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Plans (59) 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: ` ► 1° il f COMMUNITY BUILDING f CODE 41 � � ilt , BUILDING CODE AREA CALCULATIONS di> , � ► ' ' ANALYSIS I + � � re•� � '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 D 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"o.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 DRAWINGS.SEE _ //1/ I.,. ASTM D3498. WOOD SHEATHING FOR SHEAR) WRB BELOW FOR NAILING I � ���+ � r/� " /III BASED ON UL U344(ATTACH WOOD 0-1 RAINSCREEN DRAINAGE SOUND DEADENING PADV' z SHTG PER STRUCT SHEAR WALL • SYSTEM R-38 TENTED SCHED, INCLUDE 2 X 6 STUD @16" :'• METAL LATH INSULATION OVER i v -- OC,EXTERIOR SIDING SYSTEM ADDED) ftra :01 MORTAR SCREEN '�r 516"GYPSUM BOARD (SEE GENERAL WALL TYPE NOTES) •.' ' .'all A- - PIPING PREFAB FLOOR OP.ROOF N :. irr //rr 0E il// -: rrti {LOAD BEARING) 1 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 STRUCT110.1 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 ?� still tailr side of wall with 6d cement coated steel box nails spaced 12"o.c. along interior studs and 6"o.c. perimeter of panels. LOAD-BEARING :"f'jl`.4ftAi;11�/ �yit�fil���r l�t�l+t�l�tjtl� j �1��,1'/'I�1L�,'�� ��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 secured to studs with 5/8"long steel staples spaced nom 12"o.c. One layer 5/8"gypsum wallboard applied 11111111141Pli horizontally or vertically.Attach to 2x4 wood studs,through plywood sheathing with 8d coated nails 2 3/8"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 XripTFopIll il long,0.0915"shank, 1/4" heads. When used in widths other than 48"wallboard to be installed horizontally. Joints II FOR LOCATIONS. SEE GYPSUM BOARD If ,,, 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) IlIIC 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) - �' 5/8"GYPSUM BOARD TYPE X II BASED ON GA FILE NO. _ :`� :. ...< .. :. Iii:'I WP3370 UL 81319 4, UL U305) `7 ---'- -.-'- iris 't `- r` (WOOD SHEATHING ADDED, �_ WHERE OCCURS, ATTACH n OCWCURS. 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* Irt 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 SHEETTTLE: Fire resistive rating per 721.6 ' `' 5/8"GYPSUM BOARD TYPE X WALL ► e III ill111! 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"o.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 ,4 , �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 SLAB ON GRADE A T APARTMENT TMENT LIVING SPACE One layer 518"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 12111!15 Joints staggered rn 47 CONCRETE SLAB PER e STRUCTURAL F4 a mU 4 a 5/8"GYPSUM BOARD e p d . 5_ _ VAPOR BARRIER s AT COMMUNITY BUILDING _ _ �� R-21 BATT INSULATIONa } �� / �O� ° tiA ileywaNON RATED EXTERIOR WALL WITH "„..,..) ( WOOD 5TUD5 @16 O.C. WOOD SHEATHING FOR SHEAR)a 40 C � ft 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: co SCALE: 7 1/2"= V-0"0" SCALE: 1 1/2"= V-0'`0" SCALE: SCALE: 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 ; ' 0 It °? _____..--- „„------'5°' o ' aa' 3 4-i o N ZONING: R-25 --"”` ,-� �,„,.---" �" r p an •TOTAL LOT AREA 455.420 SF(10.455 AC) -"' Q O cn LOCATION 1S133AC 14500 +- PROPOSED DENSITY 240 UNITS ""� 03 � y 1''/ -"'ry _ C ... ----- ✓ y_ a SITE PARKING STATISTICS1.al. .....„---- ,.., ...,----------••• ----- ..,....._---- „.„.,.,,„, ,, 4-_- U VEHICLE PARKING STALLS •�— y ..,''''''''ry„ ' �'" " ' y °� j con N 0 REGULAR 18.5'X8.5'STALL WITH 28'DRIVE AISLE: 144 ,„.• ' `"� // REGULAR 18.5'X10.0'STALL WITH 24 DRIVE AISLE: 27 -" W �" " � N„" � ` -' COMPACT 18.5'X7.5'STALL WITH 28'DRIVE AISLE: 61 .0�I "` ...---�' �_.---•”- '- ...M "` --�' -10 I . ADA ACCESSIBLE STALL: 8(8 REQUIRED) I --- --` '" - �Y'-'� .: '" • ,.x, Yti. .:. _ I --- ----- ' GARAGE STANDARD STALL: 70 .� .- - „ � ' GARAGE ADA ACCESSIBLE STALL: 4(4 REQUIRED) •I h. �� ,..,..-• ' ; °' ,,,,� • ..'.„,- :111. 1:\- 1:- _I• • .k-D....-1.:\ _ . I „iti, CARPORT ADA ACCESBLE STALL: 5(5 REQUIRED) u ' _ . TOTAL VEHICLE STALLS: 412 STALLS �I - ”. X' -----"-'' � • "� / ' \ BIKE PARKING STALLS -.. N ' ' ,..�`^''M ' 1 ,"„• „ .. " - �, _ __/"s�� �` . I O „ ,- „ i 4-p N _ H 74 STALLS `,' ' ' `: -P�.� ,.- --- • li — ' a, o COMMUNITY BUILDING 8 STALLS �`„-- Y h 14.0 RIGHT OUT ` _ o F J-„""� '' � 31 1= " " „ ��''" •_ 4, 4-'3'32 - ` . � '`- • Z `' `� O RESIDENTIAL BUILDINGS 40 STALLS .____,---•'-''' , LS:F IR E 25A' s $ �,.�""' «� _ 56g�� ; ; - I OIwo II,.-...10. / I X' a C�7 r ._ TOTAL BIKE STALLS: 122 STALLS ..„.„-------10.,---,-,...->`,„„----- �+ ..� pP P",..;.--- �,,�.-" -';,A _ _ ' �'' ..r•.`°�" a� `C '4-, "� s" • '° ''" - -''� * ".�I • ,e.'-` f . ,a, I. +��� d �— *OS �,.. � �� x 14.4-' ,/` k'� f / \ „ ---- `-RIGHT IN `'% �� /%I °! .I I T ,y ..4--. ' : ' _.. .. .-:.-.--•, --•,......------;r-----'1,..--''''' „' '^" .� 1100" �� • ' -.-" .:.-.•.' Jam,•.,-•°'` � ,: ,.,-"" /..�� �' •� `� �' � �•� '` �� `�+ , i` \ /, -- -� -' i-'' �,-- Q j sii, '''''''°''' ''''': 11 1 11 f �_- "„- „ • F''''''''40 /i ' • 30.0' ENTRANCE 51 1 •_� 1 �i ����� ' ' �.: ' ' /� I �'£ r, .' ;� �� ..• w - % DRIVEWAY . �', \ �.� Q��� r / ' = - '� �• X117.0 PROP. 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V _1 • _ � � � ? � ._:...,• � _— z-�_-F�. _ _ ;..:• y��;.,,.•. � _.. I� - � �— Z. GAS LINE > 0� 0 ;:li Et. � CJ • ' e�. � I -- �,�w`. 1` _ .�_ y •,� . a, • s•• ' _ � U I -•-..--_ _,„,.,,,,.,, i .� I , I — I . EX. OVERHEAD WIRE O — l • Ell • II �� l l 1.1 . / �: � \::\.. { In "� 1-.1,'::!:\::11'.1.'. , . co . L I E EX. CONCRETE SURFACE I ti . L • Y 4 I I EX. SANITARY SEWER MANHOLE 1 € :i EXISTING 1, • - • ; I I 1 EX. STORM DRAIN MANHOLE i 60.0'ROW II. . k U ) at E- - E. ,.........=:'1 EX. CATCH BASIN 37.5'HALFROW . . � 15 ❑ a o • - EX. CURB INLET il; • ,,,,,,,,,,,,,,,:::.:,..„:„.,,,,,,,,,,,,,,,,,,,••:.: I- I a — I ; I 1..,...;:..°t __T_„r_: a: _ �... L I - EX. DITCH INLET • ' Ili PROPOSED . ] I \ �' I ` EX. FIRE HYDRANT 67.5' ROW ■ • ,•,% I I t11LLLtflLL- :> I�.c - c c i _cc c I c c c - €• I I C - _JE ' j • - WATER VALVE o a I . / 5.0 PUBLIC V�,w FE SEU ENT I w ✓ � I I 1 EX. STREET LIGHT(COBRA ARM) T ; r ' 4 M ss a,!, ::Mo', iii - / / �:,'' t......,. — ", C!3 x cQ w° - EX. UTILITY POLE w T -1 f I ET T � I E ; 1 1 1 1 ! [ 1 1 1 1 / • — __ _ ��, � 11 •� � Milli 'I i i I I { :. Ex. TRAFFIC SIGNAL POLE ,;, f-Ji rL ��`, a_:. I I• ..L. - EXSIGNPOST • Iii • III,' 20.0 SETBACK I - �L - l .k, EX. WATER METER BOX - ELV— I I } Il ti z �( I PROPOSED CURB l 1is f 24.0' Eco I . -_-. L'_ N • izi1 - PROPOSED RETAINING WALL I L7 1 - I I I - PROPOSED BUILDING 1 1 n a n n o - PROPOSED FENCE , p ,,,, --c° - T j I ��ED PROFFS l j . in � [- r I PROPOSED CONCRETE L.L 0. lEn O 1 t 24.0'ENTRANCE : 1__.� Cr L — w 3 u, 1 _ -- !ii��i� �'� DRIVEWAY _�'�� "•••+•••••••••••♦ © 3 .� .�i��r - ° - -- . � .:: � : �_ .•••••••••••••••••• • •••••••� •••1 PROPOSED WATER 1 D ' >Oj 1 `' ...•............... 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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 . i: -°"! 1 � \. c1 a , ovo •40..: . 4 ,441011, Wok 'Ci -e 50 ,140::: 10- . ' 4 ogrjr,1$44 $0 . _ 40,4 , k , L . A 401104,41 .' 1 ----I -a--I eito to 1 n 41%4—I I ; I CO do + . I T l �jT - N. Arro Amok* 4.145•001 : `, ,7\ . ‹ I # co r 1 I 1 — I`I Rt. ffftt /�^ •`.440'S "311$` + r•s• i 1 *4•114/411,."�`ir. , IIP. a ��1rmi I I1417;011141;1610040714:114:411p;11.4' T M1 1{n ► � 1p;1 1Ar: wr ,44%.,01„ I I /! ` ,\ -71 tR' �:c .`,�! o�r i� _ 1 * w �//i +�� ► • ;\ {lam \ " m parr . .. d I \ .s— �� `��. q w • EXPANSION -- +1► r • ' ��� • o EXPANSION ' .�1�4�,,,,. ,+ M4' ;., I . i H a I JOINT „`'' , .`, , 1 - +44, . , ,4", ,, ' I - , , i_ 1 ,_ H 1 - _€ rr , •. i _ JOINT r " �,r , ( I I { ��� 1j )>----,_-_-A-,;.A. \\ A it ,-,,,, , 16. 10 RISER STAIR SECTION AND HANDRAIL ELEV 18. 11 RISER STAIR SECTION AND HANDRAIL ELEV SHEET: A105 20. EXTERIOR CONCRETE STAIR TREAD DETAIL LRS Architects,Inc.©2015 4 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SCALE: 3"=1'-0" .n 0 i - INTERIOR EXTERIOR ' - EXTERIOR s,,,, ._.___ \/,; SIDING-SEE ELEVATIONS -.,:. C j>---<-- 1 WRB FMF-LAP OVER FLASHING,TYP 1. 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- - - - - r N. - - r '� N. 1O THROUGH WALL AC UNIT 40 o Q � 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 Wm �/ 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 L - - _ _ J I , CLEARANCE BETWEEN ALL mr REF I - I HIGHER OF RIM OR OPPOSING BASE CABINETS, 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 0WALL 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 .,. DWI 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 02x6 - - 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 ( I0 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 ��_ ____& -- --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"=V-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,