D. SLAB CONTROL JOINTS TO BE PLACED AT 12'-0" OC MAX, BOTH DIRECTIONS, REF , , r • ' INDICATES SHEAR WALLS FROM ' S400 S400 Ali $00 dna Iii I1 S�O�i S�O� S400 5400 • S400 1 I E FOUNDATIONS UP TO 2ND FLOOR 6/S400. PLANS A i ' SIM I A I ---- 5400 !; A I 1SIM A FRAMING 6 I sd I �.p • 4" SLAB ON GRADE W! t 6 1 I 6 FOUNDATION LEGEND 51M TYP #4 @ 24" OC EACH WAY, 4 ..4. 1 r 17r__ 1._ -� 1 TYP 6 TYP t TYP 5400 ..._1 - ��` / 4 4 4 e �t. \ 4 4 ® 16 4 m��I I I INDICATES SHEAR WALL. REF 104 FOR SHEAR WALL SCHEDULE, TYPICAL �, / �13� S400 , ,\ YP \ SHEAR WALL DETAILS AND HOEDOWN SCHEDULE, ONE HOEDOWN IS o A 5400 / 14111 L - 3440 5400 S400 S400 C 5400 13 �13� S400 J 9 14 \ \ �40� E A ALWAYS TO BE LOCATED AT EACH END OF EACH SHEAR WALL UNLESS N 6 1 LI.-� - - - - - - _ -/ //® S400 S40fl I- - -J/ 4 - - - s 5400 \S__42_9,/,..i___ S400 S400 ®\\ �. `r- tlww , 6 NOTED OTHERWISE. 1 r ►4" SLAB ON GRADE W/ -- 9 \\S.40_0) �_ I- L� - - - - - - - - 11 r / 35 / 9 #4 @ 24" OG EACH WAY, i' 35 1 ii DLII I 1_ t BE 2x6 DF#1 STUDS @ 16" OC ALL INTERIOR LOAD BEARING WALLS TO BE TYP 1 S400 --_ t L- - - - - --� L. --_� 5400 ; TYP _ I ' i__ - :_ � :47.:7...7.: I; 3 I r- -- �- - - 3�{ II__ �_-j_ -_ r _. .. r_ - t I 2x6 DF#2 STUDS @ 16" OC OR 2x4 DF#2 STUDS @ 16" OC (UNLESS NOTED •••1•-•---i I i I Yp J I' ; . II i_ TY" 1 i� j_ OTHERWISE). i I ® �40� ® I I ® / S4D0 ® `: .. l I E A IRIT1=I 5400 I I' i n �; tom.._._. _t I • I _ RIOR WALL A I I 11 CI TYP I: I TYP II II , �40� 8 ALL INTERtOR WAtt :t 10 t INDICATES NON LOAD BEARING PARTITION WALL, FRAMING TO BE 2x DF#2 ct SIM 6 ; !; is ; „ io SIM FOOTINGS, UNO ' STUDS @ 16" OC, UNO (SEE ARCH. DRAWINGS FOR WALL WIDTHS). 10 FOOTINGS, UNO 8 II I �(?); \ - •"�i' � � INDICATES SHEAR WALL TYPE, REF S104 ,� A I t w I I I i 4 0 ¢ / 36 _ i I 00 INDICATES HOEDOWN TYPE, REF 5104 v iin - I U A A I II1a10 v S400 1 I �� L v 4 I - i- ii 5400 0 L S40) v I I BLDG a4 � ��� I ' S400 ' II S400 0 ' --; /'1313 w }- • E 1 INDICATES FOOTING TYPE, REF SCHEDULE THIS SHEET. rill_ tY j I�-1I _ - - - - - - - - L - �- -terI S400 .. . / 35 � .-.. -__.. .. TYPE Al S40oS400 ® -i n m ' 4 ___ �� -- J �� Q 4 ��- - I-o 4=i 400 cn m 14 T J // INDICATES STEP IN ELEVATION. - I L--_ _ -� J -L 13� �13 - �- �T J 4 z 4 /// 5400 r A 6 111- - - - - - - - \ S400 / Ir- —I- c*, 6 —� \ ® �14 � \ 13 I S40 S40a 5400 — -Y ®/4./ J' II II 6 0 4 •`��� \ I r ,;S� ® ® ® ; J1 35 / �� ® ALL INTERIOR 4 / ��VG�� Ji 4 O INDICATES KEYED NOTE, REF S104. DRAWN BY: S4D0 S400 5400 P05TS, UNO / ,-_= =_JI cit S400 ALL INTERIOR \ - W~ . j ALL PERIMETER - i o� i ! - ! ALL PERIMETER WALL e 1 400 DATE ISSUED: 12/11/15 1 7 POSTS, UNO !-i .j ; I ® / I 4" SLAB ON GRADE W/ 16� 35 C< Lam! 1 FOOTINGS, TYP UNO FOOTING SCHEDULE a WALL FOOTINGS, II Q i #4 @ 24" OC EACH WAY, S400 ' ' I I I A v TYP UNO A SIM 6 4 i ' 1 ; TYP , I __..4_. 6 I SIM — I I 6 MARK SIZE REINFORCING NOTES f j 1 (ij\ 180 ' I ' / 1 I 1 >' a- 1 1 E ,� L 8 � I �40� 1 t I ` 1 1'-6"WIDE x 24" DEEP (MIN)x CONT (2)#5 CONT - a 1 S400 S400 I I SIM S�400 E: L ''�1 540 \400 I --- `- I 5400 S\ 400/ S400 i I^ ._...__. 2 1` 0"WIDE x 10" DEEP x CONT (2)#4 CONT - 1 L_ J .__, L' ,; J L— J L —' 2-0"x 2'-0" x 11" DEEP (3)#4 EACH WAY - C t - )_.... _--. l y - - - - ..J - ' n ri""- -__ r rr Q C 3 C C \ - - - 4 1‘---------1-� `�,I � I I .__.-_ I 4 4 4 2'-6" x 2'-6"x 10" DEEP (3)#4 EACH WAY - o, e I I I 1 7 - g ,. I 1 Hi S4" EXTSOG I C > L_ 19 4 EXTSOG CATEXT 1 4" EXTSOG I I - C WI\ 4" EXTSOG 1 1 5 3'-0"x 3'-0" x 10" DEEP (4)#4 EACH WAY - REF ARCH I ' 7 - I REF ARCH 4 PERIMETER v S400 Q 4 REF ARCH I , , - 7 \REFARCH - ti 5i 540 I I I 5400 6 3'-6 x 3'-6 x 12" DEEP (5)#4 EACH WAY 1 ' TYP A II ALL EXT PAD I �. -I J I-:I I �i TYPUNOI I� I I 1 T. -1 ' AI ' 7 E `-1 TY�ALL EXTERIOR 7 1'-4"WIDE x 12" DEEP THICKENED (2)#5 CONTFOOTINGSUNO 3 , J r L� LTJ L"� CEJ L _I r 3 SLAB x CONT \ \ L k t`_�J _ - - - - - - - LTJ _ L J _ LTJ PAD FOOTINGS UNO - - - - - 11'-6"WIDE x 12" DEEP THICKENED © 2 J 2� - .. -- - 2 8 (3)#5 CONT - 12� I 12 ® I a IC12) I SLAB x CONT TYP 1 TYP TYP TYP 05400 S400S300 400 S400 S400 33005400 - 9 3' 0"WIDE x 2'-0" DEEP x CONT (4)#5 AT TOP & BOT in I OPP I I I I I OPP 1 10 1'-4" WIDE x 24" DEEP (MIN)x CONT (2)#5 CONT - - a `m nS210 II N I a,°4) SHEET: ce 1 BUILDING Al - FOUNDATION PLAN A k LRS Architects,Inc.© E. 2015 N 521 SCALE: 1/8"= 1-0" IV 15-T084 a a i A B O D CO Q 0 182'-1" / ROOF FRAMING PLAN NOTES 3T-7 114" 8' 0" 45'-11 114" 45'-11 114" 8'-0" 37'-7 114" / / / / / / 1. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. 2. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE CONSTRUCTION i i € € I € METHODS FOR THIS STRUCTURE, CONNECTIONS, DETAILS AND CONDITIONS NOT LARC,crucITTukESACTS TRUSSES @ 24" OC TRUSSES @ 24" OC SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE720NW 21. 121 �+3ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF 11\ DETAILS ARE ENCOUNTERED NOTIFY THE ARCHITECT FOR CLARIFICATION IN A Suit21.2077 i24 SfM 4 a © SIM m TIMELY MANNER PRIOR TO BID OPENING. 4 SIM 5600 S600 4 4 S600 56D0 SIM 4 Portland OR sarchitects.eom 8501 24 ® ® m Sfi00 S501 S6003. REFERENCE 5/S1D4 FOR TOP PLATE SPLICE DETAIL. S600 ___-- -- 5600--- - S501 SIMS501 SIM SIMS501 SIMS501 - i4. TRUSS MANUFACTUTER TO REVIEW ALL DETAILS & PLANS TO ACCOUNT FOR �■ ■� i11�■_■� SPECIFIC CONDITIONS.mmm �j • ` L O 110111M......-. `�_ �r .�”+ �, �� `� �.* �..; i ...777 .r.,•, .= ��— 5. ALL POSTS & MULTIPLE STUD SUPPORTS IN UPPER WALLS SHALL ALIGN W/A POST $D I?ROFL� ••- -� fel mm67 - �- -` B7 �!��•• E OR MULTIPLE STUD SUPPORT OF SAME SIZE IN LOWER WALL. TYPICAL UNLESS �F' .�s O O 1m1 B7 B7 B7 �m1 kAlk NOTED OTHERWISE. cc i� �1547� a 20 A S600 A € :II , S600 A AAli ilkA A I r._._._. • Aft r A S600 A 20 6. SUPPORT ALL GIRDER TRUSSES W/MIN (2)2X6 STUDS OR (4)2X4 STUDS AT EACH 7�t .7 r S600 S600 I r_ t' 45 I iv v S600 FLOOR TO FOUNDATION TYPICAL UNLESS NOTED OTHERWISE. i m I 45 I -- , f A S600 -.__._._ I I A v v �� v A I S602li VREGON v vA I 00 I 5600 11 q S6I Q 11111 I� v IA 7. PROVIDE 4X8 DF#1 & D & (1) �1#A,. I II .11111M v DNPLSEE DETAIL 41S102 FOR 0 I /.4-7 moor „ ,__/. � : (y ��0 411131 -. 'B9 � B9 B9 O B7 110 B9 � Bir-9 BS B15 .I I � B15 69 B9 �� B9 `0 I�t fl B9 • B9 69' CRIPPLE & (2) KING STUDS- TYP UNO ON PLANS. f 25 • A �/ 10 10 �• �� B9 IIIAI B9Rz��� 111 N. �� � � �� A A ��� 1 NV EXPIRES 12-31-15 , ssoo shoo ♦ s600 ;.. ssoo ► 4ROOF FRAMING LEGEND 20 1 26 \ �• �� vl` Q,< t I���� / r: 1 •I ��� tQ v, �� ' i ct 714/111111tPliell: 20 S600 i € • • 6 TY'•' I I_ ��♦���•�/ i 3 S600 :i . �.��\ P 6 t� . I 26 �� 5600 S601 i '"� ��� J� 5E5 44 } i 44 p�q� \� �,�.��. � ����► S601 € INDICATES SHEAR WALL BELOW. REF 104 FOR SHEAR WALL SCHEDULE, E.0111 �� 8600 ;IfI M �� I TYPICAL SHEAR WALL DETAILS AND HOEDOWN SCHEDULE. ONE CONSULTANT: N5 lr ` € ,� s 'r•- ���*/ PNUF��G S602 i A S ��� r 5602 @ (1FTRS ,�, �4' ;l� 56�! �4;}'��/ ® • m --- o I `.. \ ,{ ,' ��+� `vT �M 2rk v } J 24' SS �.,� t ���; i��� i� HOLDOWN IS ALWAYS TO BE LOCATED AT EACH END OF EACH SHEAR � €' ��• I . • \.. p� @ 1 V OC �S � w ltd / e� A WALL UNLESS NOTED OTHERWISE. } ,� Oil, 41' r___� ll r ____ _ �r ----,---,-1 =�� I733) It + r gaill ` �� €€ [----] INDICATES LOAD SEARING WALL BELOW UNO ON PLANS ALL EXTERIOR H____ ► ����� cr,m G - ll } °� Ii ; J ! � . `� ! , 1 WALLS TO BE 2x6 DF#1 STUDS @ 16” OC ALL INTERIOR LOAD BEARING -- - - -- Ii_---� . ► ► �,� 5/8"APA RATED __ Mak \�•�r��r. L---� �� lr 15-----1 Ir� ��• " ;'�� 5/8"APA RATED WALLS TO BE 2x6 DF#2 STUDS @ 16" OC OR 2x4 DF#2 @ 16" OC UNO ON } I t I i I } r i `--" ♦ ;� 5601 it o cn -_ - I{ RODF SHERTHING PLANS. ' 41411C ...•' ROOF SHEATHING I r ' -_ I I j a 1, - ( X x 1i _ _ _ _ meq. dili } , 1Y w cry._ _h; 6 TYP 30 ? n i n r TYP 1 _ _ cn 1{ Alk [ _ - _ INDICATES NON-LOAD BEARING PARTITION WALL BELOW, FRAMING TO BE ' " ~ - I 5600 i I r' • c;= rI r i S600 1 -- -- " 2x DF#2 STUDS @ 16" OC, UNO (SEI=ARCH. DRAWINGS FOR WALL WIDTHS). • N 5600 GIRDE" DRAG i ii ; :1 3I GIRDE'• DRAG { r --- ,I : , --- H r�-- ___ 30 ~ S600 j �_,a — 3o T' SS -•- '_TI3�1S~ w -'- ---- ® GIRDERIDRAG TRUSS _ GIRDER/DRAG TRUSS ® • �.�...,� •� TR SS • u u u y u DI \ - „- x. .1.1_ .l.!_l_!��I_. �.._... .w_._. _ - - { INDICATES SHEAR WALL TYPE, REF S104 41) } _� _ ..._.._ _ � -� - ..a. - INDICATES HOEDOWN TYP REF S104 / � y u u u y� � A I i r� �� I E, ? , u ry JT ' ;11 1 A8 A ® i 8 A 1r3 ' A tI 8 � I 30 A $ -=SI � , m . � FfiNOELI21- TYP S601 I I } i r I S601 TYP 's I w 1 { 11 In S600 v I S600 v r 1 v 1 5600 Ir _ ENGINEE f -- ill A. i r } .i !�� v S600 �- _ I { BX INDICATES BEAM TYPE, REF SCHEDULE S104. ,r4 } I ~. ® A :4!s -__' �> TYP - r __ TYP ��►v.� A ® E{.'' O I i Portland: (503)624-7005 .., ?��l p S6D1 ��ll� i r--= r __ it --= € I. '1 '� Bend: 541 383-1828 r �� I m Ir 1 iI __� Ii 7___J Lin ==_-.// Li m I i. �4 \ k0 0, .-_-_, S601 p i { I ///] INDICATES STEP IN ELEVATION. Froelich-Engineers.com � JOB#15 T084 ,,,, A j --_ - _ OM m 'it,. �.��'�♦�i �►�� -- �0 5600 ,---= 4,��'��tII�/•� r</\\ N.", d.VS == = — k• A CAD-5 co in. /• } ' . � , �♦ � INDICATES SPAN DIRECTION ROOF SHEATING. N j �1 I '�� 26 ,444 w II •�♦��r 44 r, +i. 44 ���.� I f ,i 6 - I ♦���� �`� ' A ,'� ♦ �'��►- :11'TYP 6 .}�♦�.► 26 V 20 S601 i j'. *SI 5600 ?�+�•��♦�,� S602 v j S602 Ir� � �IT _---- S600 'I!�♦4 ', I 560124 O INDICATES KEYED NOTE, REF S104. 56DD € amm-- ��i���� E �� �*•,, � �� � ��► - , ssoo tEt + /� 01 0 INF 6 A �•��•��•�E� . {Q v .�! � O:1)- �; .... INDICATES OVERFRAMING TO BE PROVIDED BY TRUSS MANUFACTURER. A /���iim I 6 � •'r s ♦����� 10 . 1L. - 6 TYP I 6- , A v? _ /�• •��1S600 IS600 `�1 S600 •�� �� �� ' I B9 } BS �:�:��_.�+� 56D0 1L S600 11 S600� + 11 1131 69 B9 B9 B9 B9 B9 615 815 B9 69 B9 19 69 69 89 I li 67 :�I O 4�I. �� KE MilMIE9 .M.- _ i 1 — �; NOTES 1 \ -- - <lS� — -- - r---�wA �� mss —' w. t!! 7 ■ .t.ryes .�� _._. A �I� B7 I D .__. www _ A Ai` �� A I `i A 01._ �, A A fel A 1 4x6 DF#2 POST UNDER END OF BEAM. ------------..- --11.P.171:11 ,I 45 I a, _ 45 lir 2D v QII v' S602 m v m A A �� A A m lir S602 v A v 20 v 2 4x8 DF#2 POST UNDER END OF BEAM. S600 -_ v a v I - - VAllik 5600 °' v iv S600 i v 3 4x10 DF#2 POST UNDER END OF BEAM. PROJECT NUMBER: 215079 ssoD I B7 B7 S600 i S600 I B7 B7 ! B7 i s600 _ _ B7 B7 - in ' I 7 14'-0" SIMPSON CS16 COIL STRAP ON TOP OF FLOOR SHEATHING TO I-JOIST BLK'G 0 �� �� �I��- i��� ��� �% 'i.m'lki= w�� ��—I BETWEEN FLOOR JOIST &TO DBL TOP PL's AS SHOWN ON PLANS. €'� '1■li �i�1 __ ���� Tigard Apartments - 8 DBL JOIST ALIGNED W/WALL. EDGE NAIL FLOOR SHEATHING TO DBL JOISTS. 24 ® ® 24 4 4 S501 S501 S501 5501 4 4 9 MST37 HORIZONTAL TIE SIDE OF TOP PL TO SIDE OF DBL I-JOIST/BEAM PER DETAIL 244 24 5/S500 OR DETAIL 13/S500. i S600 5501 SIM S600 S600 S600 S600 SIM SIM I SIM SIM S600 � 5600 SIM S501 S600 !I 12 ALIGN JOIST W/WALL AS SHOWN ON DRAWINGS & EDGE NAIL FLOOR SHEATHING TO 135th and Scholls Ferry, SIM SIM JOIST FULL JOIST LENGTH. Tigard, OR TRUSSES @ 24" OC TRUSSES © 24" OC 17 SIMPSON LSTA24 ON TOP OF FLOOR SHEATHING TO I-JOIST &TO TOP PLATES. SPLIT N STRAP EQUALLY AT JOIST&TOP PLATE INTERSECTION. 2 BUILDING Al - ROOF FRAMING PLAN G k 25 PT 2x10 HF#2 @ 24" OC ___211) MD SCALE: 118" = 1'-0" 26 2x6 DF#2 @ 24" OC 15-TO$4 30 ALIGN DRAG TRUSS W/WALL & DESIGN FOR 2000 LBS SHEAR. ,,� 31 ALIGN DRAG TRUSS W/WALL& DESIGN FOR 3000 LBS SHEAR. A 13 ) O D © © ` (� J 33 DESIGN TRUSS FOR 2000 LBS SHEAR. / �/ 182.-1" / 35 (2)2X4 DF#2 STUDS @ 16" OC IN INTERIOR BEARING WALL114 - ` 37'-7 1/4" / 8'-0" / 45'-11 1/4" / 45'-11 1/4" / 8'-0" / 37'-7 1/4" / 36 USE 2X4 DF#2 STUDS @ 12" OC ON EACH SIDE OF PARTY WALL. I I I I I I HOLLAND PARTNER I I I I I GROUP TYP �� ® TYP 25 TYP ® 27 2-..." (-25-"\ FRAMING PLAN NOTES 1111 Main St#500 I 25 m 5300 i S5D1 24 m S501 �24� 11 5501 5501 € S300 \50V 1. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS.Ank Vancouver, WA 98660 S501 S500 S501 S500 S501 S500 S500 l 2. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE CONSTRUCTION Phone. 360.649.7888 \ \ _ PT 6x6 HF#2 TYP PT 6x8 HF#2 TYP - - Y - - - f - - - - - O PT 6x6 HF#2 TYP ` POSTS AT DECKS POSTS AT DECKS �� IF.r.r. .. I r PT 6x6 HF#2 TYP METHODS FOR THIS STRUCTURE CONNECTIONS DETAILS AND CONDITIONS NOT 6 c SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE POSTS AT DECKS • rn a> '� I rn 64 18 POST AT DECKS I ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF SHEET TITLE: 18 B4 m m B4 B4 18 Al. 1$ I B4 B4 m c,, ' m o S500 =� S500 w v� S500 r=� °0 5500 NOTE: DETAILS ARE ENCOUNTERED NOTIFY THE ARCHITECT FOR CLARIFICATION IN A BUILDING o) `", `"' r--� �� `"' 25 " �, ® _ �, r' r� INDICATES SHEAR WALLS FROM TIMELY MANNER PRIOR TO BID OPENING. BUILDING 7 B m - @ m r B !m. m m g 5500Alik a S5D0 g m m m m 0 I 2ND FLOOR TO 3RD FLOOR. 5500 v v lc_ 'v1 I v 550D S500 1 �" 26 ri v ,v S50D HOEDOWNS CALLED OUT ON 3. PROVIDE SIMPSON LSTA36 STRAP CENTERED @ALL DOUBLE TOP PL BREAKS WI(13) _ r. lir IImo- �� ., I I �...�� I ,� 0 TH15 SHEET TIE 2ND FLOOR16d SINKERS TO EACH SIDE OF DOUBLE TOP PL BREAK(26)TOTAL NAILS. TYPICAL FLo014 & RaaF -- _-- "^�� �� �••_-=. . .—..-�--� } �.. --- �- WALLS TO 15T FLOOR WALL, TYPUNO. — .. rFRAMING PLANS 0 \ A: v v B10 �� B9 9 ��! 0 ilL . "'"' �—p � Iir gg , B10 v ' Ill B 0 B9 B7 B7 B9 B 0 - 4. ALL POSTS & MULTIPLE STUD SUPPORTS IN UPPER WALLS SHALL SLIGN W/A POST 7 J G 10'-0"..�0" B10 j B10 .D" .10'-0" 8 © ' 5500 ,OG OR MULTIPLE STUB SUPPORT OF SAME SIZE IN LOWER WALL. TYPICAL UNLESS A B10 4'-0" 1D' 0" / © O S500 8 it - 10'-0" 4' 0" B10 E A NOTED OTHERWISE. 2 0 J 1104 S50D c 5500 J �' 1 v I5. PROVIDE 4X10 DF#1 HEADER ALL WINDOW& DOOR OPENINGS WI 1 CRIPPLE & (1) v i v i S500 5500 \ E v @ ( ) I, ® 1,1�� ® 1g 2 O 131 @ 1g Z„ ® a 4 p ® © KING ON EACH END OF HEADER, TYP UNO ON PLANS. SEE DETAIL 41S102 FOR 5500 8 5501 brit p J3 @ 19 SIM OC p S501 8 `,�' t S5D0 TYPICAL HEADER CONSTRUCTION. FOR OPENINGS LARGER THAN 8'-0" PROVIDE (2) I . S500 a a. 5500 Oc-, Alh 0 1 I CRIPPLE & (2) KING STUDS. TYP UNO ON PLANS. r, N., _.. C.) A S500 ry: c0 m S500 BS @ © 4 O v j 23 3 ' U B5 5500 m 6. ALL 2X4 BEARING WALLS TO BE 2X4 DF#2 STUDS @ 16" O.C. UNO ON PLANS. ALL 0 0 �` S501 `� I gh j 4 S501 4: EXTERIOR WALLS TO BE 2X6 DF#2 STUDS @ 16" 0.C. A / 4 } / 5500 S500 ,.j �, \500 \ - 4 `� \ I A co I - --✓ + S501 S5fl0 t B9 9 B9 7. N 1 @J , 1 a� 2X SILL PLATES MAY BE USED AT WALLS OTHER THAN SHEAWALLS. 0 ,i. - 0� S500 „OG :. .I �� _ _ B• 0 B2 Q _ , 0 B9 17 r- L •• m S5D0 �y ,-- v ' �g`L ® m B9 B9 11 B9 B9� B2 r' J 2 OG �'1 --- i ? 4� OC J1 if---_I 4 J2@� Wim- — -- F m -- FLOOR FRAMING LEGEND } i AI I S5o� :• J1 @24' 19 i1 AI1 t. © i 24"OC 5500 1AI E 1 I A i at t 5500 ®r L S5001 S500 6 i ® S500 -_--._ =- I A I I INDICATES SHEAR WALL. REF 104 FOR SHEAR WALL SCHEDULE, TYPICAL I' S500 __. A i I II 5500 I i =r v I I i SIM € rI " € E � �� A " v SHEAR WALL DETAILS AND HOLDOWN SCHEDULE. ONE HOLDOWN IS 0 v " - v ALWAYS TO BE LOCATED AT EACH END OF EACH SHEAR WALL UNLESS .... .. ._...�...�.�.�..�..T.......-.. -- - -:_._.__ ._.;: -r- .- --. ...- --1t NOTED OTHERWISE. g I. ; ;€ 1 ri ti i I ; 1 112" GYPCRETE OVER 3/4"APA 1 112" GYPCRETE OVER i�__-__.__ _. 16 I t� i } r` El ,1 r1500 _�i t RATED SHEATHING , q i q Alak1 I �' A li I A 6 t 314" APA RATED it 6 SS00 € i� S5D0 .v. 1 ;I I J1 @'z4 O i INDICATES LOAD BEARING WALL UNO ON PLANS ALL EXTERIOR WALLS TO BLDG 1€ I� S50D v i 4 +✓ S500 } r, 5500 i v 4 v S500 El E BE 2x6 DF#2 STUDS @ 16" OC. INTERIOR LOAD BEARING WALLS TO BE SHEATHING 11 I� G II 2� O 7 I G r 1 t EITHER 2x6 DF#2 STUDS @ 16" OC OR 2x4 DF#2 @ 16" OC. ==' . ; 92 O © 11 J '' S500 _3" @ B9 __� - B9 �•_ 'i 89 5500 • c3- 19-- - ' O �@ 5500 B9 0 B2 0 v '1 I �0 B2 O` - 891 ; �; cm 00 ,, ,�@ I INDICATES NON LOAD BEARING PARTITION WALL, FRAMING TO BE 2x DF#2 TYPE A 1 ,� I -- - - - ✓ 11111) tillB9 t l�J STUDS @ 16" OC, UNO (5EE ARCH. DRAWINGS FOR WALL WIDTHS). !, 6 rn 16 17 pV �' rn oa - '4 A I B9 B+1 9 m gik i0 rJ - '014 119 N 1 ® ©� \ 4 82 -illrik ,' �� m 4 ` B9 v `. ` S50D O S500 °� 0r�; S500 � p S500 0, i' I A INDICATES SHEAR WALL TYPE, REF S104 a . glikAllik5500 F v INDICATES HOEDOWN TYPE REF S104 -..,,�, 9 ; 5501 `� e DRAWN 13Y: o © L rr , SIM o' O !, 19 S500 �� -� a t - I: © o N m I I v� B5 u ' .-. `v _ i S500 S501 OG �� A C� €i cv B5 G I } m 8 (�j ® 8 4 DATE ISSUED: 12/11/15 v I r S501 ii S500 O S500 I ^� �� 92 ! 5501 S500 `� I1© 8 C'Q 5500 ii ® ./� r= J3@ I1 SIM OG IA c y ® r t © BX INDICATES BEAM TYPE, REF SCHEDULE S104. N OC, ii , S501 , S500 r` i'; 1g 2' t ® rl 1 J3 @ �.ID S501 , �"� r S500I II © G VA - I. 1r� 8 + rr E S500 0 4'-0" 1 10'-0' .j 2a O 1D' D" 4' 0" 4' 0" j II � G 1 E �f/� INDICATES STEP IN ELEVATION. �, A g ' 10 0 g I i O 10' 0" 4-0' //// El 6 v + -- B10 _— s J1 @ 9 5500 ■ �1 B10 5500 5500 ! t 9 J1 @2 -�..... • B10 E A �jINDICATES SPAN DIRECTION FLOOR SHEATING. `` B1 , ECM B9 5500 . � 610 B9 B7 � - --_. _-___._ v B7 B9 B 0 � � S500 B9 ': r 810 O v � � -di Q IF B 1 I B ` I�� I , g v _� St ��- Ata, , Alk v 0 INDICATES KEYED NOTE, REF 5104. o v c� I� v v� co r7 1 S500 \500 Aik . r, r) IT Ir> cr, vo S500 m ® m � I .� m ® °0 188 18 m ® m �. ` m m S500 a, 18 �"- I5500BS500 MIN 18 S500 B4 1 ' m °' B4 84 5500 ' S500 B4 B4 'a I m v v a - 0° m I B4 55D0P"9 11131 \ \ _ _ _ PT 6x6 HF#2 TYP �� °" _ ®_� PT 6x6 HF#2 TYP 'T 6x6 HF#2 TYP _ "' ® '� T 6x6 HF#2TYP I — JOIST SCHEDULE POSTS AT DECKS / 25 11liw 24 �19 l PDSTS AT DECKS POSTS AT DECKS 24 / 11� � � m ® POSTS AT DECKS ssoo sSOD 25 1 112" GYPCRETE OVER 314°APA S50D S5D1 MARK DEPTH MIN SHEAR MIN EI X 106 MIN FLEXURAL ssoo 2 ® \500 s�5� Allkm 2 sSOD CAPACITY (lbs) CAPACITY(Iles-inz) CAPACITY (ft-lbs) TYP S300 5501 TYP S501 RATED SHEATHING TYP S501 S501 S300 TYP 0 OPP I TYP I I I OPP I J1 11.875 1335 248 3100 S' J2 11.875 1485 318 3775 r I I N I I J3 11.875 1485 406 4690 S211 n J4 11.875 1625 547 6965 SHEET: E 1BUILDING Al - THIRD FLO6R FRAMING PLAN A k 2015 hrecrs,inc.o L7 11D 2015 N 5211 SCALE1'-0" a 15-T084: 1/8" = d - -, FRAMING PLAN NOTES LownS A B1 ° ` D E F G •\ ., `_ �.-' 1. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. 1 200'-0" T 3 2. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE CONSTRUCTION 46'-O 314" 8'-0" 45'-11 1/4" 45'-11 114" 8'-D" 46'-0 3/4" METHODS FOR THIS STRUCTURE, CONNECTIONS, DETAILS AND CONDITIONS NOT ° / / SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF • • DETAILS ARE ENCOUNTERED NOTIFY THE ARCHITECT FOR CLARIFICATION IN A ARCHITECTS TIMELY MANNER PRIOR TO BID OPENING. 720 NW Davis 503.221.1121 M 3. PROVIDE SIMPSON LSTA36 STRAP CENTERED @ ALL DOUBLE TOP PL BREAKS W/(13) • 16d SINKERS TO EACH SIDE OF DOUBLE TOP PL BREAK(26)TOTAL NAILS. TYPICAL Suite 300 503 221.2077 UNO. Portland OR 97209 www.Irsarchitects.com TYP 25 TYP ® 25 4. ALL POSTS & MULTIPLE STUD SUPPORTS IN UPPER WALLS SHALL SL1GN W/A POST 25 m 5 ® I 24 m S501 24 S501 ® �� m \5501 OR MUEDLTIPLE OTHET 5E SUPPORT OF SAME SIZE IN LOWER WALL. TYPICAL UNLESS S500 m S500 S500 S501 ® S500 .�gU C T U � S501 5300 S501 , S501 S501 \ - S300 5. PROVIDE 4X10 DF#1 HEADER @ALL WINDOW& DOOR OPENINGS WI(1) CRIPPLE & (1) PRO 4 - - 5501 ® _ - - - _�� _- ® S501 Or- FF PT 6x6 HF#2 TYP PT-6x6 HF#2 TYP � .i_ AT DECK SUPPORTS AT DECK SUPPORTS '�' ,` 'C `s`S KING ON EACH END OF HEADER,TYP UNO ON PLANS SEE DETAIL 4/S102 FOR cc TYPICAL HEADER CONSTRUCTION. FOR OPENINGS LARGER THAN 8'-0" PROVIDE (2) "> � G I NEr� fpm 18 B4 CO �• B4 B4 18 2x6 DF#2 18 B4 :, I 3 ; m B4 18 CRIPPLE & (2) KING STUDS. TYP UNO ON PLANS. o S500r = S50DAlik @ 24„ OC 1 S500 r------� 5500 15' 1 °' c"' rr �' Alk > m 25i m S500 Alik 5500 m 2 ! m a +`� 25`' '' NOTE: 6. ALL 2X4 BEARING WALLS TO BE 2X4 DF#2 STUDS 16" O.C. UNO ON PLANS. ALL F�–_t m m ` FOR SHEAR WALL 4IS500 5500 S5007 co S500 __.--- .1,25) '126' • S500 S500 f INFORMATION EXTERIOR WALLS TO BE 2X6 DF#2 STUDS @ 16" O.C. 1 m 1 �_ ,. ....�... ... ..-, �_� _ I,—_____ _�_ _._._� REF FOUNDATION 7. 2X SILL PLATES MAY BE USED AT WALLS OTHER THAN SHEAWALLS. p\•r OREGON ,7 \ 5500 , - ..■ --.» --.. .�_ �:� ::- ___ S500 '. --- e B 0 B1D B ` B9 PLAN. Y,py Cil- ,5waj°� B9 �� i g III B9 69 87 - - _._ �I B7 69 FE �� -._._ . _.__._. • 2577 FLOOR FRAMING LEGENDRZ DEAD610 • g ...; • 1310 . B10CEIN 10' 1" 8 11 9ii f 8 610 8 © € � ' s5oo ; s5oo i Ii © EXPIRES 12-31-15 S500 00 i 10'-0" 14'-0" I S500 I s v ; S500 • 5500 G SIM OC ;; ' I S500 ® ® @�°�,„ 00 D 7 19 1g? i1 C ; S500 ' U J3 @ 11 ® ® ' �� I I INDICATES SHEAR WALL. REF 104 FOR SHEAR WALL SCHEDULE, TYPICAL CEJ 19 0 I •J3 4 1 S500 II I 19 '"'• SHEAR WALL DETAILS AND HOLDOWN SCHEDULE. ONE HOLDOWN IS 12 p0 `: ' �`� 4 5500 V cv N ® , .. U I �a ' ® O ..-.:. € / 00 "r' ® E ALWAYS TO BE LOCATED AT EACH END OF EACH SHEAR WALL UNLESS co ry 1g O ` p,--,� © 4 I O ; „, \\ �/ 5500 4 19 ` NOTED OTHERWISE. CONSULTANT: a '.w ^°}' 5500 N N ' N S501 ' `ti ; � `� 4 S501 '/ N 1 .' S500 ' a, S500 0, �� @) 1/ S500 S500 ^°j ® (3j t _J./ S500 r' o, INDICATES LOAD BEARING WALL UNO ON PLANS ALL EXTERIOR WALLS TO to m �� �- •c�.l fah IF S501 a` S500 1 t e - O m N �� B2 69 1J © �'�� ” \ •� B2 DO B2 �� �I- ''"'��� ©`' O BE 2x6 DF#2 STUDS @ 16"OC. INTERIOR LOAD BEARING WALLS TO BE --- I� - -- +� �i fl - a O B9 '� EITHER 2x6 DF#2 STUDS @ 16" OC OR 2x4 DF#2 @ 16" OC. G 5500 -; ` 5500 _ I:9 B9 �� as 1 +a I t1 © © ,m 69 B9 k1 1 • 89 i `> �� m I o, , © I B9 __ 1- © I m m ri L-- - J I f m 1-_ .j �i --'1 i © © - ;, 1 I ✓� j INDICATES NON-LOAD BEARING PARTITION WALL, FRAMING TO BE 2x DF#2 • O _aW A� --i---Th OC Allk ,� � .. - �P IISTUDS 16" OC, UNO SEE ARCH. DRAWINGS FOR WALL WIDTHS17 i `L m II ��' J1lei' f 2 @ ( ) I _1 © �* 5500 ; Eat @ © ! °1 i49 �'°O!; S50D 1i1 ® EAillik 1 SIM 19 5500 5500 6 II ® I m ° �' i 5500 INDICATES SHEAR WALL TYPE, REF S104k I i E I O' 12 1__,,,m., ! 1 II I S500 +° S50D !I I S500 1 INDICATES HOEDOWN TYPE, REF S1041 •1 . -- 5500 • ti 1 ° 11 ° t 1, :1 BX INDICATES BEAM TYPE, REF SCHEDULE S104. i G 1 it 6 =i ii I 1 ✓� 6 6 a O ! ' • E ! S50D © © iC °j S500 i; 9 F R O E L I C 1 I 1 S500 I 0' i I 16 Q I- G 8500 S500 I 1 r�2gik !i �5r,, ; 17 �� 1 1: 2d�' O I 1 J ,i --- O I 5500 //) INDICATES STEP IN ELEVATION. ENG 1 N E E R 5 . `. 1 , _ iL Gr--� S500 5500 x;11 B9 1 € r�_�� �_ ' m �___� T �' I /// B9 B9 _-_�� 1 r-- 1 B9 I Ir- -_� S501 r r=-- I 1 B9 B9 ,r • Portland: (503)624-7005 2 "�— I S500 r ' ) Bend:(541)383 1828 ' r, I+ 1, B2 , B9 "' m I m � B9 ° B2 © ' © B2 I«. m 1 B9 ° B2 ° INDICATES SPAN DIRECTION FLOOR SHEATING. Froelich En rneers.com D 2 11■ _ rdi�,I - 19 OV E 4 B ,' ,� n n JO CAD-5084 M m ry �� O 16 + O , S500 ! i`q 4 I S500 / 5500 ; r-"-- �� '- ,D^, I 8'3 INDICATES KEYED NOTE, REF 5104. NJ 0/ �.�• } e! ; .-Zi © ® SIM f' 0' O 1 19 S500 (Ni _ , I `O ."' L9 .k'': Off, t S500 , .- . I , I I N_ _,' p ✓ ^ , 5500 S501 OG I �ry E �' °1 0 / 1g2 ;� 8500 Z' Dc ,� 3 E o 12 E I - JOIST SCHEDULE csi ® r t O� = wy l r� �b © 9 ^� i J3@ r S501 �1 SIM 3@1 5500 11 �+9 © I 12 • �, , 12 . ® ;s o © MIN SHEAR MIN EI X 106 MIN FLEXURAL S500 8 > I © °' 1 1 8 1f �' S500 MARK DEPTH 8 1° 4'-0" 4'-0" I il �i8 ` CAPACITY (Ibs) CAPACITY(Ibs-in3) CAPACITY (ft-Ibs) S500 9 S500 r. S500 B10 �� 1' 5500 10'-0" B1 D 1 B10 � 10' 1" 9 C ,i 9 S5fl0 B1Dt J1 11.875 1335 248 3100 _______._._.. S500 1` 5501 ,5500 ■ mmA TO —� O 1 i S500 J2 11.875 1485 318 3775 69 ,. B10 B10 1; B9 B9 B7 —_ B7 B9 B9 I B1fl 810, 1E LEI �� B9 1.E Aiiiimil ■ • • Al& J3 11.875 1485 406 4690 S500 / I m IAlkAft I---/.-- I ® I 55fl0 5501 1st. : co a S500 S500al 1 c-, ® �, S501 J4 11.875 i 625 547 6965 b 18 m 25 m ' m 25, °° 18 18 m m L� m m18rn �_� 5500 S50fl '�•• PROJECT NUMBER: 295079 S500 B4 rn � B4 S500 5500 B4 B4 M a) B4 S500 T Cgai_ ®, O m e, r_.. 4 :Q ! m _� refNO 1 EV,� PT 6x6 HF#2 TYP -- ....__. t_..fil PT 6x611F#2 TYP _PT 6x6 HF#2 TYP kirill ® PT 6x6 HF#2 TYP AT DECK SUPPORTS Ai © m 24 m AT DECK SUPPORTS AT DECK SUPPORTS 24 m ® ` 5 m AT DECK SUPPORTS 2 4X8 DF#2 POST UNDER END OF BEAM. Tigard Apartments S501 S300 S501 S50125� S501 25 5�0� 5501 14'-0" SIMPSON CS16 COIL STRAP ON TOP OF FLOOR SHEATHING TO I-JOIST BLK'G �+ r S500 OPP S500 S500 5501 OPP S500 -' 7 BETWEEN FLOOR JOIST &TO DBL TOP PL'S AS SHOWN ON PLANS. TYP TYP S501 TYPS501J TYP TYP g MST37 HORIZONTAL TIE SIDE OF TOP PL TO SIDE OF DBL I-JOIST/BEAM PER DETAIL 5/5500 OR DETAIL 13/S500. 135th and Scholls Ferry, ALIGN JOIST W/WALL AS SHOWN ON DRAWINGS & EDGE NAIL FLOOR SHEATHING TO 12 JOIST FULL JOIST LENGTH. Tigard, OR N 17 SIMPSON LSTA24 ON TOP OF FLOOR SHEATHING TO I-JOIST&TO TOP PLATES. SPLIT 2 BUILDING A2 - SECOND FLOOR FRAMING PLAN � � STRAP EQUALLY AT JOIST&TOP PLATE INTERSECTION. 25 PT 2x10 HF#2 @ 24" DC S220 SCALE: 1/8" = 1'-0" 111,15-T084 26 2x6 DF#2 @ 24" OC 30 ALIGN DRAG TRUSS WI WALL& DESIGN FOR 2000 LBS SHEAR. 31 ALIGN DRAG TRUSS W/WALL & DESIGN FOR 3000 LBS SHEAR. 200'-0" 33 DESIGN TRUSS FOR 2000 LBS SHEAR. / 46'-0 3/4" / 8'-0" / 45'-11 1/4" i/ 14 I 45'-11 114" } 8'-0" I' 46'-0 314" 35 (2) 2X4 DF#2 STUDS @ 16" DC IN INTERIOR BEARING WALL. X �t 36 USE 2X4 DF#2 STUDS @ 12" OC ON EACH SIDE OF PARTY WALL. FOUNDATION PLAN NOTES HOLLAND PARTNER A. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. GROUP 12\ 12 TYP TYP B. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE CONSTRUCTION 40(2.112 S400 12 (-12-‘\ METHODS FOR THIS STRUCTURE, CONNECTIONS, DETAILS AND CONDITIONS NOT 1111 Main St#500 I © 4 S400/ © TYP 2 2 TYP SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE Vancouver, WA 98660 S400 5400 S40D S40-N0) 4 S400 S40D ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF Phone: 360.649.7888 B _ S300 B _ , S300 DETAILS ARE ENCOUNTERED NOTIFY THE ARCHITECT FOR CLARIFICATION IN A TYP AT ALL 3 ra I © Q ■ ��j�f I-r1 G irrL® ■ I TYP AT ALL • - TIMELY MANNER PRIOR TO BID OPENING. - 1• - a 1 4"SLAB ON { 1 © 3 EXTERIOR PAD L J J L B L.I L LI L L J L''1 L EJ EXTERIOR PAD C. ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN WI A STUD OR POST OF THE SHEET TITLE: FOOTINGS UNO S440 5400 4 GRADE Wl \S4021 -- S400 - FOOTINGS UNO 1 SAME SIZE (MINIMUM} IN LOWER WALLS TO FOUNDATION. O 4" EXT SO r- 3 ,; . 4" EXT SOG #4 @ 24" OC 4" EXT SOG " EXT SOG BUILDING 9 zi' REF ARCH 9 �L4J L�_ _ F REF ARCH B B n_.. .____. EACH WAY REF ARCH 1 I- -� tLJ J Al.111 )1 REF ARCH D. SLAB CONTROL JOINTS TO BE PLACED AT 12' fl" OC MAX, BOTH DIRECTIONS, REF I © I =–; I © © SIM m I , l i 2 e I I t I - . © I I I 6/S400. I.._ F S400 i� FOUNDATION & - T 1 # ! 1 - -- ''=.=W """" '1..._ -- - '• Ll' -��.____I! ' .. a_-- - FLOOR FRAMING s 1 �-� - • - 8 ray f FOUNDATION LEGEND 171 8 9 SIM I L J .' I 9 1 1 9 / 1� L -i ; Aft SIM • 9 8 1 PLANS A ; I S400 \5400 r 1 S400 S400 Alla `� 5400 5400 1 S400 S40D 1 A I 4 I I INDICATES SHEAR WALL. REF 104 FOR SHEAR WALL SCHEDULE, TYPICAL 4" SLAB ON GRADE WI 4" SLAB ON GRADE WI 4"SLAB ON GRADE WI \ 1 4" SLAB ON GRADE WI 6 6 35 I / 4 1 35 SHEAR WALL DETAILS AND HOEDOWN SCHEDULE. ONE HOEDOWN 1S #4 @ 24" OC EACH WAY, A SIM 5400 #4 @ 24" OC EACH WAY, ��r Q #W @ 24" OC EACH WAY, I 51M A #4 @ 24" OC EACH WAY, TYP '� I I 6 A I TYP TYP 4 TYP • S400 A 6 1 11- 1 TYP 1 ALWAYS TO BE LOCATED AT EACH END OF EACH SHEAR WALL UNLESS s Q\ '� I 6 I 6 v I f 6 1 I /./,} NOTED OTHERWISE. m 5400 \ ..I 4 : 16 S400 / 4 u / / / 5400 I ® / 13 \\\ \- — I L - �� 5400 5400 4 5400 13�/ 13 S40D (�'� - I - ` // f 13�C___L-/ 6� IEINDICATES LOAD BEARING WALL UNO ON PLANS ALL EXTERIOR WALLS TO I/ 4 \ ® ® \ - -_ / ®® I } - 7 ® / 4I 1 BE 2x6 DF#1 STUDS @ 16 OC ALL INTERIOR LOAD BEARING WALLS TO BE Zo S400 540\ 0/- - - S400 5400 .40 J 5400 S400 - - ', - 5400 2x6 DF#2 STUDS @ 16" OC OR 2x4 DF#2 STUDS @ 16" OC (UNLESS NOTED 400 1� �`}—�--- - 4 w _T --L - - S w - 4 - Sp=m5400A �� 7-- -t o--<- r I - - v 7 - L - I - p <t - -I A OTHERWISE). 6 L — -- - -� , Q 0 I 5400 ; s -�� --� — S4D0 � 4a @ 7 — Z- s - � L_ �. - - - ' L- - - - �� °�" - - 35 rr ¢ `LJ Lr` � l- - - - - � I 6 �iJ ! r I C7 i I L © I O u I a INDICATES NON-LOAD BEARING PARTITION WALL, FRAMING TO BE 2x DF#2 E / 4 \ • I z w I 3 ; • I- _ _ z iY w 't,� 4--, - r---0 L -I STUDS @ 16" OC, UNO (SEE ARCH. DRAWINGS FOR WALL WIDTHS). .' I i 36 I � a t- / w t 1 ®" 5400 I ® i ® 3 1 m Z 1 36 I A I ,� 8�4� 1 Q w c 1 1 ', 1 , I S40D �1 IM S400 J w 1YLij 3 1 ii I A INDICATES SHEAR WALL TYPE, REF S104 trm TYP 1 r 11 � m 6 ,° I I r ? TYP Ii 11 I I SIM 11 !� 6 INDICATES HOEDOWN TYPE, REF 5104 I 1 _ O : 1 Z S400 .1 • i `= '0' L �. ° • L — _ _ ——�_ .. `€ ,_ ,,.�... _ ——..L 7 1 _ J ��_ __________ ______ INDICATES FOOTING REF SCHEDULE THIS SHEET il TYP AT ALL INTERIOR 8 1 6 ° 11 R A 1. i1 8 TYP AT ALL INTERIOR �� TYPE, WALL FOOTINGS UNO A / 3 \ A I I ° 1 6 I '1 u A _ WALL FOOTINGS UNO I € 1 5400 J 6 LI 5400 i' 4 0 0 i J A L I © 1i v I //V !® \40� 81 ® 1 ® 1 r- 6 I; S400 I' /�- INDICATES STEP IN ELEVATION. BLDG }M _'„ 5400 �� 13 ° i//L — _ - — — 1'P FOR ALL INTERIORfi 13 _ 1 --- - -- i' _- — — — — { — — L_ — — — — 2_ It.�� =T ' U I �_-_ TYP FOR ALL INTERIOR J T ALL PE- M:TER UNO[__ I i- I I 400 5400 ` - - _'- – `I I 1 PAD FOOTING3UN0 ► I 1, ALL PERIMETER WALL r / 35 FOOTINGS, UNO INDICATES KEYED NOTE, REF 51 D4. TYPE A2 WALLFO��TI GS, 1 ILLAZFOOTINGS "� i I I ® C - fid„ - - J r - -- - L - � 1--L I I �� �� 4 1� -.-I _ - - � 1 UNO A i >/4 L - Z_ 13 / 13 \'- J J kr r - � !1 - � I �' TYP FOR ALL L � J v I CS400 � � 7 13 \ ilik - - _ 1----1 � � 13 \ / 13 �4 A mo �' I 400 5400 S�O� /�� - - �` r - � , INTERIOR PAD �4D� S4D0 � � - z � -- � \ ® / �40� S�4� 5400 FOOTING SCHEDULE 1 <� I / / r� /i// , ® FOOTINGS UNO ' I 16 ® `� yid \ } 35 1 DRAWN BY: cw7 ® // / 7-'4----- 4 A A , c� \ ° 1 MARK SIZE REINFORCING NOTES S400 3 <Q/ -I 6 ` f 8400 �� 6 1 \Q� 1 �0jDATE ISSUED: 12/11/15 3 ��5400 A I A , 1 1'-6"WIDE x 24" DEEP (MIN)x CONT (2)#5 CONT 6 , 11 11 ( 4 \ ; ! 1 A I • ' I' I II 6 I, A N 6 , I 1 5400 i i 1 \5400 1 / 6 2 1'-0" WIDE x 10" DEEP x CONT (2)#4 CONT I • 8 1 8 1 8 ? 1 1 I >� 8 1 I r f 1 t 4- 1 1 - ,,? 35 / . 11 1 1 5400 ii 1 1 3 2'-0"x 2'-0" x 11" DEEP (3)#4 EACH WAY - S400 9 II 1 I; S400 9 L 540 9 f� Ei _ 9 400 1 J c L _-� L J I L ;_ s i ,w =a -I . .. L�-J L ;� �'!- 4 2'-6"x 2'-6" x 10" DEEP (3)#4 EACH WAY - - I' 11 ammai I� __ � _.._ I1 5 3'-0" x 3'-0"x 10" DEEP (4)#4 EACH WAY - _', --- s � --.,T t-...-- _ ""'� }�- ___ _�.-. ...:�__._�_..�.. •__. �..._. �� w"-`-'r` - .........1'4 1..."�..'.--W.._..__.c_._...-__ .. }"......___....3. __.rte............».. _._.. ._ -.:1 f '... :.71 f I I* 1 g �___ `�` 6 3'-6" x 3'-6"x 12" DEEP (5)#4 EACH WAY - I A 4" EXT SOG _ 4 - _ 4" EXT SOG I I I I I I 4" EXT 50G ■ - B 1-..,-1 J © REF ARCH © B ® REF ARCH I L _i B EL -1 1rr 0 �J I 4"EXT SOG 7 1'-4"WIDE x 12" DEEP THICKENED (2)#5 CONT - d a REF ARCH i__ e © Alk © 1 ' �/ Alik © r ! REF ARCH - ' 1______J SLAB x CONT°' �40� i S400 _ , 1 S400 _ 1' 6" WIDE x 12" DEEP THICKENED TYP AT ALL I ==-_ r•,. I I r_--J-1 i i i t [ EXTERIOR PAD , L ■ J I _ �� L r r 1 L 1 I 17 `J TYP AT ALL (3) a 3 -._.._ B - • _I ... - ---- - -- ---- .. - - J ` I1 Fit.....1 1 f 1'0 g _1 C-�J 3 EXTERIOR PAD 9SLAB x CONT DT FOOTINGS UNO - 4 -..- J 4 FOOTINGS UNO 3'-0"WIDE x 2'-0" DEEP x CONT (4)#5 AT TOP & B - © © S300 12� / 2 '400 125300 © 2 12 10 1'-4"WIDE x 24" DEEP (MIN)x CONT (2)#5 CONT - o ® 5400 OP �40% 5400 TYP TYP ) s4o9j OPP S400 8400 TYP - - 17 TYP S400 c 9 L a� N S220 • SHEET: a 1 BUILDING A2 - FOUNDATION PLAN 1, N 5220 SCALE: 1/8" = 1'-0" W20 SArchirecrs,Inc. ,, 15-T084 0 U A 0 0 E:31 © 0 0 200'-0" / ROOF FRAMING PLAN NOTES / 46'-0 314" / 8' 0" / 45'-11 114" / 45'-11 114" / 8.-0" / 46'-0 314" / 1. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. 2. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE CONSTRUCTION METHODS FOR THIS STRUCTURE, CONNECTIONS, DETAILS AND CONDITIONS NOT ARCHITECTS TRUSSES I TRUSSES I SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE 720 NW Davis 503.221.1121 @ 24" OC @ 24"OC ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF 4 4 DETAILS ARE ENCOUNTERED NOTIFY THE ARCHITECT FOR CLARIFICATION IN A Suite 300 503 221.2077 U SIM a SIM Sfi00 a SIM a SIM TIMELY MANNER PRIOR TO BID OPENING. Aft5600 Portland OR 97209 www.lrsarchitects.com 4 24 4 24 25 ® 24 m 3. REFERENCE 515104 FOR TOP PLATE SPLICE DETAIL. ® S501 S600 S600 SIM SIM SIM SIM m S600 S600 S501 ® 4. TRUSS MANUFACTUTER TO REVIEW ALL DETAILS &PLANS TO ACCOUNT FOR iiir S SIM S600 S600 S501 S501 S501 S501 S600 S600 SIM S501 ' S501 SPECIFIC CONDITIONS. � U C T��� 0 \ \ A m m 1�M�■M�W � ' 1 a — —..�►��1:a �Mil _ m m - 0 5. ALL POSTS& MULTIPLE STUD SUPPORTS IN UPPER WALLS SHALL ALIGN W/A POST Llic., .__________ri_ RE0 PROF, _ - � �� �M � ��• , J� 1 �1� - �`� ��� _ � >�1 �� , DR MULTIPLE STUD SUPPORT OF SAME SIZE IN LOWER WALL. TYPICAL UNLESS ��' `�S ,n Ir S� _1 ,� RI S6DD 600 \,..._6(:)9/ 5600 CM �, �� 600 , �1 NOTED OTHERWISE. 7.'„,c4.6� G t fQ� �� ; T518"A A RATED 7L 518"APA RATED I ` A A A I (� A AA Q r 1 rh - - I EN A AL A ! 1 ROOF SHEATHING 6. SUPPORT ALL GIRDER TRUSSES WI MIN (2) 2X6 STUDS OR (4)2X4 STUDS AT EACH 1547E L� Ili 1 °' ROOF�HEATHING I a pilde71 m "A !f FLOOR TO FOUNDATION TYPICAL UNLESS NOTED OTHERWISE. �T��' MI i M. 1I �� 111110M \� `++ ... �r - yvu �► - I I 7. PROVIDE 4X8 DF#1 HEADER AT ALL WINDOW& DOOR OPENINGm. S W/(1) CRIPPLE &(1) -�� / - ._. i.i ,_..- v._._ _ .I _ — OREGON ,� IMIL 0 +�!``- - - ---- .ter���` - �III -_ j _� 9 0KING ON EACH END OF HEADER TYP UNO ON PIANS SEE DETAIL 41S102 FOR "T +I� -+ . ;, TYPICAL HEADER CONSTRUCTION. FOR OPENINGS LARGER THAN 8' 0"PROVIDE (2) • ' � dos°' *Mg Bg �` B15 B9 OI 1 G" B9 "'i B9 )IM B15 I _ _ _.__...�__ I B15 `9 B9 0,1* B9 B7 � ►� B9 I B15 B9 �� • __ -.:r- ! r.•- q , O � '� � L- ___ ___ ___ `J �VP X0 11 RAID ♦ /�I 4w !! '. -"- CRIPPLE & (2) KING STUDS. TYP UNO ON PLANS. �, .1„ I � 1 ® I B9 B9 ! '�!► i ! / B9 viz25 `� B9 ♦ 10 M v 10 ♦♦.♦�• �� ♦ 10 ' i•_ 10 ��►♦ 17EA E' ,` i `I♦♦.♦♦♦j� 19 19 ®♦♦� iti 47 i �4// 1! .� Alk I. 4 ! S600 �S600 .�� ♦� 5600 3 S600 U ♦♦� 5600 5600 ! ssoo .♦.♦..�1s6Da EXPIRES 12-31-15 ! sso2 ♦ .♦♦♦♦♦ A A ♦♦♦♦f�♦♦�♦Al: q 56b2 . ,_ ROOF FRAMING LEGEND 26 ! s �♦♦♦ ♦♦ , I !S♦♦ ♦ 26 E, GIRDER TRUSS I ♦♦♦♦♦♦♦♦ �/1. OG (-44- 5600 TRv !! ♦ +� GIRDER TRUSS IsOE, � S601 ! ��� I ♦ � 2� 44 SS !! ♦ ly vAi► �I0 AS,f2� OG ,vI. ,`% �,♦• 5 @ S602 i A , I t ! S602 �SC�g�. ,��� ♦i : -mm �� c TRUSS 5601 I ` I ---- INDICATES SHEAR WALL BELOW. REF 104 FOR SHEAR WALL SCHEDULE, M1 GIRDER E5 @ ,'�_ TYPss � �►�/ ,�FLv �� OC S- i ce, ES @ GIRDER I TYPICAL SHEAR WALL DETAILS AND HOLDOWN SCHEDULE. ONE CONSULTANT: a - T: TRUSS �RUSs �,�' 6 , ," \� v ! ,\' NI// j 6 �`y�., 24"OC TRUSS 'DER TRUS - '� HOLDOWN IS ALWAYS TO BE LOCATED AT EACH END OF EACH SHEAR rn , `� �, 31 ,� . _ __ / , rn I� WALL UNLESS NOTED OTHERWISE. um;N '1 --7L- S600 -� == , I ==fir-- 44600 --,�" iI• TRUSSES I - - , + 1 ! - ---_-- .1 I _ 1 a@ 24" OC E____] INDICATES LOAD BEARING WALL BELOW UNO ON PLANS ALL EXTERIOR qc.,, .e;.3., r r- `__— t rr _�,4[ r-.- I..� r� 1 rr— �L_ 1 — i 1=����TRU55E� ,� S`-_�� c__-�� � _- I � `�F--� .�--i. �If, -• TRUSSES 1 II v rn rn G i !1 @1 !! I J o� s !I TRUSSES WALLS TO BE 2x6 DF#1 STUDS 1fi" OC ALL INTERIOR LOAD BEARING @ 24'OC1 �_�{� IIL' o) v � @q ■' ® ; �@ 24"OC :, ____, _ r.___w 0 ; i� ,! ; �1@ 24 OC. @ , A WALLS TO BE 2x6 DF#2 STUDS @ 16" OC OR 2x4 DF#2 @ 16" OC UNO ON v 1 /1���►' I f -11 c==-- =4 A _� ' _,- - t' 11 ����;•► v PLANS. 1 is ! jai ® i AV I ! € 1 �A ii I . _..._ " 1 I i1 I 1! I 1; allk INDICATES NON-LOAD BEARING PARTITION WALL BELOW, FRAMING TO BE A ' , ;i S601 ,� i 30 0 30 I i r _� 1! 30 0 , rt S601 ! h GIRDERIDRAGI I I ! it n ! 1 it !I �1 I !GIRDERIDRAG • 1 . 2x DF#2 STUDS 16" OC, UNO (SEE ARCH. DRAWINGS FOR WALL WIDTHS N0 ,,,,, S601 , ' -1L J 1 11 I -_.--_.._--_-�; :: �_ _-.J# - -__� 11 I L _ 11 , S601 1 I 1 s TRUSS 30 ,L--- --- �L GiRDER/DRAG TRUSS --� S1 Rn . -- ---- ---- -- - ---- -- — TRU J° , ______, _ IRDERIDRAG TRUS TRUSS GI • ' R SS t I . I-- i I TR SS ( _ _._ .._ - _. I © INDICATES HOLDOWN TYP REF S104 INDICATES SHEAR WALL TYPE REF S10 ® ----`-'-'--"•-=-7=7. �.I 'I' i 31 !t0 • it I I !� ® E, S601 � i m I A u i $ 3D ® 30 8 i i1 A i' 1J eco A I1 i 8 30 ® , 30 i; 8 i m I S601 F I O E L H A I�� S601 v ! S600 I I S601 1 S600 I v I °O ! 0 !i S600 S601 , 1 !' 5600 ! ' S601 MIM A ! I Ji t - BX INDICATES BEAM TYPE, REF SCHEDULE 5104. ENGINEERS , EEO - �: __!I - n F---- J� =J1 ! LI .• Portland: (503)624 7005 y'' II1rn i� Ir cl-_ ; k _ r r- I �� os !I I; !!li ® ABend: (541)383-1828 ilika i TRUSSJES , !I I1 n m m ! I ;1 ; II I m im !I Ig 1! li //24" OC IV , - �� �� �`-- *' OC'" I I '..T -1 '' i INDICATES STEP IN ELEVATION. Froelich Engineers.com @ �� @ W�__—LI' J i 1 R t 5�s 1 � I I�_ . �, v /// JOB#15 T084 rL� L_ TYP _�I USSES i I @ 24,. II- _• TYP • I, S kr I , @ :�_ ._-.......... CR OC -_ __ -- SFS , TRUSSES CAD-5 ca r , ; 1 ~�� ,�, j @� @ 1.____ INDICATES SPAN DIRECTION ROOF SHEATING. CO � m �S �� I 6 , , 31 I 6 . I 4� m1 24"OC �1 ! GIRDER v5 �, , ► �� n I n `^� I ,� 4„ GIRDER 11 IRDER TRU' C� �'�� -= S600 I� �+; ` rr ! q . 1 ���♦ S600 car'' C' TRUSS 1 N TRUSS t I ! 1 O -DER TRUS �. (� I I0110 j •��♦ �•� �1 i i (n �,♦�♦ �•� 1) � r O INDICATES KEYED NOTE, REF S104. F 26 I. ♦ 1 S• i; i i AI . i i1 �♦♦ ��♦♦♦ A 26 �: GIRDE' TRUSS ,� 4rgai A I I I GIRDER TRUSS 5601 ! = ♦��1 • I S600 1 ! r S601 - { I ® ' � ♦ �;♦ •♦�, 19 44 I 44 19 �•: �Ai, _ 47 1 © ! p 10 ; 10 ���+,� '� ♦♦♦♦ INDICATES OVERFRAMING TO BE PROVIDED BY TRUSS MANUFACTURER. sso2 I ! 5602 ♦�♦♦♦ 10 10r 1 S602 ` ♦ +� � S600 ! i shoo ♦�♦ ♦♦ tettl1/4S602� a //\ Ita 600 B9 ��•� � S600 �� ♦�► I"Pit 1/ 5600 `���♦� �•� B9 B9 ! _ :♦�� ♦♦ S600 ., l.P �i�s S600 Ave 1 B9 S600 -- -._ _._-__ _ i B9 B15 I' B9 B7 B9 / B9 I 69 B15 I11 B15 B9 B9� + B9 B7 Awn afforatii-4 t 11 �•� kgr �3-_ -- r -- ` - - Y ice. _ t7KEYED NOTES , I 1nI / 11111'I I ..--- --.------____-- __.. - _ __._ a _ 2 4X8 DF#2 POST UNDER END OF BEAM. b • ,� /% I IN; A A A ml‘d _--�!-.__T_.._.1,411. A A• _ A V A AEr 1111M. 11 m ! A A A I 7 14'-0" SIMPSON CS16 COIL STRAP ON TOP OF FLOOR SHEATHING TO I-JOIST BLK'G I 1 rr■ - �� r r PI I ii I m al BETWEEN FLOOR JOIST&TO DBL TOP PL'S AS SHOWN ON PLANS. o> , • v v f v v v v -' tv v v.N 1 1 _ PROJECT NUMBER: 215079 a = T ,� I 9E OF TOP PL TO SIDE OF DBL I-JOIST BEAM PER DETAIL-- I -' 1 C� �r7 [--u� _ [SII— v ! = I 51S500 OR DIETOAILA3Sly OID 1S600 I t� - �z, - S600 .11 — = `` 600w 11�i� 5/8"APA RATED 518"APA RATED �� —„-,-OP i,,,` i $ �j� ' _ ti 0 c , , _ �� ROOF SHEATHING ROOF SHEATHINGw�ll��l� rn r°1 - ALIGN JOIST Wl WALL AS SHOWN ON DRAWINGS & EDGE NAIL FLOOR SHEATHING TO .g 25 4 al m 1 _._�V , : �. . ....... -. t ■M. m m 4 Alh 12 JOIST FULL JOIST LENGTH. Tigard Apartments 5600 S600 m m ® ® AM' IMM- co a S600 S600 SIM SIMPSON LSTA24 ON TOP OF FLOOR SHEATHING TO I-JOIST &TO TOP PLATES. SPLIT SIM S501 4 SIM SIM SIM SIM 4 S501 17 STRAP EQUALLY AT JOIST &TOP PLATE INTERSECTION. S600 S600 S501 S501 S501 S501 S600 S600 SIM 24 SIM 4 U 4 SIM 24 SIM 25 PT 2x10 HF#2 @ 24” OC 135th and Scholls Ferry, S501 S600 TRUSSES TR SSES 5600 S501 @24" OC @24" OC 26 2x6 DF#2 @ 24" OC Tigard, OR N 30 ALIGN DRAG TRUSS W/WALL & DESIGN FOR 2000 LBS SHEAR. 2� BUILDING A2 - ROOF FRAMING PLAN A L 31 ALIGN DRAG TRUSS W/WALL & DESIGN FOR 3000 LBS SHEAR. ; S221IIIF SCALE 118" = 1'-0" 33 DESIGN TRUSS FOR 2000 LBS SHEAR. 15-TD84 35 (2) 2X4 DF#2 STUDS @ 16" 00 IN INTERIOR BEARING WALL. 36 USE 2X4 DF#2 STUDS @ 12" OC ON EACH SIDE OF PARTY WALL. 200'-0" /( / 14 / 46'-0 314" / 8'-0" / 45'-11 114" I' 45'-11 1/4" / 8'-O" i, 46'-0 314" XX FRAMING PLAN NOTES 1. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. HOLLAND 2. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE CONSTRUCTION PARTNER METHODS FOR THIS STRUCTURE, CONNECTIONS, DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE GROUP TYP ® TYP ® 25� ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF DETAILS ARE ENCOUNTERED NOTIFY THE ARCHITECT FOR CLARIFICATION IN A 1111 Main St#500 • 25 6 ® 24� 111 S501 24 ' ' S501 ® 6 m S50V TIMELY MANNER PRIOR TO BID OPENING. Vancouver, WA 98660 A S500 PT 6x6 HF#2 TYP S500 S501 A S500 3. PROVIDE SIMPSON LSTA36 STRAP CENTERED ALL DOUBLE TOP PL BREAKS W/(13) Phone: 360.649.7888 S501• S500 27 S501 S501 � 5501 27 @ PT 6x6 HF#2 TYP 5300 v 16d SINKERS TO EACH SIDE OF DOUBLE TOP PL BREAK (26)TOTAL NAILS. TYPICAL S300 _ AT DECK SUPPORTS \ S501 - -.�- ` �� ` ... ... S501 18 0; B4 m ! C) A AT DECK SUPPORTS/ o, Q, • UNO. SHEET TITLE: - m 64 B4 18 2x6 DF#2 / 18 I 134 B4` °° a °° B4 18 4. ALL POSTS & MULTIPLE STUD SUPPORTS IN UPPER WALLS SHALL SLIGN W/A POST E? 5500 r-- S500 w @ 24" OC \-------, Alk S500 r— i $500 -, c S500 OR MULTIPLE STUD SUPPORT OF SAME SIZE IN LOWER WALL. TYPICAL UNLESS H., 25 `h Ul 9 �� A '^'' `'� 25 crs r� '� c o r I I G_ A A 9 �- `'� ® c� I BUILDING 9 m m 5500Vir (26 m A ir m A S500 AI atk5500 A m A m , • m aa1 I NOTED OTHERWISE. S500 'I: r Q S500 A °? S500 Q 26 �, v Alk NOTE: 5. PROVIDE 4X10 DF#1 HEADER @ALL WINDOW& DOOR OPENINGS WI(1) CRIPPLE & (1) �...�_... be ` ! °° � �_� Q !. I µ S500 FROM FLOOR ROOF r: \ __ _. .r _ v --_ — _... IINDICATES- - DETAIL 41S102 FOR _ , SHEAR WALLS FR KING ON EACH END OF HEADER,TYP UNO ON PLANS SEE 2 5500 .._ • ��� ��:+•:`* • �� 2ND FLOOR TO 3RD FLOOR. TYPICAL HEADER CONSTRUCTION. FOR OPENINGS LARGER THAN 8'-0" PROVIDE (2)_mow--___ �....__-. • .�. -..-__..,.,,,,-.,_,..,m �i ; � -w � ■ - � - - • B9 � �7 B10 IO14 '9 if B 0 B9 69 B7 - I►__��y.4 �} B7 B9 `:�� B 0 _ B10 B , f B. B9 1:00 ._..........._..... FRAMING PLANS . -- ._ ...- ...._ :..__ _ - CRIPPLE KING STUDS. TYP UNO ON PLANS. HOEDOWNS CALLED OUT ON & {2) K - B10 $ �!9'�l1�11 I B10 7 810 4'-,I" I 10' 1" 8 9 8 B10 € THIS SHEET TIE 2ND FLOOR r--- ` ' a 8 ; WALLS TO 1ST FLOOR WALL, TYP 6. ALL 2X4 BEARING WALLS TO BE 2X4 DF#2 STUDS @ 16" O.C. UNO ON PLANS. ALL 2 j 5500 U 10'_p 4,_p„ S500 5500111.• ' �� S500 EXTERIOR WALLS TO BE 2X6 DF#2 STUDS @ 16" O.C. ® Q S500 5500 2 OG 7 SIM 1g2 00 S500 r O12 + © 7. 2X SILL PLATES MAY BE USED AT WALLS OTHER THAN SHEAWALLS. 9 19 @ • ' A 19 U 7 O 3 I 5500 .I 19 'r): 5500 A IF 7 00 �� ( 4 5500 t j S cv A c ® C� 23 O v 4 �� 5500 OC' vr' ® -, a' •N_ 1") • 4 A FLOOR FRAMING LEGEND co � rt 1 g O 9 } of� q � � @� � 4 , O ; g} . nt 19 � , --'° ICY S500 c; `- c� - S501 ; jcq 4 5501 % N v 5500 lir S500 o; \ i �L. 1 > / 5500 S500 *�. �< O 'rD. 0 Lo v S500 r', o> ti m ti --i' j-' S501 S500 g1 � --� r' B2 89 @I © �� 0 I ,I r En B2 �`), j 00 B2 ' _ I �+'� a p B9 U B2 a 00 m I I INDICATES SHEAR WALL. REF 104 FOR SHEAR WALL SCHEDULE, TYPICAL A 5500 e e - 1 b - ff/r A SHEAR WALL DETAILS AND HOEDOWN SCHEDULE- ONE HOEDOWN IS " _ n B9 i rn q as 5500 I I B9 :s ALWAYS TO BE LOCATED AT EACH END OF EACH SHEAR WALL UNLESS IF .9 __ 69 I� G is m 1 , m �- n © Lin B9 B9 I B9 � m m V1!�j NOTED—_� m O • 7 11 • OC li © i ,�e' S500 } i 31 @24 19 tI © '' • Aik J1 6 v @.,_D �'p i © !I q INDICATES LOAD BEARING WALL. UNO ON PLANS ALL EXTERIOR WALLS TO P` S500 1 ® • SIM S500 1 S500 12 ``' S500 BE 2x6 DF#2 STUDS @ 16" OC. INTERIOR LOAD BEARING WALLS TO BE lr ! '1 ! `s �' ! ,1 , 17 ` 1 ii EITHER 2x6 DF#2 STUDS 16" OC OR 2x4 DF#2 16"OC. CV ;, 1 !' , ! 1 'I r i'----- -- t i�-_._.___-_....._......ilr......s...._.....,®. ,.k..� a ,�.-._ .o_..w®.v—b...._.r�_ _.�? t... ,_--Jt_ ti ;� _IL._ _..1 ;a.,... . ..-,: .... , ,....« ..,,.. », ,... ------- ..____... �5 S •'1 S500 5 fl0 5500 3 w \ ,. _._.. ...�:..�.._ -�______�_____�-r�___�.__ 27' w --�____----�____�_______-..___. -- _.� _ INDICATES NON LOAD BEARING PARTITION WALL, FRAMING TO BE 2x DF#2 i ! I q A ? -. i a • i ; I ;I I ; STUDS @ 16" OC, UNO (SEE ARCH. DRAWINGS FOR WALL WIDTHS), 1 6 K ,: A Bco D © © G FRAMING PLAN NOTES L. ns ,____, 200'-0" / 1. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. 46'-0 3/4" ' 8'-0" ' 45'-11 1/4" 45'-11 1/4'1 8'-0" 46'-0 3/4" 2. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE CONSTRUCTION / / / / / / / METHODS FOR THIS STRUCTURE, CONNECTIONS, DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE i I i I I ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF ARCHITECTS . DETAILS ARE ENCOUNTERED NOTIFY THE ARCHITECT FOR CLARIFICATION IN A TIMELY MANNER PRIOR TO BID OPENING. 720 NW Davis 503.221.1121 A' 3. PROVIDE SIMPSON LSTA36 STRAP CENTERED @ ALL DOUBLE TOP PL BREAKS WI(13) Suite 300 503 221.2077 U I ' 16d SINKERS TO EACH SIDE OF DOUBLE TOP PL BREAK (26)TOTAL NAILS. TYPICAL TYP ® TYP ® UNO. Portland OR 97209 www.Irsarchitects.corn � � / 25 25' ilk ! ® I (--2-4- 24- / '/7---17- 1 ` S501 i �4 / 11� S501 ® € m S501 4. ALL POSTS &MULTIPLE STUD SUPPORTS IN UPPER WALLS SHALL SLIGN W/A POST S500 ® 5 I S50D S501 © S500 I OR MULTIPLE STUD SUPPORT OF SAME SIZE IN LOWER WALL. TYPICAL UNLESS �k1C TUR S501S300_ 8501 S501 �� t,,, 02.,),„,...„,._,\:,,,..8_500//_ _S300 NOTED OTHERWISE. �� P .qt J \ \ - - - - S501 PT 6x6 HF#2 TYP PT 6x6 HF#2 TYP - - - S501 - - - - - 5. PROVIDE 4X10 DF#1 HEADER @ALL WINDOW& DOOR OPENINGS WI(1) CRIPPLE & (1) �� RO�18 B4 m I B4 B4 18 AT DECK SUPPORTS 2x6 DF#2 I AT DECK SUPPORTS 18 64 B4 :. �: m 64 5 KING ON EACH END OF HEADER, TYP UNO ON PLANS. SEE DETAIL 4/S1102 FOR /,-sOk",---------------------_,, s, �G1 NEFO I �v 7� � TYPICAL HEADER CONSTRUCTION. FOR OPENINGS LARGER THAN 8'-0 PROVIDE (2) U ` r� @ O � - ` S500 NOTE: CRIPPLE & (2} KING STUDS. TYP UNO ON PLANS. Al( 1547 \\, ;-\r q S500 �--, I al A110111. . 5500 24' OC S500 r------� 1 !'--7, °' i m [25! CO g m CO m S500Aft a S500 m X25 �p AIIIIIkg • m ® m FOR SHEAR WALL • - 55D0Cn +6' S500 6. ALL 2X4 BEARING WALLS TO BE 2X4 DF#2 STUDS @ 16" O.C. UNO ON PLANS. ALL .i Ailllik 5500 I S500 °' S500 S500 INFORMATION 0 \ - - S500 _.L_.�__.. . _ .�u.. -- _ .Y� _ m _ .�_ ----- - - I:` ___ � � _. I_- - - -FOUNDATION EXTERIOR WALLS TO BE 2X6 DF#�2 STUD 6 O.C. ` � EGO .______� kii _W� REF FOU 5@ 1 OR N�- --- - - ��■ ._��- 5500 PLAN 7- 2X SILL PLATES MAY BE USED AT WALLS OTHER THAN SHEAWALLS. B9 LCi� ' �� B10Imm.mw9 ` B 0_-_.... B9 69 B7 O . --F �� aE B7 B9 �� B 0 B10 B , �1�a 69 L \r: qr 25 19 I B10 � � g I _ _.., •! � $ BID � B10 4'-!" �� 10' 1" 8 � 9 � 8 �,, B10 ' < � DEI*�` �' • © 5500 00 + 1o'-D" 4-0 s5oo „ SSQD © FLOOR FRAMING LEGEND N. S500 5500 G SIM OG 5500 �f ! � ! EXPIRES 12-31-15 5500 ! �, ® 1 ® 2 O @�0 2 ® 1 1 ® : C� i 5500 # CD' �g 19 t j ! @� 19 y5@.,,\ % 3@ 1 8500 ,3 1 3 19 ' - ! I I INDICATES SHEAR WALL. REF 104 FOR SHEAR WALL SCHEDULE,TYPICAL 1 0 ! , SHEAR WALL DETAILS AND HOLDOWN SCHEDULE. ONE HOLDOWN ISlim 12 OU H �� 4 S500 `� <r V N n! _-..- - r' pV bilk >/23� E _O • € _ ,a / 5500 4 �' ® E ALWAYS TO BE LOCATED AT EACH END OF EACH SHEAR WALL UNLESS CONSULTANT: _ d cv S501 S501 ► (� S500 ,9 NOTED OTHERWISE. a 1 �`L 19 5500 `y O \ ` ' ¢' © 4 � 4 ! ^`' 19jis I, @ S54D - ry i / S500 S500 ,�°' `q , E 7 ,� �� 5500 •r' a�°' � _ .. ., N 1 � S500 f °N° f .-._ -../ ra € u�et `y i E < p I 8 ^ r; 0 INDICATES LOAD BEARING WALL UNO ON PLANS ALL EXTERIOR WALLS TO • ^ 62 B9 © ('� �; �I � 62 ti �' B2 ��I� 1 +� r© O__ B9 _ �� ^ O BE 2x6 DF#2 STUDS @ 16" OC. INTERIOR LOAD BEARING WALLS TO BE 5500 �r,�� I EITHER 2x6 DF#2 STUDS 16" OC OR 2x4 DF#2 16" OC. :9B9 ] © !i • m �' i-„ �► © �r�.i tE J ■;. _ 89 `��J Bg f� S500 -- v ^ B9 ®- BI @ @ € - eg ! 2G > 1• 1 INDICATES NON-LOAD BEARING PARTITION WALL, FRAMING TO BE 2x DF#2 19 �` , ! l I @i ice" i i E t @�4 Alk © I' ; Q., All ! STUDS @ 16" OC, UNO (SEE ARCH. DRAWINGS FOR WALL WIDTHS). . . 0 S500 € ( ! 5500 , ® 1 SIM i i S500 1 ® 12 O 5500 >' 1-_`_.1 ' € i 1 m ,' i• 5500 F !1 •5500 5500 t ; i; INDICATES SHEAR WALL TYPE, REF S104 � ` € !..__ JL _ _--. - 1 !` i' - ..._.! _� . __ e INDICATES HOLDOWN TYP REF 8104 0 rn \ 2 5500 .� _ __ �...." �� ______�_ ____����_____ ' - 27! -- - - ' 7 G ! , , t ! is ✓ BX INDICATES BEAM TYPE, REF SCHEDULE S104. 7----::::----7--- 7 # i S500 ` AillikAll 2�" C • 5500 ; �26 FROELIC1 tt 5500 16 1 ! S500 ; Lik`_ S500! pG J1@ ® ! I € v ! 5500 ENGINEERS ' • ii _JL r � tL-- ' �/ INDICATES STEP IN ELEVATION- B9 ! 69 , ! � a --:i7.1 ' - �� 5500 � �7 = � S500 �a��� B9 j :9 B9 ;j !i 1 m fe-z� i OC 1 �, -,� Er--- ! _ j Ir---,� S501 + r;--- i I, B9 B9 a / Portland: (503)624-7005 ! ! 17 a� ij © © -- - -- © © ! S500 dike ! ! Ii F Bend: (541)383 1828 V B2 B9 „- I m �� 69 _ 62 f . 1---1 :.' B2 _/ m c, B9 B2 , s � Froelich-Engineers.com e. INDICATES SPAN DIRECTION FLOOR SHEATING.Q n - - 17 — U . ^ r +. ^ l/ JOB#15-T084 ti © © G ,1L AJC - 'g1 19 O 4 By _IL ■.■.. _ 2 2 CAD-5 e� m @^' �ry ry O 16 o Ali 5500 S500 �Aililik I o O INDICATES KEYED NOT EF S104 O i 19 'S50�0 ! cv - 4 .: c0 / 5500 O !; ; 1 O \ n L� ® ' ® G ... � ! 1g2 ® i S50� 1g 2' OGirk Ua C� j € t �3 a' S501 SIM �3@ S500 E �. I - JOIST SCHEDULE Alliill12111111 S500 �� ® € ; ® © # :! $ ® oo S500 MIN SHEAR MIN EI X 106 MIN FLEXURAL 9 �� S500 ! , S500 9 9 8 MARK DEPTH 8 S500 1 4'-O" 4'-0" . , � 5500 CAPACITY (Ibs) CAPACITY(lbs int) CAPACITY (ft-lbs) B10 S500 ��ill € � 10 0 .FAME B10 B10 10' I" -i B10 1 5500 ! �' _ _ ---r_�-_-__.._.._. i1 550 55001 J1 11.875 1335 248 3100 B9 r 9 -- s 4 Y B10 5500 B10 ! B9 B9 67 --- -viimmer 67 69 B9 �� . I B10 _-._ B Em... B9 p.11; 11.875 1485 318 3775 4 rwaw. �� �_ �Iw,.� _ ����.r -_ � - - J2 _I �__-- - I_ zT_ I .. - 0 - ._. .. i S500 i /.. ® II o, M _. co3500 S500 ch = '� 06 S500 I J3 11.$75 1485 406 4690 1 S501S501 J4 11.875 1625 547 6965 o CO 25, m m 25 m CO , 25 mm Am - - i� 18 I I i_ I i rJ �-' A 18 S500 S500 18 = I LJ 18 S500 :"� m E B4 B4 S500 5500 B4 © B4 111110 I m III S500 KEYED NOTES PROJECT NUMBER: 215079 KEYED S PT 6x6HF 2 TYP ® - - - - _ 0.:-I______ .. a ;'/ - - PT 6x6 HF#2 TYP _ - _ PT 6x.HF#2 TYP - _ . _ -' - -.--` - - - - - - - PTBx6 HF 2 TYP 41) \ AT DECK 5 PPORTS © I' 24 AT DECK SUPPORTS AT DECK SUPPORTS 24 I © AT DECK SUPPORTS 2 4X8 DF#2 POST UNDER END OF BEAM. • ® Adak S300 ®! m m ' ® ' S300 11 ® ' Tigard Apartments I S501 S500 S501 S501 S500 25"\ S501 S500 ® S501 S500 S501 7 141-0" SIMPSON CS16 COIL STRAP ON TOP OF FLOOR SHEATHING TO I-JOIST BLK'G OPP BETWEEN FLOOR JOIST & TO DBL TOP PL'S AS SHOWN ON PLANS. TYP TYP 550 TYP S501 TYP ' TYP € ! i i 9 MST37 HORIZONTAL TIE SIDE OF TOP PL TO SIDE OF DBL I-JOIST/BEAM PER DETAIL 5/S500 OR DETAIL 13/S500. 135th and Scholls Ferry, ALIGN JOIST W/WALL AS SHOWN ON DRAWINGS & EDGE NAIL FLOOR SHEATHING TO 12 JOIST FULL JOIST LENGTH. Tigard, OR ! I ! ! I I N I 17 SIMPSON LSTA24 ON TOP OF FLOOR SHEATHING TO I-JOIST&TO TOP PLATES. SPLIT --) STRAP EQUALLY AT JOIST &TOP PLATE INTERSECTION. 2 BUILDING A2 - SECOND FLOOR FRAMING PLAN25 PT 2x10 HF#2 @ 24" OC 5222 ! SCALE: 1/8" = 1'-O" aD 15-T084 26 2x6 DF#2 @ 24" OC 30 ALIGN DRAG TRUSS WI WALL & DESIGN FOR 2000 LBS SHEAR. A ® CO ® 411111 (.. ..) 31 LIGN DRAG TRUSS WI WALL & DESIGN FOR 3000 LBS SHEAR. ,��J 33 DESIGN TRUSS FOR 2000 LBS SHEAR. 200'-0" 14 / 46'-0 3I4" ' 8'-0" ' 45' 11 114" 45' 11 1/4" 8'-0" 46' 0 314" / 35 (2) 2X4 DF#2 STUDS @ 16" OC IN INTERIOR BEARING WALL. 1 k / / / / 36 USE 2X4 DF#2 STUDS @ 12" OC ON EACH SIDE OF PARTY WALL. I I I FOUNDATION PLAN NOTES HOLLAND PARTNER / A. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. I ® ( 12 I ' GROUP B. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE CONSTRUCTION TYP S400 12 TYP 400 METHODS FOR THIS STRUCTURE, CONNECTIONS, DETAILS AND CONDITIONS NOT 1111 Main St#500 © 2 i TYP ® 2 1 (2" ! 12 SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE Vancouver, WA 98660 4 --N\ S400 S400ift S400 TYP ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OFI Phone: 360.649.7885 5400 I B S400 S400 _ 5402 DETAILS ARE ENCOUNTERED NOTIFY THE ARCHITECT FOR CLARIFICATION IN A CI ' \ \ _ _ _ B - _ 5300 _ 4 - - - - - - - - - - _ _ , �� _ S300 - - - - - - TIMELY MANNER PRIOR TO BID OPENING. TYP AT ALL 3 I-� iro / 1 .= �. .' L `J 1 � 1 _ _i ✓ ! ...... g L 1 4illi �� £ TYP AT ALL i EXTERIOR PAD © J LCL) L J L J 4 4 4 SLAB ON S400 L. J L J L-J L " I L J Lii EXTERIOR PAD C. ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN W/A STUD OR POST OF THE SHEET TITLE: OOTINGS UNO S�O� c409/ GRADE W/ I ; t ! 40 FOOTINGS UNC SAME SIZE (MINIMUM) IN LOWER WALLS TO FOUNDATION. b 4" EXT SO ,' �� 4" EXT SOG 0 #4 @ 24" OC 0 4" EXT SOG i ' i 1 " EXT SOG ;: 1- 1 B BUILDING 10 °' REF ARCH 9 L ��J I-1 I REF ARCH B 1- EACH WAY © Q REF ARCH L J © ri I REF ARCH i D. SLAB CONTROL JOINTS TO BE PLACED AT 12' 0" OC MAX, BOTH DIRECTIONS, REF I ©' I I 5 © SIM + 17 I ` I I © I I I I I FOUNDATION & 6154fl0. . .�.�. t , ..,,, h S400 2 _ — — —ell _ „, • --- �___ _. . _..—. .w._„,"^^^^^^” .--.,_._..,.._.__�_.vI — 'I _---_ /..:.: :•.:_:.' ,,r LI' -i ----- ,_._. :::-"----`"--i • — _"__"�-.:..._.......- ;;m..m:�.:.:;:�� u �J .,�.._-_.._......... - - - — ...:T ........_�,.. .d.»-....___✓f — — I ' 1. f ,._ _ f— -- t _ FOUNDATION LEGEND _ FLOOR FRAMING E1 8 9 SIM 1 1 L J -" ( 1 8�I 9 1 r 1 9 8 1 1 \ - ".-.Ir J / 9 \ SIM 9 8 1 I I I INDICATES SHEAR WALL. REF 104 FOR SHEAR WALL SCHEDULE, TYPICAL PLANS S400 5400 !` (S-40,0,/ Ala S400 I- A I S400 1 A SHEAR WALL DETAILS AND HOLDOWN SCHEDULE. ONE HOLDOWN IS 4" SLAB ON GRADE W/ I I r�400 4 1! 4" SLAB ON GRADE WI 4" SLAB ON GRADE WI �40D 4" SLAB ON GRADE W/ - S400 6 ALWAYS TO BE LOCATED AT EACH END OF EACH SHEAR WALL UNLESS 6 #4 @ 24" OC EACH WAY, , ® I / A I 1 SIM 5400 .#4 @ 24" 00 EACH WAY, �., 7 #4 @ 24" OC EACH WAY, 4 SIM ` A " ' 35 / #4 @ 24" OC EACH WAY, NOTED OTHERWISE. 1 TYP �\ 1:1I 6 A I TYP TYP 4 TYP • S400 A 6 1 /` TYP 1 <�� I 6 I 6 3 16 6 /e > I INDICATES LOAD BEARING WALL UNO ON PLANS ALL EXTERIOR WALLS TO `� S400 / \\ • - I • ��`� 4 ? S400 4 I / // 5400 BE 2x6 DF#1 STUDS @ 16" OC ALL INTERIOR LOAD BEARING WALLS TO BE ��4 ® 13 1 13 / \ L Z - ��� S400 / 13�>�13 \ • S400 4 S400 ®® 540 - J - - // 13 /713--N\ • ® 4 2x6 DE #2 STUDS @ 16" OC OR 2x4 DF#2 STUDS @ 16" OC (UNLESS NOTED � ® 1 ! r- --J ® OTHERWISE). N S400 540fl - S400 S40\ 0/^ S400 j S400 S400 I- - - 1 S400 5400 . L_ _ _/- -.- - -4- 4 -I i IJJ I- L r - _ _ `-�L�� w - s- :-.._. Z_ w H r- - 4 - - f .m S400 I- - o ; m� A _ _-__-.._.... INDICATES NON LOAD BEARING PARTITION WALL, FRAMING TO BE 2x DF#2 A . �a I Ft---fn I v • I p I S4D0 'o c 6 L - _._ - - Ain- —'J L _r_ T - 4.. S400 I Q I 35 / �_ L, s - L-- - - - - >� L- - - - �� Z 1— @ I Q I sI I!J I�s L- -- - - € 6 STUDS @ 16" OC, UNO (SEE ARCH. DRAWINGS FOR WALL WIDTHS). e--.a SIJ w Q J i w �; L, �_- �= 1. - � r t I- z � w !� ==w is , - - - - 4 _ o N _ y= € 3 ' 35 1 / 3� 0` O w N 1 ! !, I / INDICATES SHEAR WALL TYPE, REF 5104 I 0 '# l_ y z w J '$ ® ; Ai L m Z W ; , INDICATES HOLDOWN TYPE, REF S104 5400 !i 7 ¢ w I. S400 i 5400 , SEM Q w a !I € e A I it J w mli i TYP i I[ �� I S400 m 1 i� ! I A 6 ' I _ Z 1 !j -___..-__ _. ® �.. -._-.. -- - ,L - - - -'--- TYP I, I.. -- . ., L, cn I SIM €! 0 !! I 6 1 0 o s400 ,� !I ! ' L - - �._ _ -..- `' z a _m ,-L '� !�L— -- J INDICATES FOOTING TYPE, REF SCHEDULE THIS SHEET. 0 rn \ - -- - -. .._ ... - - - . = - .. - - - -. .-- -- -- -- -- -- - - - -- - -- - - - '�_ .s .. . .. .... #! 1, £_.r.r...w.ti -. � - i I iE i !I •"� - :i 6 _..jE€• ! _ TYP AT ALL INTERIOR 8 #' -_ i A u 'I _ I j I_ ...- ` - 8 TYP AT ALL INTERLOR WALL FOOTINGS UNO A ., 1, A 6 ii A ! f ! !i A WALL FOOTINGS UNO I //A INDICATES STEP IN ELEVATION. L v - /// BLDG 0 ;i® 5400 S400 6 �. SM :! 4 i ® ' , ® / v -_ r_J A L I / V LDG 'i 6 S400 i L - - - - 4 !! 5i r-�____F i r ! L #L_.J-_ .,:,,I1r { - ( TYP FOR ALL INTERIOR-il - -- - - J I O INDICATES KEYED NOTE, REF S104- TYP FOR ALL INTERIOR I S40D 13 ALL PERIMETER - PAD FOOTINGS UNO I I !I S400 S400 ' ' r -- : I I PAD FOOTINGS UNO ►' l ALL PERIMETER WALL TYPE A2 WALL FOOTI VGS, 1 - - - - �� L_ s� :� � - ® � � - � - J � - - - - L -J- � l 7.- �:. -"-/ / 35 *r -- ' 4 I`�;' J E - _ - - E 1 FOOTINGS, UNO UNO A / 4 �- �`/ 13 �13�{- ssep em - -J t I � - TYP FOR ALL L _ r Z ®® s � - _� L- - �Z 1 �- 13 ® -I- 4 I A - S400 _ 11111.111111111.1111111 0 6 `�40� S400 �40� /e- - - 1 - 4 INTERIOR PAD ,4 S400 S400 �� - �\ INTERIOR UNO -- �; / 35 / 5400 5400 5400 I, 6 FOOTING SCHEDULE 16 T-I ��� DRAWN BY: r 7� 35 / / �.- A ® ® �` A \ \ 35 tco / 4( .1 409 1 4 1 6 S400 MARKSIZE REINFORCING ING NOTES DATE ISSUED. 12/11/15 < �/ S400 I A 6 E 400 f( A \Q> i IO C N A ! ' I 6 I • !' 4� 1 6 i I t A N 1 I S40t� j / 5400 35 ` 6 1 1'-6"WIDE x 24"DEEP (MIN)x CONT (2)#5 CONT ' 6 8 — I / 8 j / 1 8 -- n 8 i 2 1' o"WIDE x 10" DEEP x CONT (2)#4 CONT co 35 1 IL 1 5400 '� 5400} �; 1 ", S400 Il9S400 9 a -r - -�- ! f 3 2 0 x 2 0 x 11 DEEP (3)#4 EACH WAY _�W__ 4 2'-6"x 2'-6"x " DEEP EACH WAY ii u — — ■.._.... �wwwyr..�.c..� - -- r� -- :�.1 _T2 r- iL... - _ "----.—_s___-�-=.'.a'�"L . 1�'v..._._.... _ -.,..,... _-_...�'w� — — — �:_:.�� ..:x^..^:_.::... ::_�..� 1. - I7 �C.. ":-.r.. .. t f- .._. " _..�.....c.�-- �.. �_-. I—I fill .� ._.__ , - - - - - 5 3'-0"x 3'-0" x 10 DEEP (4)#4 EACH WAY - i I I I B 4" EXT SOG _ 4 4" EXT SOG I I I 6 3'-6''x 3' 6" x 12" DEEP (5)#4 EACH WAY D r r �-1 . 5 REF ARCH B B REF ARCH r- `I �g-� g le 4' EXT SOG r 4" EXT SOG ■ a © © , . - lir © �REF ARCH 7 (2)#5 CONT REF ARCH i � © 5 L J f L J ` i 5 5 I L J x .�o a" 1 -4' WIDE x 12' DEEP THICKENED _ i I S400 8400 �� ... S400 _. SLAB x CONT E TYP AT ALL -._; . .� I Ef- 1 f^ �1 r� f�� ' TYP AT ALL ' 1'-6"WIDE x 12" DEEP THICKENED - _ - 8 (3)#5 CONT - a EXTERIOR PAD 3 L�■ J.� _ ;_ ■ r L®� LTJ L J _ _ _ _ L C�2f L J_ r °„■ _, _ - - B L - I •_J 3 , EXTERIOR PAD _ SLAB x CONT el \ OOTINGS UNO © - - - 4 X7. 12 _�._ . _ _ Z _ _ _ _ _ - - 2 4 © FOOTINGS UNCI - 9 3'-0”WIDE x 2'-0" DEEP x CONT (4)#5 AT TOP & BOT 12 i 41111 :0(:) Aft ® - -_ ,, ® S400 OSP 5400 S400 400'TYP TYP5 � � S400 S400 TYP 10 11-4"WIDE x 24"DEEP (MIN)x CONT (2)#5 CONT - TYP 6 S400I S a m a ! I N ! SHEET: S222 c 1 BUILDING A2 - FOUNDATION PLAN G k LRS Architects,Inc.© a 2015 rS S222 SCALE: 1/8" = 1'-0" IV 15-T084 d a o A B ® (E) 0 . L.ns / 200-0„ / ROOF FRAMING PLAN NOTES 46'-0 314" 8'-0" 45'-11 114" 45'-11 114" 8'-0" 46'-0 3/4" / / / / / / / 1. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. 2. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE CONSTRUCTION ! I METHODS FOR THIS STRUCTURE, CONNECTIONS. DETAILS AND CONDITIONS NOT ARCHITECTS TRUSSF=S TRUSSES ! SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE @ 24" OC @ 24" OC ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF 720 NW Davis 503.221.1121 SIM SIM 4 4 SIM SIM DETAILS ARE ENCOUNTERED NOTIFY THE ARCHITECT FOR CLARIFICATION IN A Suite 300 503 221.2077 Ii ak S600 S600 TIMELY MANNER PRIOR TO BID OPENING. Portland OR 97209 www.Irsarchitects.com 4 24 S600 S600 4 m ® ® 24 a S� ® 4 3. REFERENCE 5/S104 FOR TOP PLATE SPLICE DETAIL. AlaS501IM SIM SIM SIM S600 SIM S600 r _.,. CO°a S600 S501 S501 S501 S501 S600 m -- S501 S600 25 SIM 4. TRUSS MANUFACTUTER TO REVIEW ALL DETAILS & PLANS TO ACCOUNT FOR S501 n rn I „�I S501 SPECIFIC CONDITIONS. ' 3 LT U 0 \ \ __ m m -- ��_ ����-���j a =��=mmg_ ►���.,_ _._.1 I m 5. ALL POSTS & MULTIPLE STUD SUPPORTS IN UPPER WALLS SHALL ALIGN WI A POST -, tiD pR0 RSL -.err Ank `, rummy J� M` cf. M�� _ �r! `�_ :.. O R MULTIPLE STUD SUPPORT F �CF� �� :r IT �� � , ■': S600 a 5600 - ial1I , O U S U SU O O SAME SIZE IN LOWER WALL, TYPICAL UNLESS SS600 I♦ - ,n t� L S600 5600 El LEI �' a S600 '� , �, 518"A A RATED NOTED OTHERWISE. �� Fl`tG}NE 'O0 518"APA RATED PieTi A A A (� ' q A A q �• A A A � 154,E A ',�� ! ROOF SHEATHING 6. SUPPORT ALL GIRD!=R TRUSSES WI MIN (2)2X6 STUDS OR (4)2X4 STUDS AT EAGH r ROOF hSHEATHING I,ri Q v v ti •• m v v q v v m .• t Q v P '7414112 ' 4� �' FLOOR TO FOUNDATION TYPICAL UNLESS NOTED OTHERWISE. ! r fir' m .I 4� - AL 1; m � - I1 �€ �� �� 1 / 70 , PROVIDE 4X8 DF#1 HEADER AT ALL WINDOW& DOOR OPENINGS WI(1) CRIPPLE & (1) V .T_ - IkrS ,71411111 .MBIIIIIIIMEOMITE,,- ._... _...._.:, _ __-. .-- ---- - .,.MI __ - ' . - �, •REGON2 Who T __ ,_ ------ __-- :�-- _ - __ _� __. _-- _._ __ w� __-- _ _ - __. - ON PLANS. SEI= DETAIL 415102 FOR� - .' , _ -11 i 1 - �.B7 -W nom - B9 1 = r - �'.. 'I KING ON EACH END OF HEADER TYP UNO B9� 815 B9 witql:Ar. �i B9 B9 B15 I ,� I B15 9 B9 B9 �' ® �p EIB 5 �i�Bg 1 TYPICAL HEADER CONSTRUCTION. FOR OPENINGS LARGER THAN 8'-0" PROVIDE (2 + \g�•�. 1►i � �� � r►''f -(4" '� �" !l r IF � CRIPPLE & 2 KING STUDS. TYP UNO ON PLANS. 25 1� •`♦ 10 maw '�' 10 ���� �� i i B9 B9 ! ���� � 10 �•� �� 10 ; ��� ■:ri, { ) � - '�' ;I Z DEA S600 t" S600 11 ♦�s600 ♦� ' slob ! m 5600 ��®���� =600 r. ,IVAS60a =4 ''. S600 EXPIRES 12-31-15 I �� 5602 �� � 4/ I f7 ! `� / S602 A ! I I q .� ►�� €! ♦i� �� I GIRDER TRUSS ! 26 a t' ���������� €i „pG ; S600 T�,� +���.�����. E� A .I 26 ! GIRDE" TRUSS A ROOF FRAMING LEG E N D O g S601 , OG �I�O } � ��.�*� ♦�j II 6-0P; 44 !� A 44 SS�cs !� ���'�r�� 0�� " T c2_) 0 1 I4 24 s v t- 4 # s 5602 €` I A S602 I q,• 4440!i' RUSi I � _ - INDICATES SHEAR WALL BELOW. REF 104 FOR SHEAR WALL SCHEDULE, "' } co I I GIRDER S C� ,�% ? � it. -w--/ c 23 €! v , OC , TYP --- C_ �,` -6% GIRDER GIRDER _ •. III: TYPICAL SHEAR WALL DETAILS AND HOLDOWN SCHEDULE. ONE CONSULTANT: o - IRDER TRU TRUSS -ss `� I �� 1 � TRUSS DE TRUS _ I �R <"� 6 a 6 �"? OC HOLDOWN IS ALWAYS TO BE LOCATED AT EACH END OF EACH SHEAR N , IL m AIM �`.i: tl == -=Jam' 31 ,``W-- _ 7 ____ _�,'�� m �� WALL UNLESS NOTED OTHERWISE. r \ r- S600 - I 1-r- S600 -� TRUSSES TRUSSES '44Ell -.---1 TRUSSES !~ ''- �v - 1 /7--- _ rF=-J _-7 I rr = = ==•• I - --_ .- ,' @ 24" OC€ -- ao `_-- - _ • II i ! m m v - / [_==_] INDICATES LOAD BEARING WALL BELOW UNO ON PLANS ALL EXTERIOR r �� r--�r 1 fr �r-=� r@ 24' OC Ira e I! -,_J { m ` --- L 1 • I €�-_-;i - ___ ' TRUSSES 24' OC, i ', 33 �I�I , WALLS TO BE 2x6 DF#1 STUDS @ 16" OC ALL INTERIOR LOAD BEARING A 24 OC € ! `-� I. A WALLS TO BE 2x6 DF#2 STUDS @ 16"OC OR 2x4 DF#2 @ 16" OC UNO ON J�:�l■��' Irf � "� } r ! � r- `� ci vft�!<I�11 PLANS. �� TM alik ; fl I } I liir ! € € !! I I 27-\\ v 23 S601 0 30 1 30 �i i !, L., i i !!i ii v I € ® ; !� �' !, 30 : I S601 - _ ._.-_ D INDICATES NON-LOAD BEARING PARTITION WALL BELOW, FRAMING TO BE GIRDERIDRAGI f l i ! �; , !€ i ti ! I • .;.. N 8601 ' 30 '€ I j �I 1 j I€ I + I €GIRDERIDRAG I i " S601 2x DF#2 STUDS @ 16" OC, UNO (SEE ARCH. DRAWINGS FOR WALL WIDTHS). TRUSS _:.: _ _ .. ::_. �__ __.J G PER 11 _ --., . -_J� �_ 30 !'GIRDER/DRAG TRUSd ------ - ---- GIRDER/DRAG TRUSS___CDI -__IL__- I,a.. ��_.. _-_-.7�__- ----,k,30.): TRUSS --- - i • 1 `L f .w � 0 I ♦ . _ - - '•- �_ �r .� �_r�www f_r.v-v •ww__�_ .._ .. -, .. .._._...... ..�•,.... .. . - -__ ..'..+- ._......... - __. .. .. - __ _._.1 . _...z,,,..,_ .*�a.�,.. w .... w P��,u.. ...._ _..- - -h - - .. _ G1R E .� INDICATES SHEAR WALL TYPE, REF S10 0 A ? HH i' I ` I -!i i - ! i# I ! ir- � �' , ' k,. _ 1�._ =�! -ii- 1 ii A e INDICATES HOEDOWN TYPE, REF S104 A u i� �! �};� i! e c, i.' u c� 1 €i � t I II 0! Alk i� 8 i€ CI } 30 8 !� ! A i i s A u I !fl8 ! u A € 27 .v v f !Li € v Alla FI� OELICH S600 I S601 I € S60o I 5601 n , W S601 €' S600 I 1 S601 + 1 S600 I I I i € �..-- _ A I l;QiEE��, i; L J f I ! J L_ I BX INDICATES BEAM TYPE, REF SCHEDULE S104. 4J � ' 8601 ENGINEERS IT 1. FL JL I n --_- _ JL �? Bend: 541 3831828 EN ��� i r :.____ri r.._. -_-_ ,! r _ - .:� , ,� Portland: (503)824-7005 /.� € L I II�__ I I /.� r -sI � ® i €! ! rn .fl� r--- I - 1 F- c `J I € Ir - i! o) ii1► rn !I Si 33 fir TRUSSIES L! II € n m m €I !IIS A ( ) 24" OC I ---� _Jr G._, v c�__ . OG . �___ _'• j €I _ _ , ; ;' Tj�U&,, COm I �� m ".� �, � c'a :� I/ INDICATES STEP IN ELEVATION. Froelich-Engineers.com @ ---� L� 6 - $ ix4: 0--_ r r I =mo'----� `FG v //// 11, l�+ II TYP sE i @ z I�� TYP 1 Ss, NN JOB#15-T084 M I� , S@� ��-------- �-- r=1.11_ _ �` LF2uS 41,OCd' �-� r F TD TRUSSES I23 S� �< I 6 , I �� > 31 I 6 S� m @ 24" OC CAD-5 0 1 _ IRDER TRU' GIRDER �J5 <,- N < I �1 •,,^' '? 1 r <'�. +.•` i 1 rr g/OC GIRDER -DI=" TRUSI I :t, > 2 INDICATES SPAN DIRECTION ROOF SHEATING. E 1�+ ( . S600 4 I i ! ` ��� S600 r N r i TRUSS �_ IIUSS4\ A 1 ! #- "�.\ c_� - r/ 26 \ 0 INDICATESKEYEDNOTE, REFS104. 7, A S � �♦ €! I !€ ♦ ` � A7. € I' GIRDE" TRUSS '� A A ii I 1 GIRDER TRUSS Sfi01 +' �..__����0 ! ! S6o0 '�y♦�.��. • - 0 ` ..` 19ilk ! , Em 19 ,����`�.�� ��446„ 47 { I 1r •••• INDICATES OVERFRAMING TO BE PROVIDED BY TRUSS MANUFACTURER. 1 ��� 10 S602 �� 10 ���������� 5600 S602 i S602 S600 �•�� ���� 10 . ► 5602 10 • € tsfiob �_ ' •� �� ssoo i} �� shoo � ���� i CBs B9 �� �4►� shoo • ►_ � � ' shoo ' // ..% - � ><� : shoo __. Ai `�• �_ ..� �_ _� _1.r���,��� Fes _ 16 /�� - ��Cl. \ rim, - -- B7 { B9 B9 B9 B15 -_--J I ! 11 615 B9 , B9 , B9 , g 1, .. 139de, 1315. _ B9it --- $ --- _ - ._ _. -- .���.ainite.... . .•.l�► .�«----� _..._ ... ,, B9 E9 KEYED NOTES B1 ,...,‘, ...._.. r ` I& A �� A\[:liri =1 2 4X8 DF#2 POST UNDER END OF BEAM. o I •►�, M1� ` . A A A NI . �� Y q A ' A Q Y �� ` �1 � A A A ,►�, 7 14' 0" 51MP50N CS16 COIL STRAP ON TOP OF FLOOR SHEATHING TO I JOIST BLK'G �, vvQ k. v Q Q �' / v vv BETWEEN FLOOR JOIST&TO DBL TOP PL'S AS SHOWN ON PLANS. - #�� ,� �� 1110111 1 1111111 �'�� �"- �, Pr �'-��' - MST37 HORIZONTAL TIE SIDE OF TOP PL TO SIDE OF DBL I-JOIST/BEAM PER DETAIL PROJECT NUMBER: 215079 - .,..... .- S600 �a I _ 5600 S60D - S600 515500 OR DETAIL 13/S500 • ��� ` AlligHiliAni 1�� _� �� ©- ! 5,8"APA RATED 518"APA RATED -�� _,r,�� _knimiwoin • _ 9 I \ y --- --Aki itinur -•-- � ��_- - -� --- __ 0 ALIGN JOIST ROOF SHEATHING ROOF SHEATHING ���1�1 cm r- --.-_-_---- J _ m m �_� �, amm 12JWI WALL AS SHOWN ON DRAWINGS & EDGE NAIL FLOOR SHEATHING TOIST LENGTH. Tigard Apartments SIM® S00 S600 1 7 m 24 ® Ala24 m S600 5600 ®SIM SIMPSON ST LLST°A24 ON TOP OF FLOOR SHEATHING TO I-JOIST &TO TOP PLATES. SPLIT S501 Ilk4 SIM SIM SIM SIM 111111 a S501 17 I 24 4 S600 1 S600 S501 S501 I 24 S501 S501 S600 S600 4 STRAP EQUALLY AT JOIST &TOP PLATE INTERSECTION. SIM S501 SIM S600 TRUSSES TRUSSES S600 SIM S501 SIM 25 PT 2x10 HF#2 @ 24" OC 135th and Scholls Ferry, @24" OC @24" OC 26 2x6 DF#2 @ 24" OC Tigard, OR N 30 ALIGN DRAG TRUSS W/WALL& DESIGN FOR 2000 LBS SHEAR. 1 2 BUILDING A2 - ROOF FRAMING PLAN G1 k 31 ALIGN DRAG TRUSS W/WALL & DESIGN FOR 3000 LBS SHEAR. i223 SCALE: 118" 1,-0" MD 33 DESIGN TRUSS FOR 2000 LBS SHEAR. 15-T084 35 (2) 2X4 DF#2 STUDS @ 16" OC IN INTERIOR BEARING WALL. 36 USE 2X4 DF#2 STUDS @ 12" OC ON EACH SIDE OF PARTY WALL. CA) CC� C fb 0 / 200'-0" / 14 FRAMING PLAN NOTES 46'-0 314" 8'-0" 45'-11 1/4" 45'-11 1/4" 8'-0" 46'-0 314" 1. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. / / t / / / / 2. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE CONSTRUCTION METHODS FOR THIS STRUCTURE, CONNECTIONS, DETAILS AND CONDITIONS NOT I I I I I I SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF HOLLAND DETAILS ARE ENCOUNTERED NOTIFY THE ARCHITECT FOR CLARIFICATION IN A PARTNER ! I I II TIMELY MANNER PRIOR TO BID OPENING. GROUP 3. PROVIDE SIMPSON LSTA36 STRAP CENTERED @ ALL DOUBLE TOP PL BREAKS W/(13) TYP ® TYP 25-'\ ® 16d SINKERS TO EACH SIDE OF DOUBLE TOP PL BREAK (26)TOTAL NAILS. TYPICAL 1111 Main St#500 ® m 6 m I 24 S501 I 24 11 s5D� 27 6 11 8501 I UNO. Vancouver, WA 98660 S501 S500 A ® S501 I S501 S500 PT 6x6 HF#2 TYP S501 S500 / I S501 (27� A 5500 4. ALL POSTS & MULTIPLE STUD SUPPORTS IN UPPER WALLS SHALL SLIGN WI A POST Phone: 360.649.7888 0 \ \ - - - v S30D_ _ __ _ DEC _ I _ _ _ _ SUPPORT OF SAME SIZE IN LOWER WALL. TYPICAL UNLESS - - S501 _ i PT 6x6 HF#2 TYP�1 S300 1 _ OR MULTIPLE STUD AT K SUPPORTS _ _ _ _ _ - - S501 - ; . : ; : AT DECK SUPPORTS,-----\ rn, :_ a, , 0 I NOTED OTHERWISE 18 B4 m m 64 B4 18 A 2x6 DF#2 ' '8 \F 4 64j CO (1 CO B4 �18 5. PROVIDE 4X10 DF#1 HEADER @ALL WINDOW& DOOR OPENINGS WI(1) CRIPPLE & (1) SHEET TITLE: b S500 r- S500 1 v @ 24" OCCAlk 5500 - 5500 ` S500 KING ON EACH END OF HEADER, TYP UNO ON PLANS. SEE DETAIL 4/S102 FOR f 5' i m /'S m � l g �a A '' = 25 q S500 I �- S500 A m �5 A m ���- --- i A A g 1 m 9Z1 m TYPICAL HEADER CONSTRUCTION. FOR OPENINGS LARGER THAN 8'-0" PROVIDE (2) BUILDING 10 5500AN �I 26 A A I ' 1 . - 26 -` v IF 9Z CRIPPLE & (2) KING STUDS. TYP UNO ON PLANS, AI v S500 ¢' 5500 1 5500 1 NOTE: -- ■ =�_li II S500 - 1 �I - 1- , m I INDICATES SHEAR WALLS FROM 6. ALL 2X4 BEARING WALLS TO BE 2X4 DF#2 STUDS @ 16" O.C. UNO ON PLANS. ALL 2 ` \ - - 5500 - -- _� �•.W_-___ �.. w ___,_.__-- __ _ .I. - _ _.__ ____--__,__u_.---i-I______r 1 -- - -_ _.--._- -- S500 - EXTERIOR WALLS TO BE 2X6 DF#2 STUDS @ 6 O.C. 2ND FLOOR TO 3RD FLOOR 1 FLOOR ROOF B9 -• = : B 0 B9 B9 B7 B7 B9 BMJ B'0 B10 B7 B B9 j �� g �1 € pHOLDOWNS CALLED OUT ON FRAMING PLANS • _..__.__.-.__-...__. I 7. 2X SILL PLATES MAY BE USED AT WALLS OTHER THAN SHEAWALLS. 8 WWII I B10 B1D 4'-I" ! 1a'�0" 8 9 8 610 THIS SHEET TIE 2ND FLOOR B10 I' • } � 3 " 8 X WALLS TO 1ST FLOOR WALL, TY€' © S500 G S500 • 5500 10' D" 4'-0" S5o0 S500 �� S500 - S500 1 �c° , 12 , 1 e' ° �gz' O0 r SIMI. @19.1- , . , �,� 2 FLOOR FRAMING LEGEND Col 19 O ��@ S500 Aj 19 �,, S500 A ® OG � (-4----\\ S500 {� •' " __._ 4 ::._ ® G B �� �3 \ ` Q 4 �.._ Sr S500 4 Off' v" e q I ( INDICATES SHEAR WALL. REF 104 FOR SHEAR WALL SCHEDULE, TYPICAL v \ N A v I CEJ �` 4 Ov `, ers1 +N N ` / 19r, 19 ai' I 4 ., cv \ nP 5500 .. 1 SHEAR WALL DETAILS AND HOEDOWN SCHEDULE- ONE HOEDOWN IS o „ 500 �v S501 S501 r cs) �j S500 �^ �� v� } S500 S500 ,�°� ® / ` @) 0 j O .� I S500 .r'•- a, ALWAYS TO BE LOCATED AT EACH END OF EACH SHEAR WALE UNLESS Ea N !�' �`�, �, �;� �� Br U� S501 `ao S500 g2 �� --� 9, 00 11 m NOTED OTHERWISE. B2 B9 © 0 `r� � B2 o B2 - IL © O _ B9 �� !!5500 r e f-- -; -- 7 S500 -- ^ INDICATES LOAD BEARING WALL UNO ON PLANS ALL EXTERIOR WALLS TO IT 9 139 11 __ r Q' '� B9 B9 B9 1 ! B9 rn q B9 B! _ G e m m e © © -- J , © G 7, m 1 m 17 - �: BE 2x6 DF#2 STUDS @ 16" OC. INTERIOR LOAD BEARING WALLS TO BE O m ! - C i i lig✓ �q' O EITHER 2x6 DF#2 STUDS @ 16" OC OR 2x4 DF#2 @ 16" OG. ,,, 19 © i © I :, `; e 24. 0 €+ �1 @,2,-4,:, € A �� 3 A © ��� €� 5500 ! • J1 @ • ! I I 6 I: 1 ii Off, •• A L. I INDICATES NON-LOAD BEARING PARTITION WALL, FRAMING TO BE 2x DF#2 • S50a i I i --__-_ - I L. 5500 S56D € € S50D r 51M _ I' I €€ '€ / 17 _ S500 !i �'1 . 5�0� 5500 12 ! € v STUDS @ 16" OC, UNO (SEE ARCH. DRAWINGS FOR WALL WIDTHS). 12 - i. 0 S50D _ "` 4 INDICATES SHEAR WALL TYPE REF S10 0) \ _____.n.......� .......__________ 7----7-- 27 ;87 . _ = _. - _ - _----------- .44 .4-4-4, _. _. .._.--z: ___.____,.� % ,; L _ =3===-a=s s 27 A ..,w. u, ..._ - __.._.�. �__._�T- -t-� INDICATES HOLDOWN TYP REF S104 lk r Y A "I 'I ! t r� I AI � Itt€ 16 I €1. q :€ 3 A ' A �i €6 °G 12 v t 3500 a i�/ A r . 2 , OG I a S500 e ! 11 �� 6 I 5500 i i 16 4 24„ OC S500 ! S500 v J1 @ ® I p i ! !; si-•o S500 € BX INDICATES SEAM TYPE, REF SCHEDULE S104. BLDG 17 �, B9 B9 j I ^ I _ire �r S500 B9 B9 B9 ;I B9 S501 II•I� m 1` i B9 89 , • e 1.,_ I I O A e __ 2 0 -- - - I 17 az ! S500 17 B2 i 89 17lir it 89 82 i u B2 ''W_____/c. m m 69 B2 r c' 1 A //�/// INDICATES STEP IN ELEVATION. TYPE A2 • o - v _Al lir 7 rt € �r O (� 4 l 16 ■,.. ^ m �,� © go° V , L� - _ 'g� 1 _ '� �� f� 8500 . -------� Cep © © ',P - �r ry O 16 O 55DD 550 INDICATES SPAN DIRECTION FLOOR SHEATING. o CEJ 1 i ca �, 23 S500 ri '�'- \ e O , �� �, !/ ti tea' �/ `v ' 5500 C ,-.;• . 3 SIM i 0 O 19 5091 "' - I i v `° �, �'' \ �' ! 0° lila DRAWN BY: v n? v t © 11 V , N ._... . S501 G ! R, B 0 :..i, cv , A a O 0 cv O �j @ S500 2 O ! 22 S500 OG �� • v I O `. O �p ; 12 S500 0 INDICATES KEYED NOTE, REF S104. DATE ISSUED: 12/11/15 S500 o, e 1 03 @1 A @i1g ; v 1g.2 ;I n � I li v �3 ! \.,..,52.1../0 SIM 3 @ 5500 t - ! N A L€ 0 12 12 ;! J ; 12 12 "'p A N VI v ,� © $ I r; ` 8 E ' 8 8 �� ` o I B10 S500 9 rill •S500 / 4' 0" 4' 0" / / !; S500 � ' B10 I - JOIST SCHEDULE 5500 10'-0" r 610 B10 1 10'-0" : 9 9 5500 _-_ S500 ---- S5001 L S500 5500 . 7 - '� 7 1 112" GYPCRETE f B9 69 B7 B10 810 B9 B9 87 87 89 •• 89 [10 I 610 B7 B9 Pik OVER MIN SHEAR MIN EI X 106 MIN FLEXURAL ._ W=~ _ L_�; - _ ..� _ _ _ � _ _ .._ . __..� :■ --- �- �_�_ 1 ��.�.` = =- I. -- _ _ R APA RATED MARK DEPTH z 4 \ _fli ��. m_, eT;I _.R. <5> ��____ ---- A�I-- `-- �: ^__---- ._.... ---. SHEATHING CAPACITY (lbs) CAPACITY (lbs-in2) CAPACITY (ft-lbs) in 1 112" GY■CRETE �_ A I � OVER 14"APA S500 • AA �� 1 26 A a A A Q 26 �I41. A27 S50D J1 11.875 1335 248 3100 co & a �j c*, v rn v S500AK 1 v " a' -• _ S501 c� cn o RATED m 25 v v - .At m ® m v m 25; m ' v tic m 25 m cz , ,.ILL!! ! 18 18� L 18 J2 11.875 1485 318 3775 SH LATHING 18 5500 B4 ® I 1B4 84 1 5500 S500 A 5500 S50D S500 X64 i B4 I B4 8500 ! J3 11.875 1485 406 4690 \ PT 6x6IHF#2 TYP _ _ A _ _ ' ` - '' m _ _ _ �� PT 6x6 HF#2 TYP _ _ _ _ _ PT 6xa HF#2 TYP - _ _ _ _ • _ _ - _ _ __ r=30 _ A _ PT 6x6 HF 2 TYP J4 11.875 1625 547 6965 AT DECK SUPPORTS 6 AT DECK SUPPORTS L AT DECK SUPPORTS 6 AT DECK UPPORTS 41) AllkAlk Q 27 24 11 24 11� 27 v 11 25 ~ S501 S500 300 S501 5501 5500 ® �50� 5500 25� S501 S30!:,)/ 5500 50� g OPP 1 /2"1GYPCRETE OVER 3/4"APA OPP TYP TYP S501 RATED SHEATHING TYP 550jJ TYP in I I I TYP ! I I I v m I I I{I S223 o N SHEET: , 1 BUILDING A2 - THIRD FLOOR FRAMING PLAN LRS Architects,Inc.© E. 2015 S223 SCALE: 1/8" = 1'-0" glD 15-T084 d a 0 A B1311 CO____y CO I FRAMING PLAN NOTES LnS 148'-9 112" 1. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. / i I I I / 2. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE CONSTRUCTION / 28'-11 112" $' 0" / 37'-5 1/4" / 37'-5 114" t 8'-0" / 28'-11 1/2" / METHODS FOR THIS STRUCTURE, CONNECTIONS, DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE I I I I ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF DETAILS ARE ENCOUNTERED NOTIFY THE ARCHITECT FOR CLARIFICATION IN A ARCHITECTS TIMELY MANNER PRIOR TO BID OPENING. 720 NW Davis 503.221.1121 I I 3. PROVIDE SIMPSON LSTA36 STRAP CENTERED @ ALL DOUBLE TOP PL BREAKS W/(13) I OPP 16d SINKERS TO EACH SIDE OF DOUBLE TOP PL BREAK (26)TOTAL NAILS. TYPICAL Suite 300 503 221.2077 1'i 5 PT 6x6 HF#2 TYPAll ® P 6x6 HF#2 TYP I © UNO. Portland OR 97209 www.Irsarchitects.com 25 4. ALL POSTS & MULTIPLE STUD SUPPORTS IN UPPER WALLS SHALL SLIGN W/A POST S300 AT(DECK SUPPORTS S500 S501�P I SIM S500 AT DECK SUPPORTS S300 OR MULTIPLE STUD SUPPORT OF SAME SIZE IN LOWER WALL. TYPICAL UNLESS 2 S501 - NOTED OTHERWISE. UCTU CI \ -\ - - - y - - - - - - - S500 • ='`` , $ 1 '' S500 NOTE: 5. PROVIDE 4X10 DF#1 HEADER @ALL WINDOW& DOOR OPENINGS W/(1) CRIPPLE & (1) �� tiD PROF �� I B9 _ m B4 1$ 18 $4 m B9 FDR SHEAR WALL KING ON EACH END OF HEADER. TYP UNO ON PLANS. SEE DETAIL 4/S102 FOR �ti� "S'S T. S500 S500lin INFORMATION REF TYPICAL HEADER CONSTRUCTION. FOR OPENINGS LARGER THAN $'-0" PROVIDE (2) ti`s �G t NE" 7:N,fp a 1 S500 S5007 'i a '� FOUNDATION PLAN. CRIPPLE & (2) KING STUDS. TYP UNO ON PLANS. fit" \\os 5500 . �4„ .r m ® mM © © m ® m pGS500154 �� O ii- , 18 6. 2X4 DF#2 STUDS @ 16 OC. UNO ON PLANS. ALL25 18 5526 5500 S500 t5500 - •0 -\\ _ _ _ _ 5500 �_W I B9 S500 J S501S500 EXTERIORWALLSTOBE2X6DF#2STUDS@16 OC-r - - -S501 - 5501 7 2X SILL PLATES MAY BE USED AT WALLS OTHER THAN SHEAWALLSTYP ,_, ' AI& B10 69 �IF-Milwillill11.11111.r B3 � 5SIM O j� � 0.. ..�,..� _ Q QpO ; S500 5IM �ZO I a m FLOOR FRAMING LEGEND °E�`°a 0 ry ry m 25 8 17 S 01 SIM 00 OOS500 , SIM . . 8 1 ® m EXPIRES 12-31-15 � S500 pG 9 0 26 © S'01 9 1 ✓2@ S500 I 1 INDICATES SHEAR WALL. REF 104 FOR SHEAR WALL SCHEDULE, TYPICAL All • B3 I •• Z�i� S500 S501 ', S500 2y-0 .. I SHEAR WALL DETAILS AND HOLDOWN SCHEDULE. ONE HOLDOWN IS 4 S500 0 - � I I - t, ' rn C r 0 S500 ALWAYS TO BE LOCATED AT EACH END OF EACH SHEAR WALL UNLESS cO �r'r • B1 m m SIM 7 C ' -::: c:-- - 1 0 _. �-� 3 C ; SIM m °' B1 `l:B9 ; .\ _0 '� �" � °° NOTED OTHERWISE.a 26,� ��, ® �� ��l ( ? ® © I u _26; I B9 CONSULTANT: N © I I n t r m v u II �y_., 3r ___, S501 _V 5500 G ? • t © INDICATES LOAD BEARING WALL UNO ON PLANS ALL EXTERIOR WALLS TO - --= :: --'I ? ;r-"__ © 0 U " 1 7.1.. ,SS00 +r SIM© 1 c� S501 © IM •• ALES TO 8E 9 BE 2x6 DF#2 STUDS @ 16" OC INTERIOR LOAD BEARING W1 N I N p , ; 5 1 S500 EITHER 2x6 DF#2 STUDS @ 16"OC OR 2x4 DF#2 @ 16"OCJ IO tm 1 'sr'' pp �`�, m I li m `�' m @`� m G i i in 2@�4„O S500 .� E S500 O O� -:._ -� SII_._ _.-._.-._-. -- �� 4 >`1' S500 �, S500 7.4.:' 0 rn m C --_ N C' 4 r y JZ m � INDICATES NON-LOAD BEARING PARTITION WALL, FRAMING TO BE 2x DF#2 f, 16 S500 � t, S500 t p - .� © STUDS @ 16” OC, UNO (SEE ARCH. DRAWINGS FOR WALL WIDTHS). - t 16 ` .) - 0 N i H C 5500 1 3 C 5 ___._., C C 0 III h, INDICATES HOEDOWN TYPE, REF 5104 ,, ' H S500 e INDICATES SHEAR WALL TYPE, REF S104 �, - - - - - - ___-.______ __ ....• w.. 27/ -1 .. . Jo. . . _ . T ;,. 27 . . . . r — — _. Ii I. 3 C © - __- © 3 C 16 BX INDICATES BEAM TYPE, REF SCHEDULE S104. 6 I 16 __ _ ' 6 FR0FLICH 5500 ' O S500 -- ----,i. AillilkS500 `' i 1 , 5500 0 G N ® : S500 pG 4 00 -_ -- j - I - `� { 4 v S500 ,- m. .. 0 // INDICATES STEP IN ELEVATION. m • 2 2 0 ti m ry� 500 ryt. ---~ :- - -I 0- S500 1 1111111 7 ® "= N J2@2 Q' /7T ENGINEERSA @ alk N cocD ; �a co ; 0 © 4"pC CO I Portland: (503)624-7005 3 S500 __._., {�1 m cv dj- CO s'= CO �' 5500 s Bend: (541)383-1828 S500 J 7`}' m * O 00 S500 - INDICATES SPAN DIRECTION FLOOR SHEATING. Froelich (541)383-18m © 0SIM 17 ' __.. n 17 I SIM S© 1.------ ,3-r- i rt S500 € .. N 3 m �1 JOB#15-T084 t ,, �, .�,�..t - — r S501 1J @ S500 ' •.."""�' I CAD-5 a 1 :261 8 i I \\ �'' *- O \� �. 8 t 26 f 0 INDICATES KEYED NOTE, REF 5104. 89Zo :L� - 3500 B1 m SIM . C -- �' ? C SIM CI) } m BI 5500 t --411-i' B9 m • 9 G AIM N 5500 � B3 m 2@ � �vl 26 r M >k' O � I B3 � S500 24 Dc 5500 pG Q pG S501 �� �,,, sSDo i'I- I - JOIST SCHEDULE J SIM 17 I Ob 0� �� 1 SIM 1 (25;I m 4 m I® @ gh , sSoo @ © © MIN SHEAR MIN EI X 106 MIN FLEXURAL m t '`� Off, S501 OC' 5500 1 4 m ; -' 5500 MARK DEPTH CAPACITY lbs CAPACITY lbs-int 0 O IO 550D O O S500 ID ink. . I (lbs) ( ) CAPACITY (ft-lbs) + _/ ............ :. . : A01 5500 1 B3 B3 S500 1 0 B9 B9 �� r® J 1 11.875 1335 248 3100 ® 121 —� t B10 _.______....-- _ 610 il 1 J2 11.875 1485318 3775 MEM 5501 18 @ I _ ..R. B9 © B9 I J7 18 ® J3 11.875 1485 406 4690 S500 m �' QGAll1111 26, AIM S500 © �26 I �� 2q„ 4 m S500 S501 TYP p S500 I ``' `' "' ``' �. S500 O J4 11.875 1625 547 6965 m m 18 S500 S500 18 m 25 m �_ C TYP - °' S500 `. ,� 1... .___-_._____-._.�J 3500 B9 a m B4 S500 I S500 ry B4 m . I, Alk B9 PROJECT NUMBER: 215079 2 S500 �_ h - S500 Ali _ - - S500 - I I - _ PT 6x6 HF#2 TYP - - PT 6x6 HF#2 TYP , I S500 - - - - KEYED NOTES I J AT DECK SUPPORTS ' AT DECK SUPPORTSAIM © I Tigard Apartments 5 S501 S500 S500 25 1 4x6 DF#2 POST UNDER END OF BEAM. .7 5300 TYP S501 ® S300 `�500� YP S501 3 4x10 DF#2 POST UNDER END OF BEAM. OPP I I I OPP SIM 8 DBL JOIST ALIGNED WI WALL. EDGE NAIL FLOOR SHEATHING TO DBL JOISTS. 135th and Scholls Ferry, 9 MST37 HORIZONTAL TIE SIDE OF TOP PL TO SIDE OF DBL I-JOIST/BEAM PER DETAIL I I I 5/5500 OR DETAIL 13/5500. Tigard, OR I 12 ALIGN JOIST W/WALL AS SHOWN ON DRAWINGS & EDGE NAIL FLOOR SHEATHING TO N JOIST FULL JOIST LENGTH. 2 BUILDING A3 - SECOND FLOOR FRAMING PLAN G k 17 SIMPSON LSTA24 ON TOP OF FLOOR SHEATHING TO I-JOIST&TO TOP PLATES. SPLIT S230 SCALE: 1/8" = 1.-0" �D STRAP EQUALLY AT JOIST& TOP PLATE INTERSECTION. 15-T084 25 PT 2x10 HF#2 @ 24" OC 26 2x6 DF#2 @ 24" OC A CE-3) OD 0 0 0 30 ALIGN DRAG TRUSS W/WALL& DESIGN FOR 2000 LBS SHEAR. \___.1 14 148'-9 1/2" 31 ALIGN DRAG TRUSS W/WALL& DESIGN FOR 3000 LBS SHEAR. / 28'-11 1/2" t 8'-D" I 3T 5 114" I 3T-5 1/4" 8'-0" € 28'-11 1/2" 34 SIMPSON HTS20 TWIST STRAP TO TOP OF TOP PLATES & SIDE OF DRAG TRUSS. / / / 35 (2) 2X4 DF#2 STUDS @ 16" OC IN INTERIOR BEARING WALL. I I I I 36 USE 2X4 DF#2 STUDS @ 12" OC ON EACH SIDE OF PARTY WALL. 37 2X4 DF#2 STUDS @ 12" OC IN INTERIOR BEARING WALL. HOLLAND PARTNER I I C2:-. / 12OPP GROUP 4 I 10 S400 2 91 TYP 1 TYP \S400 5400� 10 I FOUNDATION PLAN NOTES 1111 Main St#500 S300 5, �530� Vancouver, WA 98660 1 �!� S400 S\ 400/ _ �� S400 _'C Q A. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. Phone: 360.649.7888 1111 - - - - - - - 5400 >> �-1 f 7 �� -1 C - S400 �, B. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE CONSTRUCTION I -, • • L J ,L J L J 4„SLAB ON L ir L.:.. �� g METHODS FOR THIS STRUCTURE, CONNECTIONS, DETAILS AND CONDITIONS NOT "� = SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE SHEET TITLE: _ -1 , 4" EXT SOG 6 @ 4" 00 4" EXT SOG r o _ REF ARCH REF ARCH - - 0 - - 0 L, L,- r I B B r - - EACH WAY g B ` J B '- B ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF 6' v I I 6 , 1. s I I BUILDINGS 2, 3, 4, v I DETAILS ARE ENCOUNTERED NOTIFY THE ARCHITECT FOR CLARIFICATION IN A I I I l E v 7 .-.1470.C)- 17 Ii I 7 TIMELY MANNER PRIOR TO BID OPENING. . ._. _.. I _���W., - - _y SIM 0 �........_. _ I I _ _ _ & 5 FOUNDATION h _ r ..:- .:_ C. ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN W/A STUD OR P05T OF THE A 7 400 © S400 a- - I 1 A TYP AT ALL 3 rrill I 6�? J I- - - - - t 1" III I r L - - SAME SIZE MINIMUM IN LOWER WALLS TO FOUNDATION. - - i ; .. _ r , i I- -1 I- ' 1 :-_ --1 - - - - f�6 I ¢� TYP AT ALL (MINIMUM) EXTERIOR PAD I I I 1 II I 8 rf 1.7 I 4" SLAB ON GRADE WI I 3EXTERIOR PAD D. SLAB CONTROL JOINTS TO BE PLACED AT 12'-0" OC MAX, BOTH DIRECTIONS, REF & FL R 4" SLAB ON GRADE WI ; �1 FOOTINGS UNO 1 1 L C83 1 4 I I - - - - - - -` `-1 f I I 4 5400 I #4 @ 24" OC EACH WAY, I FOOTINGS UNO 615400. FRAMING PLANS I #4@24" OC EACH WAY, © EI TYP ' I ' 6 ' 6 1 400 1 35 I • 35 I I S400 t 6 6 I ' I TYP I , 4" EXT OG AlkS400 ' 11 I- hI II I ; / I I 1 REF A"CH S500 $ I9i � � � , 4 I I 16 - r 4� �� � � 9 I 4 5 oDI - ® TYP FOUNDATION LEGEND TYP 003400 45400 a _ I L_ i S400 S400 �40�- L 1 ® 5400 001 M L ; I S400 S400 '!` I I ' S400 S400 I J 1 I INDICATES SHEAR WALL. REF 104 FOR SHEAR WALL SCHEDULE, TYPICAL oIllk A L s - - J `" i Ala �13� '� \, I I B Ain L - - z - - - - - - - J 1 A SHEAR WALL DETAILS AND HOEDOWN SCHEDULE. ONE HOEDOWN IS N s S40D 1 ® ® _ 5400 / 1 r ALWAYS TO BE LOCATED AT EACH END OF EACH SHEAR WALL UNLESS 6 EA 1 �., ..- }__- L J I -- .- Lam_ .� 1 6 T 6 I I S400 6 I I r \S.4091 / 35 / 6� NOTED OTHERWISE. I. / 35 X / 35 E ,1 , SI ® I INDICATES LOAD BEARING WALL UNO ON PLANS ALL EXTERIOR WALLS TO SIM S400 TYP �iLr___1 --� I ` A 1 I BE 2x6 DF#1 STUDS 16" OC ALL INTERIOR LOAD BEARING WALLS TO BE I I 3 :I . A A TYP <; t A 6 1 I h� 1 1 INTI RIOR •' ' - I I t` I 3 2x6 DF#2 STUDS @ 16" OC OR 2x4 DF#2 STUDS @ 16" OC (UNLESS NOTED + I S400 i i 1 1 6 6 �I I I WALL I I t; 3 I 1 6 1 I L OTHERWISE). 1 �- _i 1 5400 I I 1 KS:1_0j,",:y6 __-__ IFoo INGS ; I 6 I �� 1 _ I - s4°o I wI1w8 1 o Q • 36 J ' .__= _ INDICATES NON-LOAD BEARING PARTITION WALL, FRAMING TO BE 2x DF#2 © ; \ 6 -- ' g 0 }1;1 -I -- - lc -.- ---= •-- -- -- - - -- -- _ -------- . -- _:-...-7,,,---- 1- _ __ -- -- i g 0 3 -- -- -- -- -- -- - -- - -- -- -- - -- -- - A / ---,\ - - - - STUDS @ 16" OC, UNO (SEE ARCH. DRAWINGS FOR WALL WIDTHS). r A - - - - TYP T ALL3._ -. -- -- - ` Um' .. - - 1 CD TYP AT ALL 6 7,- 1 1 \ I t g 1 z � N 3 1 zaw g I i INDICATES SHEAR WALL TYPE, A INTERIOR WALL, t 0 ss -I - 1 0 u_. N I INTERIOR WALL A0 \,,S.4091 I FOOTINGS UNOt 3 i _ w A I I I I I w 400 INDICATES HOLDOWN TYPE, REF S104F D4 - mz - mzuJ I - - I = t t < w r 4" SLAB ON GRADE WI I I : I I I I 4" SLAB ON GRADE WI Q w - ! FOOTINGS ' ALL PERIMETER WALL 1t I r- m a CO I v E llNO lir I t I I r_____,� -I- I I t v7 m m �- J _- .- �` -„ I ''' ALL PERIMETER WALL FOOTINGS, UNO 1 I I ' �== I p #4 @ 24" OC EACH WAY, L �_._! _ I I „ _ _ 3� #4 @ 24 OC EACH WAY, o I I ) 1 FOOTINGS, UNO BLDG Z TYP -- TYP INDICATES FOOTING TYPE, REI SCHEDULE THIS SHEET. j 1 6 / 35 i I � 9 � I j 11 ' 9 I 35 I ® A I 0 TYPE A3 I I ;I l f - _t F �� ''.7-)-1-----7- =1!_- g I c=-� r�-'� __ - / 13 \ 1 ' ///I INDICATES STEP iN ELEVATION. A — - -r \5400/ ) I{ , I 37 1 ® 1 l S400 - 'r IE A //// 6 4IffillCr) 4r f �- - - r ��� S�°�:�� .;•9 I I I I ���. �4°� --a�l - s 1. 6 a INDICATES KEYED NOTE, REF 5104. ® 1-* 4 L 9 I ; 1 �-- I I ; I I ._--' E 9 �4� I 1 0 N 9 1 I 5400 ALL INTERIOR r 4 16 4 . .7 ALL INTERIOR E 5400 ) I r '� �12 DRAWN BY: TYP 8 S400 1 4 N I * 4 /, 5400 8 L J TYP S400 I Pi/ND FOOTINGS, L I PAD FOOTINGS, S400 I UNO 1 f 5400 1 1 ' I 5400 1 5400 UNO ` S400 S400 d © 4"E TSOG 1. I L t A A I I I I 1 1 1 1 A A rl I I 4" EXT OG 3 FOOTING SCHEDULE DATE ISSUED: 12/11/15 M 6 6 6 6 '=' REF A'CH S500 MARK SIZE REINFORCING NOTES �I S400 RE ARCH I I __ 4 11 35 I I I I ® I 4 -- I I 1 I T. 8 5400 L_ .- : L - - - - J 5400 8 ---- 1 ! [Ai---- I I - - I I I - Lo ITYP AT ALL 1 ¢ L ` 1 1'-6"WIDE x 24" DEEP (MIN)x CONT S400 I i I " �� I I I 5400 J_- I I r 1 TYP AT ALL (2)#5 CONT 6 3 4I 1. 3 a EXTERIOR PAD L a L - - - L - L - J L L J L - - - - J 1 L - - - - J A L J EXTERIOR PAD`alb r- - 1 .._ - - I - - 2 1'-0"WIDE x 10" DEEP x CONT (2)#4 CONT ia FOOTINGS UNO 6 € \ Allik6 FOOTINGS UNO r. N , I I I O g S400 6 S400 0 I 1 I4) \ --------1 f.__,___ ,411 4,.••• ,•-•••,•wm. li ,-, ' I I I 3 2'-0"x 2'-0" x 11" DEEP (3)#4 EACH WAY - ,4ii:-- I 0 f_ r`[ 7 v v J f�� I I 4 2`-6"x 2'-6"x 10" DEEP (3)#4 EACH WAY 2 I i __ I 4" EXT SOG 4" EXT SOG 5 3'-0"x 3'-0"x 10" DEEP (4)#4 EACH WAY - I _:-_- :/. 1 € I ' r REF ARCH I REF ARCH 1 ms.::µ I N N E. 1 r 1 17 6 3'-6"x3'-6"x 12" DEEP (5)#4EACH WAY -1 Com. L J LJ J C . J 1 ,co . . . .. . .1 ] - -L .. . - - - - - - - - - - , i J- - - -' - - - - - - - - - 7 1`-4' WIDE x 12" DEEP THICKENED (2)#5 CONT © 5400 - - r 2 AM i \5400 SLAB x CONT 5300 10 - 54o� 0"•-•\ 12 S400 10 S00 8 ai 1' 6"WIDE x 12" DEEP THICKENED (3)#5 CONT - co o �� S400 TYP TYP S400 540DSLAB x CONT 5400 9) 54092 OPP I I I OPP 1 9 3'-0"WIDE x 2'-0" DEEP x CONT (4)#5 AT TOP & BOT - E SIM 10 l'-4"WIDE x 24" DEEP (MIN)x CONT (2)#5 CONT - a a I i I I I I I S230N o SHEET: 1� BUILDING A3 - FOUNDATION PLAN a k LRS Architects,Inc,© u, 2015 N 5230 15-T084 SCALE: 1/8"= 1'-0" MP 0 a C' A B 1131 DT ftb CI 148'-9 112" / / ROOF FRAMING PLAN NOTES 28'-11 1/2" 8'-O" 37'-5 114" 3T-5 1/4" 8'-0" 28'-11 1/2" / / / / / 1. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. ! I I ! 2. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE CONSTRUCTION LA S METHODS FOR THIS STRUCTURE, CONNECTIONS, DETAILS AND CONDITIONS NOT • SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE 720 NW Davis 503.221.1121 Alka ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF DETAILS ARE ENCOUNTERED NOTIFY THE ARCHITECT FOR CLARIFICATION IN A Suite 300 503 221.2077 SIM 4 S600AIL 4 S600 4 SIM TIMELY MANNER PRIOR TO BID OPENING. v Portland OR 97209 www.Irsarchitects.com S600 S600 20 S®SIM SIM 5® 5600 S600 3, REFERENCE 5/S104 FOR TOP PLATE SPLICE DETAIL. 20 518"APA RATED ...� S600 4. TRUSS MANUFACTUTER TO REVIEW ALL DETAILS& PLANS TO ACCOUNT FOR _ 0 \ \ 5600 I.IIII ,i I 4 ROOF SHEATHING 4 11„....„. B7 11 C T U�� SPECIFIC CONDITIONS. U ® € 11111.1111,- _-7.. S600 5/8"APA RA ED 5600 MB� ' i i ® 5. ALL POSTS & MULTIPLE STUD SUPPORTS IN UPPER WALLS SHALL ALIGN WI A POST RtiD PRO1 L S601 i I I _ I_ € ma / 1 \ ROOF SHEATHING LIl� m € _ laI S601 OR MULTIPLE STUD SUPPORT OF SAME SIZE IN LOWER WALL. TYPICAL UNLESS'i �jpPPI A A ���� - ,1 , Q NOTED OTHERWISE. �� ��G tNE O 1 I 1 t• 5600 S60D ,� I t 1 'L 4 fT-- m I r154�, _ k oill 1 I� ? ■■ .. ---r+- 4 STUDS AT EACH ! SUPPORT ALL GIRDER TRUSSES W/ MIN 2 2X6 STUDS OR 4 2 i I I ( ) ( ) X S600 I �ri�..-' S600 A I • ��.� ,____ I rn !— S600 FLOOR TO FOUNDATION TYPICAL UNLESS NOTED OTHERWISE. °' 3' GIRD R RUSS r - I si m rr�- I Iiw�l GIRD RUSS �` i ...,,. I ��[ B9 Alla . Millk. B9 _ _ �� rll��:. , ..�.._. 11 _ � 7. PROVIDE 4X8DF#1HEADER ATALLWINDOW& DOOR OPENINGSW/(1} CRIPPLE& (1} ��\ , L_ �- + - _911,,- --_ ' Fr27---�y. _ � 4 �R -__-._- iI Nil , v._ - �c�...�,._ . + ..vt>i . -- +rr�r_ +�' ..i_.Jy �,© A�Ca11111I�■IIIIIIIII•r , a� G 'DE2TRIJ: { '� ®� - ��_ �!, -�- I!�r r 114DEFfRU'S- ,y Y /�I♦�/ n��' A KING ON EACH END OF HEADER, TYP UNO ON PLANS. SEE DETAIL 41S1°2 FOR � REGON ,2 v { — , �®� • 11,04 \ { -�*��►� j v ®_ ! w!ww..__ /� , O i �� .ILIO /' . v TYPICAL HEADER CONSTRUCTION. FOR OPENINGS LARGER THAN 8'-0" PROVIDE (2) ��` y �9°' B9 B0 9 ®� :_: 10 { 10 ��� • I j i �� • 10 ...,..._,,44-4",„,, i, �� i 1D l B1© c CRIPPLE & (2) KING STUDS. TYP UNO ON PLANS.11 25 S600S60 SS00 I S600 x• 5602 5600 •• N E S600 AlkS600 1�8I 6 �� i s600 ss- i � ROOF FRAMING LEGEND EXPIRES 12-31-15 Iis:oir -- S601TRUSSES @24" OC DER I , -- . • „ OIR _� GIRDER3 IPP' TRUSSES @ 24"OC - ■.,, • TRU 5 a� `, @ P' lL1 j FS �./ EL) _ T'USS :.:Al �{'r -• Q' CO0 q �S ,--= } -� J A O m rn ��, ; INDICATES SHEAR WALL BELOW. REF 104 FOR SHEAR WALL SCHEDULE, o B9 CO vss �i^� r ,'���� 24" p0 1► B9 j TYPICAL SHEAR WALL DETAILS AND HOEDOWN SCHEDULE. ONE CONSULTANT: 1 MI ' - �� `� ��� ;f� �� OC t L-21-- `� ��' 1{ HOLDOWN IS ALWAYS TO BE LOCATED AT EACH END OF EACH SHEAR ssaD A Ir 1 -- - r � -:_��_ -� _ . d, ��_ 1 I ;r -!r- - ---� . WALL UNLESS NOTED OTHERWISE. _ ___-� f � IIIr- S60fl i I lir ; OO SIMS-" '26 I: 1 i 111�� 44 i A ii 44 .. . ,` II �_` -� IM �' 26 v I - - q � S601 m { 11 v II { �G S601 A [_ ___] INDICATES LOAD BEARING WALL BELOW UNO ON PLANS ALL EXTERIOR Alir rn ry� Et �� -- w tr) it'll S602 ,, -- _L-_-__71---- ' S602 { w Lt w 24 d'N WALLS TO BE 2x6 DF#1 STUDS @ 16" OC ALL INTERIOR LOAD BEARING S601 �.__ r c ._. t 6 I� 1 L___ J r1 t I �] --° D- S601 \tis v WALLS TO BE 2x6 DF#2 STUDS @ 16"OC OR 2x4 DF#2 @ 16"OC UNO ON ., 4 , ® t S600 II i II ll S600 © I - 1 PLANS. co ' A. !1 3D t �L-- - I i _j! t y t q,gat' r i e s- �. N Alk : I J� 01 ® ! ® 5601 i 1 I 1 H ; S601 p 1 INDICATES NON-LOAD BEARING PARTITION WALL BELOW, FRAMING TO BE „ S6010 S600 _ 30 I, 0 �:: �:: { -TIER ,_._�,.., Alk _ _�.ftHr_TAI.L _°30__ €� 5600 2x DF#2 STUDS @ 16" OC, UNO (SEE ARCH. DRAWINGS FOR WALL WIDTHS). 3 ; \ , _12E3E1-izIRI�S _ _ 5 ..._. .____..w._._.�_._.._w_..._�_.�_. �____._.� . ..__._.. .w�......... . .... .w_.._._..�._.. w..._w._. ...ww�._._._._...._._ _ 17, j� ..e w.+._.__ ■� (n ...i.i.-.r ..0 l.._Jr`.e. rr:.-.SrFriv4-r+47v.tii_ara-.s i-r v.VY.J_J_f. � -�"..•. r A } i : tf �i v � } � { A INDICATES SHEAR WALL TYPE, REF S104;,--- v ! I A ,a' C A v O 8 r A __ I ___...... .. A 8 { NOVQ CI ,�1 q �' 1 r O' INDICATES HOEDOWN TYPE, REF S104 v m IC7 w S600 i 0 i ! vrl 5600 II { v� '! tI <r ryA r _ - • _ _ �, F f� O E L I C H p . { II I i i1 t + g A SIM t 6 44 L.mm Et - � - I /44� ' 6 fx SIM �� A BX INDICATES BEAM TYPE, REF SCHEDULE S104. 0 / SIM c� c� �til� ii 5� �u SIE}Id i� SIM til v Ir. ,i 26 24 { SMIF ! S602 11 "(s<2".:(1 =-71-11_=.n `� D i l 5602 `_:. { D I 24 26 h Po Bend: (541)383 1828 5601 S601 1i ; p5G.-----17-- I // INDICATES STEP IN ELEVATION. Froelich-Engineers.com I - ---- -! _ L_ _.. �� , I i� I S601 S601 q Ank /777 _ _..___-__ S Z j � I __1 JOB#15-T084 J I l 2 9 _ - CAD-5 o S600 71i FS �`�� ,'� I .:, g�i t , t��� S600 INDICATES SPAN DIRECTION ROOF SHEATiNG. N 5J8"APA RATED . B9 1 I GIRDS m @,./, OC ..._., 7 (� 6 I e IRDER 518"APA RATED ROOF SHEATHING 111, �� TRUSS 1�__ ��� i` •� _J I TRUSS l Ml�.•. .` c� --a1 . ��AI 1* i I! AIM ..1� t A Q. 1 ---' I ROOF SHEATHING _� I 4* -ss ..� I, II s �. OINDICATES KEYED NOTE, REF S104. TRUSSES @ 24" OC , Id1 I ,. ®1 I woE�, . S60fl 7 �� v ,®, Ail � �■��y; TRUSSES @ 24" OC 4 i■1 irk•. IISiihoor ..t , t 3 I I r �� ; . dlik ,..� ' �Ge Itri rtil_ 4 m m, , { �� 10 j1 �� 1D All ,, w �� � ''! .... INDICATES OVERFRAMING TO BE PROVIDED BY TRUSS MANUFACTURER. 1� _ _ �I ; 1r �� 11 �� d � � 5600 � �r�J - 5600 . .t �� .% �4,, ` 5600 .�.��.� .... _ ,..��...�.- -_ - f� ����j� shoo . s X02iii shoo `. Vallij S600 -IIIII I I 'ilik L���rir� DER TRU' --- B7 _p _ -- — - ....... - — -�.��j11131111&j10{ - �{ \ p` iIIIV @ -- > _ -- II B15 --- �• _ ® D T S '1{� w q 4 A a, GIRDER RUSS I''�_ `- di:-wr.__, ,, '-- ' NEIA I B9 •� \�• GIRD R'TRUss 1gikk KEYED NOTES o S600 A !', 1- -1— m "' � �� I V� r A S600 A Ir 11.1 i" m �, I A S600 1 4x6 DF#2 POST UNDER END OF BEAM. i I _ I A v v 1911 I I _ 1 IFj�25 B9 jm Alk ' a I s r - miki — - B9 — ; ® 3 4x10 DF#2 POST UNDER END OF BEAM. 1 III �� 's �� I ■' I S601 PROJECT NUMBER: 215079 5601 S600 5600 IISTA NED WI LL. EDGE NAIL FL OR SHEATHIN T . (_5) \ \ .,...�■.- .W ;:�.■� - � $ DBL JO LIG WA O GTO DSL JOfS Sjv r IIUiv 20 A --- -- -------- - � �--- - A 20 9 M5T37 HORIZONTAL TIE SIDE OF TOP PL TO SIDE OF DBL I-JOIST/BEAM PER DETAIL 5600 0Allk 0 S600 5/S500 OR DETAIL 13/5500. Tigard Apartments 4 4 ® S1M 4 SIM ® 4 4 12 ALIGN JOIST W/WALL AS SHOWN ON DRAWINGS& EDGE NAIL FLOOR SHEATHING TO SIM A 5600 S501 S600 S600 S501 S600 A SIM JOIST FULL JOIST LENGTH. 1 I S600 Aliki IF v !a S600 ! 17 SIMPSON LSTA24 ON TOP OF FLOOR SHEATHING TO I-JOIST &TO TOP PLATES. SPLIT S600 S600 STRAP EQUALLY AT JOIST&TOP PLATE INTERSECTION. 135th and Scholls Ferry, I 25 PT 2x10 HF#2 @ 24" OC Tigard, OR 26 2x6 DF#2 @ 24" OC N 30 ALIGN DRAG TRUSS W/WALL & DESIGN FOR 2000 LBS SHEAR. 2� BUILDING A3 ROOF FRAMING PLAN 31 ALIGN DRAG TRUSS W/WALL & DESIGN FOR 3000 LBS SHEAR. 5231 I 15-SCALE: 084 118"= 1'-0" ar 34 SIMPSON HTS20 TWIST STRAP TO TOP OF TOP PLATES& SIDE OF DRAG TRUSS. T A B CO D 1111 GP 148'-9112" I I / FRAMING PLAN NOTES 14 28'-11 1/2" 8'-O" / 37'-5 1/4" / 3T-5 1/4" t 8'-0" t 28'-11 1/2" 1. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. 2. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE CONSTRUCTION METHODS FOR THIS STRUCTURE, CONNECTIONS, DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE HOLLAND ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF DETAILS ARE ENCOUNTERED NOTIFY THE ARCHITECT FOR CLARIFICATION IN A PARTNER (.25-N\ OPP TIMELY MANNER PRIOR TO BID OPENING. GROUP PT 6x6 HF#2 TYP / 25 \ _ 3. PROVIDE SIMPSON LSTA36 STRAP CENTERED @ALL DOUBLE TOP PL BREAKS W/(13) © AT DECK SUPPORTSAllik ' 5501 SIM 7.-\17)\ ® P 6x6 HF#2 TYP © 16d SINKERS TO EACH SIDE OF DOUBLE TOP PL BREAK(26)TOTAL NAILS. TYPICAL 1111 Main St#500 5300 S500 \ 5500 AT DECK SUPPORTS NOTE: LINO. Vancouver, WA 98660 © /IIIA . J TYP - - - �>, © INDICATES SHEAR WALLS FROM 4. ALL POSTS & MULTIPLE STUD SUPPORTS IN UPPER WALLS SHALL SLIGN W/A POST Phone: 360.649.7888 1 N -N 0D �� C11501 ,7�� .Q FLOOR-TO 3RD FLOOR. - - - OR MULTIPLE STUD SUPPORT OF SAME SIZE IN LOWER WALL. TYPICAL UNLESS S5 ■ a a $ S500 B9 ® m B4 18 18 B4 m a B9 I HOEDOWNS CALLED OUT ON THIS NOTED OTHERWISE. a r- S500 S500 SHEET TIE 2ND FLOOR WALLS TO SHEET TITLE: E? S501 5500 S500 r1ST FLOOR WALL, TYP 5. PROVIDE 4X1° DF#1 HEADER @ ALL WINDOW & DOOR OPENINGS WI(1) CRIPPLE & (1)o) A 5500 ✓y �;, m25 m © © m 0 m % ,,_ �;. ilk 1 @ • S500 q KING ON EACH END OF HEADER, TYP UNO ON PLANS. SEE DETAIL 415102 FOR 18 2q. @ 2�, A A 5500 S5D0 A A OG d, 18 TYPICAL HEADER CONSTRUCTION. FOR OPENINGS LARGER THAN 8'-0" PROVIDE (2) BUILDINGS 2 3 4 0m 00 5500 IMO6 f �' 0 B9 s© qB9 Q �. S5D0 2am Q 25� CRIPPLE & (2) KING STUDS. TYP UNO ON PLANS. i iSSDD (� ..._ . 5500 5 1 CI \ _ _ _ _(25) 5 - - - r. v ���'•� 9 i" - NP 6. ALL 2X4 BEARING WALLS TO BE 2X4 DF#2 STUDS @ 16" O.C. UNO ON PLANS. ALL & 5 FLOOR & TYP 0�� B2 .500 : B10 610 S5001LEI ?_ O O B9 ��______j Bg _ O E 0 11_ EXTERIOR WALLS TO BE 2X6 DF#2 STUDS 6 O.C. @1 " m_.___1 B3 ji 7. 2X SILL PLATES MAY BE USED AT WALLS OTHER THAN SHEAWALLS. FRAMING v _ 4 Q O --(4---- - �Q O Q SIM E B3 I m S500Mk 0 t - C� p i'.° S50D m S500 (1, 8 � ; � , 1 PLANS °° 2 IMj SIM G 17 �� 5'01 © 00 005500 ' ' SIM I� 17 8 ! �5 co AI m oiir A ; sIM SSDDO 26 ?, 0 , s5o1 l ,- J2@2�5flo• FLOOR FRAMING LEGEND Ank y--- ! A � B3 5500 0:. 'rr �� B1 rnv S501 v a� 1 °C I _ a S500 c, A B9 CO r V m m B1 ��I I I INDICATES SHEAR WALL. REF 104 FOR SHEAR WALL SCHEDULE, TYPICAL 0 26 O �. 26' t B9 A SHEAR WALL DETAILS AND HOLDOWN SCHEDULE. ONE HOLDOWN IS .., Cel = ® > © J 4 �. r .a�■ h, A . .�,� r.`� v© W� 1 n ; A mIllk `'� S501 �j r� _ __ 5501 CV S500 I m A �' �`-, ' ©� NOTEDOTHERWISE. TED AT EACH END OF EACH SHEAR WALL UNLESS IIIII �J73 ALW Y BEL5500 SIMr- (4� , C� ! SIM S500 q I J © 00j `�5' m `��, m m ry m 111111 vr' , © G I A p�1 INDICATES LOAD BEARING WALL UNO ON PLANS ALL EXTERIOR WALLS TO °' k 2 `ti , toI 5500 24` O rn BE 2x6 DF#2 STUDS 16" OC. INTERIOR LOAD BEARING WALLS TO BE s5oo sSDa o o Q ° �j ® ® ¢* :.. - �2 Q j v EITHER 2x6 DF#2 STUDS @ 16" OC OR 2x4 DF#2 @ 16"OC. lir 1. 16 S500 5500 1 j .__ 0 ry .. _ + S50D _- - _. - c 111V500 :i { • INDICATES NON-LOAD BEARING PARTITION WALL, FRAMING TO BE 2x DF#2 0 N . ! I.{ STUDS @ 16" OC> UNO (SEE ARCH. DRAWINGS FOR WALL WIDTHS). I , S5004 t w \ _ v v .................................. �-_..�.T�,,__.._, I INDICATES SHEAR WALL TYPE. REF 5104 A 1 ' VIII Nor _____ I , - A INDICATES HOEDOWN TYPE, REF S104 -- Freimmom_t_ - r 1 ev6A16 r A A A 6 i lirS500 v .O5500 a 4 0 0i 4 S5 [� 0 5500m O 2� G L.- �. _ . _ ® ! S50D BOG S500 G - -- 7 - �'____1 (¢] S500 �� S50p € ® pY • N_ - �; J @ 24" © CO BX INDICATES SEAM TYPE, REF SCHEDULE 5104. BLDG NrJ2 (aj 1 ry 1 7 `ti m �, , N �' m �/' O 1 OC A A a� O © ithAsk ©2 rn I v© 9 SIM S50D . _ ._:. 0� ?) m mO O t S500 ; lSIM © I//J/// kNDIGATES STEP W ELEVATION. TYPE A3 I S500 �, C' !, rr S500A S500 .r� U k m 5501 vii---- -, .N.. , - © I m j t, E S500A 0 1 112"GYPCRETE ' j 26 �j n �■ 0` ,/i i (dj 26OS500\` r,5` a t. `�"�I 8 rie,) ` 1 112" GYPCRETE INDICATES SPAN DIRECTION FLOOR SHEATING.OVER 314"APAB9 °' • S501 C� ' t ' _ciiiIMMIIIMI `°.� F; s� 61 m m q r ' c { A m m S500 �I B9 OVER DRAWN BY: RATEDAllk ' J2 -� - I ���- Allh RATED 14"APA 2 — A SI �S INDICATES KEYED NOTE, REF 5104,SHEATHING S500 m @ 4^ v : A SIM SEA lirAn 7_ 2a` ° I m �� S500 SHEATHING Q DATE ISSUED: 12/11/15 Ear N sco I ® ,1 �� ! S DO rLD.© ��Ik© 1 © 'sr.. ® 2�p 5 8 =MI 17 / I m I�m 4 Y7 E � CM � S5D0 0 O 5500 t' S501 �' 4 m �, B3 SIM S500 O S500 © Q 0 A •IM S500_ B3 �; O O 9 B10 B91 B9 BID ri I� Q i I --- — I - JOIST SCHEDULE _ �..�.�........ �E.500 � �.,: — IPA — umml - �._.� - =-r--_k S501II _ - r MIN SHEAR MIN FLEXURAL IIIB2 7. C4) \ - - - 25 - v -------. pp ---i. v - - - - MIN EI X 1°6 18 B i A B9 ©v B9 A I ll ! J E 18 - 25 MARK DEPTH CAPACITY (lbs) CAPACITY(lips-int) CAPACITY (ft-lbs) S501 A m '�@ 1111911 A �q �.�^_^ � R r m A 55500 ) OG © 5500 © Ei 2Q„ @ 500 S501 o TYP va 21'` - Alkm �® m v 5500 S500 v m ®v m - S50D 0C avTYPJ1 11.875 1335 248 3100 °' SSDD 18 18 :i - S500 J2 11.875 1485 318 3775 ll41( 1 B4 S500 5500 B4 1E B9 00 m S500 Alla L Bg J3 11.875 1485 406 4690 a © \ \ _ - - - - - - S50D _ A© -N r - - - - PT 6x6 HF#2 TYP - - PT 6x6 HF#2 TYP ‘,...m.... A� S500 - _ - - - - - - J4 11.875 1625 547 6965 12 Aft v m AT DECK SUPPORTS I AT DECK SUPPORTS - - i ® S501 Ali 25 cn S500 S5D0 ailk S300 TYP 1 1/2"GYPCRETE OVER 3/4"APA 3501 S300 0 S501 RATED SHEATHING yp S501 OPP I ! OPP 0 I SIM u: m I I I I E I I E IS S231 o N SHEET: E. 1 \ BUILDING A3 - THIRD FLOOR FRAMING PLAN G k LRS Architects,Inc.© 2015 5231 J SS-T0841/8"= 1'-0" 11, 0 CA) D 0 O FRAMING PLAN NOTES LFS 165'-9 112" 1. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. / / 29'-0" 8'-0" 45'-10 314" 45'-10 3/4" 8'-0" 29'-0" 2. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE CONSTRUCTION /( /. 4' 4/ /( I{ 4/ METHODS FOR THIS STRUCTURE, CONNECTIONS, DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF i I i i I DETAILS ARE ENCOUNTERED NOTIFY THE ARCHITECT FOR CLARIFICATION IN A ARCHITECTS • TIMELY MANNER PRIOR TO BID OPENING. 3. PROVIDE SIMPSON LSTA36 STRAP CENTERED @ ALL DOUBLE TOP PL BREAKS WI(13) 720 NW Davis 503.221.1121 M 27 i 24� ® 27 r 16d SINKERS TO EACH SIDE OF DOUBLE TOP PL BREAK (26)TOTAL NAILS. TYPICAL Suite 300 503 221.2077 C` 11 I 24 m 5 UNO. 5 Portland OR 97209 www.Irsarchitects.com 300 S501 S500 ` 5502 5501 ® S500 5501 S300 4. ALL POSTS & MULTIPLE STUD SUPPORTS IN UPPER WALLS SHALL SLIGN W/A POST _ _ TYP S501 S501 _ — _ 0 2 - © _ - - - OR MULTIPLE STUD SUPPORT OF SAME SIZE IN LOWER WALL. TYPICAL UNLESS - - \ ` _i _ _ _ _ - - - TYP OPP r_ NOTED OTHERWISE. C T 5500 B9 m - - - ©_ �, a a S500 �R URS NOTE:El 5. PROVIDE 4X10 DF#1 HEADER @ ALL WINDOW& DOOR OPENINGS W!(1) CRIPPLE & (1) p�0 l 1 S500 ' 11 ' I I I 1 B4 B4 50D 18 64 134 m. I f S500 B9 , a INFORMATION KING ON EACH END OF HEADER, TYP UNO ON PLANS. SEE DETAIL 4/S102 FOR �,cti� -1 N �SS, FOR SHEAR WALL ---, ;\/c Afttm I Y _ _ _V - - - -9,% B2 B9 610 € i-1-0 Fr rwwlit • / •4B10 I 0O 63 7/*---/ B3 1 : it1 ; �50� 2°` ® sSOD go) Z DEA 1. SIM SIM „ oc I J ; E FLOOR FRAMING LEGEND ® ' S500 „ oc 9 ---<'G 34 @ 24 s® 4 @ 24,I Dc ;� �� c I 8 EXPIRES 12-31-15 11I I INDICATES SHEAR WALL. REF 104 FOR SHEAR WALL SCHEDULE,TYPICAL B3 °° J2@2� /4� S500 2� ° J2 OC •5500 ,J SIM S500 m 1Aillk \50� rn @ 2411 C J2 2A �� . S500 @ 28110 B3 o� C S500 SHEAR WALL DETAILS AND HOLDOWN SCHEDULE. ONE HOLDOWN IS S500 m m �` 19 O @ m a' linl - 'fit ,,..i B9 ® 4 mil 500 -, 4 4 ,` E m t gg ALWAYS TO BE LOCATED AT EACH END OF EACH SHEAR WALL UNLESS o �, -11 j �� / S500 S500 © S500 `®J I ��. i �, NOTED OTHERWISE. CONSULTANT: N ; i_J6alk'■ ^B1^ '`� `• `� 5500 B9 B2 ISI 5500 S500 SIM62 B9 5500 �� ;'�- E ■ 1 INDICATES LOAD BEARING WALL UNO ON PLANS ALi EXTERIOR WALLS TO (2D O•IM -• .---7- ,.- —� ,'• la) a, 1 ' 1m! - SI Q 1 S500 BE 2x6 DF#2 STUDS @ 16" OC- INTERIOR LOAD BEARING WALLS TO BE Aft I. ao 7: I rn 2 S500 m ® © © -- - `� © IL__ 07 m I S500 EITHER 2x6 DF#2 STUDS @ 16" OC OR 2x4 DF#2 @ 16"DC. m J @241,OC , ® __ •._. t S500 • S®501 1 @ 10C ! J ; B9 B9 I 'B9 B9 �1 ® 5500 ® �� @ 2q„ OC co' 24' 24„ r 1 J2 J1 I 2 @ 241 241 OC OC S501 I t C -r ---, I —. INDICATES NON LOAD BEARING PARTITION WALL, FRAMING TO BE 2x DF#2 • I @ 2 I I I OC J2 @ 6 i !I ® J2 ' STUDS @ 16" OC, UNO (SEE ARCH. DRAWINGS FOR WALL WIDTHS). - .,. J G �` :� n I 31 1• 1 32 @ " 24 OC J2 @ G' O I i 5500 i I E 2� 1 2411 OC '`'' INDICATES SHEAR WALL TYPE, REF 5104 ` . E I z4 OCzit% 2 __ _ ___ ___.....____J' Ei !�__.._--- • ----- -i �i L_____.__ ___-_ _ ___ i ; INDICATES HOEDOWN TYPE, REF S104 0 E.`.! ,. _ • - - - - . 1 e. 0 • T..- 0 t J2 @ J1 i' I 6 J2 i+• , pG JZ(� t J2 @ t 6 J2 @ t �+—� r I @ 24" I @ 24"pC j-.3iii@241.....33C J� @ 241 t 6 tS500 2 ' m DC 12 it OC 5500 © it -' ® AMi 4 OC 2a 19 C� r S500BX INDICATES BEAM TYPE, REF SCHEDULE 5,04. A 4' OG t 4 i{ Ir'- 'OC '_.. : II + it 5500 -- 01 - J FROELICH,. C 2 5500 -� - 4 4 - �. -- 1 �, 2d' O - J _ S500 B9 B9 B9 B9Sr!. J� � ; 2@2411 6,I m J2 arr-- i _- _ _„ II 0 1 ® �� OC m ,•77_77_ INDICATES STEP 1N ELEVATION. ENG ! NEER S © m Ile B9 ! S50D B2 ! B2 S500 , B9 m , 2AI 11 I 1. m _ 1I - S500 i I-- 5500 0 ., © Bend: (541)383-1828 Portland: (503)fi24 7005 !M S500 �� S500 ; 51 INDICATES SPAN DIRECTION FLOOR SHEATING. Froelich-Engineers.corn 4 5500 , 9 UB1�;I !�_ h� O © • I 19 • © © � � S50D 1/ •1 ;. u u I' ^ i QJ n 23 11^ ^ JOB#15-T084 o ; w.�r�I ��1�' \ 4 S500 00 e �' _� t��B9 'L _� J \5001 501 4 L_ ` • m m OG 26��' B9 O INDICATES KEYED NOTE, REF S104. CAD-5 7 w �' �' • SIM SIM rn i Alk "' 11 2 m @�2 ° S500 r B3 m 8 @ 2q OC I 9 A @ 2411 °C . .32-@�� OC J2 @ 24,1 OC!{ J4 @ 24' 500 -_4- 9 V- 8 m 5500 ® Jo 1 i� s5oo SIM s500 -500 ® c ©, / s5oo ® SIM s5oo � I - JOIST SCHEDULE 25 °° @ i 5501 , I ! m Cry 00 4 SIM i F , p OG • ! 8 E ��°, __ j SIM 4 m MARK DEPTH MIN SHEAR MIN EI X 106 MIN FLEXURAL rill ma, S500 I I B10 810 o 5500 =-- i 5500 . B3 - CAPACITY (Ibs) CAPACITY (lbs-int) CAPACITY (ft-lbs) 6 610 • B9 B9 B7 B7 B9 B9 1 f B10 di -- t J, 11.875 1335 248 3100 __ - -C--5--NC/- 18 - - ------_-t - �.- ^ _ Alk 1 � . �. - - I ' i. ______'' 18 �25� J2 11.8753183775 S50� 5500 m 3• J�@ G I r 1 5500 S50� ____�_A 1 - •-- "- Alk ��@ G m S5o0 \s___!),.:„.1/ 1485 TYP O J�rII ch c� m i t. . O I J3 11.875 1485 406 4690 2�` S500 �� m ® °° ria.- S500 18 5500 m ® C° �� _.... . S500 AlikI TYP J4 11.875 1625 547 6965 S500 L_ -- _ 1 � I �i _ a _. _....__ � S500 °' 'c, B4 B4 I 5500 S500 I M B4 B4 w _ Alk B9 5500 m ° © - a ® - ' m S500 [ B9 1© KEYED NOTES PROJECT NUMBER. 215079 S500 '.- T--'•7--, - - - - - - 25 24� ------ ----- 5500 1 4x6 DF#2 POST UNDER END OF BEAM. 11Aft 5 27 X500 I 24 5501 S501 5500 27 5 2 4x8 DF#2 POST UNDER END OF BEAM. Tigard Apartments 5300 S501 I S501 S501 I TYP 15501 I 5300 I g OPP TYP OPP 7 14'-0" SIMPSON CS16 COIL STRAP ON TOP OF FLOOR SHEATHING TO I-JOIST BLK'G SIM BETWEEN FLOOR JOIST&TO DBL TOP PL's AS SHOWN ON PLANS. 8 DBL JOIST ALIGNED W/WALL, EDGE NAIL FLOOR SHEATHING TO DBL JOISTS. 135th and Scholls Ferry, 9 MST37 HORIZONTAL TIE SIDE OF TOP PL TO SIDE OF DBL I-JOIST/BEAM PER DETAIL 5/S500 OR DETAIL 13/S500. Tigard, OR 12 ALIGN JOIST W/WALL AS SHOWN ON DRAWINGS & EDGE NAIL FLOOR SHEATHING TO N JOIST FULL JOIST LENGTH. (-- 2 BUILDING A4 - SECOND FLOOR FRAMING PLAN G k 12 ALIGN JOIST W/WALL AS SHOWN ON DRAWINGS & EDGE NAIL FLOOR SHEATHING TO JOIST FULL JOIST LENGTH. .4a SCALE: 1/8" = 1'-0" MD \` 15-T084 17 SIMPSON LSTA24 ON TOP OF FLOOR SHEATHING TO I-JOIST&TO TOP PLATES. SPLIT STRAP EQUALLY AT JOIST&TOP PLATE INTERSECTION. B CO D 0 0 co 25 PT 2x10 HF#2 @ 24" OC 26 2x6 DF#2 @ 24" DC / 165-9 1/2" / 30 ALIGN DRAG TRUSS W/WALL& DESIGN FOR 2000 LBS SHEAR. 29'-0" 8'-0" 45'-10 3/4" 45'-10 3/4" 8'-0" 29'-0" 4' 31 ALIGN DRAG TRUSS W/WALL& DESIGN FOR 3000 LBS SHEAR. 14 34 SIMPSON HTS20 TWIST STRAP TO TOP OF TOP PLATES & SIDE OF DRAG TRUSS. 35 (2)2x4 DF#2 STUDS @ 16" OC IN INTERIOR BEARING WALL. I I I i 36 USE 2x4 DF#2 STUDS @ 12" OC ON EACH SIDE OF PARTY WALL. HOLLAND PARTNER ( 4 a © I / 12- © fik / 4� I GROUP 300 S400 TYP TYP S400 1111 Main St#500 S400 (1f 40� S400 - — _ 300 411 1 _ - - - - - Vancouver, WA 98660 \ �. _ _ _I _ _ � _ _ r_� w . _ - _ _ - � _ , - r,� _ OPP , Phone: 360.649.7888 5400 �� I !- r °'i �� 5400 J L:-J � e 4'SLAB ON GRADE WI J L JL 1 #4 @ 24" OC EACH WAY 4 i 1 ---, I 4' EXT SOG REF ARCH � 4" EXT SOG REF ARCH I I -� - B -= B r -- 0 B r I FOUNDATION PLAN NOTES SHEET TITLE: NIP' I I I v L 0 7 v ® I 11 S400 © .� _. L e I I v A. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. Nr SIM 2 8 v . -4 BUILDINGS �, & fi I _ .Y �! �,�. .� S400 W� !.►_,- _I __ 1, I CI _. — — — A - ;/:_-_� -�. 1T-, u, . ---- --- — � ,. �� ,- - — - --- — - - I ------• A B.- - - - B. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE CONSTRUCTION 1I— _ – – , ---; _ I _.i -- _ ._.I L METHODS FOR THIS STRUCTURE, CONNECTIONS, DETAILS AND CONDITIONS NOT FOUNDATION & t r '� TYP AT ALL EXTERIOR i. W� —I--- ,; - 3 SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE PAD FOOTINGS UNO •J 6 ----^- ' 8 � 8 _--_---_ � �- � F' _ 6 TYP AT ALL EXTERIOR 3 r$ I— �� ` �' r: � � �I t r -I I L PAD FOOTINGS UNO I 4" SLAB ON GRADE W! � I; L 8 4" SLAB ON GRADE WI / ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF 4" EXT SOG I #4 @ 24" OC EACH WAY, I J • S400 S4D0 All" S400 ., E - I JFLOOR FRAMING © I #4 @ 24" OC EACH WAY, r 4" EXT SOC, DETAILS ARE ENCOUNTERED NOTIFY THE ARCHITECT FOR CLARIFICATION IN A S400 REF ARCH i1 TYP -1 t 6 Q ®., ,.� •0 A I TYP REF ARCH ® TIMELY MANNER PRIOR TO BID OPENING. PLANS l A ArS C E 6 6 L I S400 C. ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN WI A STUD OR POST OF THE ►Y 8 rII 6 4 6 TYP 16 • .TYP 6 8 SAME SIZE (MINIMUM) IN LOWER WALLS TO FOUNDATION. TYP® ill I S400 4 I 4 S400 S400 1-9-- I 4 S400 111111 ® TYP D. SLAB CONTROL JOINTS TO BE PLACED AT 12'-0" OC MAX, BOTH DIRECTIONS REF 4 5400 I S400 Q : IS400 4 t I _ S400c-) L 1I 5400 S400 � /` / '\ _ 400/ 5400 � 615400. A ` INgi L J L _,/ / 35 / / 13 �13 v ' ® 13 S40D < � J �/: L - - - - ) A Zoi6 , s- -r^ 1 S40D 5400 4 S400 S400 \\_•\_410_ _ - 1 � � -:1--:::: ' A t 6 FOUNDATION LEGEND e0 I �- - /- - - -r , - S40D I f- s z - -� r ? !6 I s40� ® - --J - - -I ILL-- -�_ — ' L - - - - Jj --I s-- 1 X400 3a I 6I 1• / 35 / I S1M I v L_ — T - QJ ISIAjI 35 X I I INDICATES SHEAR WALL. REF 1D4 FOR SHEAR WALL SCHEDULE, TYPICAL 4 r- -3 w _..- _ g 1 iS40fl ® I ; �� E 6 .L. 'iI SHEAR WALL DETAILS AND HOLDOWN SCHEDULE. ONE HOLDOWN IS r' A 4 vile r__ B • 1 3 I I 5400 6 '00 .. ALWAYS TO BE LOCATED AT EACH END OF EACH SHEAR WALL UNLESS Q } I 36NOTED OTHERWISE.- I 400 – – m ¢ - I ...I TWA O FOOTIINGSRIOOR 54DD .. -_- WALLTYP O00 INR ALL IGS UN{ R S400 I I Ir8 I 8 ,r 411, N ,A - _ _ J w _ , - _ -. L - - „ -_ _--- -�:.� t aI- ; L - -, INDICATES LOAD BEARING WALL UNO ON PLANS ALL EXTERIOR WALLS TO cl, ti6 Cl ¢ -,_• 7 --- -=- - - -. -- -- - - - 6 2X6 DF#1 STUDS @ 16" OC ALL INTERIOR LOAD BEARING WALLS TO BE L BE�� TYP FOR ALL INTERIOR8 ; �~ z r}'it I I AViWalligeliaA E c� ¢ - 8 TYP FOR ALL INTERIOR 2x6 DF#2 STUDS @ 16" OC OR 2x4 DF#2 STUDS @ 16" OC (UNLESS NOTED 17- IIWALL FOOTINGS UNO i A I O t LLJ A WALL FOOTINGS UNO OTHERWISE). 540_ I i m Z ru 1 4 ;, Ir iiit NI r 0 I ¢ iir � j . rr ` ;i J Omw I vI' Ii n I11 I' l _ _ v e iI ® 0 I! m w r L I 1------i-_-------7.--1 INDICATES NON-LOAD BEARING PARTITION WALL, FRAMING TO BE 2x DF#2 r--- m S400 ' TYP FOR ALL I iI TYP FOR ALL I, ,_�r I ! ALL PERIMETER �r- -- _ 13� Q m --' ,.----Il' I ALL PERIMETERBLDG 1 O T7_-.).. .-:--.-. INTERIOR PAD L——— — — INTERIOR PAD '-- -^ -' cc co r 1 STUDS @ 16" OC. UNO (SEE ARCH. DRAWINGS FOR WALL WIDTHS). cn • I WALL FOOTING UNO WALL FOOTING UNO / 35 / I Z I .� it 4 iT I / OTINGS UNO ---- FOOTINGS U 5400 O III ,IeO II ��� '' o I - - f - - - - : _11 L - I I Z ; LI _ A I i INDICATES SHEAR WALL TYPE, REF S104 ILL' ! J 9 - ;- -L 13 \ 13 L - J 4 I L -;- L` Allk 13 --1-- I— Z - J t e INDICATES HOLDOWN TYPE, REF S104 TYPE A4 kr - - S400 - ,J - 5400 rr' � Z - I - E A A �j r -LP_ _ 4r �\�> ® S�0� 5400 Q t I 84D0 S40� ® i - _ _ s Nil i 6 r I 4 , 4 I ' 9 I- 4 I 7 INDICATES FOOTING TYPE, REF SCHEDULE THIS SHEET- ZL N I i -__ �- 4" SLAB ON GRADE W/ i v, I ' '` `� -- TYP ® 8 S400 C--;--"'s 40 , )) 16 4' SLAB ON GRADE W/ t 5400 . I S400 8 I , °- ® TYP DRAWN BY: 5400 I Ii #4 © 24" OC EACH WAY, I 5400 #4 @ 24" OC EACH WAY, t I 5400 S400 0 - I€ TYP : I TYPCD S400 I // INDICATES STEP IN ELEVATION. DATE ISSUED: 12/11/15 li 4AI " EXT SOG, ,, /777 0. I I A 1 f iii I : I 6 6 T I I 4" EXT SOG, S400 :, I I ; E, N REF ARCH I I I r I I REF ARCH S400 0 INDICATES KEYED NOTE, REF S104. al iI I I 1--- 71• ; 8 , ; 8L r -''r-I I I ' o - S40D r - ��_ , S400 Ir ---- r TYP AT ALL EXTERIOR TYP AT ALL EXTERIOR I I L J i I I �EE J I I r 5 PAD FOOTINGS UNO 3 L° T L_ _ - J _ _ .. ,..w.■.,1 - - _ _ - _ - wwww...:_ ._.:■ rr�..,..._-- s °J 3 PAD FOOTINGS UNO U - - -i 6 �.� _ �- - - - .1._..... - _,�w _r .-- _ __.. I - -- 7 �^ EWA ,— - - - - FOOTING SCHEDULE 4 \ - .. ,---...-->.-...„-- 1 ,� �. r, „ n n l�w w v w r^ T____ I — I Q B Q Q I -- I I =:. MARK SIZE REINFORCING NOTES 2 B 1`1.. 1 I B - I B B 7 BNr f B I I ?� 0 1 1'-6"WIDE x 24"DEEP MIN x CONT 2 #5 GOVT _ K I Q L _ – 7 LTJ L'I 3 - Q I Q r� LTJ L-1.- 7 L - - Ji 0 I - o L ------ r II 4" EXT SOG REF ARCH (— 4" EXT SOG REF ARCH I I �ry ~--� ;___:� 2 1' 0"WIDE x 10" DEEP x CONT (2)#4 CONT I \ _, _ _ _ �-'` on $ ° ° ■ f 3 2'-0"x 2'-0"x 11" DEEP (3)#4 EACH WAY a Ah © S400 - - __ L J + �_ - _ S400 4 2'-6"x 2'-6"x 10" DEEP (3)#4 EACH WAY - a 2 _ o 4 12 12 © r 4 i 5 3'-0"x 3'-0" x 10" DEEP (4)#4 EACH WAY 530 i S400 o 5400 S` 400/ TYP I TYP S400 S400 8400 I S�O� I 6 3'-6"x 3'-6"x 12" DEEP (5)#4 EACH WAY o OPP �� OPP SIM 7 1'-4"WIDE x 12"DEEP THICKENED (2)#5 CONT - , I SLAB x CONT b 1'-6"WIDE x 12" DEEP THICKENED 8 (3)#5 CONT 15 SLAB x CONT a S240 o N 9 3'-0"WIDE x 2'-0" DEEP x CONT (4)#5 AT TOP & BOT SHEET: E I BUILDING A4 - FOUNDATION PLAN A 10 1' 4° WIDE x 24" DEEP (MIN) x CONT (2)#5 CONT - LRS Architects,Inc.o 4 2015 s240 / 15-T08411$" = 11-0" DD 0 a 0 A B ) D E ) O 0 L. ns �� 165'-9 1/2" ��� 29'-0" 8' 0" 45' 10314" 45'-10314" 8'-0" 29'-0" " ROOF FRAMING PLAN NOTES 1. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. 2. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE CONSTRUCTION ARCHITECTS 1 I I 1 i METHODS FOR THIS STRUCTURE, CONNECTIONS, DETAILS AND CONDITIONS NOT I I SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE 720 NW Davis 503.221.1121 I3 ® I ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF SIM 4 1 24 4 24 I ® 24 24 1 A SIM DETAILS ARE ENCOUNTERED NOTIFY THE ARCHITECT FOR CLARIFICATION IN A Suite 300 503 221.2077 5600 5600 5501 S501 ' 5501 S5D1 56D0 S600 I TIMELY MANNER PRIOR TO BID OPENING. 560J S501 S501 360DPortland OR 97209 www.Irsarchitects.com 20 SIM SIM j SIM SIM 3. REFERENCE 5/S104 FOR TOP PLATE SPLICE DETAIL. SIM 518"APA RATED SIM �+p1 S600 AI T ^ 4ROOF SHEATHING - — -- -- --- - -■ ArriAily: A (..--- -)." 60�1 , _ - - - - 4. TRUSS MANUFACTUTER TO REVIEW ALL DETAILS & PLANS TO ACCOUNT FOR - 0 \ \ 7------------ --- Q ..60.1.1!,:, '_ =iMlEI - - -518"APA RAYED - - - © ��� I�i, = v— I_ —� , SPECIFIC CONDITIONS. RU C T(J B9 ; "w.. .. ■ �.. .. S600 S600 r7� p}� `q� • \ - I/ I I B7 B7 Ai ROOF SHEATHING a 0 B7 co \ B9 5. ALL POSTS & MULTIPLE STUD SUPPORTS IN UPPER WALLS SHALL ALIGN W/A POST . $0 OFA 111: _ �� _ A I\ I1 I �7 A A A A _� • 1 — ` -z--. ` - q SUPPORT OF SAME SIZE IN LOWER WALL. TYPICAL UNLESS '-" �"r OR MULTIPLE STUDS '��' `sS 4 �� m ` ti n 11 4 NOTED OTHERWISE. O o, v ` \ /I I ...__ j cri m a0 m ir �r €an !I • v A/C).\/(c. 154S600 S600 ' r--^- k! I G t NE, f 0 , S600 A -I rn E I -� ` ' 1 A '4 v jw Mir � S600 A v _ v i A K I k a •;r A S600 6. SUPPORT ALL GIRDER TRUSSES WI MIN (2)2X6 STUDS OR (4}2X4 STUDS AT EACH v °° GIRDER.' RUSS II i e `er_ v j �� 1 '� 1 i -- /, 1I GIRDER,TRUSS v FLOOR TO FOUNDATION TYPICAL UNLESS NOTED OTHERWISE. .� I Alt - .U:• '""' "--' $ ---- a I I _ �___..._._ _ F , ■_:�_ 1J 7. PROVIDE 4X8 DF#1 HEADER AT ALL WINDOW& DOOR OPENINGS WI(1)CRIPPLE & (1) �,i ®1 ±,1i � se � �, ' 9 B9 B9 B 615 I "-.`==- -- = I B15 9 B9 �►��♦ B9 } �Itt ,mow ® '•RECON ,� A1-7, KING ON EACH END OF HEADER, TYP UNO ON PLANS. SEE DETAIL 41S102 FOR S601 I ;` 10 19 �� B9 B9 1 ♦� 19 `` j" +%�r' ' Iillii7iyill5601 TYPICAL HEADER CONSTRUCTION. FOR OPENINGS LARGER THAN 8'-D" PROVIDE (2) �� <y >,�� 1 I + ' ,� 41/' a ��� �� i 1 10 ��\ :I•�►�► , , . k CRIPPLE & (2) KING STUDS. TYP UNO ON PLANS. 25 � I � :. ' S607 1 ; 1`60 j. 4 .1 le S600 1 It Ail I DiS-- 1a� \ ` _ �f '`,0.�♦. �,a .. -���.. .r j 600 ; i j �Z j�E�� j 11E° .01 �a � •�•♦� ® S600 ♦ 4 � , t,� 11 1 — rr ; ♦♦ ►�� ♦I: I I♦�����♦ , �� j ; m l ! 4 EXPIRES 12-31-15 0 'M,: r-_), �����i I ;; ♦� � �� ® '11----7.n • - ROOF FRAMING LEGEND 5600 I 1 _ - , 4 ' 1 , kt#t�dl -:w o, •''� OG 44 1 v 44 TRU ♦ •�i`---i °' o, .�-;.....-.� 1 CO TRUSSES @ 24"OC :rte ' __, �S' B `°.USS,-5 @ 24 5602 I S602 sSEB @ 24„ ,,t4;141.,f m m IRDS- TRUSS ,� A' . , � i TRUSSES @ 24"OC o B9 ,I mB9 i ---_ INDICATES SHEAR WALL BELOW. REF 104 FOR SHEAR WALL SCHEDULE, A 1' ---- - FRAMING PLAN NOTES ® E!!) O D 0 00 1. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. 2. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE CONSTRUCTION L.,...ns 179'-1 1/2" X METHODS FOR THIS STRUCTURE, CONNECTIONS, DETAILS AND CONDITIONS NOT / I 1r SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE / 48'-0" / 8'-0" / 33'-6 518" ji / /33'-6 718" I, 8'-0" 48'-0" ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF '� DETAILS ARE ENCOUNTERED NOTIFY THE ARCHITECT FOR CLARIFICATION IN A ARCHITECTS ! I I I I I I TIMELY MANNER PRIOR TO BID OPENING. 720 NW Davis 503.221.1121 A' 3. PROVIDE SIMPSON LSTA36 STRAP CENTERED @ ALL DOUBLE TOP PL BREAKS W/(13) 16d SINKERS TO EACH SIDE OF DOUBLE TOP PL BREAK (26)TOTAL NAILS. TYPICAL Suite 300 503 221.2077 U I I I I I UNO. Portland OR 97209 www-Irsarchitects.com 2 m ( 5 1---5-- m 4. ALL POSTS & MULTIPLE STUD SUPPORTS IN UPPER WALLS SHALL SLIGN W/A POST S500 25 ( 25 2 OR MULTIPLE STUD SUPPORT OF SAME SIZE IN LOWER WALL. TYPICAL UNLESS S300 S300 S500 NOTED OTHERWISE. R13 C r['(J S501 S500 _ _ _ I _ _ S500 S501 1 `� 4 .\_ _ _ _ _ _ _ _ B4 - _ - _ OPP �� _ _ _ _ _ - _ 5. PROVIDE 4X10 DF#1 HEADER @ ALL WINDOW& DOOR OPENINGS W!(1) CRIPPLE & (1) S PR o :- \ '3 Ck �' 4yp \ \ KING ON EACH END OF HEADER, TYP UNO ON PLANS. SEE DETAIL 4/S102 FOR ����D OFESS B9 a. B9 TYPICAL HEADER CONSTRUCTION. FOR OPENINGS LARGER THAN 8'-0" PROVIDE (2) �`� ��,O 4 NE, , rpt s 0 26 ® 10 1 10 1111 , ®® � 1 CRIPPLE & {2) KING STUDS. TYP UNO ON PLANS. \\\. \\ W 154 f m m 5501 ,� a IS S5000 i S500 �1 a �, S501 cam ®� o f 1 b Alik1 J1 J1 0 6. ALL 2X4 BEARING WALLS TO BE 2X4 DF#2 STUDS @ 16" O.C. UNO ON PLANS. ALL . T I S500 24" OC S500 1CO S500 24"OC S500 i r EXTERIOR WALLS TO BE 2X6 DF#2 STUDS @ 16" O.C. �-- Addirir I O_ ---- w i 550 III 1$ 500 .w ,l ' •RECON7. 2X SILL PLATES MAY BE USED AT WALLS OTHER THAN SHEAWALLS.'._ ailiiiimiimililiiiil B91 B10 B8 ® B8 110 ` B9 jj - � i---7, � 0 \ © B2 4 B10 � B10 - _.._-__._- B1D - • B10 62 ©- - - - P 2 �� T _ r�■.�J' 4 4. S S500 SIM I : I co - 25 ., m rn rn I' 0.) --`- , COM ® S500 Z �` J, S500 8 9 m m ; � 9 1 • 8 Ho 5500 °� B9 /18-N\ FLOOR FRAMING LEGEND DE 18 19 @24'OC 1, S500 S500 - ••�__ __- - 1@ EXPIRES 12-31-15 I _ S500 S500 J . S500 ! 10'-0" 4'-0" B9 B9 610 �r9 B10 11 B9 89 S500 O 12III € !! 4 0' 10' 0" 0 I I INDICATES SHEAR WALL. REF 104 FOR SHEAR WALL SCHEDULE,TYPICAL 4'-0" 10'-0" 10'-0' 4 0' 1 4'-0" 10'-0" t 10'-0" 4'-0"I, S500 t ' SHEAR WALL DETAILS AND HOLDOWN SCHEDULE. ONE HOLDOWN IS 11111 I p_ _ © J2 8 , 8 ` OG © J! B3 ALWAYS TO BE LOCATED AT EACH END OF EACH SHEAR WALL UNLESS 8 © IF --_-... .;I S500 @24' O t J2@ �9 „ S500 5500 24 OC 1 @2-� S500 .' 8 0 NOTED OTHERWISE. CONSULTANT: Oo 65 .� 89 C t 2 OC S501 J2@ IlB9 ,�-_ B9 ,I B9 ' 1311 ti. o lf) m n S500 /2= C 4 '---------1:-----1 ©24.;--a-------'''`C 1 OG 4 ' ,I CO 5500 `� //0,___, - @ 24E O 24" 23 - II U - ao INDICATES LOAD BEARING WALL UNO ON PLANS ALL EXTERIOR WALLS TO N t rn - S500 C 24"OC 2Q„ OC J1 @ 5500 rn ! `r 1 - O a 25 B1=2x6 DF#2 STUDS @ 16" OC. INTERIOR LOAD BEARING WALLS TO BE 9 Ank m ® m (� 4 �.-. m (-23;0:, ,/ S501 m ' ✓ 4 m m N AI 1 @ J1 @23 EITHER 2x6 DF#2 STUDS 16" OC OR 2x4 DF#2 16"OC. p S500 rn n ;' ,.. o • I S500 - 5500 5500 s - - . . . S5fl1 �' \„S_502! - J2 @ 24"OC i{I © m B5 • , B9 ;1 B9 '' ! B9 B9 7 B5 • m © 1# 4 OC BE 2x DF#2 J3 1 �--- B9 B9 fir__ ...._ I - ; 32 @ 2 €e •• INDICATES NON LOAD BEARING PARTITION WALL FRAMING TO B3 © I,-=_ S500 I. © / S500 ---.----33,!1 i 3 B3 STUDS @ 16" OC. UNO (SEE ARCH. DRAWINGS FOR WALL WIDTHS}. • @24"O li I © 3 I - 24" O y 25 5500 I C J IL., I J1 5500 1i S500 24" OG ! ' ^-J3 @ (S50,9) / 25� INDICATES SHEAR WALL TYPE, REF S104 • 5501 i' 224.. OC@24' , © © J G' �.. ' - I TYP • SIM I. II OC ' S500 S500 � ' J2 @ i TYP 1' t H ' 1 @ 5500 2 O i SIM �S50� INDICATES HOEDOWN TYPE, REF 5144 • , • ` I`___.. _. - ;® S500 --- 6:5..0.4 �...-._-.._.-___... _ __1' illli I 3�_.,-'-'1"--------'�1 3 r• 0 "'- \ -AD -- . --- ^---------------- --•� --- - - - - - --- - - - \ "' INDICATES BEAM TYP EF SCHEDULE S104 1- ! r+' '`r ;i i E R ED__._ _ ti 6 i' ! OG---- 1 rG �1 6 © © i! J1 1 I J2 ®; ' � � i r- �] 1 , J2 @ 31 @ 24' 0 5500 5500 i , @ 24„OC I @ 24„00 I I , /25� F I t O E L I H // INDICATES STEP IN ELEVATION. 25 S500 !' L I © S500 ; S500 3 ! k �_ '` S / ENGINEERS ?. 5501 S500 © 2�4" °G +4ibi '' i G J3 @ 24„ k 3 S500 S501 / TYP B3 { 5500 ° 33 @ 1_--. e 0 0 i S500 - S500 - © 1 t ® �s -i! S500 g3 TYP I — OC Portland: (503)624-7045 ____ , , J Bend:(541)383-1828 U SIM JZ @24 G iE I 1 r'y -II B9 B9 7 ` is � :I 2 @ 24„O SIM • I - INDICATES SPAN DIRECTION FLOOR SHEATING. Froelich-Engineers.corn O ry S500 i I B5 B9 11 B9 L B9 B9 B5 S500 I C 1------ Ail � m • ® iL-- I m m 1 I CI) J08#15 To84 S500 25 m @1 S500 5501 / m23`'L J1,@C 241@ n 23 m 1� 5501 S DO -- - CAD 5 0 = ® im O INDICATES KEYED NOTE, REF S104. `r' m SIM :� If 4 I 4„ OC 24' O OC J1 4 1 °' • O Ica CO ir, ��� 5501 2 @ 24" S501 itV SIM C� c9 , 8 `~ ; 0 `:-... ; S500 J1 @ OC S500 P1E - ; _.�' 9 -, m / 8 \ 00 N 'l 02B5 B9 G 4" 00 ( J2 „ t ,1 B9 `. B5 N� O , 2 22 @24 , 2s5oo , J2@2 J2@ $ 5501 $ oc@24„°c © 1 s�o� a I - JOIST SCHEDULE B3 4'-0” I 10' 0" S500 �i t 10'-0' 4' 0' S500 9 6502 4'-J" 10'-0" 5500 1D' 0" I 4' 0" B3 MIN SHEAR MIN EI X 106 MIN FLEXURAL 1s Milligan 1D' o" 4'-D" ® I Q Ir.� 5500 �® ® 4' D" 10' 0" ,I 18 MARK DEPTH CAPACITY (Ibs) CAPACITY (Ibs-int) CAPACITY (ft-Ibs) r B9 • B10 B10 B9 B9 1 @ c 7mil, ::. �-- - -I =- -- 3 g $ J yJ 1 11 875 1335 248 3100 1 S500 B9 2 ' OG a $ t -"....1.-0+0,,,••• 3 ! 6-,)24• B9 S500 S500• / 7 i' °i J 1 S500 1 S500 g �., ,, �, S500iAll AI ! J2 11.875 1485 318 3775 ! © SIM t 12 m 25 �- m m m m m 1 S50..0. B10 ■II _ `' ' _ ` I • �� ;! lS500 CI- \ - - _ S500 B2 _ - 110 - - r� _ - - - p 610 _ �� 110 . hh B2 i S500 _ _ .� _ J3 11.875 1485 406 4690 - B9 B10I 610 L9 �►' 1 ® � - -- � ! � 18 � � 69 `•�,�- 9 a I J4 11.$75 1625 547 6965 J1 @ 1 S50CAlk4E) 4E) Alk I 500 ( J1 @ IAlik 24"oc M �, 10 10 I 24" OC KEYED NOTES S500 m m 5500 S500 m m 5500 o PROJECT NUMBER: 215079 �_ 25 I 26 ® 1. S500 ! 5500 • ® � 25 L� B9 S501 S501 r B9 1 4x6 DF#2 POST UNDER END OF BEAM. ........._ ._-- B _ C ...-.____..-.._ . - - $ - - - - - - _ 3 4x10 DF#2 POST UNDER END OF BEAM. (y 0 \- \ - - - - - - B4 - - r - - - - - - - - - - ! B4 -)---2-5--\\ -\ Tigard Apartments ! ® 11 / 5�� - - I - 5 11 25 7 14'-0" SIMPSON CS16 COIL STRAP ON TOP OF FLOOR SHEATHING TO I-JOIST 1LK'G ak S501 S50011 \S501� © BETWEEN FLOOR JOIST& TO DBL TOP PL's AS SHOWN ON PLANS. S500 TYP �30 5300 S500 `� TYP S500 9 MST37 HORIZONTAL TIE SIDE OF TOP PL TO SIDE OF DBL I-JOIST/BEAM PER DETAIL r 135th and Scholls Ferry, I I I 1 ! OPP ! 5/S500 OR DETAIL 13/S500. ry, SIM 12 ALIGN JOIST W/WALL AS SHOWN ON DRAWINGS & EDGE NAIL FLOOR SHEATHING TO Tigard, OR JOIST FULL JOIST LENGTH. N 17 SIMPSON LSTA24 ON TOP OF FLOOR SHEATHING TO I-JOIST&TO TOP PLATES. SPLIT 2 BUILDING A5 - SECOND FLOOR FRAMING PLAN A k STRAP EQUALLY AT JOIST &TOP PLATE INTERSECTION. 18 SIMPSON HUC FACE MOUNT HANGER NAILED TO 4x6 IN WALL. S250 SCALE: 1/8" = 1-0" �D 15-T084 25 PT 2x10 HF#2 @ 24" OC 26 2x6DF#2@24' OC c •ii: 29 EMBED BEAM INTO WALL REF DETAIL 2015500. B lb D 0 0 0 30 ALIGN DRAG TRUSS W/WALL & DESIGN FOR 2000 LBS SHEAR. 31 ALIGN DRAG TRUSS W/WALL& DESIGN FOR 3000 LBS SHEAR. I I 179'-1 112 I I / 32 DESIGN TRUSS FOR 3000 LBS SHEAR. 14 48'-0" 8'-0" 33'-6 518" 33'-6 7/8" k 8'-O" 48'-0" 34 SIMPSON HTS20 TWIST STRAP TO TOP OF TOP PLATES & SIDE OF DRAG TRUSS. / / / / // / II I i 35 (2)2X4 DF#2 STUDS @ 16" OC IN INTERIOR BEARING WALL. HOLLAND I 36 USE 2X4 DF#2 STUDS @ 12" OC ON EACH SIDE OF PARTY WALL. PARTNER I 7 ! I 37 2X4 DF#2 STUDS @ 12" OC IN INTERIOR BEARING WALL. GROUP S400 17- (- 4 1 12 1 1111 Main St#500 Alk TYPICAL AT ALL TYP (1_2r_Ti 40S300 TYP � EXTERIOR PAD 5400 S300 S400 1 Vancouver, WA 98680 i d Q TYP P _ ` I Phone: 360.649.7888 `/ FOOTINGS UNO TYP D D 0 - \ - - - - © S400 © - - - Hi' . L 9:1- L- OPP _ 1-- \,S_40.91 ' _ �� S400 ©_ - - - - - - �J L� (-�� J 4" SLAB ON GRADE WI LTJ L. J L 10 L J m 1 #4 @ 24" OC EACH WAY L J ! 10 \ 1 FOUNDATION PLAN NOTES SHEET TITLE: ..`�� 4" EXT SOG S400 SIM 5400 r - - 1 ` 400 4" EXT 50G E-_, , ' REF ARCH D �■ r 1AI I lr I 2 1 r �� I /� 0 REF ARCH A. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. BUILDING 8 ir( 1 � LJ d d I �. ,A. LJ i-1 © r I 4 9 8 S400 I I S400 L 8 (914 4 IB. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE CONSTRUCTION 1 I + W AI 5�00� � I ® TYP© 4" EXT SOG, I I I i I 4" EXT SOG, © TYY' 1 '©► �540� I1� ! I I METHODS FOR THIS STRUCTURE, CONNECTIONS, DETAILS AND CONDITIONS NOT FOUNDATION &/�~\ L% 14� 5400 �� _ ! - ■ REF ARCH L_ JREF ARCH _____ I S400 �J SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE 5400 �E. ll-,.. ______=„___:........;,,..;:., -- g g , �,. —� J 400 I 1 - - ASSUMED ONE AND THE SAME IF QUESTIONS REGARDING THE APPLICATION OF FLOOR FRAMING 0 \ I� 4pp� I -1 r 1 1 l 0 1- 1 T i -I I- I S400 1 DETAILS ARE ENCOUNTERED NOTIFY THE ARCHITECT FOR CLARIFICATION IN A SLS 1 ' 1 g ! L�.J I — —j-- - -� \409 4 { S400 �- °J g 1 I TIMELY MANNER PRIOR TO BID OPENING. PLANS L , , 9 *,L J L J ---. 9L 1 __ - <. --... 1 9 A I 1 .■ -_ - I 1I A , 9 r C. ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN W/A STUD OR POST OF THE 1 nI I I 1 I I 1 I I1 `�` SAME SIZE (MINIMUM) IN LOWER WALLS TO FOUNDATION. B S40,91 I Q 6 I L` - - - J 4 I 6 B , I .�i - - - - - B D. SLAB CONTROL JOINTS TO BE PLACED AT 12'-0" OC MAX, BOTH DIRECTIONS, REF 44 m I 4 I , g r 16 9 4" SLAB ON GRADE W/ I 4 1 4 I 4 6154D . �, ' .. S400 I L S400 #4 @ 24 O EACH WAY, J I S400 :1 • 1 Co 12 : I I �� ® FOUNDATION LEGEND "' S400 L.- _— -- ,r I _� I ® ® 4 4 ® I I /��- --- -�J 1 S400 °c S400 S400 - �o TYP 8 - \ ` - __,_ I I S400 I S400 I - ��- — — / - I 8 TYP I I INDICATES SHEAR WALL. REF 104 FOR SHEAR WALL SCHEDULE, TYPICAL `y S400 37 ® L __ r `�-- I - — — ® 37 u 5400 SHEAR WALL DETAILS AND HOLDOWN SCHEDULE. ONE HOLDOWN IS , - - - - M.... O:--�- r------, - v I— - ,- .. c-� .......... 4 4 % i i ALWAYS TO BE LOCATED AT EACH END OF EACH SHEAR WALL UNLESS L. , S400 L s I ' I I -L J <, , S400 I 1- i I ;; I , I J NOTED OTHERWISE. 1 L :1 1 r i -----,.1 i;, I ' L - - ` - - J I I i �__� I !I ! _ `' _ I �mm_ , 4" SLAB ON GRADE WI I 11 i 1 i - - - I ;1 #4 @ 24" OC EACH WAY, i I INDICATES LOAD BEARING WALL UNO ON PLANS ALL EXTERIOR WALLS TO I - A , r- - -. i A rl 1 I 1L a s i �i __. ,f BE 2x6 DF#1 STUDS 16" OC ALL INTERIOR LOAD BEARING WALLS TO BE 3 i I 6 I i 1, : ] 1i 3 I 6 J i; .i TYP I @ B B 1 1 I; '1 1 B 2x6 DF#2 STUDS @ 16" OC OR 2x4 DF#2 STUDS @ 16" OC (UNLESS NOTED S40D S400 I it • S400 I; i Li 6 OTHERWISE). 0 4 6 , L ---------- = INDICATES NON LOAD BEARING PARTITION WALL, FRAMING TO BE 2x DF#2 E.0 ALL PERIMETER' TYP AT ALL INTERIOR, i I €� F- I ~� w TYP AT ALL INTERIOR i ALL PERIMETER STUDS @ 16" OC, UNO (SEE ARCH. DRAWINGS FOR WALL WIDTHS). 1 i WALL FOOTINGS UNO;,, 8 A 1# J t a I 'I E, A © I • I o L WALL FOOTINGS UNO'= 8 3 A . 1 WALL FOOTING UNO WALL FOOTING UNO, _ ,€ 1, Ii E ' y- I 1 .. v r 0 < i I II v S400 : I 1 1 it d s 1 S400 v INDICATES SHEAR WALL TYPE, REF S104 BLDG 1 I L -- - - " I c__�i ` INDICATES HOEDOWN TYPE, REF 5104 i 4"SLAB ON GRADE Wl p N I ® i - - �" R LJ 1 -__.-_ _ #4 @ 24" OC EACH WAY, ¢ w 7 S4o0 •3 I €. 1 5400 ''� I 1 • E. EI I Z w __ ,1 r - - -- � I m I TYPE A5 5 m J TYP i' I I`� '' J I 1 EL a 1 L6-1 - INDICATES FOOTING TYPE, REF SCHEDULE THIS SHEET. 1 8 37 TYP AT ALL / �.., i Ell [I I". 11 I TYP AT ALL 37 in - - INTERIOR / - - Z Ill �- v 4 Z J - - \ INTERIOR 8 5400 -- J / I I \ \-- - - S400 / INDICATES STEP IN ELEVATION. DRAWN BY: N. rp iPAD € �: 35 / 4 -- / I S400 S400 I \_ - - 4 PAD /// FOOTINGS I. I ,� 4" SLAB ON GRADE W/ I 16 ti CJ 1 '�`J FOOTINGS rn DATE ISSUED: 12/11/15 C-2-" LUNO -� 4 5400 €I S40D 4 • UNO >L J12 O INDICATES KEYED NOTE, REI 5104. oB �� I , I 3 1 #4 @ 24" OC EACH WAY, g S4Do 9 I I li -, I I I 4 B0� 4 1/ 4 ® S40D I B I ,�, Tr ' L - - U TYP iii I I 11 S400 ® 4 4 S400 TYP L 1 `540n J S400 � I t 4 A I , I _.I. ii I , I 'Ili q 4 I gIT 5400 400 L . -�- TYP FOOTING SCHEDULE o J I I 6 i I 9 1 , ,_ I �40� 9 1 6 i , L • a I 1 1 9 E I ��� J / 8 C r 7 r 1 /8 L J 4_ , 1 1 MARK SIZE REINFORCING NOTES ' 1 J �,,,�1i5 L J 4 L J L J - 'I L 'E- I 1 1 1 1'-6"WIDE x 24" DEEP (MIN)x CONT (2)#5 CONT I >/14 r r -----�- 5400 1 r S400 - .:: I - 2 4 -- \ - - - I - - - ..� - 4" EXT SOC, - ... _„! .. .. �_�. _ T - - 14 S400 - _ _ 2 1'-D"WIDE x 10" DEEP x CONT (2)#4 CONT - m PE 5400 8 I i...- ■ 4"EXT SOC, REF ARCH mm I 8 S400 `r a 4 I REF ARCH I I 1 I�' II - I 4 L - -9 S400 I I S400Adik I- _I • I 1 9 9 a • f [L 5400 I L S400 9- - J 4 3 2'-0' x2'-0"x 11" DEEP (3)#4 EACH WAY - 4" EXT SOG I © ■ L J1 S400 L J h \� 4" EXT SOG 4 2'-6" x 2'-6"x 10" DEEP (3)#4 EACH WAY ro o .-_ REF ARCH 1© TYP I TY' I r 10 ` REF ARCH I�1 S400 r--1 r r°� f_. \S� a ,I5 3'-0"x 3'-0" x 10" DEEP (4)#4 EACH WAY0 _0 �� _ Q 1 J _ _ �� L J _ _ _ - - - - illL J L - - L 71 - r 1� _ 1 _ - - - - 6 3'-6" x 3'-6" x 12" DEEP (5)#4 EACH WAY \ - - - - 1 L I © © I TYPICAL AT ALL © eI 1'-4"WIDE x 12" DEEP THICKENED 7 (2)#5 CONT w 5 7 4 EXTERIOR PAD (---7-4") 4 ® 5400 SLAB x CONT S400 S300 7 FOOTINGS UNO 7 300 TYP S400 8 1'-6"WIDE x 12" DEEP THICKENED (3)#5 CONT OPP 5400 TYP I 1 I �400TYP OPP TYP I SLAB x CONT SIM 9 3'-0"WIDE x 2'-0" DEEP x CONT (4)#5 AT TOP &BOT - n 1 N 10 1'-4"WIDE x 24"DEEP (MIN) x CONT (2)#5 CONT - n / SHEET: S250 E / 1 1 BUILDING A5 - FOUNDATION PLAN A LRS Archrtects,Inc. w 2015 S250 15-T N SCALE:084 118" = 1'-0" ID 0 a A B CO D CO fil O L.,.. ns ROOF FRAMING PLAN NOTES I 179-1 112 / 1 I I ,✓ 1. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. / 48'-0" ,i, 8'-0" / 33'-1114" / 34'-01/4" / 8'-O" 48'-0" / 2. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE CONSTRUCTION METHODS FOR THIS STRUCTURE, CONNECTIONS, DETAILS AND CONDITIONS NOT ARCHITECTS I I I I I I I SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF 720 NW Davis 503.221.1121 ® ® DETAILS ARE ENCOUNTERED NOTIFY THE ARCHITECT FOR CLARIFICATION IN A Suite 300 503 221.2077 .- Allik 24 S600 S600 m I 4 a TIMELY MANNER PRIOR TO BID OPENING. Portland OR 97209 www.lrsarchitects.corn 1 4 11 3. REFERENCE 5/S104 FOR TOP PLATE SPLICE DETAIL. A S600 A S600 S501 SIM SIMS501 � S600 A S600 A 4. TRUSS MANUFACTUTER TO REVIEW ALL DETAILS & PLANS TO ACCOUNT FOR 1 v v S600 i- i S600 v v I SPECIFIC CONDITIONS. c:c[�� C T U� 411 \- - - _ - - a f I - -Ami - - - - - - '� a _ _ _ _ _ 5. ALL POSTS &MULTIPLE STUD SUPPORTS IN UPPER WALLS SHALL ALIGN WI A POST BRED PROFS Z. �i SUPPORT OF SAME SIZE IN LOWER WALL. TYPICAL UNLESS 1 OR MULTIPLE STUD • ! 1 S600 It TYP TYP ! iiJIIiS600 B7 ,....., ,,----„,,,-----4,--N„ 1 r _ = _-_ B7 I 2X i I Ai !, _ A * _ :..=_.:._ ._ I NOTEDOTHERWISECtiS t I 8p� ! 4 10 (io 4 15r2o 11 B9 € A #i S600 / \ S600 t C iId& !i1;I. B9 6. SUPPORT ALL GIRDER TRUSSES W1 MIN (2)2X6 STUDS OR (4)2X4 STUDS AT EACH P/ I 1 I A _@ 24,. A A A A A O i A I \--1;._ o I 48 I' ! I OC I S600 S600 S6D0 5600 S600 I I' @2 �p� Q` I 4$ I 5600 FLOOR TO FOUNDATION TYPICAL UNLESS NOTED OTHERWISE. ___- 1 v I - v v v �... v t lir " __ S600I S602 i t 69 =-= I = -_---' ==_ 1 `I I _..._. .. r B9 I I S602 I 7. PROVIDE 4X8 DF#1 HEADER AT ALL WINDOW& DOOR OPENINGS W/(1)CRIPPLE & (1) li �.. • h. - - -I- J' ! MEI - I KING ON EACH END OF HEADER, TYP UNO ON PLANS. SEE DETAIL 415102 FORlin fREG N ,� l 20 ��- - t I �= �I ` 13� 441, - - - - I� �� �' -�� �- "�� �' _ �I20 TYPICAL HEADER GONSTRUCTfON. FOR OPENINGS LARGER THAN 8' 0" PROVIDE (2} y �2 - - - - ssoo i, `► ' Ark_yo‘. ...- .__ - ---, I r _ li - - - r- _� ., J; �I ,_w B9 '� '�'►i♦ ® i, - s6aa - - - - - z J • Or > -- B9 1 410-41‘ 1 B7 B7 I B9 B7y •+ `�♦�`� ��� I CRIPPLE & (2) KING STUDS. TYP UNO ON PLANS ...,_4,, 'r® I �♦♦i♦•.♦ p Im I I I l p i ��,� ♦♦♦.w ,,��.♦.�...^. - RZ DEAD H. _A N. ► S601 **111, ♦♦ ' 10 el 1 46 - - - - - _ r - 46 IND Irr- 10 I a�♦�4 1 S601om EX - 15 1 . �+♦�,�♦ ♦ TYP s9 139 B9 B9 i B9 B9 TYP i1 19 ♦i♦i♦♦♦♦` , ' ROOF FRAMING LEGEND EXPIRES 12 31- B9 ��♦� S600 S602 l• ! S602 5600 ssoo r; 5600 ��♦♦ ►♦` 69 A 1 , .� ♦♦�I1 ♦♦♦♦♦♦♦ S600 S600 ICklar, v , I ♦♦��'.♦♦ __-. 3Q A0 ® 0v A 30 N. re♦�• 1 { v INDICATES SHEAR WALL BELOW. REF 104 FOR SHEAR WALL SCHEDULE, vA/ 1 J. / ♦� ---�I- �` { 5601 S601 ! ! `i[-- • sZ 1TYPICALSH1=ARWALLDETAILSANDHOEDOWNSCHEDULE. ONECONSULTANT: 20 3 1 • 11 1 , v vi! 11 I 20 26 �� 1 { - 1i 1. . � 'lam 26 t HOEDOWN IS ALWAYS TO BE LOCATED AT EACH END OF EACH SHEAR �, • 1 cit_-.�...__ ___=. i 1 I r- _w-.- __ \ { co S600 / 5601 " I : 24" OG ' m 0 I 5601 \ S600 WALL UNLESS NOTED OTHERWISE. 4„ pC' I t rn SES @ r S600 �4 I TRUS 1 �, m / GIRDEF m @2 T-� I m IR.s q SE5 @ m I: i L_ SEg O IRDER m ___ _ TRUSS 5 1:07-_-_.; ; , - CRUS - - @ 24" T'USS E--- -] INDICATES LOAD BEARING WALL BELOW UNO ON PLANS ALL EXTERIOR ` . t_ -ir " v `� LL 13 ,�- C BE 2x6 DF#1 STUDS @ 16" OC ALL INTERIOR LOAD BEARING ---- I; it li I, 1. 1 I I -- FP WALLS TO ' r II R_______...1' I- WALLS TO BE 2x6 DF#2 STUDS @ 16" DC OR 2x4 DF#2 @ 16" OC UNO ON 4 w ! -- =-� ft II Li 11 ----t! IY', I, PIMW 1I I s, • -� u 1 I i -- ; LLI C PLANS. t0"1.51XLLI I TYP rt�_ A ! r A __I t TYP i!' III ® 8II, c� 8 } ! I I8 �, 1 8 m I 0 t INDIGATES NON-LOAD BEARING PARTITION WALL BELOW, FRAMING TO BE zrI ! i 6 I ' A I ! I A I 6 { QII _ S600 v S600 I ! 1 S600 S800 { 2x DF#2 STUDS 16" OC, UNO SEE ARCH. DRAWINGS FOR WALL WIDTHS i i _____ -- ! S600 I t ,Ir fly r 1 IRDER I S6a0 5801 i F A INDICATES SHEAR WALL TYPE REF S104 ) S601 I I GIRDS' ! I = v I � _ I_ :_. _ TRLf55. _+ ' �FRAG.LRIJSS-- DRAG-TRUSS TRUSS 1 _ e - - ---© _ INDICATES HOEDOWN TYP EF S104 t :I !I ' 1 © 11 i .�,. r i1 aIAck � 1 1i 1 �` !, 1� � ,� E R2A i 1 t L q 1 :1 A I ; 1 ! ir6 ! G 5600 I t! 1 { !. 1 S601 '1 I I I i I p NN • 5600 C ELI H I` S601 ! 1F J N 1 S601 1 v [-� �- `{ I! v +I $600 « ! v -�.. 1 I v S601 1 m BX INDICATES BEAM TYPE, REF SCHEDULE S104. ENGINEERS ?: Ir Ir- 1 1 i ! -1I it O 1 I L- 11 I`: 11 _� m I1 1! ' !1 O �' ' Portland:(503)624 7005 ,_� I (,---,024 OC ___ r I;' F I `1! ____ ` T1?USS I Bend:(541)3$3 1828 SES TYP �; --�1 I I•I II S602 f S600 I! ES @ 24` pC 1 - T ///� INDICATES STEP IN ELEVATION. Froelich-Engineers.com _- •_ . f ilp,III S ! 5600 S602 1 �° !1 I I! I"-� 3 ' mill ! / 518"A'ORATED no, :.�� , ' ,i______,______.,/4 _ '� {> I : 1? !I 1 It II 1 ; r 14I t /// GIDE optI----- -- Z 1G TYP �,_-_ .: r.--.r J 84 d A I S @ -- 518"APA fPTED OB#15 70 ROOFS EATHING ' ` - r SES ,"G RDER '' ROOF SHEATHING CAD-5 I m TRUSSAhh, „ I. 6 j m v -r.RU m I1 6 ,1 ��. i, TRUSS m INDICATES SPAN DIRECTION ROOF SHEATING. T 20 , 0 26 �`� t-1't S600 J''1 C r� S600 .1- c-.// ___ 26 20 I f If _ It _J Z1�' D I L- it I.. �_ __ _< I5601 J 5600`\I 5600 1 daq 5601 '� ! ! 13 A S @ A I INDICATES`� rIE ��Q► - 1 I I, q v 1 SSE ® ® 1 `� ♦ L KEYED NOTE, REF 5104. A } ����__�� 30v 30 �R tvv 130 '_ -� _ A J .aii � � E ' S801 { 4 , AA ♦ I ♦♦♦♦♦♦♦� ,', { 5601 { ♦♦` ,.♦♦�� ► ;�' lir ;a �I*-414, �♦.♦♦S' 19 10 9 ;1 46 ! 4s 9 1 D 19 ♦♦.♦ ,♦♦♦\` I _, t v �� ♦♦ � ♦♦♦� { ,I. TYP B9 B9 B9 B9 B9 B9 TYP ♦.♦®� ♦ [rn { ♦♦♦♦ INDICATES OVERFRAMING TO BE PROVIDED BY TRUSS MANUFACTURER. If&� � ♦♦♦ S600 { S6Q0 56oa 5600 ♦��' �A loin: t IL Mal 6. ' 1o,�•♦�♦�♦ i s6Do m• , sso J - _ -. _- _ __- _ _- _- _ _ sso2 s® ssoo ♦♦ ♦♦♦ ♦ ��� ��► ssol ♦♦ , Q , B7 t 1 I 1 r , I ♦ seal ♦, - N. 4, _ -- 169 1 I 69 y ��-•-- -- ♦ 1 1 KEYED NOTES (4) \ 20 I L __ I _ - 1 _ _ - L__ __ _ w ` - - - - - - - � ���• • . . �� B9 tii- �� • I- .......... ■ \ B9 W IIfM.�♦ _� 1.�. : 1 1 4x6 DF#2 POST UNDER END OF BEAM. S600 .#ate. !� �� �� i 1 l• � _,�. NA-.- S600 pr, 1 TRW'S 1� w. !I _ ___ _ , Ili__ 1� I T-USS II B9 �� J ' Il'Ap- B9 I x �I♦ I I1 1 3 4 10 DF#2 POST UNDER END OF BEAM I rA Q 5/8 APA RATED A 5/8'APA RATED A A ! 'U1 A 48AI 7 14'-0" SIMPSON CS16 GOIL STRAP ON TOP OF FLOOR SHEATHING TO I JOIST BLK'G a1 I B9 5602 !I 1 1 , A 2x8 DF#� 1 ROOF SHEATHING ROOF SHEATHING 1 pF# A II !' S60256oa v vOv O v vpv 2X I BETWEEN FLOOR JOIST &TO DBL TOP PL's AS SHOWN ON PLANS. PROJECT NUMBER: 215079 ---+� _ - __...._. -- 1 J ;v @24„0C S600 I 5600 S600 @2� O., v �1. --- B9 _ S600:__ _ - �- _.-_._._ _ 9 MST37 HORIZONTAL TIE SIDE OF TOP PL TO SIDE OF DBL I-JOIST/BEAM PER DETAIL - 5600 5600F3 IL 13/S500. 0 .\- \ _ , S600 - B7 - B7 00 - - - - 12 ALIGN JOIST W5/S500 OR /WALL AS SHOWN ON DRAWINGS & EDGE NAIL FLOOR SHEATHING TO Tigard Apartments I A TRUSSES A if f I I I I A TRUSSES Q I JOIST FULL JOIST LENGTH. , v @ 24"OC v 4 S600 S600 4 v @ 24"OC v 17 SIMPSON LSTA24 ON TOP OF FLOOR SHEATHING TO I-JOIST&TO TOP PLATES. SPLIT 24 ; m STRAP EQUALLY AT JOIST &TOP PLATE INTERSECTION. S600 S600 5501 I S600 S600 I 5501 5600 1S600 1 18 SIMPSON HUC FACE MOUNT HANGER NAILED TO 4x6 IN WALL. 35th and SChQIIS Ferry, SIMSIM 25 PT 2x10 HF#2 @ 24" OC Tigard, OR N 26 2x6 DF#2 @ 24" DC I. 2BUILDING A5 - ROOF FRAMING PLAN 4 k 29 EMBED BEAM INTO WALL REF DETAIL 20/5500. 251 SCALE: 1/8" = 1'-0" �D 30 ALIGN DRAG TRUSS W/WALL & DESIGN FOR 2000 LBS SHEAR. 15 T084 31 ALIGN DRAG TRUSS W/WALL& DESIGN FOR 3000 LBS SHEAR. 32 DESIGN TRUSS FOR 3000 LBS SHEAR. A BCO li 0 0 0 34 SIMPSON HT520 TWIST STRAP TO TOP OF TOP PLATES & SIDE OF DRAG TRUSS. 35 (2)2X4 DF#2 STUDS @ 16" OC IN INTERIOR BEARING WALL. 14 I 179-1 112 / I I I / 36 USE 2X4 DF#2 STUDS @ 12" OC ON EACH SIDE OF PARTY WALL. 48'-0" 8'-0" 33'-1 1/4" 34'-0 1/4" 8'-0" 48'-0" 37 2X4 DF#2 STUDS @ 12"OC IN INTERIOR BEARING WALL. / / / / / l / 1 I I ` 1 1 HOLLAND PARTNER I I I GROUP i I 2 125 AI 6� 16 FRAMING PLAN NOTES 1111 Main 5t#500 3500 5501 S300 S300 m 5501 1. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. Vancouver, WA 98660 B _ S500 / S500 I Phone: 360.649.7888 1 TYP S500 - - TYP v 2. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE CONSTRUCTION C:1) \_ \ _ v - _ B B4 - _ _ _ _ - _ _ _ _ - _ _ _ - _ _ C OPP _ B4 B _ _ _ _ _ _ _ METHODS FOR THIS STRUCTURE, CONNECTIONS, DETAILS AND CONDITIONS NOTESPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BB9 ® 1f 10 + 10 B ! I m ® �,,, B9I ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OFSHEET TITLE: m5501 �/liErr---,-,..pe 3 v S500 �. 5500 v! .v S501 �, elin DETAILS ARE ENCOUNTERED NOTIFY THE ARCHITECT FOR CLARIFICATION IN A ArkJ1 @ m m _ '. { IS M1 1 B ao m J1 @ a TIMELY MANNER PRIOR TO BID OPENING. BUILDING 8 0 r 1 5500 24" OC v 1 5500 0 _ S504 1- �. Ala 24" OC I v v 0 _.-,__- __ __ v -_ 1 v l S500 3. PROVIDE SIMPSON LSTA36 STRAP CENTERED ALL DOUBLE TOP PL BREAKS WI 13 I I _. ._ I .. el S501 M -. -.-r E __... c _ ~ ...__... 500 �I �....y O I @ ( ) ( ) W' 9 810 ® 88 ® I v B8 ® 610 ,� �� �� 16d SINKERS TO EACH SIDE OF DOUBLE TOP PL BREAK 26 TOTAL NAILS. TYPICAL FLOOR & ROOF BID - - - - - , - __ - __ ! 1` lid UNO. © - \ - - - - B2 - . ��. ---- - BID = ,. BID - B2 - ©- - - - - ak 1 B10 ,. _ II 4 ® ® �� ® ® I - , 1' r 4 I �� NOTE: 4. ALL POSTS & MULTIPLE STUD SUPPORTS IN UPPER WALES SHALL SLIGN W;A POST FRAMING PLANS 18 S500 SIM S500 m - m °' °' m m r SIM S500 18 INDICATES SHEAR WALLS FROM OR MULTIPLE STUD SUPPORT OF SAME SIZE IN LOWER WALL. TYPICAL UNLESS TYP S500 89 J' @24.,DC JI 8 9 E I m �..1�, 06 1 �� ki }...... � ' 8 © S5D0 24' OG B9 \ S50� 2ND FLOOR TO 3RD FLOOR. NOTED OTHERWISE. a �T�_ . - - S500 S500 J1 G°� \ HOEDOWNS CALLED OUT ON A 7 _ 5500 S500 E - _ r A 5. PROVIDE 4X10 DF#1 HEADER @ ALL WINDOW & DOOR OPENINGS W/(1) CRIPPLE & (1) THIS SHEET TIE 2ND FLOOR v ,J - 10'-0" 4'-D" ® q� � 10'-0" 4'O9 B9 B10 9 1610 B9 � � �A 1 � 4'-0" 10-0" � � v WALLS TO 1ST FLOOR WALL, TYP KING ON EACH END OF HEADER, TYP UNO ON PLANS. 5EE DETAIL 41S102 FOR 4'-0" 10'-0' �J J2 r 500 4-J 10-D „ Off, 10'-0" I 4'-0" E TYPICAL HEADER CONSTRUCTION. FOR OPENINGS LARGER THAN 8'-0" PROVIDE (2) B3 O © @24 OC A JZ 8 0 ' 8 DC v A J2 q�24 © I B3 CRIPPLE & (2) KING STUDS. TYP UNO ON PLANS. 8r. S500 @ 19.2,OC5500 v22 5500 32.@A9'2 S500 -_ i Q I 8 E co B5 B9 v v B2 1j B9 ', B5 6. ALL 2X4 BEARING WALLS TO BE 2X4 DF#2 STUDS @ 16" 0.C- UNO ON PLANS. ALL 5500 col- - o9 7� ��. 4 23 ---------.---1---_1@ 24`'OC S501 J� @ ak„L;24„ OC 4 1 ,- . _,, m S500 �E EXTERIOR WALLS TO BE 2X6 DF#2 STUDS @ 16" O.C. a� J rn S5fl0 24"O S500 1 0, g(-) w 7.N m ® m � -- E ! m 5501 J 3A @ S501 m ! �, 4 ' m ® m14111k 2X SILL PLATES MAY BE USED AT WALLS OTHER THAN SHEAWAELS. I?. ® DG 5500 S501 ;\� i n _ q 24° ! i rn i` S500 5® S500 S500 S50D r® J2@ 24"pC © m BS B9 B9 69 7 B9B9 B9 B5 ao 2 @ 24" OG B3 3 © J3 E __ __ s500 .-:'-ark-'" 1 . , Q ' 00 J E B3 FLOOR FRAMING LEGEND 125 S500 C 24, OC J1 �1 7 © C 17 =-'; 33 @24 S500 !3 J2 @ 24,r O S500 I! r S500 I J@ 24D J C ! I I INDICATES SHEAR WALL. REF 104 FOR SHEAR WALL SCHEDULE, TYPICAL \50/ A 7 SIM 11 24„O '> m C I, 3 ! 24" D ! SIM A S501TYP 1' C5500 5500 0 • I' ! • J2 @ 1, 1 TYP SHEAR WALL DETAILS AND HOEDOWN SCHEDULE. ONE HOEDOWN IS IV j !E__. _-.' - ® _ __.___-_.____ _ - -----_ 1, . 1 I 1 S500 \ Ii v ALWAYS TO BE LOCATED AT EACH END OF EACH SHEAR WALL UNLESS © - .... --•--- _ --- - - -- 3 - - ED .�......� ___________________--_--------- - - - - - NOTED OTHERWISE. ,:j ,� 1; ® _ E A ;; 3 3 I A ® ' ^ Alk6 q '' 2Q' DC „ pC 6 6 J1 J2 @ 2 q 6 I INDICATES LOAD BEARING WALL UNO ON PLANS ALL EXTERIOR WALLS TO 25 J2 v 24 S500 5500 © @ 24,.O A v 4 OC I 7 25 S500 . �I S500 v E A )1 @ © 1, C J3 S500 ?I BE 2x6 DF#2 STUDS @ 16" OC. INTERIOR LOAD BEARING WALLS TO BE BLDG 501 S50a ' © 24„ OC 17 1 v 550 A A S500 v ® ' T: @ z4„ 3 5500 S501 EITHER 2x6 DF#2 STUDS @ 16 OC OR 2x4 DF#2 @ 16 OC. TYP B3 j S500 J3 @Ali Af 0 S500 v - v S500 - 0 )L i i 4 OC 500 E B3 TYP 1 Ci 24" 00 II m B9 B9 ; BI J2 @ 24 �. INDICATES NON LOAD BEARING PARTITION WALL, FRAMING TO BE 2x DF#2 TYPE A5 o SIM J2 @ r1 S500 Q' B5 B9 B9 E t B9 I B9 I 5 m 5500 is ' OC SIM E STUDS16" OC --... .. N. -_ 4 �-----=./ ,„.... ry ^ _ - 1@ : J1 _ _ _ �_-a 4 m jeak IIIIk �/�.+�) @ , UNO (SEE ARCH. DRAWINGS FOR WALL WIDTHS). TzoS500 m ® `1 @ S500 S501 r\` E m 4 (23 -1' pC ��„ pG 24, O@C J� ® 4 m � � 5501 5500 o k m 5500 INDICATES SHEAR WALL TYPE, REF 5104 iiiiiniiiiiiii Co ! .-1-.) SIM os \\� t �a l 5501 j:15.3°____,.. @ 24`pC S501 �� ��' �p LJSIM a C� ! e INDICATES HOEDOWN TYPE, REF S104 DRAWN BY: 8 m - S500I 22 J S500 1 ! 9 coif- 8 B5 B9 �a, G A O v S501 8 z OC B9 B5 �E I © o E 0 J2@1g 2„ S500 J�@ # 10' 0„ 4'_ " 4' 0" @ 10' 4" ` v r J2 I © ti r 5500 -.. BX INDICATES BEAM TYPE, REF SCHEDULE S104. S500 2" DATE ISSUED: 12/11/15 B3 4'-0" 10'-0" v A 0 S500 9 S500 A @ 4"OC 3500 10'-0" I 4'-a" B3 J 7 1 A lO 10' 0" I 4'-0" ® v B9 B9 ( B10 S500 B10 ! B9 :• ay 4 �„ I 10' 0" EagllnMtlhk E A //40' v AIM =MIt v //// INDICATES STEP IN ELEVATION. °a 18 s 9 1 @ 2lip ill 8 MitI @ 24" 18 ` 500 S500 - INDICATES SPAN DIRECTION FLOOR SHEATING 411 R_ r� 1 5500 S500 0 1 4 OC 16 S500 © SIM m m m ilk °° , m 25 mIlkSIM 2 4 - \ -- - - S500 - 82 S50J F B10 Prri B10 - ^ , OM �r -. B10 �� $� i 500 B2 5500 _ - 550PI1 112"GYPCRETE ^r.-.- 139 ( B10 , B8 0 or B8 0 r 510 , ,-- { �� � �.�. ��� O INDICATES KEYED NOTE, REF S104. OVER 314"APA I I I 1 k ' �= =----- 1 _ - __ -___ _.___ _ i� i- 1 112" GYPCRETE OE RATED a I J1 @ 0 S500 AilkBA:k Ank1 _ 500 B Ells O I J1 OC I Alk OVER 3/4"APA H o 24" OC I / , v 1 112"GYPCRETE 1 112"GYPCRETE v , 1 S500 �"' °' " , 50D 550 "' " S500 o SHEATHINGL m m ip OVER 314"APA 10 v 10 OVER 314"APA ,!� - -- I v inc.' m SHEATHING ® 1 I ® _ _,__. .. m B RATED I RATED .Li' ;� AI e) • a B9 ' ; I SHEATHING S500 S500 SHEATHING iv B B9 I - JOIST SCHEDULE P ,. S501 v v S501 �. -...... .....-_. . © N- N343 5 - Q Al/ B4 - I - - B4 N/ B lir MARK DEPTH MIN SHEAR MIN El X 106 MIN FLEXURAL _ 2 AI 6 6 m 25 2 CAPACITY (Ibs) CAPACITY (lbs-int) CAPACITY (ft-lbs) ir) S500 ® S500 5� g00 S\ g00' 5500 S501 5500 J1 11.875 1335 248 3100 5 S501 OPP I I I I I OPP TYP d TYP SIM J2 11.875 1485 318 3775 F J3 11.875 1485 406 4690S251 U a J4 11.875 1625 547 6965 SHEET: q 1 BUILDING A5 - THIRD FLOOR FRAMING PLAN A k LRS Architects,Inc.© cc 2015 S251 S5 AALLE: 1/8" = 1'-0" miD 0 a 4 FOUNDATION PLAN NOTES LfilliwS A. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. B. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE CONSTRUCTION METHODS FOR THIS STRUCTURE, CONNECTIONS, DETAILS AND CONDITIONS NOT ARCHITECTS SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE 720 NW Davis 503.221.1121 1? ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF DETAILS ARE ENCOUNTERED NOTIFY THE ARCHITECT FOR CLARIFICATION IN A Suite 300 503 221.2077 .` TIMELY MANNER PRIOR TO BID OPENING. TYP TYP Portland OR 97209 www.Irsarchitects.com C. ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN WI A STUD OR POST OF THE A 17-...\\ A ri-i' + SAME SIZE (MINIMUM) IN LOWER WALLS TO FOUNDATION. 5400 S400 D. SLAB CONTROL JOINTS TO BE PLACED AT 12'-0" OC MAX, BOTH DIRECTIONS, REF C T U 2 - 2 \ 6/S400. S�R RSL D RO r— 7,..__ ti FRSs, r• jw ,i i CSG l NE r r0• FOUNDATION LEGEND O O 154�;!� ' j 2 2 ! 1 t 2 I I INDICATES SHEAR WALL. REF 104 FOR SHEAR WALL SCHEDULE,TYPICAL �� t i 1 SHEAR WALL DETAILS AND HOLDOWN SCHEDULE. ONE HOLDOWN IS I 4"SLAB I • 4" SLAB lIPTP.- 2 OREGON '� t ALWAYS TO BE LOCATED AT EACH END OF EACH SHEAR WALL UNLESS "� A ON GRADE W/ I A A I ON GRADE W/ r A 'Y os°� #4 @ 24" OC s ! #4 24" OCE @ NOTED OTHERWISE. <Y 25 vI v vv EACH WAY ] EACH WAY C TYP j TYP E INDICATES LOAD BEARING WALL UNO ON PLANS ALL EXTERIOR WALLS TO 2 DEA 1 11 17 BE 2x6 DF#1 STUDS @ 16" OC ALL INTERIOR LOAD BEARING WALLS TO BE i5400 17 g i i1 ' 5400 2x6 DF#2 STUDS @ 16" OC OR 2x4 DF#2 STUDS @ 16" OC (UNLESS NOTED EXPIRES 12-31-15 C1--7 400 I TYP S400 I ! TYP OTHERWISE). 411. ,� A _ - - I - - _ A E __ INDICATES NON-LOAD BEARING PARTITION WALL, FRAMING TO BE 2x DF#2 Ez1 _ Tr C �� _ ._] 1 j L _ __- STUDS @ 16" OC, LINO (SEE ARCH. DRAWINGS FOR WALL WIDTHS). CONSULTANT: 7 f 7 1 7 � 7 7 7 7 7 7 7 7 INDICATES SHEAR WALL TYPE, REF S104 I 17 \ 17� 0 TYP 1'-0" „ ,--,1'-0” 1' 0" Typ 1' 0" 1'-0" y-.1'-0" INDICATES HOLDOWN TYPE, REF S104 \409) TYP 'TYP .z. S400 TYP 'F'TYP ' - INDICATES FOOTING TYPE, REF SCHEDULE THIS SHEET. TYP TYP ''' //A INDICATES STEP IN ELEVATION. T A (-17-. 17 A i�l //// ?� 2 - \S.409.1\S.409.15400 2 - 8 t0_2 1 • . ... ... .. .. ... ... .. .. ... ... .. .. ... ... .. .. ... ... . OINDICATES KEYED NOTE REF 51 4 w . w ' 1 F - 8" CMU W/#5 @ 16" OC VERTS & (2)#4 HORIZ @ 48" OC (TYP) I I a (5 \ ' F'm=1500 PSI FROELICH 2 ( 2 2 I • \,,S.405/ ENG !ENGINEERS i FOOTING SCHEDULE Portland: (503)624-7005 4" SLAB Bend: (541)383-1828 4" SLAB I 4" SLAB I A ON GRADE WI i ; A A ON GRADE W/ I A 8 ONWGRADEW/ - 8 MARK SIZE REINFORCING NOTES Froelich-Engineers.com - #4 @ 24" OC i j - - #4 @ 24" OC I I - @ 1 1'-6"WIDE x 24"DEEP (MIN)x CONT (2)#5 CONT - JOB#15-T084 TYP I EACH WAY TYP EACH WAY EACH WAY CAD-5 17 • I I TYP 17 I I '' TYP I } (11 400 2 1'-0"WIDE x10" DEEP x CONT (2)#4 CONT - • ' I I ! 17 i . S400 ! I ' S400 '� I 17 I - I 5400 I 3 2' 0"x 2'-0"x 11" DEEP (3)#4 EACH WAY I S400 I • I I 71_ —J 4 2'-6" x 2'-6" x 10" DEEP (3)#4 EACH WAY - -rL 7 r _---3 -��^��i' I _'_'] `�_''1 CSI CL: CII j.- L '� - �W �� � �`'� !— J 5 3' 0" x3' 0"x14" DEEP (4)#4EACHWAY 7 7 7 7111 7 7 7 7 7 III I 8 6 3'-6"x 3'-6" x 12" DEEP (5)#4 EACH WAY - T 17 ` 7-7-11 TYP 1'-0" 1'-0" a 1'-0" I 17 S�0/ TYP' 'TYP ,\400 TYP TYP' '"TYP 1 0 , 5400 7 1'-4"WIDE x 12" DEEP THICKENED (2)#5 CONT SLAB x CONT 8 1'-6"WIDE x 12" DEEP THICKENED (3)#5 CONT - SLAB x CONT 9 3'-0"WIDE x 2'-O" DEEP x CONT (4)#5 AT TOP & BOT - 10 1'-4"WIDE x 24" DEEP (MIN)x CONT (2)#5 CONT - - PROJECT NUMBER: 215079 Tigard Apartments 135th and Scholls Ferry, Tigard, OR / 1- GARAGE TYPE G1 FOUNDATION PLAN 2� GARAGE TYPE G2 FOUNDATION PLAN 3 GARAGE TYPE G3 FOUNDATION PLAN 4 GARAGE TYPE G4 FOUNDATION PLAN S260 SCALE: 118"= 1-0" S26n / SCALE: 1/8" = 1' 0" S260 SCALE: 118" = 1'-0" S26� SCALE: 118" = 1'-0" 15-T084 `�'/ 15-T084 15-T084 15-T084 ROOF FRAMING PLAN NOTES 14 1. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. 2. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE CONSTRUCTION METHODS FOR THIS STRUCTURE, CONNECTIONS, DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE HOLLAND ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF DETAILS ARE ENCOUNTERED NOTIFY THE ARCHITECT FOR CLARIFICATION IN A PARTNER TYP TYP TIMELY MANNER PRIOR TO BID OPENING. GROUP 1 a 3. REFERENCE 5/S104 FOR TOP PLATE SPLICE DETAIL. 4. TRUSS MANUFACTUTER TO REVIEW ALL DETAILS & PLANS TO ACCOUNT FOR 1111 Main St#500 60121 S600 SPECIFIC Vancouver, WA 98660 I - 5. ULIOP'E ALL A VV`A POST Phone: 360.649.7888 r ' _ - � ALL POSTS & M STUD SUPPORTS IN UPPER WALLS 5H ALIGN , OR MULTIPLE STUD SUPPORT OF SAME SIZE IN LOWER WALL. TYPICAL UNLESS TYP 'i / _ i w r Typ ' NOTED OTHERWISE.� SHEET TITLE:14 ? I :HI 6. SUPPORT ALL GIRDER TRUSSES W/MIN (2)2X6 STUDS OR (4)2X4 STUDS AT EACH 1 II ' • 1 S02 IFLOOR TO FOUNDATION TYPICAL UNLESS NOTED OTHERWISE. GARAGE S� I I I 7. PROVIDE 4X8 DF#1 HEADER AT ALL WINDOW& DOOR OPENINGS W/(1) CRIPPLE &(1) i vI ! w KING ON EACH END OF HEADER, TYP LINO ON PIANS. SEE DETAIL 4IS102 FORO cn yes oil O ��Ow � SEs c � TYPICAL HEADER CONSTRUCTION. FOROPENINGS LARGERTHAN 8' D" PROVIDE 2 FOLINDA TI N: 48 � : ❑ � - Rus . ❑ � c� � = ❑ ! - --- ! FUS ❑ ( )J b� a_ � � q^OG � , � J tr i TYPJ Fr � ��" � ��„�>✓ ........_ � � J ! TYP CRIPPLE & (2) KINGSTUDS. TYPLINOONPLANS. /�TYP I ��� O ~ @2 ~ ��� I 1 TYP �CSJ @ �� 1 AND ROOF l TYP• Stipp 1 5600 FRAMING PLANS 11I 60� ! S600 �'(1) II \ `\60J Typ \ m ROOF FRAMING LEGEND�I ww1� I 1 B11 Il - 611 611 B11 611 B11 811 I B11 B11 C---- INDICATES SHEAR WALL BELOW. REF 104 FOR SHEAR WALL SCHEDULE, TYPICAL SHEAR WALL DETAILS AND HOLDOWN SCHEDULE. ONE 1 1 1 HOLDOWN IS ALWAYS TO BE LOCATED AT EACH END OF EACH SHEAR 609.1 TYP 4 560 TYP WALL UNLESS NOTED OTHERWISE. 0 \\S...10, S104 C ] INDICATES LOAD BEARING WALL BELOW UNO ON PLANS ALL EXTERIOR TYP AT WALLS TO BE 2x6 DF#1 STUDS @ 16” OC ALL INTERIOR LOAD BEARING TYP HEADER TYP WALLS TO BE 2x6 DF#2 STUDS @ 16"OC OR 2x4 DF#2 @ 16" OC UNO ON 1 (-1 PLANS. S600 S6D0 E _ _ - - : INDICATES NON-LOAD BEARING PARTITION WALL BELOW, FRAMING TO BE 2x DF#2 STUDS16" O UNO (SEE ARCH. DRAWINGS FOR WALL WIDTHS). 1 \ w ! TYP I/117 I w i TYP ".I H] INDICATES SHEAR WALL TYPE, REF S104 7I ii i . . I i II i I I I \ INDICATES HOLDOWN TYPE, REF S104 I ! I II I I , 48� 1 1 1 I ; I ! W 11 I (4_9 6i 602 , BX INDICATES BEAM TYPE, REF SCHEDULE 5104. I O w cry ,i SSEs I ' cn CO O F CO 0 til i c,S :i c0 O n I 0 : ❑ ❑ . ---•. - .._.-_- . 'C v ,;--0C.,-- 4---- ❑ D (0 : 1 ❑ ccaN - 1 ❑ CO _ ] // INDICATES STEP IN ELEVATION Ng' C4 '0� a ; ,L.4 IX C7 611 24 i` i1 ��� TYP € �� @2� ��� 1 TYP ] /777 TYP I !i I `, ] '6100 (-3----\ TYP I TYP 1 I E 3 TYP y S600 ] V INDICATES SPAN DIRECTION ROOF SHEATING. / S600 I • 1 I ' 5600 .1 ] DRAWN BY: S600 i t ii i HII S600 ] I/ - a I I E ! I 5600 I _ H] O DATE ISSUED: 12!11115 a I1 ii ` H I� - ^- _ ! L I] INDICATES KEYED NOTE, REF S104. o )11_________..__ :L.____________.. ._,..___________ __..._.__ ___._.__6__ ___ _ �, ( B11 b B11 - - B11 - 611 -- B11 _ B11 ---__ 1 B11 ----. j 611 B11 " -- B11 ♦... INDICATES OVERFRAMING TO BE PROVIDED BY TRUSS MANUFACTURER. m / 1 \ \ a 4 \,..S.!!!„„:)/ TYP 4 ` 5600 TYP TE S104 S10_4)1 V TYP AT TYP AT m HEADER HEADER E o` . aJ E t m n Q 12 `c la F v m 0 F in 0 E.: a`) E m S260 a' \ SHEET: , 5 GARAGE TYPE G1 ROOF FRAMING PLAN 6 GARAGE TYPE G2 ROOF FRAMING PLAN 7 ` GARAGE TYPE G3 ROOF FRAMING PLAN 4 GARAGE TYPE G4 ROOF FRAMING PLAN LRS Architects,Inc.© E. cp SCALE: 118"= 1' 0" SCALE: 1/8" = 1-0" SCALE: 1/8" = 1-0" SCALE: 1/8" = 1-0" tote N S266 15 AL S260 15-T084 S266 15-T084 S266 15-T084 0 a V Limns ARCHITECTS 720 NW Davis 503.221.1121 I? Suite 300 503 221.2077 Portland OR 97209 www.Irsarchitects.corn S�g1iCTUR4l rCF'"VD PROF�S� c ti�G1NE��f' r�2 I '', 154. 7� OREGON 7 1 'C QRZ DEAD EXPIRES 12-31-15 EEIII B CONSULTANT: 94'-9" / / 56'-7" 38'-2" / / / . .. 1 A 1 i . - - - - - - - - - - - - - � A w_er4,, 154 � 12 r�+�Q 3 ENGIN EERSg Portland: (503)624-7005 LBend: (541)383-1828 12 Froe rc - ngineers.com EXTERIOR SLAB ON GRADE A JOB#15-S CAD-5 REF ARCH DRAWINGS \\S.400 g 1 \400 S400 12 � � 07 L� I- r - 7--1 — —1. 1 1 TYP I 3 3 (---7- 4"�- -} SLAB ON GRADE W/ 12 g� 400 �� #4 © 24"OC EACH WAY I �� 3 1 r _ r 5400 A 1 r o`1 L _ A L I1 3 r -I 1 1 �� - I A EXTERIOR SLAB ON GRADE PROJECT NUMBER: 215079 r 13 6 REF ARCH DRAWINGS Oct' © S4o0 1 II I • }�Q 540� Tigard Apartments 7 r. S400 TYP A j 135th and Scholls Ferry, r� � � r-137 X07 - 12 12 � � Tigard, OR L J J _1 3 (7-\\ 400 3 3 © [ 3 '710 /7-1--- 1 \ /7-8� A rn A A 4 4 soa soo v - © - - - - - - J - - - B rE -10 I- L © 3 _ 121 i i i o�� 12 ,,„,P\ FOUNDATION PLAN NOTES 14 I 14�Q05� +�o�Q • A. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. i I rJ I► B. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE CONSTRUCTION d -- --- II rr--� I-�--1 METHODS FOR THIS STRUCTURE, CONNECTIONS, DETAILS AND CONDITIONS NOT I 4"SLAB ON GRADE W/ ! 1 1 L — — L'®■ SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE HOLLAND #4 @ 24" OC EACH WAY . ...12 4 3 1 3 I ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF E 3 DETAILS ARE ENCOUNTERED NOTIFY THE ARCHITECT FOR CLARIFICATION IN A PARTNER I ii 1 5400 _..._..__. �___. TIMELY MANNER PRIOR TO BID OPENING. A 1 y C. ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN W/A STUD OR POST OF THE GROUP 13 vill S400 ! SAME SIZE (MINIMUM) IN LOWER WALLS TO FOUNDATION. 1111 Main St#500 I I • I D. SLAB CONTROL JOINTS TO BE PLACED AT 12'-0" OC MAX, BOTH DIRECTIONS, REF Vancouver, WA 98660 I ; 1 i ED6/5400. Phone: 360.649.7888 BlIllrlr ji L v Ala El ® ' 6 12 [ 3 J IL — 7S400 SHEET TITLE: S400 ?`� ----- --w -� ---------- 3 FOUNDATION LEGEND A A A COMMUNITY 5400 v 8 v v TYP ( I SHEAR WALL DETAILS AND HOLDOWN SCHEDULE.ICATES SHEAR WALL. REF 104 FOR SHEAR LONE HOLDOWN IS TYPICALL SCHEDULE, BUILDING S400 j i ., L 7 ALWAYS TO BE LOCATED AT EACH END OF EACH SHEAR WALL UNLESS L 1 12 3 S400 NOTED OTHERWISE. FOUNDA TION A J PLAN 71 r.._ iII• i INDICATES LOAD BEARING WALL UNO ON PLANS ALL EXTERIOR WALLS TO�- 2x6 DF#1 STUDS @ 16" OC ALL INTERIOR LOAD BEARING WALLS TO BE g . . . .. ......................... . .. . ... . . . .. .. . . . . . . ...... BE I152x6 DF#2 STUDS @ 16" OC OR 2x4 DF#2 STUDS @ 16"OC (UNLESS NOTED OOTHERWISE). S40� co + Q INDICATES NON-LOAD BEARING PARTITION WALL, FRAMING TO BE 2x DF#2 EXTERIOR SLAB ON GRADE 7 L I J I t� oSTUDS @ 16" OC, UNO (SEE ARCH. DRAWINGS FOR WALL WIDTHS). REF ARCH DRAWINGS'3 \ \ _ ___ 1 _3=L.. I 1INDICATESSHEARWALLTYPE, REFS104 AIL v - INDICATES HOLDOWN TYPE, REF S104 E© ,400 - INDICATES FOOTING TYPE, REF SCHEDULE THIS SHEET. ///1_ INDICATES STEP IN ELEVATION. /777 O INDICATES KEYED NOTE, REF S104. FOOTING SCHEDULE MARK SIZE REINFORCING NOTES 1 1'-6" WIDE x 24" DEEP (MIN) x CONT (2)#5 CONT - 2 1'-0"WIDE x 10" DEEP x CONT (2)#4 CONT - DRAWN BY: 3 2'-0"x 2'-0"x 11" DEEP (3)#4 EACH WAY - DATE ISSUED: 12/11/15 pl b 4 2'-6"x2'-6"x10" DEEP (3)#4 EACH WAY - N Q ' 5 3'-0" x 3'-O"x 10" DEEP (4)#4 EACH WAY CO • 6 3'-6"x 3'-6"x 12" DEEP (5)#4 EACH WAY - a U 7 SLAB x CONT THICKENED1'-4"WIDE x 12" DEEP (2)#5 CONT 8 1'-6" WIDE x 12" DEEP THICKENED (3)#5 CONT '65SLAB x CONT m 9 3'-0"WIDE x 2'-0" DEEP x CONT (4)#5 AT TOP & BOT - Q 10 1'-4"WIDE x 24" DEEP (MIN)x CONT (2)#5 CONT - v E t m a F. a i- ga a S L a) ,2 S261E a� V o SHEET: E. 1COMMUNITY BUILDING FOUNDATION PLAN LRS Architects,Inc. N S261 SCALE: 118"= 1'-0" 2015 15-T084 0 U L (WS ARCHITECTS 720 NW Davis 503.221.1121 R Suite 300 503 221.2077 Portland OR 97209 www.Irsarchitects.com c.,:0*U C T Ute-1, ��'Rvp PRopS �`� GINF• / �4 1547�� riAirREGON ,` • �, ' `�z DEAD EXPIRES 12-31-15 A CDIAB CONSULTANT: 94'-9" / / 56-7" " / I 38'-2 / 1 48 S602 1 S600 12 ,\ GIRDER/DRAG KEYED NOTES 0 \- TRUSS _ _ _ _ _ _ _ _ _ _ _ _ �.- �.. � 1 NAIL ROOF SHEATHING TO DRAG TRUSS BELOW W/ MIN OF 8d NAILS @ 6" OC UNO ON �- �� p PLANS. F 0 E L ! C H 1 } �, ® 14 49 0 i l - S600 2 ALIGN DRAG TRUSS W/SHEAR WALL AS SHOWN. DESIGN TRUSS FOR AXIAL SHEAR ENGINEERS ,1. } S602 1 LOAD OF 4000Ibs TENSION OR COMPRESSION. Portland: (503)624-7005 S600 S600 '�' B7 Bend: (541)383-1828 • 3 ALIGN DRAG TRUSS W/SHEAR WALL AS SHOWN. DESIGN TRUSS FOR AXIAL SHEAR -� -4` ! Froelich-Engineers.com i � LOAD OF 1500Ibs TENSION OR COMPRESSION. JOB#15-T084 GIF DER- - SS -- - -- 4 TRUSS BLK'G BETWEEN GIRDER TRUSSES DESIGNED BY TRUSS MANUF. HANGERS CAD-5 y��,�. 16 m TO HANG TRUSS BLK'G FROM GIRDER TRUSS BY TRUSS MANUF. i t 0 a = TYP© �••• / 5 SIMPSON DBL 0 CENTEREDTOP SEEDETAIL BETWEEN 43/DRAG TRUSS AND DBL TOP PL. NAIL TO TS600 j I S600 �� B7 �. 6 GIRDER TRUSS ALIGNED ON EA SIDE OF LIGHT WELL. 1 F:.------_:_ —--- -. -- . - - .: _T _� €i ', ® 7 SIMPSON SC14x 4'-0" LONG, CENTERED BETWEEN TRUSS TOP CHORDS. / I () i ( • 18 TYP 8 SIMPSON MST37 CENTERED BETWEEN BEAM AND GIRDER/DRAG TRUSS BOTTOM 11 38 25 PSF4 �� 0 600 CHORD. ® 0 5601 m tj17---,\ 9 2x6 LEDGER PER DETAIL 42/S602. USE SIMPSON CS16x 4'-0" LONG TO STRAP THE 16 6 /` 6 609) BOTTOM OF LEDGERS AT SPLICE. S600 S600 _110° 6 n 10 SIMPSON SC14x 13'-0" LONG,TO BE ATTACHED 2'-0"TO BOTTOM OF 2x6 LEDGER 1 I FROM EACH SIDE OF ENTERY AND 2x6 FLAT BLK'G BETWEEN THE BOTTOM CHORD ;:t I ' c; 6 ® t 6'-6" OF TRUSSES OVER THE ENTRY. 0 17 60C),..„,,,_ O f Q ; I ! I S601 .600 5601 C I 11 MST37 TO SIDE OF BEAM &TO SIDE OF DBL TOP PL's. CENTER STRAP ON END OF 5I 6) E -_ 1 4 BEAM. PROJECT NUMBER: 215079 30 4 0 ','' 1 12 EMBED BEAM IN WALL PER DETAIL 20/5500. 16 560, S600 I ® 14 /% 0 I I —111,, __Li 13 PROVIDE KICKERS FROM BOTTOM CHORD TO TOP CHORDS AS SHOWN IN DETAIL S600 S600II, S600 • 38 _. ,i ' 2/S600. Tigard Apartments i m 4 18 ! N- S601 , I r 14 SIMPSON HTS20 TWIST STRAP FROM TOP OF TOP PL's TO SIDE OF GIRDER TRUSS. 13 S600 a - '' m SEE DETAIL 35/5601. - S600 O ,' O m 13 S600 S600 REF RCH DRAWINGS 15 SCISSOR TRUSS @ 24" OC. . \ 135th and Scholls Ferry, , i j i 138 4+ a FOR RELLIS� FRAMING I I _ 16 PRE MANUF TRUSS @ 24" OC Tigard, OR 14 ® .__-- la er_ _. __ ._. ®__ __ _ 5601 ■.E__ ti B7 B7 �� �1 L_ m 17 5 1/2 x 10 1/2" GL POST (18'-0" LONG APPROX) .ATTACHED TO SILL PLATE WITH (2) 5600 S600 �� r 0 C O \ / O { i SIMPSON A35 AND ATTACHED TO DBL TOP PLATE WITH (2)SIMPSON A35. O• Q -r0 © �J It 18 5/8"APA RATED ROOF SHEATHING. �T �, i 3 �I_E 7 �G C J GIRDER �, S600 0 0 S� 1 j' S600 ® "�lr, TRUSS • I :O�I 0 .1 71112M--- - izi CI \\7 _ 00 0 14 0 0 ,..- ??4pii 7 L.! 1. ____ fill ----------'N I. 01) 32 ,� �; ROOF FRAMING PLAN NOTES ss'P 16 S601 .�� l I i 1. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. II 38 -iir • I'l CD- - �� m 2. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE CONSTRUCTION i i i S601 METHODS FOR THIS STRUCTURE, CONNECTIONS, DETAILS AND CONDITIONS NOT I _ 1 __=___ 1^ ��� IIa 1�� • • SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE / 6 4x25 112 GL _ ,• ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF I I 18 DETAILS ARE ENCOUNTERED NOTIFY THE ARCHITECT FOR CLARIFICATION IN A H O L L A N D ® I q Po- 11 ® E TYP TIMELY MANNER PRIOR TO BID OPENING. P A R T N E R i / 3-- I 1 1. - -�I--' I CHIMNEY •ID . N- m ��60� 3. REFERENCE 5/51 Q4 FOR TOP PLATE SPLICE DETAIL. GROUP FRAMING = as S600 11 4. TRUSS MANUFACTUTER TO REVIEW ALL DETAILS & PLANS TO ACCOUNT FOR 7 K560} l' I 6 DRAWIREF NGS S v I 4 1111 Main St#500 S600 SPECIFIC CONDITIONS. j I 5600 r; Vancouver, WA 98660 5600 !I © :( 5. ALL POSTS &MULTIPLE STUD SUPPORTS IN UPPER WALLS SHALL ALIGN W/A POST Phone: 360.649.7888 •4 I, i OR MULTIPLE STUD SUPPORT OF SAME SIZE IN LOWER WALL. TYPICAL UNLESS ri i 0 1 11���� ' shoo I m . • 1_ }: _ , NOTED OTHERWISE. .�.� 111 1 t 0 I 6. SUPPORT ALL GIRDER TRUSSES W/MIN (2)2X6 STUDS OR(4)2X4 STUDS AT EACH SHEET TITLE: tt L___ � __ t 3 m • 0 ! FLOOR TO FOUNDATION TYPICAL UNLESS NOTED OTHERWISE. .._r.____ :`�►' �`� ________� `� 5600 S602 '/ m I i 7. PROVIDE 4X8 DF#1 HEADER AT ALL WINDOW& DOOR OPENINGS W/(1) CRIPPLE & (1) COMMUNITY ® _ I 4 KING ON EACH END OF HEADER, TYP UNO ON PLANS. SEE DETAIL 4/S102 FOR ! ® TYPICAL HEADER CONSTRUCTION. FOR OPENINGS LARGER THAN 8-0 PROVIDE (2) BUILDING ROOF m 25 PSF ��� I SBpn 1 CRIPPLE& (2) KING S"P"UDS. TYP UNO ON PLANS. ! 5600 7III TYP m /;3"- 28 y S602 illiba`- 1 FRAMING PLAN }} 00 © 25 P~F • hi 6'-e- ; S601 ' 1:1- B7 L11 �""•��"" °�° GIRDER ROOF FRAMING LEGEND 5600 •I ..� t GIRDER/ i' _ _ _ 1 TRU S rn-ie....■� TRUSS 11111•',) , [- - INDICATES SHEAR WALL BELOW. REF 104 FOR SHEAR WALL SCHEDULE, TYp TYPICAL SHEAR WALL DETAILS AND HOLDOWN SCHEDULE. ONE 600 ® B7 ` B7 HOLDOWN IS ALWAYS TO BE LOCATED AT EACH END OF EACH SHEAR j _ _..... _-- _.._ ..._... =_. .._.-. WALL UNLESS NOTED OTHERWISE. 4110 -\ - _ __ 4 [ _ -L-] INDICATES LOAD BEARING WALL BELOW UNO ON PLANS ALL EXTERIOR 18 TYP AT WALLS TO BE 2x6 DF#1 STUDS © 16" OC ALL INTERIOR LOAD BEARING 1 S600 CORNER WALLS TO BE 2x6 DF#2 STUDS @ 16" OC OR 2x4 DF#2 @ 16" OC UNO ON 29 34 S600 S600 COLUMNS i PLANS. S601 S601 INDICATES NON-LOAD BEARING PARTITION WALL BELOW, FRAMING TO BE 2x DF#2 STUDS @ 16" OC, UNO (SEE ARCH. DRAWINGS FOR WALL WIDTHS). e INDICATES SHEAR WALL TYPE, REF S104 INDICATES HOLDOWN TYPE, REF 5104 BX INDICATES BEAM TYPE, REF SCHEDULE S104. //A INDICATES STEP IN ELEVATION. //// INDICATES SPAN DIRECTION ROOF SHEATING. O INDICATES KEYED NOTE, REF S104. DRAWN BY: DATE ISSUED: 12/11/15 N •••• INDICATES OVERFRAMING TO BE PROVIDED BY TRUSS MANUFACTURER. CO N N co coQ Ln Q a U TE a U 2 0 m C E IO g V1 N E C co d Q II co o) gQ Lh lf1 O 5 d Q N S262 o SHEET: 1 ( 1 \ COMMUNITY BUILDING ROOF FRAMING PLAN LRS Architects,Mc.CD N 522 SCALE: 1/8" = 1'-0" 2015 15-T084 L,,, LrwS GRID 7 GRID GRID GRD C ® 0 I GRID I- 7- - - -_ - _ - -- - - T_.. .- GRI❑ - - GRID 25 ® I I I , I - -- 2. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE CONSTRUCTION ; _______________-1_ S501 I MI - S501 �� I I I I METHODS FOR THIS STRUCTURE, CONNECTIONS, DETAILS AND CONDITIONS NOT ; '--u 7 I I V-' i I • i I , I I I I SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE -2 I ry mm I I I ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF 0 - 0 L _ __ J L DETAILS ARE ENCOUNTERED NOTIFY THE ARCHITECT FOR CLARIFICATION INA ARCHITECTS !!SIN - J c w _. 7 I _.....d 3 • - O TIMELY MANNER PRIOR TO BID OPENING. v7 I 3 720 NW Davis 503.221.1121 T ' S400 3. PROVIDE SIMPSON LSTA36 STRAP CENTERED @ ALL DOUBLE TOP PL BREAKS WI(13) 5400 TYP [ t -' 1 16d SINKERS TO EACH SIDE OF DOUBLE TOP PL BREAK (26)TOTAL NAILS. TYPICAL Suite 300 503 221.2077 I'; ® © ® -- I UNO. Portland OR 97209 www.lrsarchitects.corri I I 4. ALL POSTS & MULTIPLE STUD SUPPORTS IN UPPER WALLS SHALL SLIGN W/A POST • I i-- ` 18.- 18 I I OR MULTIPLE STUD SUPPORT OF SAME SIZE IN LOWER WALL. TYPICAL UNLESS r` - S400 S400 I -_,J NOTED OTHERWISE. U C T UJ �J O I - • B12 5. PROVIDE 4X10 DF#1 HEADER @ ALL WINDOW&DOOR OPENINGS W/(1)CRIPPLE & (1) ���D PROM ' ' g I I I KING ON EACH END OF HEADER,TYP UNO ON PLANS. SEE DETAIL 4/S102 FOR � ESS, F m _ I j 1,1 TYPICAL HEADER CONSTRUCTION. FOR OPENINGS LARGER THAN 8'-0" PROVIDE (2) 4/47-i"-:-;----15147-71; \'' G l0 - LJ O L_I € , i O CRIPPLE& (2) KING STUDS. TYP UNO ON PLANS. �x� 1 /- n �>� 0 - - = I I 0 r 6. ALL 2X4 BEARING WALLS TO BE 2X4 DF#2 STUDS @ 16" O.C. UNO ON PLANS. ALL J ! j € I ,t EXTERIOR WALLS TO BE 2X6 DF#2 STUDS @ 16"O.C. __ - f1/� ---- I I I I I I11"110111r).61� I 1 1 1 1 i 7. 2X SILL PLATES MAY BE USED AT WALLS OTHER THAN SHEAWALLS. REGON /i7: ,,,- I t€ FLOOR FRAMING LEGEND R DE�� 0 0 14 19 � I EXPIRES 12-31-15 ' ! I I I INDICATES SHEAR WALL. REF 104 FOR SHEAR WALL SCHEDULE, TYPICAL GRID € _________' GRID - - GRID - € I SHEAR WALL DETAILS AND HOLDOWN SCHEDULE. ONE HOLDOWN IS 1 NA 3• - �� ALWAYS TO BE LOCATED AT EACH END OF EACH SHEAR WALL UNLESS ! (4)2x6 STUDS I k: NOTED OTHERWISE. CONSULTANT: FOR HANGER I __ ± ! I. INDICATES LOAD BEARING WALL UNO ON PLANS ALL EXTERIOR WALLS TO 1 - - INSTALLATION - - 1 �._.___.____.____._ ._._-----_._� f- - - - - BE 2x6 DF#2 STUDS @ 16"OC. INTERIOR LOAD BEARING WALLS TO BE I ` EITHER 2x6 DF#2 STUDS © 16" OC OR 2x4 DF#2 @ 16" OC. lr INDICATES NON-LOAD BEARING PARTITION WALL, FRAMING TO BE 2x DF#2 :'' I 1 k 4STUDS @ 16"OC, UNO (SEE ARCH. DRAWINGS FOR WALL WIDTHS). 1 � N 12 r B12 -- ------------------- -- 0 INDICATES SHEAR WALL TYPE, REF S104 ' m ' 12 12 INDICATES HOLDOWN TYPE, REF S104 F 71 NI ® -I ! 1 lik ( BX INDICATES BEAM TYPE, REF SCHEDULE S104. l I € l ' ' f � � __ FROELI O �� INDICATES STEP IN ELEVATION. , i � a I I' I� `! 1�/// ENGINEE ;RI B12 ' ` I Portland: (503)624-7005 0 € Bend: (541)383-1828 INDICATES SPAN DIRECTION FLOOR SHEATING. Froelich-Engineers.com I JOB#15-T084 CAD-5 € O INDICATES KEYED NOTE, REF S104. i1 I �, I KEYED NOTES 1 PT 6x8 POST WI SIMPSON ABU68 POST BASE. --- -- " i - "`- 2 PT 4x4 POST W/SIMPSON EPC POST CAP + SIMPSON ABU44 POST BASE. ; I I I I • / 3 PT 4x12 HF#1 STRINGER. 1 GRID — ! I 4 PT 6x12 HF#1. I 1 I 1ILF ,-� I I _ 5 PT 2X8 HF#2 @ 24" OC, HANG FROM BEAM WI SIMPSON JB HANGERS. i 2ND FLOOR BREEZEWAY B12 J - - - -I-----t 6 PT 4x12 HF#2. et II _ 7 PT 4x8 HF#1. i 8 POCKET BEAM IN WALL REF DETAIL 21/S501. PROJECT NUMBER: 215079 I 9 SIMPSON HUC412. T I 10 PT6x8 POST W/SIMPSON EPC POST CAP. Tigard Apartments _ 11 2" CONCRETE OVER 3/4"APA RATED PT PLYWOOD. 12 PT 5 1/2"x 12" GLULAM STAIR STRINGER. I 13 SIMPSON HUC48 HANGER. 135th and Scholls Ferry, ! 14 SIMPSON HUCQ610-SDS. Tigard, OR I i I 15 PT 2x10 HF#2 @ 24" OC. 16 MAX 2 1/2" NORMAL WEIGHT CONCRETE OVER 3/4" APA RATED SHEATHING. 5 SECOND FLOOR STAIR FRAMING PLAN BLDG TYPE A2-A5 3 THIRD FLOOR STAIR FRAMING PLAN BLDG TYPE Al 1 FOUNDATION STAIR PLAN BLDG TYPE Al 17 PT 4x4 POST WI SIMPSON PC POST CAP+SIMPSON ABU44 POST BASE. S300 SCALE: 1/2" = t-0" S300 SCALE: 1/2" = 1'-0" S300 SCALE: 112" = 1'-0" 15-T084 15-T084 15-T084 7 GRID S GRID €R11) s400 GRID GRID GRID - 0 - - GRID 18 s400 4 , I1-3-- 7 1 -I•---- - - GRID 25 � - - -�.._.._... 25 I 3 I I I • S501 B4 • S501� 14 —i I 6 � ;� _..� I 1I I , n O- { 1 -Ht„_,.,..„, I _ - - I 0 _ 1 _ € I --1 � m � � FOUNDATION PLAN NOTES _ Ilf" HOLLAND ' • L--- -J I E A. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. 6 © I I ® B. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE CONSTRUCTION P A R T N E R METHODS FOR THIS STRUCTURE, CONNECTIONS, DETAILS AND CONDITIONS NOT GROUP i SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF1111 Main St#500 I • • L "� - - - - DETAILS ARE ENCOUNTERED NOTIFY THE ARCHITECT FOR CLARIFICATION INAVancouver, WA 96660 (.._14800 3 I Phone: 360.649.7888 I _ TIMELY MANNER PRIOR TO BID OPENING. O - B12 /' C. ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN W/A STUD OR POST OF THE I —_ m 1 SAME SIZE (MINIMUM) IN LOWER WALLS TO FOUNDATION. I I I - U I l 0 SHEET TITLE: ' ! 1 I F D. SLAB CONTROL JOINTS TO BE PLACED AT 12'-0" OC MAX, BOTH DIRECTIONS, REF C •) ---____-- 61S400 PA R TIA L S TA I R mIII' 0 ii E 0 1 0 I I ---- 1 I l - -- J 1 _ L __7__ � 411 _ n l .- FOUNDATION LEGEND FDUNDATION AND 5 �,-.. _.__._._ ; -�! FRAMING PLANS f �''� 1 €, I I INDICATES SHEAR WALL- REF 104 FOR SHEAR WALL SCHEDULE, TYPICAL '3 f �'1' I TYP AT 1 it SHEAR WALL DETAILS AND HOLDOWN SCHEDULE. ONE HOLDOWN IS __..__.' ___._...__......._-.._._ • / ii. - STAIR PAD �0 0 .•,'. `I ALWAYS TO BE LOCATED AT EACH END OF EACH SHEAR WALL UNLESS l NOTED OTHERWISE. FOOTINGS 1 . , I __ _-._-.._._ __- GRED 3 C-T-; 3 !— GRID ; _._._._..______._._ 1 I GRID - - • INDICATES LOAD BEARING WALL UNO ON PLANS ALL EXTERIOR WALLS TO ►u a• •• BE 2x6 DF#1 STUDS @ 16" OC ALL INTERIOR LOAD BEARING WALLS TO BE 1 2x6 DF#2 STUDS @ 16" OC OR 2x4 DF#2 STUDS @ 16" OC (UNLESS NOTED 1 ',. (4)2x6 STUDS OTHERWISE). 1 FOR HANGER •— — — j — — — - INSTALLATIONi . i INDICATES NON-LOAD BEARING PARTITION WALL, FRAMING TO BE 2x DF#2 [ i ` _._ _..... .._ STUDS @ 16" OC, UNO (SEE ARCH., REF DRA5104WINGS FOR WALL WIDTHS). 1 I INDICATES SHEAR WALL TYPE I I _ - 0 - I ! r - --r 1 1-- ` INDICATES HOLDOWN TYPE, REF 5104 I I . 1 : I E2 — --- -- 12 B12 - _ , 1 El 1 r-_.� m € INDICATES FOOTING TYPE, REF SCHEDULE THIS SHEET. i I AT 2ND FLOOR �~' I ' I L._._.._...................__ .. -. �1 o4 rsi , , 1 I I , o 0I _ 1 - T--W �- i /./71INDICATES STEP IN ELEVATION. �I Ii 1 Alla ,�r o - INDICATES KEYED NOTE, REF S104. B12 ! ` S400 i ii 0 0 '- i I I 1 _- FOOTING SCHEDULE IMARK SIZE REINFORCING NOTES 1 1'-6"WIDE x 24" DEEP (MIN)x CONT (2)#5 CONT ! DRAWN BY: 2 1'-0"WIDE x 10" DEEP x CONT (2)#4 CONT - • DATE ISSUED: 12/11/15 T 3 2'-0"x 2'-0"x 11" DEEP (3)#4 EACH WAY - �, -� z 4 2' 6" x 2' 6" x 10" DEEP (3)#4 EACH WAY _ ii E' i 5 3'-0"x 3'-0" x 10" DEEP (4)#4 EACH WAY - a - - 6 3'-6"x 3'-6"x 12" DEEP (5)#4 EACH WAY - ? I • 1'-4"WIDE x 12" DEEP THICKENED o. I I 7 SLAB x CONT (2)#5 CONT o, 3RD FLOOR BREEZEWAY � B12 e � _ ---- _...__.._ 8 1'-6"WIDE x 12" DEEP THICKENED (3}#5 CONT oij 14 14 SLAB x CONT I 9 3'-0"WIDE x 2'-0" DEEP x CONT (4)#5 AT TOP&BOT - 10 1'-4"WIDE x 24" DEEP (MIN)x CONT (2)#5 CONT - ro i a m 1 o 1- 6 iii5 43 E I 1 S300 m d SHEET: ., 6 THIRD FLOOR STAIR FRAMING PLAN BLDG TYPE A2-A5 4 FOUNDATION STAIR FRAMING PLAN BLDG TYPE A2-A5 2 SECOND FLOOR STAIR FRAMING PLAN BLDG TYPE Al LRS Architects,Inc.© SCALE: 1/2" = 1'-0" SCALE: 112"= 1'-0" SCALE: 1/2" = 1'-0" 2015 S300 15-T084 S300 15-T084 S300 15-T084 a a NOTE: 1"AIR SPACE SHEAR WALL-SEE SHEAR WALL SHEAR WALL-SEE SHEAR WALL NOTE: NOTE: 518" DIA SIMPSON STRONG // SCHEDULE FOR MORE INFO. L... rws SEE ARCH DETAILS FOR 518" DIA SIMPSON STRONG BOLTS STBL-62812 W/5 112" SCHEDULE FOR MORE INFO ADDITIONAL CONSTRUCTION BOLTS STBL-62812 W/5 112" SHEAR WALL-SEE SHEAR WALL EMBEDMENT MAY BE USED PT SILL PL,ANCHOR BOLT SIZE& REQUIREMENTS TO MAINTAIN 6" STEM WALL @ GARAGES WHERE REQFIRE RATING EMBEDMENT MAY BE USED SCHEDULE FOR MORE INFO AS ALTERNATIVE TO CAST IN SPACING PER PLAN & SHEAR WALL APPLICABLE. SEE DETAIL 15154.00 FOR AS ALTERNATIVE TO CAST IN 2x6 STUDS @ 16" OC PLACE ANCHOR BOLTS AT ' / SCHEDULE SEE DETAIL 1C & 1 DIS102 WALL BEYOND PLACE ANCHOR BOLTS AT INTERIOR WALLS. FOR SILL BOLT PLACEMNT (SILL PL IN SPACING SILL PER PLAN BOLT SIZE WALL ADDITIONAL INFO INTERIOR WALLS. PT SILL PL,ANCHOR BOLT SIZE & EDGE NAILING -SEE SHEAR /f CONTACT WI CONCRETE TO BE PT) ARCHITECTS SCHEDULE SEE DETAIL 1C& 1D/S102 FOR Jr PL WASHER PER SHEAR WALL SCHED PLYWOOD SHEAR WALL SHT'G PER AS SPACING PER PLAN & SHEAR FOR ALL OTHER WALL TYPES A 2x SILL BOLT PLACEMNT(SILL PL IN I & DETAIL 1/S1.02 (1)-#5 CONT @ TOP TYP REQ'D PER PLAN. (PLYWOOD MAY WALL SCHEDULE STAGGER PT SILL PL MAY BE USED WALL SCHEDULE SEE DETAIL 1C& NAILING � � 720 NW Davis 503.221.1121 `� CONTACT W/CONCRETE TO BE PT)FOR - (1)-#5 CONT @TOP TYP OCCUR ON INSIDE OR OUTSIDE FACE OF AIR GYP PER ARCH 1 DIS1.02 FOR SILL BOLT I< PL WASHER PER SHEAR WALL SCHED ALL OTHER WALL TYPES A 2x PT SILL PL WALLS). '�� GAP 2x STUDS @ 16" OC PLACEMNT(SILL PL IN CONTACT PL WASHER PER SHEAR WALL & DETAIL 11S102 Suite 300 503 221.2077 D MAY BE USED PARTY WALL SEE ARCH W/CONCRETE TO BE PT) FOR ALL SCHEDULE & DETAIL 11S1.02 CMU VENEER PER PLAN rz I 24" #4 DOWELS @ 24" OC LAP W/SLAB � .II OTHER WALL TYPES A 2x PT SILL �V ,�,ly, 1-#4 CONT @ TOP TYP Portland OR 97209 www.lrsarchitects.com EDGE NAILING -SEE SHEAR WALL I -#4 DOWELS EXTERIOR WALK REINF 12" MIN 24" SLAB ON GRADE SEE PLAN '�'- i SCHEDULE STAGGER NAILING @ 24" OC t EDGE NAILING, SEE SHEAR WALL PL WASHER PER WALL SCHEDULE & PL MAY BE USED LAP Wf SCHED a 50G PER PLAN R DETAIL 1/S1.02 PER PLAN SLAB REINF EDGE NILG SEE SHEAR WALL ////// REINFI 1 ° S� PRb 4� \ , I iv 12" MIN iv F- PT SILL PL SEE SHEAR WALL SCHEDULE FOR SCHEDULE 4 '� • V$D FF ! �...._:.' AB SPACING SEE DETAIL 1C& 1pIS1.02 FOR APPROX 112" SHORT, 4 a GIN Ir I • z �; } ° e 4 I a _ � SILL BOLT PLACEMENT. {SILL PL IN CONTACT 4" CONC SLAB W/#4 24" OC EA WAY 4 cj <,\ ii' 0\ g It:. °4 ` ° • T ,d 4 d- - - ^ a. WI CONCRETE TO BE PT)FOR ALL OTHER TYP @ H zQ s • d c 4 I 1 ° ° A° 6" -4" CONC SLAB ON 1547 `�a - I - WALL TYPES A 2x PT SILL PL MAY BE U5Ep w I I ° A ° •- _ - - o. a Pr 4/ / GRADE W/ \r- _-. _ ° a ° Zfl ---III`� III I I I f I- \ a _ a1•�� � e . °° a. • •� „ I1—iI ° ° '!' o 11- -II 24" OC EACH_ 4 CONC SLAB ON Iii d. + Al / i 4" CONC SLAB \ \ �\ 2 I - 4 — _I-1 I-111- #5 @ 24" OC TRANSV REINF _ A ° ; 1, W @ ��~: r 1 lIlii d.. .1 I a ° G I a #4 DOWELS @ 48" DG _ • ° GRADE W/#4 @ ON GRADE WI#4 •• ' 1 d �1 OREGON /".---q, -tit1I °4 24" OC EA WAY ° e . ' @24" OC EA ! • v u III ada =1 °d • / /,1 • a ° Q a ^��sr"� "� �^ �"`�� c0 #4 CONT ° 6" #4 DOWELS @ 24" OC °• d d . 3 TYP c., ,4 • WAY z \ T 4 ���6t•�•�i••�••* C _ r �Y • , ,, , • (z}, , �* #4 DOWELS @ 24" OC d 3 TYP - CONT REINF SEE SCHEDULE ., �. •• . �' 25 �J z �' e4. +2 = ° c... _ 1 #4 BARS x 4' 0" @MID HEIGHT OF SLAB ,r er i� U \ . •a ^°! a . ° SUBGRADE MATERIAL OR / ° N I I- a a °a. TREATED MATERIAL AS \RZ DEI, - r 4 • • -LAP WI SLAB REINF d 1 A 1 1cam_ PER SOILS REPORT d-•a d:'a —III a A 4 wr .-r it wr .vr 1 a. . ` • ., ° REINF PER PLAN �•••, gate•••••.$1 EXPIRES 12-31-15 SUBGRADE MATERIAL ° SUBGRADE , r� ,� �=� VW, / 3" CLR `.P"�L0l�� OR TREATED ° MATERIAL OR r•..•••••'.• •c !Y / SUBGRADE MATERIAL OR TREATED 3"CLR / / ° � � MATERIAL AS PER �;_ i' f• • � TREATED MATERIAL TRANSVERSE REINF �1�i •�• " / SEE PLAN FOR MATERIAL AS PER SOILS REPORT 3„ 4.11404040 SOILS REPORT111,POPMVSFI. QAS PER SOILS FOOTING SIZE & REINF NOTE: / CLR 3"CLR • 3"CLR " CLR REPORT / 3" CLR SUBGRADE MATERIAL OR TREATED SEE DETAIL 17/S400 FOR FOOTING SIZE (TYP) CONSULTANT: "CLR (TYP) SEE FOUND PLAN & MATERIAL AS PER SOILS REPORT 4 INFORMATION IN COMMON / / (TYP) / / BEARINGISHEARWALL TO FOUNDATION PER PLAN FOOTING SIZE FOOTING SIZE SCHEDUREI F SIZE& S400SCALE5 15--70841 _1 � EXTERIOR GARAGE WALL DETAIL PER PLAN PER PLAN WALL BEYOND 1 40„ 1 SCALE: 1"-1' O" / --/---\/L-1- V/ 15-7084 1 EXTERIOR WALL TO FOUNDATION r 2 FOUNDATION AT EXTERIOR DOOR 3 PARTY WALL TO FOUNDATION DROP SLAB AS REQ'D BY TOPTYP SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" (1)-#5 CONT @ :tle'''''';'5400 15-7084 400 15-7084 S400 15-7084 �� 112" PLYWOOD WALL SHEATHINGARCH DRAWINGS #4 DOWELS @ 24"OC LAP WI SLAB 2x6 STUDS @ 16"OC BREEZEWAY SLAB REINF 12" MIN 24"z FROELIH ( PT SILL PL,ANCHOR BOLT SIZE&SPACING PER �1I NENGINEE Q :;- - �' PLAN &SHEAR WALL SCHEDULE SEE DETAIL 1C ° aPortland: (503)624-7005 POST PER PLAN \ p - &1D/S1.02 FOR SILL BOLT PLACEMNT(SILL PL IN WALL BEYOND ° d N. • a ° a ° ° • •. : CONTACT W/CONCRETE TO BE PT)FOR ALL Bend: (541)383-1828 if____ .,....._______,.--- • OTHER WALL TYPES A 2x PT SILL PL MAY BE Froelich-Engineers.corn Ad , • � .Al' ••4044,,,\ 40.444♦♦ ' USED JOB# 15-T084 �' DROP SLAB AS REQ'D BY ARCH i (1) -#5 CONT @ TOP TYP 4 . 118"x1 1f2" SAW JOINT. SAW AS SOON AS CONC CONCRETE SLAB ON GRADE SEE DRAWINGS 1L �.-a. d ° 4"CONC SLAB ON GRADE '\ "-`�`�- CAD-5 WILL SUPPORT WEIGHT OF MACHINE WITHOUT 1 PLANS FOR ADDITIONAL INFORMATION SIMP ABU66 W1518" DIA A307 THRDD z 1 WI#4 @ 24" OC EA WAY Z MARRING THE SURFACE. FILL JOINT WITH ROD ANCHOR- EPDXY EMBED 6" MIN g °' Sd : HODRCZTY@PTOP 6" ( )JOINT FILLER. APPLY ACCORDING TO SEE PLAN FOR REINF INFORMATION INTO PIER #4 DOWELS @ 24" 00 LAP WI SLAB #4 DOWELS @ 24" OC • d a° ° 3 TYPMANUFACTURER'S RECOMMENDATIONS. + EXTERIOR WALK REINF 12" MIN 24'. =111-ilIll- 131L !+-'1 "Aa e -111�I11i1 l—III`, ° ° ^ . 1 1-I (1} I . • - \1Y2CLR •1111.11.11111.1=1.115111 . o : c..) a 1 SUBGRADE MATERIAL OR TREATED Z 11l l l 611 ll I I r ROCK PER GEOTECH o ° ° ° e I hI I -I I I- e • a _ �� _11.��' MATERIAL AS PER SOILS REPORT l I,I 11`111: ^I I-111-1 I l= •.•.• RECOMMENDATION r u� U T.O. F.F. \ OE"d �,, � • ,� m \ - -*-- 1 1--:11 1� _ II 11=1 CONTROL JOINT fig \ i-! V c 4 :. • ° . ° .� n; 111 ° da E-111' 1 =1 I d ° '♦♦ • ♦ ♦ 3"CLR "CLR • it I irkeL -1 CONCRETE SLAB ON GRADE- SEE a° a (TYP) eL 0 -111 •• ,r 4 a III #4 DOWELS @ 24" OC PLANS CONCRETE SLAB ON FOR z `' . _ 4" CONC SLAB ON GRADE w = ° J. 1 ADDITIONAL INFO 0 I-- 112" DIA x 36"SMOOTH DOWEL @ 24" 4 A '. ° W!#4 @ 24"OG EA WAY \ \ t ❑ ,1 Ill o . a s • / I l l=I j l-1 SEE SLAB FOR REINF INFO �OC GREASE OR WRAP ONE END OF Z ° 4 4 3 TYP FOOTING PLANE 3 CLR EACH DOWEL 2 CLR #4 DOWELS @ 24" OCf1 I I 1-1 11,,1i I -1 i i-a _ ,, •- (� / PROJECT NUMBER: 215079 11"CLR 4 ° u - -18" SQ CONC PIER W/ N 9 ,EE PLAN FOR FOOTING \ a dQ:a °•4 e . 1 EXTERIOR DOOR AT BREEZEWAY / (4)-#4 DOWELS AS VERTS ° •. .as SIZE& REINF MIMW_= - - -- __ - a &#3 TIES @ 8" OC . ° SUBGRADE MATERIAL OR S400 SCALE 1"=1'-0 �10� 15-T084 EXTERIOR STAIRWELL WALL DETAIL TREATED MATERIAL , Tigard Apartments WI (3} @TDP SCALE: 1"=1'-0" •2$ . ° �,' PER SOILS REPORT S4O0 1 1 a • • d° \ ilirile �� NOTE: 15-T084 1 COLUMN PER PLAN (MIN 2 2x ,� ( ) STUDS) NOTE: 6„ 6 - NOTE: 3"CLR (TYP)'CLR REFEROR ALL OTHER INFO IND 135th and Scholls Ferry, CONTRACTOR MAY USE EITHER CONTROL / JOINTS OR CONSTRUCTION JOINTS AT / ' 3" CLR IN SIM COND RIGIDCOMMON ,Vn -WALL BEYOND INSULATION NOT LOCATIONS INDICATED ON PLANS. CONSTRUCTION JOINT SEE PLAN FOR FOOTING REQ'D UNDER SLAB (1)-#5 CONT @ TOP TYP Tigard, OR / SIZE & REINF / FOOTING SIZE PER PLAN �6 ]� 6 PL WASHER PER SHEAR WALL #4 DOWELS @ 24" OC LAP W/SLAB CONTROL JOINT DETAIL EXTERIOR POST TO FOOTING EXTERIOR DOOR AT EXTERIOR SLAB ON GRADE SCHEDULE & DETAIL 1/51.02 REINF 12" MIN 24"L _ SCALE: 1"=1'-0" SCALE: 1"=1' 0" SCALE: 1"=1'-0" DRIVEWAY PAVING BY S\400 S400 15 7084 `, OTHERS (NOT BY FE) GARAGE SLAB 400 / 15-7084 15 7084 • CL WALL& N F- \ L_.e. FOOTING WALL REINFORCEMENT PER PLANS Q \64 ^ a. • . .. ° . \ g , A I-E 1 I a\ Pi s az. CMU WALL- SEE PLANS FOR WALL -+11- ° e (1)#4 BOTTOM (2) 16d TOENAILS EA SIDE I I °• 4" CONC SLAB ON - @ 14 SIZE & REINF w #4 DOWELS @ 24" OC ° • e GRADE WI - 4 3 #4@24" OC 4 1 4 ' •4 °° < •e 3 TYP EA WAY ° 4 DOWELS TO MATCH ° , VERT • WALL REINF- SIM COND RUN DF PLATE MINIMUM (2) ROWS 16d @ 12" OC z A COORDINATE LOCATION © CENTER FOOTING ON • Z1/2 -I HOLLAND z & SPACING W/MASON OF 16" IN LENGTH COLUMN PER PLAN °p WALL ABOVE1 \ a (ALT HOOKS) PT DECK POST PER PLAN r - I.A 4 a .4a 8" I - (2)-#4 CONT �� STUD WALL PER PLAN ° / X PARTNER LT' GROUP a -SIMPSON ABU66 HOT DIPPED \ z� �° 4 1111 Main St#500 _.i< V V GALVANIZED _•,- a i� C1 aU CONCRETE SLAB ON @ SIM COND WALL IS �� � � � a Phone:Vanco36D 649ver, WA 98888 GRADE- SEE PLANS FOR • / EXTERIOR GRADE OR SIDEWALK I a ,\ 4 • a a 4 . / CONTINUOUS ` ADDITIONAL COORDINATE Wf ARCH DRAWINGS FIELD APPLIED WEATHER RESISTANT BEYOND COLUMN PROVIDE 2x DF#2 PLATE \ a 4 15 INFORMATION / 6„ o• TREATMENT TO BOTTOM OF POST I ` 0 0 0 40 -ao 0 . - GARAGE SLAB DETAIL PATIO SLAB-,...N., ON TOP OF PT SILL PLATE o••i..•••••••,.•••• ...;0‘...0C SHEET TITLE: \ CLR W ( ) 16d @ 12" OC _ S400 15-T084 =1 -0 �� - � -� i \ \ 4" SLAB ON GRADE • + 111. FOUNDATION • a z_111 -111-1 — i___[ 11= -'-' 11-1 -1'-_-t'115_71 a° z 3"CLR \ A 8`' 11 -111=1 1-11 =1 1'1� 1 L� °' a _11 - 1 I1 I 11 1 1=111 �. _ / .\ z - J s �"'"' 12"CLR DETAILS _ _ ° a SEE PLAN FOR FOOTING // _I=1IIIlI �1 /( I/ 6" a Q 1 I -I I =1 1= z G a ° J/1Y2„ ° • • q LIJa a • 1[ SIZE & REINF 4 MINa �v�v ov v our .' =111-11 -1 i 11 SLAB EDGE ° 4 4 4a cc Cl- Q , ��, APP� ° a a s�i. 14 EXTERIOR WALL PAD FOOTING - ' - \ -7_111-_:--7 '" °' U a c] • • • ° •• ° •• 4 •F SCALE. 1"=1' 0" ° 4 d I I d d \ w -;"\ `Pili ° 4 Q 0// 15-7084 4 d ;11 c CI \ \ \ O - A' D 1"CLR / / T / / n a d U PH- , 3 At U fr '� \\ \� \ �\\\ N kl = �"' (2)#4 HOOKED DOWELS @POST BASE 3" / � �: �+. >� q `� �,a �`����� N 111-I(1-111 1 I =-1-: \ \ cLR/ 3"CLR \ .. // �'//\l%//////\T/< \\/\\ K\ \\ \\ < I 1 1 1 ' FOOTING SIZE & REINFORCING \ \ \ \ \ \ \ \ \ \ •� HORIZ REINF -111=111- / / ' i�\/i�/ice\/i�/ /i�/i� C ��/ / /�� 3" LRPER PLAN & SCHEDULE SEE PLAN FOR FOOTING CMU WALL \ \ \ \ \\ \ \ \ / TYP SIZE & REINF / FULLY GROUTED0 /// // /\/\/ FREE DRAINING � < ° \\ \\ \\ . GRANULAR MAT'L SEE PLAN SCHED //�//�//�/ ,) : \ � /F TING SIZE&REINF / 0 /% // // %/\\//� Q VERT REINF (-11 CMU TO FO��IFI�� 12EXTERIOR POST TO FOOTING 13 INTERIOR POST TO FOOTING 0 \/\\/� \\\,>>. A _ 1 4Q0 SCALE: 1"=1.-0" 5400 SCALE: 1"=1'-0" 5400 SCALE: 1"=1'-0" �� j�` a \ 15 7084 15-7084 15 7084 % ///�// FREE DRAINING) j' j\ GRANULAR MAT'L / Tw, COMPACT STRUCTURAL HDRIZ REINF ///\/\/\/\ \" FINISHED FILL IN FRONT OF TOE 3 /. GRADE I (CENTERED) /�/� 4"-PERF FND DRAIN SET IN . A OF RETAINING WALL SPECIAL INSPECTION OF I//\ FREE DRAINING GRAVEL /\\�f�i\ DOWEL COMPACTION REQ'D CL ANCHOR SHEAR WALL-SEE SHEAR WALL ` HEEL�REINF /.�/ • CL BOLT %\N" ` �� f I 1 1 1 1 1 I 1 I I- \ 4" DIA PERF FND DRAIN \/./..5004� I ' / SET IN FREE DRAINING / �A A Y 2x4 STUD WALLS SCHEDULE FOR MORE INFO 2" MAX CL ANCHOR BOLT .1 GRAVEL FILL N �\\//\ ripply\\46 illb • a ° FIRESTOP PER ARCH I `j/\,,� • �\a �. z 2x PT SILL PL, ANCHOR BOLT SIZE & AL 4 U \ - t ti/, HEEL REINF \ A ° g SPACING PER PLAN & SHEAR WALL /R //' • • Q4 U jPA #4DOWELSx30" LONG@24" OC / . PA _ __ SCHEDULE (SILL PL IN CONTACT W/ 0 VERT REINF AS r �� �' 4 a .111111.111 CONCRETE TO BE PT) SEE SHEARWAL SEE DETAIL OSCHEQULE FOR WASHER,2 FOR PL DOWELS �~•� '��\'/�\� /_____\v LONG REINF d .°d 4 4 \ 1/2" SEE .\// N a 40;14;00::.•"± BRAWN BY: PRECAST CONC AMC;; �► / ° a �+ • a 4 CO MAX MORE INFORMATION. \ ` \ \ + z STAIR TREAD E T � '+1-1=-:-N-_--7-111 ��111�I11-1 � � (1)#4 CONT @ TOP ° DATE ISSUED: 12/11/15 J • A G, S a 4 ''1�111111�111 .4 { �4 F �' EDGE NAILING -SEE SHEAR WALL .- - y A 3"CLR 3"CLR N DE NOTE: SCHEDULE STAGGER NAILING CONC SLAB ON GRADE SEE PLANS I M ° d A a p / / .tI ° r Q SEE DTL. 31S400 2��TYP =, , _ EXTERIOR SLAB NOT BY FE \ ° a - a a - LONG REINF #4 DOWELS @ 24" OC a 2 FDR ADDITIONAL INFORMATION °4 (1)#4 CONT r 3L 4 • 4° a FOR INFORMATION �� • \ \---- -. .--t � - Lh { Tw / Lt / U 1 0 ¢ IN COMMON N Q O p (1)#4 CONT Lf o X TL'? A 3 LU A ., \ - - ` 3"CLR / STD 90° HOOK / 3"CLR 2 #4 HDRIZ. @ 12" OC III-1 I I-I ° i ; a ,1 e a JrLt 7a" Lh I- RETAINING WALL SCHEDULE 6 "• =I I-111= . _ _ ..ti 1��1 e •° - a 41 ,, 4 ° . X / / X � e E` I• I— I` Il— l11 ° 4 DIMENSIONS WALL REINFORCING FOOTING REINF \ 'T} ti . .� d ° Z x #4x DOWELs -111= 11111 II-111-111 _ n ° a a • Lf a • R 4 q @ 48" OC {—�• • —1 I-1 —1 17''' co ° d' . L4x4x114x0' 6"Wf w °+ 11 ° 8" (ALT HOOKS} _i-1 I ° IIC111=11 -1 r • g • • RETAINING WALL SCHEDULE (2) 518" DIA x 4" EXPANSION Hw Hf Tw Lh Lt Lf VERT HDRIZ DOWELS HEEL LONG i a a J4 C 1�a 4 . ora m = _ — 1E a. BOLTS TO SLAB & (2) 112" -1 I-�I ° ° ° DIMENSIONS WALL REINFORCING FOOTING REINF I a a w 4 III I I- DIA THRU BOLTS TO •- +L 4 c • - • 7I 6•, 4 - a '° ° STRINGER 3'-0" 12" 8" 2'-4" 3" 3'-3" #4 @ 18"OC #4 @ 12" OC #4 @ 18" OC #4 @ 12" OC (4)#4 ra fl a . a 4 i 11 . Hw Hf Lh Lt Lf VERT HORIZ HEEL LONG - ifI \ d \ -I = ` 4'-0" 12" 8" 3'-4" 3" 4'-3" #4 @ 18" OC #4 @ 12" OC #4 @ 18" OC #4 @ 12" OC (5)#4 4 ) 1 i►r• °!t•aN inc. 1'-O" CONC SLAB ON GRADE W/ UP TO 3'-O" 12" 2'-5" 3" 3'-3%e"#4 @ 16" OC (2)#4 @ 24"OC'#4 @ 12" OC (4)#4 ' i THICKENED EDGE UP TO 4'-0" 12" 3'-1 %" 3" 4'-0" #4 @ 16" OC (2)#4 @ 24"OC #4 @ 12" OC (5)#4 EQ EQ 3 CLR pig a / / / NOTE: UP TO 6'-0" 12" 4'-7 3/8" 3" 5'-6" #5 @ 16" OC (2)#4 @ 24"OC #5 @ 12" OC (6)#4 SEE PLAN FOR CONT REINF, REF PLAN - . - ........... - / / SEE PLAN FOR GUARDRAIL NOT SHOWN NOTE: SPECIAL INSPECTION REQUIRED FOR WALLS icri SIZE & REINF FOOTING SIZE / FOR CLARITY. S400 a � & REINF SHEET: E 16- 18-- 17 STEM WALL DETAIL 18� STAIR CONNECTION 19� MASONRY SITE RETAINING WALL 20 CONCRETE SITE RETAINING WALL LRS Archaects,Inc.O in 2015 &i 400 SCALE: 1"-1'-0" S400 SCALE: 1"=1'-0" S46� SCALE: 1"=1' O" S400 l SCALE: 1"=1'-0" S409 SCALE: 1"=1'-0" 15-T084 15-T084 15 7084 / 15-T084 15-7084 6 • LnS ARCHITECTS 720 NW Davis 503.221.1121 T Suite 300 503 221.2077 FLOOR Portland OR 97209 www.lrsarchitects.com 2x6 STUDS @ 16"OC UNO ON 2x6 STUDS © 16"OC UNO ON I FLOOR EDGE NAILING TO SHEATHINGPLYWOOD EEDGE PLYWOOD FLOOR HORIZ STRAP SHEATHING PLANS 1 PLANS I DBL TOP PL1YPER PLAN CONT DBL TOP R0 C T UR FLOOR EDGE NAILING TO 2x BLK'G @ 48"OC f PLAN SHEATHING PER PLAN SHEATHING TO DRAG PL ��D F ,r1 JOIST/JOISTS PRO DBL TOP PL 11 VV/10d NAILS 4"OC I m 1 w /o y r . i'_ rli. Pr 1/ r�i /ir /n .i/ /, .,,, /o .&f /ir /3' ar /// //�/o 17/ I �� �SS SHEAR WALL, SEE PLAN FOR SHEAR WALL, SEE PLAN FOR 9 @ m' /.i :i' d �. ra " 'm Jy /74- // //r r/ or )/ /i 'i/� /ii / BEAM, SEE PLAN `Gj �G j�fE� /0 ADDITIONAL INFO FLOOR SHEATHING ADDITIONAL INFO FLOOR SHEATHING FOR SIZE 1Y"GYPCRETE PER -���r C� F' , �' \1?; PER PLAN PER PLAN 16d @ 6"OC CONT SOLID PLAN 1547 SOLE FL, 16d @ 6"OC STAGGERED SOLE FL, 16d @ 6"OC STAGGERED ALT SIDES BLOCKING S I UNO(SEE SHEAR WALL SCHEDULE 1 Y"GYPCRETE PER UNO(SEE SHEAR WALL SCHEDULE 1)/2" GYPCRETE PER i/////—/. /r—L—/.9�///6/'.C�//—//—//al///IA/HY—/1—/rfl�///Y/—/.�'/G.R'lI FOR SOLE PL SIZE&ATTACHMENT) PLAN FOR SOLE PL SIZE&ATTACHMENT) , PLAN • I� f®- I� �Wl' OREGON ,,,. A--,.7 I.NAM 1� it r0 �� //�'%�I•!%�/rI//-ir..�..� TJI JOIST PER PLANWill TJI JOIST PER PLAN I . _1111.11111.11M .T SHEAR WALL EDGE NAILING "000v SHEAR WALL EDGE NAILING ,/Iilll ' •, }- 5 �g ��~ WEB STIFFENER /` p SHEAR WALL EDGE NAILING IF REQUIRED SHEAR WALL EDGE NAILING I-JOIST PER PLAN J l!Z DEN PLAN EXPIRES 12-31-15 (STAGGER BETWEEN TOP (STAGGER BETWEENPOP g EDGE NAILING DRAG JOIST/JOISTS PER —/fF PL's) i \ CONT DBL TOP PL PER % CONT DBL TOP PL PER i 2x DOUBLE TOP PL. \ WEB FILLER ON EA SIDE 5/S102 5/S102 I WALL SHEATHING JOIST PER PLANWEB STIFFENER(IF OF EA JOIST JOIST PER PLAN , SEE PLANS& HEADER WHERE APPLICABLE SIMPSON TOP FLANGE HEADER WHERE APPLICABLE 1 SCHEDULE REQUIRED)BY JOIST SIMPSON HANGER BY JOIST MANUF MANUF HANGER BY JOIST MANUF CONSULTANT: HANGERS BY JOIST a 2x STUDS @ 16"OC 2x6 STUDS @ 16"OC UNO ON i MANUF 2x6 STUDS @ 16 OC UNO ON PLANS 1 PLANS _v\___ 1 JOIST PERPENDICULAR TO WALL 2 JOIST PARALLEL TO WALL 3 JOIST BEARINIG WALL 4 JOIST TO BEAM 5� JOIST DRAG DETAIL SCALE: 1"=1' 0" SCALE: 1"=1' 0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" S500 15-T084 S500 / 15-T084 500 15 T084 5500 15 T084 S50� 15-T0844- FROELICH NOTE: ENGINEERS .S AT SIM CONDITION Portland: (503)624-7005 NO GYPCRETE. Bend: (541)383-1828 , Froelich-Engineers.com 2x6 STUDS @ PLYWOOD SHTH'G PER JOB#15-T084 16"OC�—`\i—c PLAN &SHEAR WALL CAD-5 SCHED I PLYWOOD SHEATHING PER PLYWOOD SHEATHING PER @ FLOOR EDGE NAILING 2x SOLE PL W/16d 6"OG PLANS&SHEAR WALL PLANS&SHEAR WALL PLYWOOD SHTH'G PER PLYWOOD SHTH'G PER STAGGERED UNO(SEE SHEAR SCHED SCHED 2x DECKING 2x4 STUDS @PLAN&SHEAR WALL 2x4 STUDS @ PLAN&SHEAR WALL TOP FLANGE HANGER BY WALL SCHED FOR SOLE PL SIZE PARTY WALL ` SCHED PARTY WALL "I ~ SCHED JOIST MANUF &ATTACHMENT) 2x SOLE PL W/(2) I 2x STUDS @ 16"OC 1 1Y2"GYPCRETE IF REQ'D BY 2x DECKING 16d @ 12"OC I IARCH DRAWINGS 2x SILL PL WI 16d @ 6" HORIZ STRAP ON FLOOR SHEAT Y2 1 'GYPCRETE PER 2x SOLE PL W/ 1fid OC MIN UNO ON FLOOR EDGE NAILING EDGE NAILING PER PLYWOOD FLOOR SHEATHING PER PLAN r r �: MI 2x SILL PL WI 16d @ 6" 10d @ 4"OC PLAN -4114 SHEAR WALL SCHED FLOOR EDGE NAILING SHEAR WALL SCHED @ 12"OC DBL 2x10 SCREWED OC MIN UNO ON INTO BLK'G � FLOOR EDGE NAILING FLOOR EDGE NAILINGhi . SHEAR WALL SCHED �XfXIXIXIXI 3 i FLOOR EDGE till TOGETHER W/(3)ROWS#12 "�*'�y ��w '!'•r' 1/ GYPCRETE PER ARCH ! NAILING SCREWS @ 12"OC Alill �;� E thid2x SILL PL iv DWGS.1Y"GYPCRETE1 'GYPCRETE 1Y?" GYPCRETE 1Yz"GYPCRETE PI=R ■Ir PER PLAN PER PLAN PER PLAN PLAN S CONT DBL TOP PLS 6"OC TO TOP PL's it:/ 2x4 BLK'GWI16d 7 �� a .11.. H :IL LSU210 FACE MOUNTED „ ,v ,v „, of ,r, Jd ,, ., m / //m m m /yr ,r/ /D 'v'. , 1.1 mom 0L4 ' ` > >,; �r „� „"7,;: .,d,,: .�r, 1151 2x DECK JOISTS HANGER \ SHEAR WALL EDGE L� / 0 46 I N—2x DECK JOIST PER WALL EDGE WALL EDGE NAILING REF PLANPROJECT NUMBER: 215079 EDGE NAILING PLAN Iii' II{ NAILING CONT DBL TOP PL'S NAILING 2x4 BLK'G 48" I-JOIST PER PLAN 2x BLKG W/16d TOE NAIILS CC • SIMPSON LUS210 TOP FACE MOUNT 7 @ 6"OC , i. NOTE: I HANGER INTO LEDGER @ SINGLE 3)16D � � @ SHEAR WALL LOCATIONS DO JOIST PER STUD Tigard Apartments NOT CUT PLYWOOD BEHIND �I • @ DBL JOIST USE SIMPSON U210-2 I-JOIST PER PLAN DECK BEAM CON'T DBL TOP PL's JOIST HANGER 2x6 STUDS @ FACE MOUNT HANGER W/ 10d x 1Y" 2x SOLID BLOCKING REF PLAN JOIST TO ALIGN W/ ' \\—HANGER BY JOIST 16"OC INTO LEDGER 24"OC STUDS MANUF (TYP) ��` 2x10 PT LEDGER W/1/2"DIAx5"LAGS @ 32" HANGER BYJOIST I 2x FLOOREJOIST @ 135th and Scholls Ferry, 2x4 STUDS @ PLYWOOD SHTH'G PER NOTE: OC INTO TOP PL's AND(3) 16d NAILS INTO 111 PARTY WALL PLAN&SHEAR WALL .0111 PLYWOOD SHTH'G PER @ SIM CONDITION I-JOIST EA STUD I 2x STUDS @ 16"OC Tigard, DR SCHED 2x4 STUDS @ PLAN&SHEAR WALL RUN PARALLEL TO WALL, PARTY WALL SCHED SEE DETAIL 2/S500 {jPERPENDICULAR TO PARTY WALL 7 JOIST PARALLEL TO PARTY WALL 8 DECK FRAMING TO EXTERIOR WALL 9 JOIST FRAMING 10 DECK FRAMING DETAIL JOIST E500 SCALE: 1"=1'-0" 5500 SCALE: 1"=1' 0" S500 SCALE: 1"=1' D" S500 SCALE: 1"=1' 0" S�QO SCALE: 1"=1' 0" 15 T084 15 T084 15 T084 15-TO 84 15-T084 14 PLYWOOD SHEATHING PER PLAN &SHEAR jli 2x6 STUD HOLLAND WALL SCHED PARTNER SHEARWALL EDGE I= �l NAILING GROUP 16d@3"flCIi 16d@3"OC 1111 Main St#500 2x12 LEDGER Vancouver, WA 98660 _ Phone: 360.649.7888 � �� Iiii I���7 I SIMPSON STRAP PER DBL TOP PL PER � � 4 PLYWOOD WALL — / KEYED NOTE DETAIL 515102 SHEATHING TO RUN SHEET TITLE: .._.\,/,_ k�„ ,s„_, CONT W/O INTERUPTIQN + GUARD RAIL SEE l 1 ,; MI1-41101""' FLOOR FRAMING ARCH DRAWINGS P�'—"'"—� _�i : � °. . °. . °. . °. — — - FILL THE GAP W/SINGLE 12"LONG i 16d @ 6"OC DRY SHIM GLUED TO BOTTOM OF DECKING PER SHEAR WALL All � LEDGER. NAIL SHIM TO LEDGER WI(2) DETAILS ARCH SHEATHING PER PLAN I /�..�I�iil I'i;t! 6d ON EACH SIDE OF STUD. SHEAR WALL EDGE NAILING EDGE NAILING TO (ONLY @ SHEAR SHEARWALL EDGE �I IIID► NAILING STUD TYP WALL LOCATIONS) I BEAM PER PLAN (2)ROWS 16d @ 6"OC (ONLY @ S NOTE: PERP SHEAR WALL LOCATIONS) 16d @ 3"OC I IF THIS IS PROCEDURE IS NOT DONE PROPERLY 1 1 iII PLYWOOD SHEATHING (SUCH AS THE USE OF MULTIPLE SHIMS. THE USE (2)2x6ZI. PER PLAN&SHEAR OF WET SHIM OR SHIMS NOT GLUED TO LEDGER) SHEAR WALL SHEATHING PER WALL SCHED COULD ALLOW THE SETTELEMENT OF BREEZEWAY 2x10 DECK PLAN &SHEAR WALL SCHED k FLOOR&CRACKING OF CONCRETE TOPPING JOISTS !f DECK BEAM PER f / 1 SIMPSON LUS210 FACE PLAN MOUNT HANGER WI Z MAX COATING TYPICAL PARTY WALL f 11- DECK FRAMING DETAIL (-12 SHEAR WALL SECTION 113 BEAM TO WALL 14 SHEAR WALL SECTION 15 NOT USED SCALE: 1"=1'-0" SCALE: 1"-=.1'-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" 5500 15-T084 500 15 TD84 500 15 T084 S500 15-T484 S500 1 5-T084 SIMPSON MST37 HORIZ. STRAP TIE TOP PL's ACROSS BEAM. STRAP IS TO SIDE OF TOP PL'S AT BACK OF BEAM OR IF NECESSARY STRAP CAN BE INSTALLED TO TOP OF TOP PL's PLYWOOD WALL 2x6 STUDS @PLYWOOD WALL 2x6 STUDS @ SHTH'G PER PLAN& 16"OC --`_--11r —�SHTH'G PER PLAN& MIIMMIMIEMMIMMIIiiiiiliMINMIMMIMI 16"OC SHEAR WALL SCHED SHEAR WALL SCHED GUARD RAIL PER @ SIM CONDITION EXTEND DRAWN BY: 2x SOLE PL W/16d @ 6" FLOOR EDGE NAILING "07"" ARCH DRAWINGS BEAM 6"LONGER TO BEAR FLOOR EDGE NAILING OC UNO ON SHEAR 2x SOLE PL W/ 16d ©6"OC UNO ON POST 6 WALL SCHED 10d @ 6"QC ON SHEAR WALL SCHED WOOD E 0 DBL TOP PL's DATE ISSUED: 12111!15 o PLYWOOD FLOOR SHTH'G PLYWOOD FLOOR SHTH'G BEAM it rIll ER PLAN EDGE NAILING EDGE NAILING I AND SCHEDULE SIMPSON HH FLOOR EDGE NAILING BEAM AT DECK RAIL i o 1Y"GYPCRETE 2"NORMAL WEIGHT 1Y"GYPCRETE PER 2"NORMAL WEIGHT HANGER AT END SEE ARCH CONCRETE SEE ARCH CONCRETE DECKING PER —WIII S 1c PER PLAN 1 DRAWINGS PLYWOOD PLAN DRAWINGS f PLYWOOD ARCH -� \\\ OF BEAM � � FLOOR • �;J FLOOR 1■ (2) 16d TOE NAILS ON � ��I�i ; SHEATHING l . .�4P`4SHEATHING o o I-- - - ., — ilill END OF BEAM2x6 KING STUDS W/ 6 S TOP FLANGE HANGER BY — 2x4 BLK'G W/16d @ 6"OC 2x4 BLK'G @ (2)ROWS OF 16d @ 6" JOIST MANUF INTO TOP PL's 24"OC2x4 LEDGER5 " / yH _l ` OC INTO BEAM (TYP) WI(2) 16d G I If III a PER STUD i I` 2x10 BLK'G WI 6"MIN BEARING PLYWOOD SHIM 2x FLOOR JOIST PER ,J 2x FLOOR JOIST PER A35 EA END AT a k PLAN PLAN POST UNO ON PLANS 111- -1I— AS REQ'D I-JOIST PER PLAN &SCHED —V Ill ✓ SIMPSON DTT2Z TENSION a 2x12 LET-IN LEDGER W/ SIMPSON LUS210 FACE MOUNT 2x12 LET-IN LEDGER W/ • SIMPSON LUS210 FACE MOUNT TIE W/Y2"DIA THRUBOLTS F (3)16d PER STUD DO NOT HANGER W/10d x 1Y"INTO LEDGER (3)16d PER STUD DO NOT HANGER W/10d x 1Y2'INTO LEDGER POST PER PLAN `1 — OVER CUT @ SINGLE JOIST OVER CUT(SEE DETAIL @ SINGLE JOIST AND SCHEDULE �� ��1,► ,, • @ DBL JOIST USE SIMPSON U210-2 15/S500) • @ DBL JOIST USE SIMPSON U210-2 ((2)2x MIN) MULTIPLE u, FACE MOUNT HANGER W/ 10d x 1Y2" FACE MOUNT HANGER W/10d x 1%2' �v� ^�� �'� 2x6 STUDS 2x6 STUDS @ INTO LEDGER r INTO LEDGER @ SIM CONDITION MOVE 16"OC 2x6 STUDS @ v & 16"OC POST IN 6"FROM END OF v WALL a E m 6' SHEET: S500 E 16 BREEZEWAY FRAMING TO WALL (-17 BREEZEWAY FRAMING TO WALL 18 GUARDRAIL SUPPORT DETAIL (-19 BEAM TO INTERIOR WALL 0� BEAM POCKET DETAIL LRS Architects,inc.() 0. SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" zois S500 15-T084 500 15-T084 S500 15-T084 550 15-T084 (2._ SQV 15-T084 a u T—/ @ SIM CONDITION LIMME IMMWS t EXTEND BEAM 6" FLOOR EDGE NAILING ' INTO WALL FROM END OF WALL z--BEAM PER PLAN �� 6x6 POST PER PLAN 6x6 POST PER PLAN- C H I T E C T S EXTEND STUDS SHEARWALL EDGE NOTE: 1 lit AS REQ'D AS REQ'D 720 NW Davis 503.221.1121 w3 NAILING IF SHEAR SEE DETAILS 6/S500&7/S500 TO TOP PL WALL ON THIS SIDE � FOR INFORMATION IN COMMON r i' Suite 300 503 2212077 OF PARTY WALL 1 Y2"GYPCRETE (5EE PLANS) I Portland OR 97209 www.lrsarchitects.corn PER PLAN , DBL TOP PL's SIMPSON BC46 POSTBASE WI ZMAX SIMPSON BC46 POSTBASE WI ZMAX :':y'. „ r COATING @N EXTERIOR DECK COATING @EXTERIOR DECK --r- �, T "` `� "' "' 1 (• 2)2x STUDS WI(2) CONDITION CONDITION R� C T +l 1._ _ _ l.�II SHEARWALL EDGE NAILING ONLY ROWS 16d @ 12"OC 0 S`C P �� — 1IF 2x BLOCKING I5 REQUIRED HEREjr FULL HEIGHT o ��D RpF�—' PLAN PER SHEARWALL EDGE Z O I — — 5 'I �5��/ �,INE �`st NAILING IF SHEAR 1 O WALL ON THIS SIDE g L — — BEAM PER PLAN BEAM PER PLAN Cs ti 11/9 a. 1547 `tet-OF PARTY WALLnFLOOR EDGE NAILING - -(5EE PLANS) a FACE NAIL(2) 16d @ 4"OC SHEARWALL EDGE NAILING IF a_ES OF BEAM PROVIDE 2x SOLID BLOCKING W/(2) SHEAR WALL ON THIS SIDE OF 1 S S u '� ' \\ ••' OREGON N A•;-7, 'ITHESAMESIDEOFTHEPARTYWALLAS PLYWOOD SHIMROWS OF 16d @ 6"OC INTO TOP PLATESPARTY WALL(SEE PLANS) ECC COLUMN CAP W/3/4"HERE IF PLYWOOD SHEARWALL IS ON DIA MB(STRAPS MAY BE ROTATED 1Y2 GYPCRETEPERPLAN THE LOWER FLOOR ELEVATION AT THE i - IF APPLICABLE) o o •o II III STEP(SEE PLANS) , d n „ y H,` S- �- - - I�ZDEAl`� I I 1%2"TYPICAL POST PER PLAN/END \ / / EXPIRES 12-31-15 PLYWOOD SHEATHING FOR ► ,--1--1--1—b5---T' OF WALL MULTIPLE STUDSill SHEARWALL ON ONE SIDE OF PARTY . - 111111. WALL ONLY. SEE PLANS AND SHEARWALL SCHEDULE FOR MORE I-JOIST PER PLAN SIMPSON PC COLUMN CAP @SIM CONDITION ONLY / SIMPSON EPC COLUMN CAP, INFORMATION. PROVIDE Z MAX COATING @ PROVIDE ZMAX COATING @ EXT �� —. EXT DECKS BEAM TO RUN PAST COL 8" DECKS (STRAPS MAY BE ROTATED IF CONSULTANT: SHEARWALL EDGE NAILING ONLY IF 11 ' APPLICABLE) EXTEND STUDS 2x BLOCKING IS REQUIRED HERE 1 NOTE: NOTE: II TO FOUNDATION (SEE PLANS) r PROVIDE 2x SOLID BLOCKING WI @ SIMILAR CONDITION @ SIMILAR CONDITION 114111 I/ 1 (2)ROWS OF 16d @ 6"OC INTO .�, @SIM CONDITION UPPER POST NOT POST-SEE PLAN UPPER POST NOT - POST-SEE PLAN TOP PLATES HERE IF PLYWOOD — PRESENT PRESENT MOVE POST IN 6" SHEARWALL IS ON THE SAME -- i --f--- FROM END OF WALL SIDE OF THE PARTY WALL AS THE ^ ^ HIGHER FLOOR ELEVATION AT 122 \ THE STEP (SEE PLANS) (----2; BEAM POCKET BEAM TO POST 24 BEAM TO POST 25 BEAM TO POST $ 5O� SCALE: 1"=1'-0" 55___1:::_1 SCALE: 1"=1'-0" �� I / SCALE: 1"=1'-0" S5015�1 SCALE: 1"=1'-0" S501 SCALE: 1"=1'-0" 15-T084 15-T084 15-T084 15-T084 15-T084 FROELICH ENGINEERS Portland: (503)624-7005 FLOOR EDGE NAILING Bend: Froelich-Engineers.com SHEARWALL EDGE NOTE: JOB#15-T084 NAILING IF SHEAR SEE DETAILS 615500&71S500 AD-5 WALL ON THIS SIDEFOR INFORMATION IN COMMON OF PARTY WALL 1 %2"GYPCRETE (SEE PLANS) SHEARWALL EDGE NAILING IF SHEAR WALL 2x STUD WALL T� PER PLAN PLYWOOD WALL SHEATHING Y ' ON THIS SIDE OF PARTY WALL (SEE PLANS) (3)2x STUDS REQ'D FOR HOLDOWN1111 , :.�; n REF SHEAR WALL SCHED FLOOR EDGE NAILING SISTERED TOGETH)=R WI(2) 16d @ SOLE PL WI 16d @ 6"OC UNO& PLYWOOD FLOOR I 4"OC ONE STUD TO THE OTHER. 2x6 STUDS I J� SIMPSON LTP4 AS REQ'D TO TOP FULL STUD HEIGHT S SHEATHING REF PLAN �� PLATES REF SHEAR WALL SCHED HOLDOWN PER PLAN AND F z 1%z'GYPCRETE IF SHORT WALL AS I HOLDOWN SCHED & •��: a EDGE NAILING , REQ'D BY ARCH DESCRIBED IN RFI 36 f PROVIDE 2x E3LK'G TOP AND FLOOR EDGE NAILING w a. ���� E!* � BOTTOM OF ACCESS PANEL f SHEARWALL EDGE NAILING IF �`�� � � -�"�� `', [ate �~°'141 lin CI SHEAR WALL ON THIS SIDE OF ► MI `- j►� NEW 2x6 STUDS W/ 2 �ylc:,�::���� PROVIDE 2x SOLID BLOCKING W/(2)ROWS OF ,..00000111111 co 1 ( ) �r-q� 16d @ 6"OC INTO TOP PLATES HERE IF PARTY WALL(SEE PLANS) ° ROWS OF 16d @ 4" OC FULL ��`"�:■4 PLYWOOD SHEARWALL IS ON THE SAME SIDE 1%"GYPCRETE PER PLAN STUD HEIGHT /i i EDGE NAIL PLYWOOD OF THE PARTY WALL AS THE LOWER FLOOR PLYWOOD SHEATHING PER SHEATHING TO STUDS AND 2x ELEVATION AT THE STEP (SEE PLANS) .„, „, ,,, (2) ROWS OF 16d @ 4" OC PLAN &SHEAR WALL BLK'G AROUND PANELS 8" PROJECT NUMBER: 215079 4., . ,,,, 0"' t ''', r FLOOR JOIST REF PLAN 1 SCHED EDGE NAIL PLYWOOD TO 1 PLYWOOD SHEATHING FOR SHEARWALL ON ONE SIDE OF PARTY S 11111 SIMPSON JB TOP I EACH OF THE (3)2x STUDS Tigard Apartments WALL ONLY. SEE PLANS AND FLANGE HANGER SHEARWALL SCHEDULE FOR MORE \- y EDGE NAIL TO 2x STUDS INFORMATION. i�. CONT DBL 2x TOP PL TYP 1 SHEARWALL EDGE NAILING ONLY IF I. ' REF DETAIL 5/S104 FOR SPLICE I 2x BLOCKING IS REQUIRED HERE I INFORMATION REMOVE (E) CUT UP PLYWOOD PLYWOOD SHEATHING PER TO THE STUDS ON EITHER 135th and Scholls Ferry, /I-JOIST PER PLAN 2x STUD WALL PLAN & SHEAR WALL (SEE PLANS) SCHED SIDE OF PANELS. REPLACE W/ Tigard, OR PROVIDE 2x SOLID BLOCKING WI(2)ROWS NEW PLYWOOD SHEATHING WI f OF 16d @ 6"OC INTO TOP PLATES HERE IF PROPERLY CUT 8" SQUARE PLYWOOD SHEARWALL IS ON THE SAME HOLES FOR PANELS SIDE OF THE PARTY WALL AS THE HIGHER FLOOR ELEVATION AT THE STEP (SEE PLANS) 26 27FLOOR JOIST PERPENDICULAR WITH WALL 28 HOLDOWN DETAIL 29 BLOCKOUTS AT SHEAR WALL S501 SCALE: 1"=1-0" .50..) SCALE: 1"=1'-0" 550 SCALE: 1"=1'-0" S501 SCALE: 1"=1'-D" 15-T084 15-T084 15 T084 15-T084 14 HOLLAND PARTNER GROUP 1111 Main St#500 Vancouver, WA 98660 Phone: 360.649.7888 SHEET TITLE: FLOOR FRAMING DETAILS DRAWN BY: DATE ISSUED: 12/11115 0 ,r> N coC a' N U 2 U to C 12 9 -i,.-) C co E t ra a.: cu e, i- •:r co P H N 14 a a: 8 E S501 a SHEET: E LRS Architects,Inc. s n 2015 N C a a. U I NOTE: WHERE DRAG TRUSS OCCURS @ PARTY • WALL USE BLK'S AS SHOWN IN DETAIL PLYWOOD ROOF 81S600. 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F /„/” .„ I \ , 16d TOENAILS @ 8” CLIP EA TRUSS •=�,% 5/S102 CEILING LINE , a 8d 6"OC _ 1 //° �' 2x BLK'G I X I OC&SIMPSON @ EXPIRES 12-31-15 @ -�- ,/./... / I / \ LTP4 @ 48"OC EDGE NAILING /' AT SIM CONDITION 16d AT SIM CONDITION ROOF TRUSS 2x4 @ 4'-0"OC W/(2) 16d NAILS TOENAILS @ 8"OC& L PER PLAN SIMPSON LTP4SIMPSON H2.5A CLIP @ DOUBLE TOP PL BALLOON FRAME @ EACH KICKER IF KICKER @ 48" AT EACH TRUSS HERE BEAM PER PLAN ► CONSULTANT: PLYWOOD WALL OC2STUDS 16° END WALL TO LENGTH EXCEEDS 6'-0" SHEATHING UNO PER 51S102 OC HERE CEILING LINE AT SIM CONDITION BEAM , RIDGE BLK'G IS LOCATED HERE P n 1 ROOF TRUSS TO WALL CONNECTION ROOF AT GABLE END RIDGE 4 ROOF TRUSS TO BEAM ROOF OVERFRAMlNG SCALE: 1"=1'-0" SCALE: 1"=t-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" ,,, 560 15-1084 S600 15-T084 5600 15-T084 S600 15-T084 5600 15-T084 ;T 2x6 TOP CHORD SHEAR LOAD=200 PLF =VI 9, 6•111491 ,'IN ' „_ �� EDGE NAILING � � � � L I C H 2x4 BLK'G W1 16d d E ortGnd.N0 E6E ROS TOE NAILS @ 6"OC `/44.- �\°�` ( ) 4...., ''',..„..% INTO TOP CHORD „/ � � �, PLYWOOD ROOF Bend: (541)383 182$ „// \4\\ SHEATHING PER Froelich Engineers.com PLYWOOD ROOF SHEATHING PLYWOOD EDGE NAILING /„/' "�\q PLAN _� SEE PLANS FOR DETAILS JOB#15-T084//, �\ CAD-5 \ 2x BLOCKING @ 24"00(ONE .-1ROOF SHEATHING BAY EA SIDE) v�'� • PER PLAN �� OTERSROOF USS BY A - A PLYWOOD EDGE NAILING ROOF EDGE TRUSS MANUF TO DESIGN ALL DRAG NAILING STRUT TRUSSES FOR THE FOLLOWING: 1. SHEAR LOADS OF 2000#UNO ON ROOF SHEATHING /� RIDGE TRUSS AT CL OF WALL WI PRE-MANUF ` 2x10 LEDGER WI(4) PLANS. SEE PLANS /`1 SIMPSON A35©24”OC TO CAP 16d @ EA TRUSS SIMPSON STRAP PER DBL TOP PL PER 2.TRUSS TO COLLECT SHEAR LOADS N PLATE DESIGN TRUSS FOR 200 PLF SIMPSON A35 @ ROOF TRUSS 1Y2”SHAPED BLK'G _Ir ;' KEYED NOTE 7 1 DETAIL 51S102 /---DRAG TRUSS TO AND TRANSFER TO BOTTOM CORD �/ 2x4 BLK'G 24"00 BETWEEN TRUSSES DTII SIMPSON LUS 1, / BEAR ON SHEAR THROUGH WEB MEMBERS. „� •=� « HANGER — Wat � 0 0 0 0 - - - $- - -9- -cam- e- ALL 3.TOP AND BOTTOM CORDS TO HAVE CAPACITY OF TRANSFERRING ! 2x10 RIPPED TO FIT CAP PLATE 2x BLK'G BETWEEN TRUSSES SHEAR LOAD THROUGH SPLICES I PRE-MANUF WI 16d ©6"OC TO EA WALL WI 16d @ 6"OC TO BEAM 16d TOE NAILS @ 8" SHEAR WALL ROOF TRUSS OC 4. EDGE NAIL SHEATHING. .._.- _ _ ir II. TO DRAG STRUTS EDGE NAILING a 1111111E1 PROJECT NUMBER: 215079 TRUSS BLOCKING PANELS BY 11 TRUSS MANUF j 411 \\\\,_ TRUSS BY OTHERS � BEAM PER PLAN <-,�I 2x BLOCKING @ 24"DC(ONE I___ WI SIMPSON H2.5A CLIP Ti and Apartments /� BAY EACH SIDE) 11 SIMPSON H2.5A ANCHOR© a EACH TRUSS BEAM PER PLAN PER PLAN4x6 POST_ 16d @ 8"OC TYP ROOF TRUSS RAFTER SIMPSON LTP4 @ 24"OC MIN A III W/SIMPSON H2.5A flimadigi UNO ON THE SHEAR WALL SHEAR WALL WALL SHEATHING SCHEDULE (RIM JOIST CONN EDGE NAILING I SEE SHEAR WALL SIMPSON H2.5 ANCHOR @ PLYWOOD SHT'G PER PLAN & i135th andc o S Ferry, SHEAR WALL SCHED Ii Tigard, OR SCHEDULE TO DOUBLE TOP PL) L EACH TRUSS P CONT DOUBLE TOP PL. _ 2x STUDS @ 16"DC SEE DETAIL 515102 FOR 2x4 STUD WALL SHEAT ��__-_.:` WALL SCHEDULE SPLICE (----6--- 1 DRAG TRUSS TO SHEAR WALL BELOW BEAM @ SIM COND $ TRUSSES AT PARTYWALL 9 RAFTER TO TRUSS 10 BEAM TO WALL SCALE: 1"=1'-0" 2x STUDS© 16"00 TYP SCALE: 1"=1'-0" SCALE: 1"=1`-0" SCALE: 1"=t-0" __60_0,) 15-1084 5600 151084 0� 15-T084 S600 15-T084 7 SCISSOR TRUSS TO WALL SCALE S4 600 : 1"=1-0" 14 15-T08 ROOF SHT'G PER PLAN ROOF EDGE NAILING 8d@6"OC PLYWOOD SHTH'G /49''', HOLLAND WALL SHT'G PER PLAN cL WALL SHEATHING .rte— PARTNER PROVIDE DRAG TRUSS o_ 2x STUDS © 16"OC UNO GROUP (DESIGN FOR 260 PLF w ROOF SHEATHING PLYWOOD ROOF7 SHEAR)ON THIS SIDE OF -,/,______ c SHEATHING 1111 Main St#500 WALL IF SHEARWALL ON EDGE NAILING r. ROOF EDGE ROOF 8d NAILS @ 6"OC (EDGE 7 ROOF JOIST Vancouver, WA 98660 THIS SIDE OF PARTY WALL , , NAILING SHEATHING PER PLAN NAILING) PER PLAN 16d TOENAILS @ 8"OC-1 EDGE NAIL Phone: 360.649.7888 PROVIDE VERTS @ 24"OC IN "' "' NI EA TRUSS �I"� 2x BLOCKING WITH 16d ROOF SHEATHING PER 2x SHAPED CONT BLOCKING W/16d 2x4 OUTLOOKERS @ ROOF SHT'G PER PLAN 2x CONT PL W/(2) 16d TOE NAILS ©8"OC -N� TOE NAILS @ 6"DC TO N. 48"OC PLAN 2x6 LEDGER W/(3) 16d PER CDNT DOUBLE 2x TOP / NAILS @ 16"OC TO DBL ,T1 VERT �"� PLATE SHEET TITLE: �tl� 0,0.000° JOIST , ;; , 8d@6"DC ROOF FRAMING �' ii... ROOF JOIST PER PLAN i 1 I& DETAILS " CONT 2x LET IN 16d @ 16"OC TOE NAIL t�P AN PER / OUTLOOKERS .rte, ___ SIMPSONI. H2.5 @ EA JOIST EACH RAFTER CLIP AT SIMPSON LTP4 @ 32"OC TYP ROOF SIMPSON LTP4 @ 48"OCF 2x RAFTER PER UNO ON SHEAR WLLTRUSS PLAN GIRDER TRUSS ROOF JOIST SCHEDULE "EDGE NAILING"SEE CONTINUOUS DOUBLE PER PLAN SIMPSON LTP4 @ 32"DC UNO SHEAR WALL 2x TOP PLATE SHEAR WALL NAILING S PER PLAN ///-SIMPSON SHEARWALL SCHED 6x BEAM PER SCHEDULE) CONT DBL TOP PL PROVIDE DRAG TRUSS f . 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TRUSS REF PLAN 2x4 BLKG W/(3)16d WEBS @ 24"OC RZ DEA - � PER VERT WEB � HANGER BY TRUSS MANUF , rrmrr_ ■ 2x6 LEDGER W/ ! \ EXPIRES 12-31-15 SIMPSON H2.5A CLIP SIMPSON ECC COLUMN CAP (4) 16d PER TRUSS VERT SIMPSON H2.5A CLIP TRUSS PER PLAN TRUSS REF FLAN 2x8 LEDGER W/(4)16d PER PER TRUSS I PER TRUSS Y TRUSS VERT& 114"DIA x 3" a, @ 6"OC INTO ! 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SHEATHING 2x BLKG REF PLAN E-DNN, 5602 33 I` PLYWOOD ROOF `�� ROOF EDGE ROOF 1 �fi01 �� NAILING GE f i f � 8d 6”OC s NAILING ` 7� I i SHEATHING 1111 �� 5600 5600 �2I 5. I (-4---*\ s til. TRUSS BLKG �� SHAPED TRUSS I � BLKG II — I ) ii — / GIRDER TRUSS 1 I TRUSS !I I I ��� 2x6 BLKG W/(2) 1. 111111././. j J 1 I BEAM PER ROWS 16d @ ]Y \ / PLAN I I V� • 12"OC —�/— - BEAM PER PROJECT NUMBER: 215079 TRUSS REF PLAN 16d TOE NAIL 5..... E Pte" ''1 @8' OC i' SIMPSON H2.5A I CLIP AT EACH • I Tigard Apartments E TRUSS *(---1-"N\ I . TRUSS REF PLAN E 5400 `�. BEAM REF PLAN -. \-- TRUSSES PER \---1.1.! -- PLAN GIRDER TRUSS TRUSSES PER PLAN 135thand cos Ferry, PER PLAN f r:` 1 LAA Z = Tigard, OR HANGER BY �� ff -_ --- - - -- i - _—.E I TRUSS MANUF TRUSS PER PLAN I i 1 ANGER BY TRUSS MANUF \ j 26 TRUSS TO GIRDER TRUSS 27 TRUSS TO TRUSS DETAIL 28" TRUSS TO BEAM DETAIL r29- BUILDING SECTION 30-- BUILDING SECTION 4SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: 1"=1' 0" SCALE: 3/16"=1.-0" } SCALE: 311fi"=1'-0" S601 15-T084 S601 15-T084 S60'I 15 T084 5601 15 T084 5601 15-T084 ROOF EDGE411 NAILING r' 4 14 PLYWOOD ROOF „�,,--..'- / — I SHEATHING „• I � • l •N „i"�„i"- ' — I @ SIM COND II (37 12"OVER WALL HOLLAND EXTEND TRUSS WALL SHEATHING PER PLAN $ Sfi01 ` - PARTNER GABLE END GIRDER TRUSS j /PERPNW/VERTS @ 24” ROOF SHEATHING PER PLAN OC MAX.-ALIGN W/ I I 7 I \ GROUP s TRUSSES 1 S600 \ 1111 Main St#500 ROOF SHEATHING ROOF SHEATHING 2x FLAT BLKG @ 48"OG W1 Sd r-- ( �` DRAG TRUSS PER PLAN Vancouver, WA 98660 PER PLAN „/' '+a PER PLAN NAILS @ 4”OC SHAPED TRUSS BLKG(DESIGN �r I , , \ / y S FOR 200 plf)W!16d TOE NAILS 1 \ Phone: 360.649.788$ "�I/ ,f`" ! CONT 2x NAILING @ 8"OC&SIMPSON LTP4 @ 48" I i I ,--------------::>--- i X /,,/ �'a„a `�'/-=�� 5'! I� OC UNO ON SHEAR WALL ,/ �,a L.�i BAND BY TRUSS SCHED I SIMPSON HTS20 TWIST STRAP SHEET TITLE: „/„/ a°a,, ti A MANUF :6202 �1DBL TOP PL 4 . . ,� ��, ROOF FRAMING Illiellef IIIIIIIIN” 2x LEDGER W/16d I 1 r NAILS @6"OC&(2)16d • f NAILS TO VERTS 5600 I • - - DETAILS GABLE END GIRDER TRUSS I PER PLAN W/VERTS @ 24" ___::________r5 :- ~'i ii I I ` - DRAG TRUSS @ SIM OC MAX. r .�r --- i e �� COND TRUSS PER SIMPSON H2.5A I' li! I I • EQUAL EQUAL /CLIP @ EA TRUSS ' PLAN ) • . CONT DBL TOP PL'S HANG DRAG TRUSS �, I WALL SHEATHING j I FROM GIRDER PER PLANS& TRUSS @ SIM MANUF TRUSS PER PLAN. MANUF TRUSS PER PLAN. PRE-MANUF TRUSSES @ SHEAR WALL � _ 2x STUDS @ 16”OC COND ONLY TRUSS HANGER PER MANUF TRUSS HANGER PER MANUF 24"OC-TYP SCHED i - ---,/'-•- --0-- • 1 ' (3)2x6 STUDS �_ — �� — ------. MIN 31 TRUSS AT RIDGE GABLE END TRUSS TO LOWER ROOF SHEATHING 33� TRUSS BLOCKING TO SHEAR WALL CONNECTION ' ' Ll/ 34 BUILDING SECTION (-35- DRAG TRUSS TO DBL TOP PLATE SCALE: 1"=1'-0" SCALE: 1"=1' 0" SCALE: 1"=1'-0" SCALE: 3116"=1'-0" SCALE: 1"=1'-0" 5601 15-T084 (-32-. 60� 15-T084 S60"I J .mili"-i.-0" 15 T084 5601 15-T064 ROOF ROOF EDGE OVERFRAMING NAILING EDGE/"/ NAILING SEE DETAIL /„/'` 5/56.00 ROOF EDGE ' PLYWOOD ROOF NAILING ROOF SHEATHING /,,/' PLYWOOD ROOF SHEATHING SHEATHING REF PLAN /'' ROOF EDGE NAILING 112”PLYWOOD /'� TRUSSES TO ALIGN W/INSIDEAl - --- �� PLYWOOD R10iQG �_�' SHEATHING REF PLAN i"/ FACE OF WALLS 2x4 FLAT BLKG /'� ry ai r� ui rir ry rn fir rir r. ar !V ur /7 7lJ rd lv i, ' 2x SHAPED BLKG I ., % SHAPED TRUSS BLKG(DESIGN FOR 200 pli�WI 16d TOE-NAILS @ B"OC& , ROOF EDGE DRAWN BY: SIMPSON LTP4 @ 48"OC UNO ON ROOF EDGE 8d @ 6"OC �_ NAILING PROVIDE VERTICAL WEBS SHEAR WALL SCHED NAILING 3 @ 24"OC IN EA TRUSS S 2x12 FLAT W!(3)16d NAILS RbOF SHEATHING �� DATE ISSUED: 12111115 TO EACH TRUSS REF PLAN 2x4 BLKG E I� -` ' JOIST PER PLAN 0,, —0—* -,-L —: its 2x6 BLKG WI A35 Q ` �, ! q TRUSS TOP CHORD /� • ` CLIPS @ 12"OG TO TRUSSES PER ` � TOP PLATES LI 16d TOENAILS PLAN Abl; 8d 6"OC �` 1'�-�. TRUSS 11 PER PLANirk S 70 (2)16d TOENAILS ►,! @ 5 PER BLOCK @ 8"OC p ! /'� - 2 SIMPSON H2.5A CLIP r '`. c @ EA TRUSS PLYWOOD WALL ��, / 10,-. :y I SHEATHING �_ :: 2x4BLKG@48"OC CONT 2x6 DBL TOP L SIMPSON LTP4 @ 32"OC UNO ON PL i• a, SHEAR WALL SCHED TRUSS PER PLAN TRUSS REF PLAN -c TRUSS PER ROOF TRUSS ¢ CONT DBL TOP PL'S @ PLAN PER PLAN ` @ 2x4 LEDGER W/ WALL EDGE NAILING 2x6 STUDS 16"OC r_ 2x4 BLKG W!16d 6"OC -P WALL SHEATHING PER PLAN �_ ., (3)16d INTO VERT LEG OF SIMPSON H2.5A CLIPS F 2x STUDS @ 16"OC 2x6 PLATE W/#10 PLYWOOD WALL SHEATHING PER SCREWS @ 6"OC IF'd'IS GREATER TRUSS o PLAN -- THAN 3"PROVIDE SIMPSON H2.5A ,�, - m 2x4 PLATE UNDER -�,�— "' 8d @ 6"OC HEEL OF JOIST AS @ EA TRUSS ` 2x STUDS @ 16"OC a � 1"GAP UNO ON ARCH DWGS SHOWN 1 rilBEAM PER PLAN S601 E 01 SHEET: 36� DRAG TRUSS TO SHEAR WALL ROOF TO BEAM CONNECTION BEAM PER PLAN 38 DORMER SHEATHING AT TRANSITION 39 ROOF TRUSS TO BEAM 4 tis Architects,Inc.© E. "_ '_ " SCALE: 112"=1'-0" SCALE: 1"=1'-0" SCALE: 1/2"=1'-0" TRUSS TO WALL DETAIL 2015 `-' S60:, SCALE: 1"=V-0"0 (-37-. 60'f / S601 S601 "_ , n 15-T084 15-T084 15-T084 15-T084 , C6Q 1 , SCALE: 1 -1 -0 15-7084 PLYWOOD ROOF SIMP H8(TRUSS TQOC TUgDX) ROOF SHEATHING REF PLAN v 1'-0"MAX ROOF EDGE NAILING SHEATHING y u �� �_ 2x6 OUTLOOKERS ROOF EDGE X ��� @ 24"OC NAILING 16d @ 6"OC TO CONT Am.., 16d BLOCKING /e 2x BLOCKING ROOF EDGE NAILING BETWEEN STUDS EQ EQ 2x6 TOP CHORD a 8d @ 6"OC 2x4 FLAT BLKG BETWEEN ARCHITECTS —" - \ ROOF SHEATHING LET-IN 2x6 112"APA RATED SHEATHING • �` PER PLAN LET-IN —v—Mt — TRUSSES 2x SHAPED BLKG Wl Bd NAILS @ 6"OC EDGES PLYWOOD ROOF 720 NW Davis 503221.1121 �3 WI 16d TOENAILS @ 2xCONT BLOCKING WI — �" 12"DC FIELD4,110, ROOF SHEATHING SHEATHING PER PLAN 8"OC INTO TOP (2)-16d NAILS @ EACH \„\ 8c1@ 6 OC REF PLAN ��� Suite 300 503 221.2077 '.: CHORD 8d @ 6"OC STUD ROOF EDGE NAILING ���� Portland OR 97209 www.lrsarchitects.com I, 2x6 STUDS @ 16"OC DRAG TRUSS SIMPSON HTS20 4. �, y u � � �, ROOF EDGE "r TWIST STRAP "� 16d@6' OC UCTU y NAILING �2 `� TOP CHORD TO 2x6 rCR ��Q / 2x6 BLKG BETWEEN PLYWOOD ROOF ® 2x6 BLKG BETWEEN BLKG&TO TRUSS VERTICALE — LS S ��D PROF TRUSS VERTS SHEATHINGEMMO S 'SS- 44.,„ (74,,`" ��G NE 4, rp\■`� TRUSS VERTICALS S�,WALL SHEATHING PER PLANai+i......� 154 i / IIIIN 2x BLK'G Wi 16d :. GABLE END TRUSS Wl1�r' @ 6 OC 2x6 MIN CONT LEDGER W/(3)---- ,,,,,,,,,.,,i...: SIMPSON STRAP VERTICALS @ 24"DC WOREG 16d NAILS @ EA STUDMANUF TRUSS PER PLAN GIRDER TRUSS PERPER PLAN. ■ STUD WALL DBL TOP PL _ MIN ON1 PLAN �!j �. ��s°' �" 't1 • � 25 � EXPIRES 12-31-15 TRUSS HANGER INSTALLATION: PER MANUF ROOF TRUSS PER PLAN O NAIL Y2'STRAP TO TOP OF DBL TOP PLATE PRIOR TO 16d @ 6"OC FA SIMPSON H2.5AEA TRUSS , _74 INSTALLATION OF ROOF TRUSSES. TRUSS TO TRUSS @ ' X te °2\rINSTALL DRAG TRUSS. CONSULTANT: BEAM PER PLAN 7 RR 7 TRUSS PER PLAN 1 \.-TRUSS PER PLAN Q NAIL OTHER HALF OF STRAP TO BOTTOM OF DRAG TRUSS. A HANGER BYTRUSS TRUSS REF PLAN 41 ROOF TRUSS CONNECTION AT ROOF STEP / 42 \ ROOF TRUSS TO BALLOON FRAME WALL DRAG TRUSS TO DBL TOP PLATE 44 VIEWTITLE TRUSS MANUF REF PLAN45� TRUSS TO BEAMSCALE: 1"-1' 0" SCALE: 1"=1'-0" SCALE: 1"=10SCALE: 1"=1'-0" SCALE; 1"=1' 0" S602 15 T084 15 T084 C43--- 60� 15 T084 S602 15-T084 5602 1 15 TO84 Y ' ROOF SHEATHING REF PLAN ROOF OVERFRAMING ROOF EDGE NAILING FISCELlCH WALL EDGE ENGINEERS R NAILING ROOF SHEATHING SEEPortland: (503)624-7005 ROOF SHEATHING PLANS FOR DETAILS Bend: (541)383-1828 Iw SIMPSON JB REF PLAN ,u ,. —.I TOP FLANGE ROOF TRUSSES I 1 l HANGER Sib,�, 7REFPLAN2x BLOCKING 48"OC 1 roe is CAD-5 ers.com iNI "'4ROOF EDGE @ h SOB#15-T084 �llibi �� I 1 NAILING __. ROOF " SHEATHING REF PLAN S S r ' TRUSS BLKG (DESIGNED FOR 2x8 RAFTER 260 PLF) REF PLAN (4) 16d TOE-NAILS 6 SIMPSON LTP4 BLKG TO TOP PL'S 2x6 BLKG ( @ 24"OC TRUSS ROWS 16d @ 6"OCC 2x8 LEDGER BLKG TO BEAM W/(5) 16d PER _ — TRUSS • VERTICAL li.1 g v 2x BLOCKING @ 48"OC V PROJECT NUMBER: 215079 1 la WALL EDGE TRUSS REF PLAN TRUSS REF PLAN TRUSS REF PLAN NAILING REF Tigard Apartments PLANS & SIMPSON H2.5A WALL SHEATHING , PARTITION WALL SHEAR WALL CLIP AT EACH SEE DRAWINGS SIMPSON H2.5A SCHEDULE TRUSS CLIP PER TRUSS ��� 2x STUDS @ 16"OC ,/ ��. BEAM REF PLAN 1 35th and Scholls Ferry, 2x6 STUDS 1/2" PLYWOOD Tigard, OR @ 16"OC SHEATHING (46RAFTER TO TRUSS DETAIL 47 TRUSS TO BEAM 48 60_2 SCALE: 1"=1'-0" S602 SCALE: 1"=1'-0" S602 SCALE: 1"=1'-0" 15 T084 15 T084 15-1084 14 HOLLAND PARTNER GROUP 1111 Main St#500 Vancouver, WA 98660 Phone: 360.649.7888 SHEET TITLE: ROOF FRAMING DETAILS DRAWN BY: DATE ISSUED: 12/11115 a) . _ N O 0) (I co C 0 a m m ') 2 0 C c S 0 I C E C fi a a a `m Q+ b v C 0 H 0 L m a E a S602 C.3 SHEET: 0 0, E LRS Architects,Inc.CD 0. 2015 Q r 3