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Plans (74) 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