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Plans (75) 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 � R 4 2 x 4 5 112"STUD 5 112" i 1 plywood or oriented strand board(OSB per PS1, PS2,or APA Standard PRP-108. Installed with long dimension of 6. REFER TO CODE ANALYSIS PLANS FOR IBC DESIGNATION OF FIRE RESISTIVE WALLS WITH OPENING 6 2 x 6 7 114"STUD 7" ' I sheet stren th axis)or facegrain of plywood parallel with studs. Vertical joints centered on studs,and staggered one PROTECTION. SEE MECHANICAL DRAWINGS FOR DUCT OPENING PROTECTION. SEE DOOR AND WINDOW OTHER SEE WALL TYPE - - '(� �+ ( g p 99 SCHEDULES FOR PROTECTED DOOR AND WINDOW OPENINGS AT DESIGNATED LOCATIONS. r� 3540 ' 8 2 x 8 z-.,:....;•• .,. .. _ stud space from wallboard joints. horizontal joints backed with nom 2 x 4 wood backing.Attached to studs on exterior DANIEL C.PURGIEL 0 OTHER.SEE WALL TYPE VAPOR BARRIER MAXIMUM 1 side of wall with 6d cement coated steel box nails spaced 12"o.c. along interior studs and 6"a.c. perimeter of panels. 7. ALL WALLS EXCEPT AREA SEPARATION WALLS EXTEND FROM FLOOR SHEATHING TO WITHIN 3/8"OF BOTTOM PERM -1114 3 1/2"thick foil faced glass fiber baits.Supplied in rolls 23"wide. Density to be nom. .07 pcf placed in stud cavity and OF ROOF TRUSS UNLESS OTHERWISE NOTED ON DRAWINGS. SEE STRUCTURAL DRAWINGS FOR 518"GYP B D *� e e.,-. k� secured to studs with 518"long steel staples spaced nom 12"o.c. One layer 5/8"gypsum wallboard applied ATTACHMENT REQUIREMENTS. AREA SEPARATION WALL TYPE(WHERE OCCURS)EXTENDS FROM TOP OF • iii FIRE RESISTANCE RATING . - WALL STUD&FINISH HEIGHT NON RATED ROOF-CEILING A SSEMBL Y horizontally or vertically.Attach to 2x4 wood studs,through plywood sheathing with 8d coated nails 2 3/8"long, FOOTING TO UNDERSIDE OF ROOF SHEATHING. FOR AREA SEPARATION LOCATIONS,SEE PLANS, PORTLAND,OREGON .}. N NON RATED E EXTERIOR. SEE SECTIONS 0.113"shank, 9/32"heads,7"o.c.along studs and at perimeter of panels. When used in widths other than 48" FOUNDATION PLAN,ATTIC PLAN AND ASSOCIATED DETAILS. � Q ' 1 1 HOUR X SHAFT. SEE SECTIONS wallboard to be installed horizontally. Joints exposed or covered with tape compound. One layer 518"gypsum 17' Q 2 2 HOUR S STRUCTURE wallboard applied horizontally or vertically.Attach to 2x4 wood studs or blocking at 7"o.c.with 6d coated nails 1 7/8" 8. SEE SPECIFICATIONS FOR APPLICATION OF FINISH REQUIREMENTS. 3 3 HOUR C TO CEILING long,0.0915"shank, 114" heads. When used in widths other than 48"wallboard to be installed horizontally. Joints 4 4 HOUR P PARTIAL. SEE PLANS exposed or covered with tape compound. 9. WALL TYPES STATED"AS BASED ON"A LISTED ASSEMBLY, VARY IN RESPECT TO STUD SIZE AND/OR ADDING SPRINKLER PIPING,WHERE EXTRA ELEMENTS TO THE ASSEMBLY. NO ACTUAL LISTED ASSEMBLY EXISTS FOR THAT EXACT WALL TYPE. PROVIDE R-21 BATT INSULATION OCCURS THE ASSUMPTION FOR FIRE RESISTANCE IS THE SAME AS THE LISTED ASSEMBLY BASED ON HARMATHY'S ©3RD FLOOR BREEZEWAY FIRE ENDURANCE RULES 2 AND 5 AS STATED IN 1997 ICBO UNIFORM CODE FOR BUILDING CONSERVATION CEILING UNDER PIPING AND ONECLASS B ROOFING SYSTEM 518"GYPSUM BOARD PAGE 84. "THE FIRE ENDURANCE DOES NOT DECREASE WITH THE ADDITION OF LAYERS... THE FIRE ISULTANT: BAY TO EITHER SIDE OF PIPING ENDURANCE OF A CONSTRUCTION CANNOT BE INCREASED BY INCREASING THE THICKNESS OF A 48/24 TONGUE AND GROOVE SPAN RATED UNDERLAYMENT VAPOR RETARDER COMPLETELY ENCLOSED AIR LAYER... IF THE THICKNESS OF THE AIR LAYER IS LARGER THAN ABOUT 112" THE 1 1/2"CEMENTITIOUS R'JI 2 6T AT APARTMENT IA I R-21 BATT INSULATION HEAT TRANSFER THROUGH THE AIR LAYER DEPENDS ONLY ON THE BOUNDING SURFACES,AND IS SHEATHING(EXPOSURE 1), NAILED AND UNDERLAYMENT ON WOOD ``�7 WOOD SHEATHING SEE N P �_ , PRACTICALLY INDEPENDENT OF THE DISTANCE BETWEEN THEM.' THESE WALLS CAN ALSO BE SHOWN TO F'1 GLUED TO THE TJI JOISTS WITH SHEATHING. STRUCT DRAWINGSIPIP �i SHEATHING PER MEET THE REQUIRED FIRE RESISTIVE RATING BY THE CALCULATION METHOD PER SECTION 721, IBC CONSTRUCTION ADHESIVE CONFORMING TO STRUCTURAL NON RATED EXTERIOR(WALL WITH "/ STANDARD 7-7 IF REQUESTED. ::� SEE STRUCTURAL DRAWINGSASTM D3498. .SEE !Ji //1/ 4.774-1+ WOOD SHEATHING FOR SHEAR) WRB BASED ON UL U344(ATTACH WOOD 0-1 RAINSCREEN DRAINAGE SOUNDDEADENINGPADV' z SHTG PER STRUCT SHEAR WALL • SYSTEM METAL LATH INSULATION OVER -- OC,EXTEREOR SIDING SYSTEM ADDED) ftra :01 MORTAR SCREEN '�r 516"GYPSUM BOARD (SEE GENERAL WALL TYPE NOTES) •.' ' .'all A- - PIPING PREFAB FLOOR OP.ROOF N :. 111 11 I) /II! -: fits {LOAD BEARING) fill/ TRUSS OR WOOD JOIST. SEE :::j '-� :::` WOOD STUDS @16"0 C. i_\ L STRUCT. DRAWINGS = WOOD STUDS @16"O.C. NON RATED INTERIOR WALL _::�' �� BASED ON 1 HOUR WALL GA FILE NO ::A 518"GYPSUM BOARD ,� / SIMULATED STONE VENEER :_.' i / WP 3514 (ATTACH SHTG PER STRUCT TJI JOISTS WITH WOOD SHEATHING FOR SHEAR)Nom 15/32"thick,4'wide APA rated sheathing 32/16. Exposure 1, grade SHEAR WALL SCHED WHERE plywood or oriented strand board(OSB per PS1, PS2, or APA Standard PRP-108. Installed with long dimension of APPLICABLE, INCLUDE 2 X 6 STUD) / sheet(strength axis)or face grain of plywood parallel with studs.Vertical joints centered on studs,and staggered one (SEE GENERAL WALL TYPE NOTES) stud space from wallboard joints. horizontal joints backed with nom 2 x 4 wood backing.Attached to studs on exterior STC 35 TO 39 ?� attatIrpj, sideof wall with 6d cement coated steel box nails spaced 12"o.c. along interior studs and 6"o.c. perimeter of panels. LOAD-BEARING :"ftif.ittA;11�/ �y l�lil it l�t�l+t�l�tjl�l� j �1�t,1'1'I�1L�,'�� ��I ��`I��'/�1 _��-Il_f- 3 112"thick foil faced glass fiber baits.Supplied in rolls 23"wide. Density to be nom. .07 pcf placed in stud cavity and \.�1��1secured to studs with 5/8"long steel staples spaced nom 12"o.c. One layer 5/8"gypsum wallboard applied 11i 1111horizontally or vertically.Attach to 2x4 wood studs,through plywood sheathing with 8d coated nails 2 318"long, 0.113"shank, 9132"heads, 7"o.c.along studs and at perimeter of panels. When Fr;ild.0 in widths other than 48" RESILIENT FURRING Se WOOD SHEATHING WHERE wallboard to be installed horizontally. Joints exposed or covered with tape compoOne layer 518"gypsum �t� CHANNELS AT 16"OC(24"OC. wallboard applied horizontally or. vertically.Attach to x4 woad studs not: blocking a .c.with 6d coated nails 1 718" OCCURS. SEE FLOOR PLANS IF JOISTS ARE 16"OC) -- (2)LAYERS 518"TYPE Xrip , long,0.0915"shank, 114" heads. When used in widths other than 48"wallboard to be installed horizontally. Joints II FOR LOCATIONS. SEE GYPSUM BOARD llimprpfri , ,,, exposed or covered with tape compound. I1I�1STRUCTURAL DRAWINGS .r FOR TYPE AND NAILING 1 HR RATED FLOOR-CEILING ASSEMBLY J J TRUSS JOIST PROPRIOTORY SYSTEM GYPSUM WALLBOARD,WOOD STUDS One layer 5/8"type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 2 x 4 wood NON RATED ROOF-CEILING ASSEMBLY GYPSIfM BOARD SOFF TI studs 16"o.c.with 1 114"Type W drywall screws 12"o.c. BASED ON TJI ASSEMBLY B 4- N E AT GARAGES I11I Joints staggered 16"on opposite sides. (LOAD-BEARING) STC 58 WITHOUT INSULATION (BREEZEWAYS) IlllC 50(a) NON RATED EXTERIOR WALL AT III WOOD STUDS @16"O.C. PROJECT NUMBER 215079 ARMSTRONG VIOS/ARMSTRONG CAMBRAY SHEET VINYL. GARAGES SHEATHING PER (a)REQUIRES 2 LAYERS 5/8"THICK TYPE X GYPSUM BOARD WITH MINIMUM 3 1/2" I411111WRBCTURAL THICK GLASS FIBER INSULATION OR GLASS FIBER INSULATION RATED R-30 OR - CLASS B ROOFING SYSTEMA RTigard Apartments 11 LESS. UNDERLAYMENT I;I 8" 41. R // WOOD SHEATHING SEE t EXTERIOR SIDING SYSTEM FIREBLOCKING @ 10'OC `� STRUCT DRAWINGS I SEE EXTERIOR ELEVATIONS - MAXIMUM :.::: . , . 5!8"GYPSUM BOARD TYPE X 135th and Scholls Ferry, • TERRA-SHIELD WC 100 OR I I FOR TYPE 1 - ::. -STAGGERED 2X4 WOOD Tigard, OR 1 HOUR RATED EXTERIOR WALL AT EQUAL WATERPROOFING AT t ALL OTHER BUILDINGS "°' Z"' "" "' GARAGES iii:.: GYPSUM BOARD TYPE'X' 1 HOUR PARTY WALL ,l'-.71411"-- STUDS @16"O.C.WI 2 1/2"CONCRETE TAPERING I (1/2 HOUR REQUIRED • �` HORIZONTAL BRACING AT TO 2"AT BREEZEWAYS. SEE 1:':. ;_ MID HEIGHT F2 WALL SECTIONS. Z,•: PER 709. EXCEPTION 2) III - �' 5!8"GYPSUM BOARD TYPE X BASED ON GA FILE NO. _ :`- :. ...< .. :. Iii:'I WP3370 UL 81319 4, UL U305) `7 ---'- -.-'- iris 't `- r` WOOD SHEATHING ADDED, �_ WHERE OCCURS, ATTACH n OCCURS. SEE LOORD SHEATHING HP WHERE SHTG PER STRUCT SHEAR • FOR LOCATIONS.SEE / / / / / / 11 RAFTER BEYOND WALL SCHED, INSULATION / WOOD JOIST @ 16"00 INGS ADDED)(SEE GENERAL WALL TYPICAL }ARTY WALL FOR TYPE AND STRUCTURAL TYNAILING NOTE )STC 56 " MINIMUM, SEE STRUCT NON RATED ROOF-CEILING ASSEMBLY ONPE OWENSSCORNING(BASED DRAWINGS11* 14 FIBERGLASS OCF 448 FOR / / / SHEATHING PER _ 4 STRUCTURAL SOUND)LOAD-BEARING ` >< _� - 1 • . :....• : .....r. :. . .. . . : ......... BOARD TYPE XWOOD STUD PLUMBING 51s"GYPSUM ` 2X6 HOLLAND - STANDING SEAM METAL 1 HOUR EXTERIOR WALL BASED ON ;:; :, 2 .;. WALL ROOFING SYSTEM GA FILE NO.WP 8105(ATTACH WOOD :.:_ WRB •• :., PARTNER • 5/8"EXTERIOR GYPSUM SIDING ABOVE :; ` ENCLOSUREATH OR OWER SHTG PER STRUCT SHEAR WALL 'I .� SCHED, INCLUDE 2 X 6 STUD @16" GROUP BOARD SOFFIT UNDERLAYMENT 2 z OC,EXTERIOR SIDING SYSTEM ADDED) ;.I ;= WOOD SHEATHING SEE // (SEE GENERAL WALL TYPE NOTES) \\ STRUCT DRAWINGS (LOAD-BEARING) 1111 Main St#500 1 HR RATED FLOOR CEILING ASSEMBLY A T R Vancouver, WA 98660 518"GYPSUM BOARD TYPE X Phone: 360.649.7888 A BREEZEWAYS (1/2 HOUR REQUIRED, �2„� PARTY WALL AT PLUMBING SHEET TTLE: Fire resistive rating per 721.6 ' `' 518"GYPSUM BOARD TYPE X WALL ► e III All! WALL TYPES, 5/8"gypsum wallboard 30min(table 721.6.2(1) at //` ::: 'Wood floorjnists at 16"oc None for I-foists(table 721.8.2(2) 1 WORD STUDS @16"O.C. GYPSUM WALLBOARD,WOOD STUDS ARCHITECTURAL 3i�t" I ood floor no s ecified cha ter 7 One layer 5/8"type Xgypsum wallboard orgypsum veneer base appliedparallel or at right angles to each side of double row of 2 plywood sheathing rating p perP YYp pP 9 9 . total rating 30 min(30 min requried) SHEATHING PER x 4 wood studs 16"o.c.on separate plates 1"apart with 6d coated nails, 1 7/8"long,0.0915"shank, 1/4"heads, 7"o.c. RAFTER PERINFORMATION Alilliiir STRUCTURAL STRUCTURAL WRB Joints staggered 16"on opposite sides. Horizontal bracing required at mid-height. (LOAD-BEARING) 15 MIL POLYETHYLENE ,Pyr SHEETING MATERIAL OVER CEMENTITOUS SOFFIT BOARD • THE ENTIRE FLOOR AREA, NON RATED ROOF-CEILING A SSEMBL Y SHEETING AT LEAST 12". CMU BELOW, LAP SEPARATE SECTIONS OF • / WHERE OCCURS CONCRETE SLAB PER BELOW,WHERE F3 STRUCTURAL OCCURS Ai Gr a GYPSUM WALLBOARD, GYPSUM SHEATHING, WOOD STUDS a a d EXTERIOR SIDE:One layer 48"wide 5/8"type X gypsum sheathing applied parallel to 2 x4 wood studs 24"c.c. with 13/4"galvanized roofing nails 4"o.c.at vertical joints and 7"o.c. 1 - 8" _ I' 4 CLASS B ROOFING SYSTEM at intermediate studs and top and bottom plates.Joints of gypsum sheathing may be left T Z.L . p- j goo r i7°� /o Z untreated. Exterior cladding to be attached through sheathing to studs. 1 HOUR INTERIOR WALL . /°.•.i °1�Ii ..° ,. Id1�% C -- UNDERLAYMENT SHOWERS AGAINST PARTY �Oj�•Oa , �1Vri ?.o, " 4.v '•� v 5/8"WATER RESISTANT • R 1/ WOOD SHEATHING SEE INTERIOR SIDE;One layer 5/8"type X gypsum wallboard, water-resistant gypsum backing WALL(1/2 HOUR REQUIRED III GYPSUM BOARD TYPE X \./ / \/. \\/ / �/\ STRUCT DRAWINGS board, or gypsum veneer base applied parallel or at right angles to studs with 6d coated PER 709. EXCEPTION 2) ;�q� 01 5/8"GYPSUM BOARD TYPE X \ \ \ \ GAS PERMEABLE MATERIAL: nails, 17/8"long, 0.0915"shank, 1/4"heads, 7"o.c. (LOAD-BEARING) ,•: °' BASED ON GA FILE NO.WP 3370 I \ \ \ \ \ \ SEE RADON MITIGATION FOR 11 ,44- , �I „ < \ /MORE INFORMATION (UL R1319 4, UL U305)(GYP BD •;.�)II 2X4 WOOD STUDS @16 O.C. / LAYER ADDED, INSULATION ��:; W/ HORIZONTAL BRACING \ \ \ \ \ \ \ ADpED){SEE SGENERAL WALL TYPE �� AT MID HEIGHT • /\ /\ �\ /\ /\ /\ // NOTES)STC 59(BASED ON OCF 5/8'GYPSUM BOARD TYPE X -L-------._ . PREFAB FLOOR OR ROOF ORD--BEAR/ G UND) a, TRUSS OR WOOD JOIST. SEE STRUCT. DRAWINGS GYPSUM WALLBOARD,WOOD STUDS o SLAB ON GRADE A T APARTMENT LIVING SPACE One layer 5/8"type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of double row of 2 SEE RADON MITIGATION DRAWINGS FOR MORE INFORMATION Z x 4 wood studs 16"o.c.on separate plates 1"apart with 6d coated nails, 1 718"long, 0.0915"shank, 114"heads, 7"o.c. DfAWNi.lrf: ---- r c) 16"on opposite sides. Horizontal bracing required at mid-height. (LOAD-BEARING) o 0 BATE ISSUES 12/11115 Joints staggered m 47 CONCRETE SLAB PER e STRUCTURAL F4 a mU 4 a 5/8"GYPSUM BOARD c p d . 5_ _ VAPOR BARRIER s AT COMMUNITY BUILDING _ _ �� R-21 BATT INSULATIONa } �� / �O� ° / ileywa NON RATED EXTERIOR WALL WITH " „..,..) 'Jd �� °I• . °� /4 . r/1♦ �� / ( ,I WOOD 5TUD5 @16 O.C. 1 WOOD SHEATHING FOR SHEAR) ��a �`!° ♦ �°�,��� ���40� ad . lin Ctfil �� IP eilligieW a \�� \�� \�/ ��\ �. BASED ON UL U344(ATTACH WOOD OIL I / STRUCTURAL SHEATHING PER SHTG PER STRUCT SHEAR WALL o, \ /\ \ \ SCHED, INCLUDE 2 X 6 STUD @16" WRB / ` , / / CEMENTITOUS SOFFIT BOARD OC,EXTERIOR SIDING SYSTEM ADDED) _ �� / (SEE GENERAL WALL TYPE NOTES) :: I~� �\ \ \ \ \ \ \ NON RATED ROOF-CEILING ASSEMBLY A T (LOAD-BEARING) :I I �' SEE EXTER SIDINGELEVATIONS b \ \\ \\ \\ \\ \\ \\ \, COMMUNITY BUILDINGo IFOR TYPE Q SLAB ON GRADE 8 n E cc, A005 m E 1. FLOOR-CEILING ASSEMBLIES 2. ROOF-CEILING ASSEMBLIES 3. EXTERIOR WALL TYPES 4. INTERIOR WALL & PARTITION TYPES SHEET: SCALE: 7 1/2"= 1'0" SCALE: 1 1/2"= 1'0" SCALE: SCALE:co QRS/1rr-hrtects.Jnc.a 2095 0 - 0 E a 0) ---------------_ _ _ n: GENERAL NOTES i" ' " • 11812.3.2 SUBFLOOR PREPARATION.A LAYER OF GAS PERMEABLE MATERIAL SHALL BE PLACED UNDER ALLA........%=,. .::::.:; : .:"?-‘,T. ' ''',...i.:, `-:'' 'f:7'r;: :'-. ":!.'..z.::. ‘,, . 1 NIMEREMill IREMON9 . 4' I." •• I L TS • -. . . _ .....!,.,., ,••,.:-;.:-:.:.....;.":...-- ,•!.:„.:--,• It., ..k'..',.--7,-',..,--.:•::-..:,.:,,,,,.:%:7::.-::,,,?: j Tj 008 Suite 3DC# 5032212077 ❑ s .----_ _ f •• � t �` Ahr„: . Pow OR 1!t+ww.l�.ccx t I ! f - ;' jr 1812,3.3 SOIL-GAS-RETARDER,A MINIMUM 6-MIL(0.15 MM)[OR 3-MIL(0.075 MM)CROSS-LAMINATED] POLYETHYLENE /1'°' ..':::'*1-: f r; . 1411W1 { ` I • • OR EQUIVALENT FLEXIBLE SHEETING MATERIAL SHALL BE PLACED ON TOP OF THE GAS PERMEABLE LAYER PRIOR \._ :` _ ANY _ _-v , : TO CASTING THE SLAB OR PLACING THE FLOOR ASSEMBLY TO SERVE ASA TAR ER BY BRIDGING IN _ ... .. -... - .. w -.,-.... ..-:-aha.._.....--'----^-,^.I<_.... „-._-�=.5" .,.-..,i..1...x.'-- _�-.+rte :....,,� _... r�" Y.-�-'- .w T-_ .�_ .�::' :;.~'-'-- ,. _,- . . -. RA K THAT E I .-... .._:- :-- -, . . `: r C C S D VELOP N THE SLAB OR FLOOR ASSEMBLY AND T00 PREVENT CONCRETE FROM ENTERING THE --6: r' �� VOID SPACES IN THE AGGREGATE BASE MATERIAL.THE SHEETING SHALL COVER THE ENTIRE FLOOR AREA WITH { 1 • SEPARATE SECTIONS OF SHEETING LAPPED AT LEAST 12 INCHES(305 MM).THE SHEETING SHALL FIT CLOSELY -- i ! 4. - :,;,.,.11151 ALL PUNCTURES OR TEARS IN THE 3540 1--nI I , ": I � _ / dainglir MATERIALSHALLBE WIREEALEED OR COVERED WITHADDITIONAL SHEETING.NGDANK=L C.PURGIEI. -' • y / / ,, I I ;` I 1812.3.4-1 FLOOR OPENINGS. OPENINGS AROUND BATHTUBS SHOWERS WATER CLOSETS PIPES WIRES OR OTHER { '� I jiIiItrti 1 Allhhhk-:. • I .., :•.•,v:.:,.;'.:,..-,,;_', Alikkhl 1 ..:. .,,,, eir7 C.,.F 44227Mili ,.•. :. ,/ ( < ,., sffm : ., 1812.3.4.2 CONCRETE JOINTS ALL CONTROL JOINTS, ISOLATION JOINTS, CONSTRUCTION JOINTS AND ANY OTHER �' 00 [ 1 I - .7,:. :r '`' / JOINTS IN CONCRETE SLABSOR BETWEEN SLABSAND FOUNDATION WALLSWITH [µ"] L [ 1 L lei&1 SEALANT.GAPS AND JOINTS SHALL BE CLEARED OF LOOSE MATERIAL AND FILLED WITH EPOLYURETHANE CAULK OR •C",, ''' - OTHER ELASTOMERIC SEALANT APPLIED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS Y q RISER TERMINATION. MINIMUM 6" 1812.3.4.8 DUCTS. DUCTWORK PASSING THROUGH OR BENEATH A SLAB SHALL BE OF SEAMLESS MATERIAL UNLESS I RISER TERMINATION. MINIMUM 6" ABOVE THE ROOF AND AT LEAST 10' THE AIR-HANDLING SYSTEM IS DESIGNED TO MAINTAIN CONTINUOUS POSITIVE PRESSURE WITHIN SUCH DUCTING. CONSULTANT: ABOVE THE ROOF AND AT LEAST 10' FROM ANY OPERABLE OPENINGS JOINTS IN SUCH DUCTWORK SHALL BE SEALED TO PREVENT AIR LEAKAGE. FROM ANY OPERABLE OPENINGS OR AIR INTAKE,TYPICAL OR AIR INTAKE,TYPICAL 1812.3.7.1 LOCATION. ONE SUBSLAB SOIL EXHAUST SYSTEM DUCTS SHALL BE INSTALLED FOR EVERY 2,000 SQUARE FEET OR PORTION THEREOF OF BUILDING SUBSLAB OR CRAWL SPACE AREA SERVED. 17. BUILDING Al - RADON MI TIGA TION SYSTEM AT ROOF 9. BUILDING A2 — RADON MI TIGA TION S YS TEM AT ROOF 1812.3.7,2 MATERIALS. SSESD MATERIAL SHALL BE AIR DUCT MATERIAL LISTED AND LABELED TO THE REQUIREMENTS OF UL 181 FOR CLASS 0 AIR DUCTS, OR ANY OF THE FOLLOWING PIPING MATERIALS THAT COMPLY SCALE- 1/16"= 1r-0" SCALE. 1/16"- 1'-0" WITH THE PLUMBING CODE AS BUILDING SANITARY DRAINAGE AND VENT PIPE: CAST IRON; GALVANIZED STEEL; BRASS OR COPPER PIPE; COPPER TUBE OF A WEIGHT NOT LESS THAN THAT OF COPPER DRAINAGE TUBE,TYPE DWV;AND PLASTIC PIPING. 1812.3.7.6 IDENTIFICATION.ALL EXPOSED AND VISIBLE INTERIOR SSESDS SHALL BE PERMANENTLY IDENTIFIED WITH AT LEAST ONE LABEL ON EACH FLOOR AND IN ACCESSIBLE ATTICS.THE LABEL SHALL BE BY MEANS OF A TAG, STENCIL OR OTHER APPROVED MARKING WHICH STATES: "RADON REDUCTION SYSTEM." rini"--T.;:: 1 ; ; i , � i -. .„..._______ .._..._.. ... 1 If17"; ,______., I DEPRESSURIZATION SYSTEM,AN ELECTRICAL CIRCUIT TERMINATED IN AN APPROVED BOX SHALL BEINSTALLED ,, „ 1812 3 9 POWER SOURCE.TO PROVIDE FOR FUTURE INSTALLATION OF AN ACTIVE SUB MEMBRA r_______ter 't-J -- I ! €; — �. ,_�� �� —�_� 1, i - i DURING CONSTRUCTION W THE ATTIC OR OTHER ANTICIPATED LOCATION OF VENT PIPE FANS.AN ELECTRICAL MN 1 ` I �A_.c ,i-.-.--.-.- ». id III-I �� f S ....,.., I_� T- 1 I i_ _..r:c` Ili x �..._ 1;: - T. :..: : :3 SUPPLY SHALL ALSO BE ACCESSIBLE IN ANTICIPATED LOCATIONS OF SYSTEM FAILURE ALARMS. 1000 �m__ '1I IiI I '! i II \ t_._,3II i __ u �r € 1 _- / ,� - 111 — — �.._....-_ 1 r _ ::: 1 --\ I _..!r� - i {r 'r ( k..,, f L.........::.::: ` l r ^ / IL---,,,_ r--' 1t 4........ c i 1 1 ll .,,___, —.-._ 1,1 r_! I li it IL li r I ���' if, !�J'i ' ,10-3 l I- l ... - 41. \ !� — I - \ _ i ii !:-J ( k I i[ 1LL !— \ I II I �,� 11 �' • 1)- I. III r i �' — ia—� ✓ C L ► t_E , qs r a I I Ae+r- . r • I � if i I' I I I. I C 1 L__ , ' < UI !� r.�.��l _€ r� 2�:,, I _.._. ,' r, El , Il.. * -._ ,..r►�"' tir E � � \ i I 1�1--- [—Eh 1 I_ i I I-..T -- ---K--1., -��I >�.s — — — r ( !r Ilr i i `f w ,w, ifV:K)•11 :1 , , i I '., .l i '{R:f' I (# i d .I i i....l eg3� [-Ili •� —I ._ I s .e EI ......� �..' '- :I I ,_- I' ` `I7 f t -a---- , -- --i, r ® � - 7 ,..„...„ ' '� 3�a • 1,1 \fi { lik ,21 „1-,4----r----„,1 ! �. � 2 ---,-'---' 1 r-�=n- � L.- L.1 i-. F, it , n G rt Y •r � i: .. -...-- � L �'' .. --i--� --iriL7: � --- A 1 i 3.. ,n11 --,..7 i IL � fT J r ... 11 r /- < SI , - I J� �iil � iI ' �-.-� t •I _ _ i ! I! r '' i iitIN I, iIit li ! 1 i 1 i li ; Ii iI ,i.!' !`II 1 t 1 _; 1 1I I, !I {1 li PROJECTYHYI � Z15G79I.-._..... i. . - 1 --_ -, --._-_""- 1 -_ -- _ - ] . — Jam----- i1,--1 i ji 1,-\\ • '7 1,, A 1 . I : :7"it ,r-c H » . V . _ . L- - Tigard partm encs SCHEDULE 40 VENT RISER SCHEDULE 40 VENT RISER \ / LOCATION: 3"OR 4"DIAMETER ABS LOCATION: 3"OR 4"DIAMETER ABS OR PVC PLASTIC PIPE OR PVC PLASTIC PIPE,TYPICAL 135th and Scholls Ferry, Tigard, OR 18. BUILDING Al — RADON MITIGATION SYSTEM AT SECOND AND THIRD FLOOR 14. BUILDING A2 — RADON MITIGATION SYSTEM AT SECOND AND THIRD FLOOR SCALE. 1/16" = 1'-0" SCALE. 1/16"- 1'-0" r 7 I -a. . . . ti J ig ,-:::".7 £a LE .--Ix 37E m a. :: 3 ! ._.__._... '----- r..._-.<... ... 1 i 1--N \,,, ": 14 .1 7:1'11 r.. -...-.-..-a:....:. .:....-Y., h� _.....---.------_11-1—' --i vs-_?......._ .. --- ,..-- :7 :.:.a..----"-- .__.-._ew.,....a r....t ----- —t: ..^•-- ....--..'.5. .._.-�_-.----....;... ... i-r .d----� � I iI _ I �::: �.::.::r � H O L L A N D I !* itII li I ......... I i1F I I� lii! j- �✓ (IIl, I �� 1 ! �:: li Iit ! !I �\ PARTNER I'i I ! G 1L �� r I : �I'I _ ry '` I _ �, i~, i �! 1l.:= GROUP Fr I f - �1. l ! ---- Ire I �� ._-..I �1IL � iI.3 I 1 `1 iJ 1131 Main St#500 c 1' ii I 1I f !II Vancouver, WA 98660 II 1I 1 a ! E1 Ilj — € EI i _. 'i J I II -. I _, �:. . 1 I �[ ^!-- z - — I T. JJ( Phone: 360.649.7888 tI , I II L� � y II L.r.,. I + ! n.� , I ! i' �� i I \!I — im � 1 I� ..� � -.�! � I ;�— iL��1 I 1 L -r - I,'r---- �I� ', , [� � 1 � � � - `� �il� -- �I . — !, �.J --�- •�-' I I lJ -Q,, ,�I -�' �-, � ' �7t �J ! i �- — .: I iIj Ems. K.F ��_ !I 1Q1,k: —, 11 I I ISI Irl I r � ii � A '� Jj 1� i! �� I �� :i IE�ii ` --'�' ",�' � -i,;; ' € E 1 i � .- `� 1Ili � I i I° i j I' I II = .II ''�I, _... :EI I ; I••, ..,; I I [_'1 E EI 4/ } ! ' s t� i E ( i G iif I I! �. ' ,�, I :.;::mf 1t ! [ .=_:J II-I- -1 �; ,� .;, E ---1 j 1 i SHEET TITLE: I �..iaJ -�_.--� C�. i �i _ I � l i I �1 �. _ � � �' 11 i_. � � � -::.�'' v. L� - (�. I .. � -_ � J � � _.. -'i7-� �.. -��-.:. :.::-i�—!� .3J � .._�f} � 1r `-- .•.....,.�..3� � `;il� �� �1 � � � _._!.mm� '\o-:: _,I„ �. � • L � ...1....._.�--- ....� ... / � �.� \ --- •� ` �I 1�..�... � L '� � � RADON w/ �I_ \ 1. i iii 1 L/ �s t / i i'II /Q; fy[ IIi ;� I :% 1 II ,! 1, IIII I ! I€ 1I I I !� `� MITIGATION is 'i! t: t € I111i! 111.9"7"-'illiiii:4-.--.1.4"'i'l.17---1-2-6-11-j'[7:----71 •I i F! I� ° I� ]I E 3!11 I I ! !i ; !I [....:_........_.-.... .__.. - I �7Y�7TC M Ilil 11.—._-.—...:.._._..----tIIII // r1 :N 11 1 I. I !- € II �•- -- i__€ i. r s.:..... , I € L—av --T-,..,..y.._...1 II I[- ._.T..._.�s:;_ ..... _.. __. I I I t w `••.-1 . N. , , w , 8 SCHEDULE 40 VENT RISER -SCHEDULE 40 VENT RISER LOCATION: 3"OR 4"DIAMETER ABS LOCATION: 3"OR 4"DIAMETER ABS OR PVC PLASTIC PIPE , OR PVC PLASTIC PIPE,TYPICAL - , 19. BUIL NG Al - RADON IVVTI 41TION SYSTEM AT FIIIIII�ST FLOOR �_ 0 Q 11. UILDING A2 - RADON�IIIT ATION SYSTEM AT F ST FLOOR 0 SCALE: 1/16"= 1'-0 SCALE.NO GAS PERMEABLE . NO GAS PERMEABLE N GAS PERMEABLE NO GAS PERMEABLE M TERIAL REQUIRED AT MATERIAL REQUIRED AT MATERIAL REQUIRED AT MATERIAL REQUIRED AT B EEZEWAYS OTHER NON BREEZEWAYS OTHER NON BREEZEWAYS OTHER NON BREEZEWAYS OTHER NON LI�/ING SPACES PER 1812.3.2 I II I I LIVING SPACES PER 1812.3.2 I LIVING SPACES PER 1812.3.2 I I I I LIVING SPACES PER 1812,3.2 O - ,i.;- _ - - - - I - 1-1 _ ._ -- - F El `i -1- �..� Iri V z Ii O • r 1 1 ��, l _i Ir L JAL Iili —7 -- no i G: - 0 11 nal �iilli n1 Mill ® _r lii - i - ' - -L____ ME ___J------- --- - i _ Z 1 GA PERMEAB In I - i 4 I GAS ERMEABL:: MATERIAL I I 20 SHA L BE PLAC:ii UNDER 20 SHA L BE PLAC n UNDER z . i I I ;_ `008 I - • I �00� I o ,� ALL ONCRETE .LABS, ♦ ALL I ONCRETE : 'BS, - TY CAL �J 4 J I I1 \ � TYP AL N. 1—e/ I �,.� -11II Elm rel l �—� r am 1r i �'�` I II �� L I I ` DATE ISSUED: 12/11/15 �- ♦ E-117 i a I I I_ -_ ---. - I 4Ii.2 + 1J J J\,.. _ II IPA J � L I- L a -JL- b. : - �� I�'� LTJ LSI - : i--: ' c ! 1.�`` I LIQ- J O g I ilk (6... ./ 1 _ L 3 'E 6, 6..„ Ar ______i — — v_, �If !I lig., I `"�}.�.moi , I , %�w� II i AL9 H1:1cy I ,�.IIIgill U � � 1..M IiJ L�rr�iilr. l.��I I I I i _0111 - Jif l�L' J �,� ., L�• r J I , I J : . L I L ;<I — -- i T - — L ..E1 - --' — L Li SCHEDULE 411 VENT RISER -- SCHEDUL 40 VENT RISER LOCATION: 3' OR 4"DIAMETER ABS LOCATIO : 3"OR 4"DIAMETER ABS a OR PVC PLASITIC PIPE OR PVC P STIC PIPE,TYPICAL a ! II I m A 006. . SHEET: 20. BUILDING Al - RADON MITIGATION SYSTEM AT FOUNDATION 12. BUILDING A2 — RADON MITIGATION SYSTEM AT FOUNDATION LRS Architects,Inc-©2015 F SCALE: 1/16"= 1'-0" SCALE: 1/16"= 1'-0" a 0E w N .:': IlVil J — r ;P • - GENERAL NOTES LTS �I i •. 91411 ARCHITECTT '/ L 1812.3.2 SUBFLaOR PREPARATIONA LAYER OF GAS PERMEABLE MATERIAL SHALL BE PLACED UNDER ALLr.F.•. :_ .::.._ .vim :r. I" a_ti'_ State 300 503221,2077 D ., 6 IP ! • f I • i • r w 4 /' I �f� YVIAIhAI.I�.Ct#TT ;; i , w I r r .� 1812.3.3 SOIL GAS RETARDER.A MINIMUM 6-MIL(Q.15 MM)[OR 3 MEL(0.075 MM)CROSS LAMINATED] POLYETHYLENE I ;.k: a ; I 1 y` [ I I OR EQUIVALENT FLEXIBLE SHEETING MATERIAL SHALL BE PLACED ON TOP OF THE GAS-PERMEABLE LAYER PRIOR - ��__• - _% - ' . ,. ... - "r, 1 I TO CASTING THE SLAB OR PLACING THE FLOOR ASSEMBLY TO SERVE AS A SOIL-GAS-RETARDER BY BRIDGING ANY I , I -.- ( j--, CRACKS THAT DEVELOP IN THE SLAB OR FLOOR ASSEMBLY AND TO PREVENT CONCRETE FROM ENTERING THE I _ ! \ • VOID SPACES IN THE AGGREGATE BASE MATERIAL THE SHEETING SHALL COVER THE ENTIRE FLOOR AREA WITH , F _ r- S 4 I : I ( ;; :: « i SEPARATE SECTIONS OF SHEETING LAPPED AT LEAST 12 INCHES(305 MM)-THE SHEETING SHALL FIT CLOSELY ( •'< I \ n' : } f \' I f. AROUND ANY PIPE,WIRE OR OTHER PENETRATIONS OF THE MATERIAL-ALL PUNCTURES OR TEARS IN THE 3549 ( '• ~` ( # 1 I \`_. •/ -'�' \ -1 j �, I MATERIAL SHALL BE SEALED OR COVERED WITH ADDITIONAL SHEETING. ` \ I rw I I $ ' i DANIEL C. PItRG E:L C� '? i 9812.3.4.1 FLOOR OPENINGS. OPENINGS AROUND BATHTUBS SHOWERS WATER CLOSETS, PIP '1- NPRabk :b': ratt �'`I - 0 i I ES,WIRES OR OTHER • 1 I; OBJECTS THAT PENETRATE • I , I RA CONCRETE SLABS OR OTHER FLOOR ASSEMBLIES SHALL BE FELLED WITH A • • ;;: 41 .„ K OR EQUIVALENT SEALANT APPLIED IN ACCORDANCETLAN flEG �: ! `.' WITH THE MANUFACTURER'S r POR I • I POLYURETHANE CAUL �'^ E] OREGON . ..• I AdOI :: .u. r. it iliiii, :: I r. ,.: . ., RECOMMENDATIONS. 1 .40ttw - �� AdAl ,� fgI •' :.,.`°'_ ;_:-.: ,-:---'��- ithk 1$12.3-4.2 CONCRETE JOINTS.ALL CONTROL JOINTS, ISOLATION JOINTS,CONSTRUCTION JOINTS AND ANY OTHER D {'� �� ' ISII'- - w - �. - -- JOINTS IN CONCRETE SLABS OR BETWEEN SLABS AND FOUNDATION WAILS SHALL BE SEALED WITH A CAULK OR `-, _ AllW1 R 'CC5) Al AL ri 'OL SEALANT GAPS AND JOINTS SHALL BE CLEARE=D OF LOOSE MATERIAL AND FILLED WITH POLYURETHANE CAULK 0 :-- - ""' „; 4,11 1 ::`:.;?•; ay :”; .,... �:°' , ,r 1.r,.-,,., _•'..-:• .,E ■:' OTHER ELASTOMERIC SEALANT APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 1812.3.4.8 DUCTS. DUCTWORK PASSING THROUGH OR BENEATH A SLAB SHALL BE OF SEAMLESS MATERIAL UNLESS RISER TERMINATION. MINIMUM 6' THE AIR-HANDLING SYSTEM IS DESIGNED TO MAINTAIN CONTINUOUS POSITIVE PRESSURE WITHIN SUCH DUCTING. CONSULTANT: ABOVE THE ROOF AND AT LEAST 10' RISER TERMINATION. MINIMUM 6" JOINTS IN SUCH DUCTWORK SHALL BE SEALED TO PREVENT AIR LEAKAGE. ABOVE THE ROOF AND AT LEAST 10' FROM ANY OPERABLE OPENINGS FROM ANY OPERABLE OPENINGS 1812.3.7.1 LOCATION. ONE SUBSLAB SOIL EXHAUST SYSTEM DUCTS SHALL BE INSTALLED FOR EVERY 2,000 SQUARE OR AIR INTAKE,TYPICAL OR AIR INTAKE,TYPICAL FEET OR PORTION THEREOF OF BUILDING SUBSLAB OR CRAWL SPACE AREA SERVED. 17. BUILDING A3 - RADON MITIGATION SYSTEM AT ROOF 9. BUILDING A4 - RADON MI TIGA TION SYSTEM AT ROOF 1812.3.7.2 MATERIALS.SSESD MATERIAL SHALL BE AIR DUCT MATERIAL LISTED AND LABELED TO THE REQUIREMENTS OF UL 181 FOR CLASS 0 AIR DUCTS, OR ANY OF THE FOLLOWING PIPING MATERIALS THAT COMPLY SCALE: 1/16"= V-0" SCALE. 1/16"= 1'-0" WITH THE PLUMBING CODE AS BUILDING SANITARY DRAINAGE AND VENT PIPE:CAST IRON; GALVANIZED STEEL; BRASS OR COPPER PIPE; COPPER TUBE OF A WEIGHT NOT LESS THAN THAT OF COPPER DRAINAGE TU8E,TYPE DWV;AND PLASTIC PIPING. 1812.3.7.6 IDENTIFICATION.ALL EXPOSED AND VISIBLE INTERIOR SSESDS SHALL BE PERMANENTLY IDENTIFIED WITH AT LEAST ONE LABEL ON EACH FLOOR AND IN ACCESSIBLE ATTICS.THE LABEL SHALL BE BY MEANS OF A TAG, STENCIL OR OTHER APPROVED MARKING WHICH STATES: "RADON REDUCTION SYSTEM." ; • sffi: - _i 1 . ....,__"'«' " ..... Il !� 1812.3.9 POWER SOURCE.TO PROVIDE FOR FUTURE INSTALLATION OF AN ACTIVE SUB-MEMBRANE OR SUB SLAB " "' • x�. , • I E x DEPRESSURIZATION SYSTEM,AN ELECTRICAL CIRCUIT TERMINATED IN AN APPROVED BOX SHALL BE INSTALLED �� S i _ T I.....-H.---1- 7.77#T7, ---------------1 ::--------- �__...� i - -. ....»� - �I,- I DURING CONSTRUCTION IN THE ATTIC OR OTHER ANTICIPATED LOCATION OF VENT PIPE FANS-AN ELECTRICAL ` it -" ["" """� ' � _� ""t""""""" 11 "" 1 ; �` " 4 Y "" —�• SUPPLY SHALL ALSO BE ACCESSIBLE IN ANTICIPATED LOCATIONS OF SYSTEM FAILURE ALARMS- ii 1 I E U...; E i I i _ t 11 11 Iii I . 1 € �I II it" IIII I i SEI I I 1 ' ki ........r I I. j111 III l f 1 , i I I�J ri, _ I ! ""f -Al �! \ y rlrA17 k.,t,„. i x...... J L\f----2 ! , E I '� I - ..:... E , �'I x l I Ui i lis\ �/ 14''.:i �>r , ;' I �x �� tiii _,..... \ 1 1�r_1 Ill •i 1 I'Pi ii r--. ! E• � I ! WI. �( - E. -:. .1.__ �� _II�..�� _ I ( r- ){ I , : ,. - I..i 1 � l ' I r- riLL v g I -� ; n n y E 1111 i -1I : < 0)I idi leo ") a.__r' i i, I 17-... /3 t . ft- 1 _ o�r E _-] 1�r A _......_..1. L� • —, . I '_->, i I --,, �.� �I i' I uh,._:te: ,I sm _ 1 I I. Ili - _ J IL:: 7 _.. st0 li . ..1 1. „I,.J_____F_„, 1 1 lc i riETEI.,;..-..m : 111.;(. '111111=1 1 1 1 :. 4, ........___ I ] \ rf 111>:-/-ill e L ILr 1d _ \ 1_. III F li :\1\---1°11 l III 1 ,� ` ._I _M r 11 t . II !! II E€ /II! IIi III I f I EE 1I ilyj} I iiE I 'Itc."___ i -- ' 1 ti , 3 '- :::d"-. iI IIS.,_ .I ., .::III I �i IP II ,GU' 11 ( II€ I I ...�3 ...... ' eHik II I i! I 8: I fECT NUMBER: 2i5079 I II `E _ t - 1..... .. ._ I ;Fr Ilk :.. ... ' „„„, A z �_ ter_ a Iill\\11 ___„; 7,--f ..,!,,„173....1 i L._ _it, : Tigard Apartments SCHEDULE 40 VENT RISER _ SCHEDULE 40 VENT RISER LOCATION: 3”OR 4"DIAMETER ABS LOCATION: 3"OR 4"DIAMETER ABS ' OR PVC PLASTIC PIPE,TYPICAL OR PVC PLASTIC PIPE, TYPICAL 135th and Scholls Ferry, Tigard, OR 18. BUILDING A3 - RADON MITIGATION SYSTEM AT SECOND AND THIRD FLOOR 10. BUILDING A4 - RADON MITIGATION SYSTEM AT SECOND AND THIRD FLOOR SCALE: 1/16"= 1L0" SCALE: 1/16"= 1'0" to: _ -a" -•^rx--� ...- ... } I ,I I ; ; - - �....-.,:' •—, `: I I i =1- r.. I, 14 III 11 • li • �--__ .—�'• ;b .-:-�-� _ , ! P >� ' _ - '-- :- - IW.. ,r ....._; as_. .. fir.-::,J—rte, _ _-- r.... ,- ... .�- ` --------'-'1' r IE � i - I _ 4 I ... I I A v`I I. E [ i1 :>- I itiI 'I ; i i 13-16i IiV ... .. I ! i I II (..: b j i1 I _ I III". I I I 1i IIL.: .1:1 ( ii IF HOLLAND - 1i i I d !1--- I ` il ,_ �1PARTNER iii' �, - I ! , - -r --- - r- I ry .. J -- GROUP --- 1;•-•1 f I Iti: ! �L I i ,r ' i . . _ �! - ti` � _ . I - r ‘E e LI, ,� ' I �,�, _'�_:: �, I ,.�.),I1F - r --,4�, I 1111 Main St#500 ' 1 \_,, E; Uig IFt-1 , 1 I L� II "I' I�1I:: I' I 1 E . L� - I � I \ 1 i� � � �..a J 98660 : I i I Vancouver INA I ..-`... I i , I r. 3 r,, "yIE 7 l_ _i.-.. Phone: 36 .649.7888 r II G ��� � I �w q� ••.•I t.. IN I 1 t{ II L..I 1 I r ____ \ I, A (� f ® � � _ ° .._ ..�°"`�""-� - ° ...r I.«.."�.-'—ti,••- I-- i I !1 L P B I': S�9". I _ 1-' (� ILS ;_�' 111�J l l €i .I�r � is C��,�_ .'�""� i I _ i' li ....F-. --... , 1 .-.. -s , , I ,� I y i : ICJ i ; ii i I ""N:, f ... I :Rr I I .___::..j-_ J I r .- 1 \ �, , d „.441' '� ,E trii <I • `' �r ---` ;;.J E II t...-_ ;I � i • ;] I i � I! I ' \ 1 ( -1�LE-IEET TITLE: _Ili G \., i ' t �' 11IIS I I I n .1. �C"" E..... - � .1 t I . r (1-11- - j ��' RADON I I__- #f:. ...ar �' r3 > fl --... °i �� �T I i w!.� ......_- +2.. %3:I i ` i `-� III I�7 J r , i.__ II - Il 1 _-- I 1 _ III i I :. MITIGATION f i Ei i1 I ; I `"""'I '-7 € ""i E' n i;I i { ::: yi I 11 II II i ." .... I ill i L I J tI; ... . �•�� :1 _ ;E { 1 III I -- ii �I I SYSTEM I' I "��- I I I ...t ffi" ` I I E r II i E ... li 1 J ,-r-i_ -' .""- —L E - - _l 3 L.t,..' wI - - - _ :: E Li I I i . ,.. L • SCHEDULE 40 VENT RISER , E.,= 1.ill i ''.""44•E , ir ,m -�.: LOCATION: 3"OR 4"DIAMETER ABS SCHEDULE 40 VENT RISER OR PVC PLASTIC PIPE,TYPICAL LOCATION: 3"OR 4"DIAMETER ABS OR PVC PLASTIC PIPE,TYPICAL , 19. BUILDING A3 -E ADON MITIG� TI d SYSTEM AT FII T FLOOR 0 11. BUILDING A4 - RADON MITIGATION SYSTEM AT FIRST FLOOR O 0 SCALE: 1/16" 0 1'0" SCALE. 1/16" Q NO GASPERMEABLE NO GAS PERMEABLE, NO GAS PE MEABLE NO GAS PERMEABLE MATERIAL REQUIRED AT MATERIAL REQUIRED AT MATERIAL REQUIRED AT BREEZEWAYS OTHER NON MATERIAL EQUiRED A7 BREEZEWAYS OTHER NON BREEZEWAYS OTHER NON LIVING SPACES PER 1812.3.2 BREEZEWAYS OTHER NDN I I I I LIVING SPACES PER 1812.3.2 LIVING SPACES PER 1812.3.2LIVING SPICES PER 1812:3.2 I I I _ _ _ 1.111 J111111 ,P IIIIMMAI r I MI o o __ i i -on _ .. 'r.--E-I 1 , - -i 0 __ _ _ F. — . . 7___, =:• r' F I . _, 1 ---i ‘4 [ I -..i.,_47----- CI F __. _ __, i ! it 7 r ji: -1 7— iiii ril I I 20 3AS PERME A MA 'i�'L I 20 GAS ERMEABL>� ATERIAL I HALL BE PACED UND:�' I I I I I 1 r 1 o '008 �;_L CONCR� E SLABS, I i A r -, ' '008 ALL I BE PLACE UNDER , LOf In _ _ I TYP - I -5L: I I L L_ • TYPI ANCRETE ABS, I� J E DRAWN. MJW 4 - —Lr L - ; - L - I - I n I DATE ISSUED: 12/11/15 II I r-- I [ H_Ir , ii IL._ i Q 1 .., _ i___. Ai ____F--___I L___ i . . . _______ _, , 0 -� - IIS I 0 - �?!l1111!"— _ —11 .I '— L ' A C i— 1 _ - I i �— ill l h �J _ I L 1 um , =I 1 h. _ - -7-1 r i ‘ , 0 • o Lio 444 ' , _ , If I Il , - _-r J C 'C *II Al 1 6' --h \ ___I -.= ri — L _ El -lik _1 L _____ _ Tii ik _ tr- N. cv en P I •,:f.,.. a ...31 III 'AM II II L___.] A iiiins- -— i CR r I ied Wi _, 1 WI c. n 5 • in - "PRA — — r.f_1.41 11-....i.�-, 4 SCHEDULE 40 VENA RISER - - - - - \,! - - - - - - / LOCATION: 3"OR 4'DIAMETER ABS SCHEDULE 40 V NT RISER vir a 9R PVC PLASTIC PIPE,TYPICAL Tir LOCATION: 3"0 4"DIAMETER ABS Q OR PVC PLASTI PIPE,TYPICAL Zri f A007 0 j 20. BUILDING A3 - RADON MITIGATION SYSTEM AT FOUNDATION 12. BUILDING A4 - RADON MITIGATION SYSTEM AT FOUNDATION SHEET: LRS Architects,Inc. 2015 SCALE: 1/16"= 1'-0" SCALE: 1/16"= 1'-0" m C V,m z: • :-;::,-;,:-.:..-•;;-.,1-,,-T--: Lrs _.._.. GENERAL NOTES y. � ,.r.:-.._`'�.t....�v:is '•'... +�+. ♦ :.:. •• : : : .. .•. . ARCH I TECTS f:, � 1812.3.2 SUBFLOOR PREPARATION.A LAYER OF GAS PERMEABLE MATERIAL SHALL BE PLACED UNDER ALL _ ; a. '' ;::-;-. .;: CONCRETE SLABS AND OTHER FLOOR SYSTEMS THAT DIRECTLY CONTACT THE GROUND AND ARE WITHIN THE r',:. .:.:.- ::' - - - - -I L - - - - 720 NW Davis 503221.1121�'' t WALLS OF THE LIVING SPACES OF THE BUILDING. SEE DETAIL FOR MORE INFORMATION. . 20 P- — \i:'.:. :.:. — A008 Suitbe .3OO 5t1 1.2Q77 D I .,: '°^ u,` ���. Portland OR 97209 Www.Irsa titeds.wm -" '' ,`, I - ` I___ <•�; i 1812.3.3 SOIL-GAS-RETARDER.A MINIMUM 6-MIL(0.15 MM)AOR 3-MIL(0.075 MM)CROSS-LAMINATED)POLYETHYLENE L , 1 { _Al, 1 - A OR EQUIVALENT FLEXIBLE SHEETING MATERIAL SHALL BE PLACED ON TOP OF THE GAS-PERMEABLE LAYER PRIOR TO CASTING THE SLAB OR PLACING THE FLOOR ASSEMBLY TO SERVE AS A SOIL-GAS-RETARDER BY BRIDGING ANY :.: ( •• •1 - s 4 CRACKS THAT DEVELOP IN THE SLAB OR FLOOR ASSEMBLY AND TO PREVENT CONCRETE FROM ENTERING THE ,.;i / _ '- :.. ...,':-" r: - '• ' - ' __ � �- VOID SPACES IN THE AGGREGATE BASE MATERIAL.THE SHEETING SHALL COVER THE ENTIRE FLOOR AREA WITH `-- i SEPARATE SECTIONS OF SHEETING LAPPED AT LEAST 12 INCHES(305 MM).THE SHEETING SHALL FIT CLOSELY �` = ( ` Y' I� 4 1 AROUND ANY PIPE,WIRE OR OTHER PENETRATIONS OF THE MATERIAL.ALL PUNCTURES OR TEARS IN THE r, 3540 •,-'1).....,A I - / •.:... ; i \ ;,_ MATERIAL SHALL BE SEALED OR COVERED WITH ADDITIONAL SHEETING. DANIEL C.PURGIEL ti' l y, t I I .� / 1 1812.3.4.1 FLOOR OPENINGS. OPENINGS AROUND BATHTUBS,SHOWERS,WATER CLOSETS, PIPES,WIRES OR OTHER '� L ' r OBJECTS THAT PENETRATE CONCRETE SLABS OR OTHER FLOOR ASSEMBLIES SHALL BE FILLED WITH A • • .,. N. .,,,,0 - .,,: - POLYURETHANE CAULK OR EQUIVALENT SEALANT APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S PORTLAND,OREGON „ RECOMMENDATIONS. 0 1812.3-4.2 CONCRETE JOINTS-ALL CONTROL JOINTS, ISOLATION JOINTS,CONSTRUCTION JOINTS AND ANY OTHER OF 0 —I r— r ... a - - ,y:..�:_ - . .,::.,::, ....:. i.:.., JOINTS IN CONCRETE SLABS OR BETWEEN SLABS AND FOUNDATION WALLS SHALL BE SEALED WITH A CAULK OR ;,�" :' — ',• „ __,1:. 7 SEALANT. GAPS AND JOINTS SHALL BE CLEARED OF LOOSE MATERIAL AND FILLED WITH POLYURETHANE CAULK OR • ;a' , OTHER ELASTOMERIC SEALANT APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. *' .'-_a_':.+ a�'..': M:-.^�,.-'¢.:'mac' ..,,:.4,`... r,.. • - �!� - ...�r:• '�•:-w:':'T�d :. t..�::w: ' r? ;: 1812.3.4.8 DUCTS. DUCTWORK PASSING THROUGH OR BENEATH A SLAB SHALL BE OF SEAMLESS MATERIAL UNLESS THE AIR-HANDLING SYSTEM IS DESIGNED TO MAINTAIN CONTINUOUS POSITIVE PRESSURE WITHIN SUCH DUCTING CONSULTANT: RISER TERMINATION. MINIMUM 6" JOINTS IN SUCH DUCTWORK SHALL BE SEALED TO PREVENT AIR LEAKAGE. ABOVE THE ROOF AND AT LEAST 10` 1812.3.7.1 LOCATION. ONE SUBSLAB SOIL EXHAUST SYSTEM DUCTS SHALL BE INSTALLED FOR EVERY 2,000 SQUARE FROM ANY OPERABLE OPENINGS FEET OR PORTION THEREOF OF BUILDING SUBSLAB OR CRAWL SPACE AREA SERVED. OR AIR INTAKE,TYPICAL 17. BUILDING A5 — RADON MI TI GA TION SYSTEM AT ROOF 1812.3.7.2 MATERIALS. SSESD MATERIAL SHALL BE AIR DUCT MATERIAL LISTED AND LABELED TO THE REQUIREMENTS OF UL 181 FOR CLASS 0 AIR DUCTS,OR ANY OF THE FOLLOWING PIPING MATERIALS THAT COMPLY SCALE: 1/16"= 1'-0" WITH THE PLUMBING CODE AS BUILDING SANITARY DRAINAGE AND VENT PIPE:CAST IRON; GALVANIZED STEEL; BRASS OR COPPER PIPE; COPPER TUBE OF A WEIGHT NOT LESS THAN THAT OF COPPER DRAINAGE TUBE,TYPE DWV;AND PLASTIC PIPING. 1812.3.7.6 IDENTIFICATION.ALL EXPOSED AND VISIBLE INTERIOR SSESDS SHALL BE PERMANENTLY IDENTIFIED WITH AT LEAST ONE LABEL ON EACH FLOOR AND IN ACCESSIBLE ATTICS.THE LABEL SHALL BE BY MEANS OF A TAG, STENCIL OR OTHER APPROVED MARKING WHICH STATES: "RADON REDUCTION SYSTEM." T-7. r. : [:7------r:; -- — 1812.3,9 POWER SOURCE. TO PROVIDE FOR FUTURE INSTALLATION OF AN ACTIVE SUB MEMBRANE OR SUB-SLAB T� ............. 1 , l I I • DEPRESSURIZATION SYSTEM,AN ELECTRICAL CIRCUIT TERMINATED IN AN APPROVED BOX SHALL y ;J, , � DURING CONSTRUCTION IN THE ATTIC OR OTHER ANTICIPATED LOCATION OF VENT PIPE FANS.AN ELECTRICAL � 11 ,.. — >i , , II, "�' `` 1' SUPPLY SHALL ALSO BE ACCESSIBLE IN ANTICIPATED LOCATIONS OF SYSTEM FAILURE ALARMS. I _. I1 1 II 11 „.D-.- -,L Tc--..,- ip .::.1.:::... „........„Iii t:::: .., . r , 1 P ,•-,....,-- i - - - /—' __ __,,i .,_„v „t,_ __,L,-i,__ ___i , i j I� I____••• • L-,1 1!i �_ i. _JJr 1 - 17� 1 I •1 — , I ) ., I I , ^ ice l `` i�,{ r I. ---111 I�- � Ir�� �-_,^, .^�� Lri-Hif2q.::.._: � 'Ir'> t Ill � 4.i .- , I r Ili € 0°I Fin;— { .r”. i�! f �. I I �- I.y- L-'-'L] �'� !� I Ili ",-'II 'i - --` ,I _... Is--)1....4 ira-�Ln-�ll�� ��1 ':�yr� i rte`i 'Y W .... .J.t l u- J - 1,... i l.�.i tJ' --L- - ..... .._. �! M .... - i11 I. - W. .7 , L:_.---- --1A. yi a � t.:, l �, �i;l "i s , 7 i •.� i I r— ��.11 • . i t i I AH.I �,, _./ ' i1 ). I..' I! 11; \ i , _ I -17_..ii�1. 5IN \ i /+ _ `.,`- l L- �` ` 1 Aar 7II.11 i 0 i, I' 11 1i ie R 1 Ii 1 11 n 1 I — i PROJECT NUM 2 r 5079 :.W i ,,....., q........,, , , • ,......__ I • � - I Tigard Apartments I � Ali _� 1 -_---- �..--.... --�-- r - :_s.. .._ :: SCHEDULE 40 VENT RISER i -, NT 7 LOCATION: 3"OR 4" DIAMETER ABS OR PVC PLASTIC PIPE,TYPICAL 135th and Scholls Ferry, Tigard, OR 18. BUILDING A5 - RADON MITIGATION SYSTEM AT SECOND AND THIRD FLOOR SCALE: 1/16"= V-0" -11 . 14 f1 Ir.Y I r i -? t - I :: lI iI W� ry a - r= ; _:_.;:.mo ....j711.,41-\ ill - r ..,_L; _ ,� 11 III HOLLAND =_. I 1 i �r �--r--�..._ l- ; I ;i 1, <-..i--____. . . ..._ �..,�_r• .� ... ..... li • I� =i - 1i ( I 1; l it PARTNER 1 ! I) Ii • ,i 1: i = ij� 1 11 �; _a\ II • GROUP rL I - / - I •��� I /`"\ r .;'. :- ( ® A,� ...... 1111 Main St#500 `� i s j. I I. __.____ --, �...) -1- ,---. 1 / E ..1 7 li... I' / Vancouver, VVA. 98660 r'l{� ---{-I g----��-� illii (r _ - - ` Y� 'S.�I..f �. i' __. L_.�W_{ II i�'� / ?�i i il it ',/ / 1 z id..i.ii.> II iii rte'° Phone: 360.649.7888 [1.,,,Iti-J r] i _ `I ... r�"� %143.). 1 `,F - - OI 1111,ii. {r- €' l0 '' �...� • -1_L.. �.�I---------... . I'-_- - _. ._ - Al . :.: , L. . -:- .......r L ._ 1 �----- I. r-:.----- P974\/....... c � ." I1■1f 3j p� r� �;.r- '.....--- , � ,� �1 � . {.,_;,.,.,� �. � SHEET TITLE: . ,, T . i ?_—i_`^^ -......... �1 Is -..1....__...I i '� le 4 >.......8 , 1.i... 'N4�jr ( I ,r I}• i a i; f E ik! ..LI `, % r, `� .s _ , ;i z ��' ' �.- ia. ,iJ. , y ;: I' , ,i RADON i „ _ �' ;� ; E; ._ - � `_ i -2 -, MI TI GA TION i1 :: H ' , 1 it jl ;� 1k , , r SYSTEM 11 !1 :- I; ; ' �1 1 � �. ---- ' it •....I1,_..�...._ l• 1 H..1-11'!: 1 , !I I il 0,1 1 I !- t lN.• -11147: II i h___....__._.... A 'i SCHEDULE 40 VENT RISER L._.._...__ LOCATION: 3"OR 4" DIAMETER ABS I.,. /- OR PVC PLASTIC PIPE,TYPICAL , 19. BUILDIG A5 - RADON MITIG4IO SYSTEM AT FIST FLOOR ® a a SCALE: 1/16"- 1 -0 NO GAS'PERMEABLE MATERIAL REQUIRED AT BREEZEWAYS OTHER NON (LIVING SPACES PER 1812.3.2 I I I •• \ l - - - - A 17 - ��� - - SCHEDULE 40 VENT RISER un ii i Li EMI.ii i LOCATION: 3"OR 4" —If .Y au-�� iii IC DIAMETER ABS OR PVC Tii .1 PLASTIC PIPE 0, , I u- bt,_ j ir PT SILL PLATE 4 - 7 li--=.--------lik 1 E a -- P I - MIN 6 MIL POLYETHYLENE I SHALL BEGAS MP A DUNE ..L r �r 44 - 20 '�' % SHEETING MATERIAL OVER .111 tea• 008 ALL CONCR SLABS, ~+G- MJW THE ENTIRE FLOOR AREA, DRAWN IIIj t �j T (pIOAL I m• m1= a l LAP SEPARATE SECTIONS OF [SATE ISSUED: 12/11115 L • y I SEAL SLAB SHEETING AT LEAST 12". cr, - J l c PENETRATIONS a L- �� - --- STRUCTURAL SLAB•• CONCRETE PER 0 . , 1 LI _,_, r� I I �_ ew [ 'L1,.. . --1 1 . Dlil Z • w I k `: F.:: - _ ,--„,,, . r I L. fiu:t _ - ____ ` GAS PERMEABLE MATERIAL; - SCHEDULE-A/O ' FITTING 3 , „, / / -' A UNIFORM LAYER OF CLEAN i•••': -I 1 OR 4 DIAMETER,ABS OR PVC /" // , / -N / I' i AGGREGATE,A MINIMUM OF I •�{ I -MOO RI. I 4 INCHES(102MM)THICK. THE _� i iiw�a Min it PLASTIC PIPE i 0 r�o f �� �;� • \ AGGREGATE SHALL CONSIST O - - -- - - - SCHEDULE 40 VE T RISER- r , �` 5 1 M N.. ♦ / `. / ` OF MATERIAL THAT WILL PASS THROUGH A 2-INCH ro LOCATION: 3"OR "DIAMETER ABS (51 MM)SIEVE AND BE a OR PVC PLASTIC IPE,TYPICAL a RETAINED BY A 1/4-INCH (6.4 MM)SIEVE. A008 c, SI)EA=T: 20. BUILDING A5 - RADON MI TIGA TION SYSTEM AT FOUNDATION 20. SLAB DETAIL AT VENT RISER LRS arcnfrscrs,Inc,0 201 SCALE: 1/16"= V-0" SCALE: 1 1/2"=t-0" 0 E 1x PENETRA TION PROTECTION Lrs GENERAL REQUIREMENTS 1. THIS SHEET INDICATES AN OVERVIEW OF FIRESTOP ARCH I T E C T S PROTECTION AND LOCATION REQUIREMENTS.SEE • SPECIFICATIONS, MECHANICAL, PLUMBING,AND ELECTRICAL } NW Davis 503221,1121 DRAWINGS FOR DETAILED LISTED FIRESTOP SYSTEM REQUIREMENTS. Suite 300 5032212077 D TYPICAL FLOOR OR ROOF 2. PENETRATIONS ARE OPENINGS THROUGH A MEMBRANE OR Portland OR 97209 vivAcIrsarchib3ds,00rn ASSEMBLY.CONDITIONS VARY. THROUGH AN ENTIRE ASSEMBLY AS DEFINED INCLUDING BUT NOT LIMITED TO CABLES, CABLE TRAYS, CONDUIT.TUBING, SEE WALL SECTIONS FOR PIPES, WIRING, LOW VOLTAGE ITEMS,AND RECESSED LIGHT SPECIFIC CONDITIONS FIXTURES. 3. PENETRATION PROTECTION IS REQUIRED FOR ALL PENETRATING ITEMS INTO OR THROUGH ALL FIRE RESISTIVE �`i D b� FIRE WALLS, FIRE BARRIER WALLS,AND FIRE BARRIER �•' HORIZONTAL ASSEMBLIES,SMOKE BARRIER WALLS,AND FIRE PARTITION WALLS. ..., 3540 SEE CODE ANALYSIS PLAIN WALL TYPES(WHERE APPLICABLE) V DANIEL C. Di ID EI �-t AND FLOOR PLAN WALL TYPES FOR LOCATIONS OF REQUIRED Q WALLS WHERE PENETRATION PROTECTION IS REQUIRE=D. y �` PENETRATION •PROTECTION IS REQUIRED FOR ALL • PENETRATINGITEMSINTOOR THROUGHALLPORTLAND OREGON FIRE RESISTIVE Pp HORIZONTAL ASSEMBLIES(FLOOR,FLOOR.CEILING C ' �:'s�':• ASSEMBLIES OR CEILING MEMBRANES OF ROOF-CEILING ASSEMBLIES) L' OF 08L EXCEPT PER OSSC SECTION 713.4.2 AT NON FIRE RESISTANCE RATED HORIZONTAL ASSEMBLIES: 1, NONCOMBUSTIBLE PENETRATING ITEMS THAT CONNECT NOT MORE THAN THREE STORIES ARE PERMITTED THROUGH PENETRATION ITEM PROVIDED THAT THE ANNULAR SPACE IS FILLED WITH APPROVED NONCOMBUSTIBLE MATERIAL TO RESIST THE j /A FREE PASSAGE OF FLAME AND THE PRODUCTS OF COMBUSTION. CONSULTANT: 2. COMBUSTIBLE PENETRATING ITEMS THAT CONNECT NOT MORE THAN TWO STORIES ARE PERMITTED PROVIDED THAT THE ANNULAR SPACE IS FILLED WITH APPROVED r. . . MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND ANY CEILING ::::;•f: THE PRODUCTS OF COMBUSTION. EXCEPT PER IBC SECTION 713.4 PENETRATIONS IN HORIZONTAL ASSEMBLIES ARE ALLOWED TO USE THE SHAFT ENCLOSURE EXCEPTIONS PER SECTION 708. • ::; ;;.;: SEE REQUIREMENT NOTES TA,T-B,T-C,T-D THROUGH WALL PENETRATION REQUIREMENTS T-A SEE PENETRATION PROTECTION GENERAL REQUIREMENT NOTES FOR ADDITIONAL REQUIREMENTS AND FOR TYPES r.' OF ASSEMBLIES REQUIRING PROTECTION. T-B THE PENETRATION OF A MEMBRANE IS THE PENETRATION OF ANY SURFACE ON ONE FACE OF A REQUIRED FIRE n�'--A RESISTIVE ASSEMBLY. PROVIDE APPROVED FIRESTOP PROTECTION AT PENETRATION CONDITIONS OF REQUIRED WALLS AND TESTED IN ACCORDANCE WITH ASTM E 814 OR UL 1479 WITH AN F-RATING NOT LESS THAN THE INDICATED FIRE RESISTIVE ASSEMBLY RATING OF THE ASSEMBLY PENETRATED: NEW METAL STUDS THROUGH PENETRATION ITEM 1.ALL PENETRATIONS: ALL LOCATIONS EXCEPT: / TYPICAL OPENING PROTECTIVE FIRE a. IN REQUIRED CONCRETE AND MASONRY WALLS,CONCRETE,GROUT,OR MORTAR IS ALLOWED AT THE EXISTING METAL STUDS RESISTIVE RATED WALL AS DESIGNATED ANNULAR SPACE OF PENETRATING NONCOMBUSTIBLE PIPES AND CONDUIT NOT OVER 6"NOMINAL DIAMETER. AT GENERAL NOTE 3.CONDITIONS VARY. •• • ..•: THE MAXIMUM MASONRY OPENING ALLOWED IS 144 SQUARE INCHES. THE MATERIAL MUST BE INSTALLED THE •ADD "GYP. BD. SEE FLOOR PLANS AND WALL TYPES FOR a FULL THICKNESS OF THE WALL OR THE THICKNESS REQUIRED TO MAINTAIN THE FIRE RATING. % / SPECIFIC CONDITIONS b. AT THE ANNULAR SPACE ONLY WHEN THE ANNULAR SPACE MATERIAL USED CONFORMS TO THE ASTM E 119 - TYPICAL FLOOR ASSEMBLY.CONDITIONS T1ME-TEMPERATURE FIRE CONDITIONS CRITERIA, PREVENTING THE PASSAGE OF FLAME AND HOT GASES TO VARY. SEE WALL SECTIONS FOR "`;' IGNITE COTTON. "' SPECIFIC CONDITIONS •'`.-':;•• T-C DUCTS AND AIR TRANSFER OPENINGS THAT ARE NOT PROTECTED WITH FIRE DAMPERS SHALL BE PROTECTED WITH \\__ APPROVED FIRESTOPPING. T-D NONCOMBUSTIBLE PENETRATING ITEMS SHALL NOT CONNECT TO COMBUSTIBLE ITEMS BEYOND THE POINT OF EXISTING 1-HR.WALL s RECESS PANEL AL ADD e GYP. BD. FIRESTOPPING UNLESS IT CAN BE DEMONSTRATED THAT S THE FIRE RESISTIVE INTEGRITY OF THE WALL IS MAINTAINED. (TYP) CONDITION @ OPENINGPROTECTIVE VE 2 X 6 WALLPROJECT NUMBER 215079 Tigard Apartments 135th and Scholls Ferry, Tigard, OR 4. TYPICAL THROUGH WALL PENETRA TIONS 1. RECESS FIXTURE WRAP SCALE: NTS SCALE: 1 112"=1'-0" >' • .:!`• WALL MEMBRANE PENETRATION REQUIREMENTS 1 f M-A SEE PENETRATION PROTECTION GENERAL REQUIREMENT NOTES FOR ADDITIONAL REQUIREMENTS AND FOR TYPES M- C DUCTS AND AIR TRANSFER OPENINGS THAT ARE NOT PROTECTED WITH FIRE DAMPERS SHALL BE PROTECTED WITH ASSEMBLIES IR T DUCT THROUGH FIRE OFSEMB 5 REQU 1NG PRO ECTION. P A PROVED FIRESTOPPING. 'r' --!' - ''i'-F'. �''�•' i•' •-'r ' 'rte', 'r'r' ,::r•'l i'r•7•''. :• 'i'r'Y f'•... •f RATED FLOOR-CEILING ? B M THE PENETRATION OF A MEMBRANE 1S THE PENETRATION F N F ASSEMBLY. SEE MECH ::.:•::•.:•::•:•-:•::::•:::••:-.--:•:-: N p ANY SURFACE ON ONE FACE OF A REQUIRED FIRE M D NONCOMBUSTIBLE PENETRATING ITEMS SHALL NOT CONNECT TO COMBUSTIBLE ITEMS BEYOND THE POINT OF DRAWINGS FOR .::::•::•::::::.:::: :::;•:::'••: RESISTIVE ASSEMBLY. PROVIDE APPROVED FIRESTOP PROTECTION AT PENETRATION CONDITIONS OF REQUIRED FIRESTOPPING UNLESS IT CAN BE DEMONSTRATED THAT THE FIRE RESISTIVE INTEGRITY OF THE WALL IS MAINTAINED. TYPICAL FLOOR OR ROOF ::: : :- TYPICAL FLOOR OR ROOF DAMPERS -- 1 HR FIRE RATED SHAFTWALLS AND TESTED IN ACCORDANCE WITH ASTM E 814 OR UL 1479 WITH AN F-RATING NOT LESS THAN THE INDICATED ASSEMBLY. CONDITIONS VARY. ASSEMBLY.CONDITIONS VARY. -r WALL USG UL U469(1"SHAFT SEE WALL SECTIONS FOR SEE WALL.SECTIONS FOR FIRE RESISTIVE ASSEMBLY RATING OF THE ASSEMBLY PENETRATED: LINER IN 2 1/2" METAL SPECIFIC CONDITIONS FOR DUCTS WITHOUT FIRE SPECIFIC CONDITIONS 1.ALL PENETRATIONS: H O L L r� N D 1"MAX.TYP. FRAMING W/(2)LAYERS OF TYPICAL OPENING DAMPERS. SEE ALL LOCATIONS EXCEPT: GYP. BD.OVER TYP.} REQUIREMENT NOTES M-A, SEE REQUIREMENT NOTES a. IN REQUIRED CONCRETE AND MASONRY WALLS, CONCRETE,GROUT, OR MORTAR IS ALLOWED AT THE PROTECTIVE FIRE RESISTIVE M A, M B, M 131c PARTNER 1 SHAFTS FOR DUCTS ARE RATED WALL AS DESIGNATED • MRD B, M C, M D MEMBRANE PENETRATION ANNULAR SPACE OF PENETRATING NONCOMBUSTIBLE PIPES AND CONDUIT NOT OVER 6"NOMINAL DIAMETER. REQUIRED IN ALL 1-2,AND 13 AT GENERAL NOTE 3. ® SPRINKLER HEAD THE MAXIMUM MASONRY OPENING ALLOWED IS 144 SQUARE INCHES. THE MATERIAL MUST BE INSTALLED THE GROUP llE : OCCUPANCIES THROUGH - 1111 FULL THICKNESS OF THE WALL OR THE THICKNESS REQUIRED TO MAINTAIN THE FIRE RATING. "` "� CONDITIONS VARY. SEE 1111 Main St#500 ._.�,_.,_.��- —I • %'-' \—\--- - ANY FLOOR. REQUIRED j T FLOOR PLANS AND WALL Vancouver, 764A99. 8660 ... --� WHEN DUCTS GO THROUGH TYPES FOR SPECIFIC F b. AT THE ANNULAR SPACE ONLY WHEN THE ANNULAR SPACE MATERIAL USED CONFORMS TO THE ASTM E 119 2 OR MORE FLOORS IN ?:: TYPICAL OPENING PROTECTIVE FERE7 TIME-TEMPERATURE FIRE CONDITIONS CRITERIA, PREVENTING THE PASSAGE OF FLAME AND HOT GASES TO Phone: 360 7888 OTHER OCCUPANCIES WITH CONDITIONS :,..:• RESISTIVE RATED WALL AS IGNITE COTTON. CLOSURE FRAMING ❑- AN EXCEPTION FOR DESIGNATED AT GENERAL NOTE 3. MEMBRANE PENETRATION CONDITIONS VARY. SEE FLOOR PER STRUCTURAL 1 _C C. A PENETRATING FIRE SPRINKLER(HEADS)ANNULAR SPACE MAY BE DWELLINGS ITEM PLANS AND WALL TYPES FOR U S C COVERED BY A METAL ESCUTCHEON SHEET TITLE: DRAWINGS _� PLATE. :' SPECIFIC CONDITIONS : :'`;.' SEE REQUIREMENT NOTES SEE REQUIREMENT NOTES 2. ELECTRICAL OUTLET BOXES: PENETRA TION �" ::; ; ��`1 M A, M B, M D MEMBRANE PENETRATION MA, M-B,M-B2 a. STEEL ELECTRICAL OUTLET BOXES: NEED NOT BE PROTECTED IF NOT OVER 16 SQUARE INCHES AND NOT .... OUTLET OVER 100 SQUARE INCHES OF AGGREGATE AREA PER 100 SQUARE FEET OF WALL AREA. REQUIREMENTS TYPICAL FLOOR ASSEMBLY. TYPICAL FLOOR ASSEMBLY. b. TESTED FIRE RESISTIVE ELECTRICAL OUTLET BOXES OF ANY MATERIAL ARE ALLOWED WHEN INSTALLED IN CONDITIONS VARY. SEE WALL CONDITIONS VARY. SEE // SECTIONS FOR SPE=CIFIC WALL SECTIONS FOR ACCORDANCE WITH THE TESTED ASSEMBLY. FIRE RESISTIVE RATED CONDITIONS SPECIFIC CONDITIONS- FLOOR-CEILING ��/y/�/���// FIRESTOP SEALANT PERG. OUTLINE BOXES ON OPPOSITE SIDES OF A WALL MUST BE SEPARATED BY AT LEAST 24", ASSEMBLY. MANUFACTURER'S "` OR BY CONDITIONS VARY. REQUIREMENT THE HORIZONTAL DISTANCE OF NOT LESS THAN THE WALL CAVITY THICKNESS WHERE THE WALL CAVITY f FILLED WITH CELLULOSE LOOSE FILL ROCKWOOD OR SLAG MINERAL WOOL INSULATION OR BY APPROVED SOLID FIREBLOCKING • • '::.' '::: : ; • • OR I3 Y , PROTECTING BOTH OUTLET BOXES BY LISTED PUTTY PADS, OR BY 2. SHAFT PENETRATION THROUGH FLOOR-CEILING 5. TYPICAL WALL MEMBRANE PENETRATIONS 7. TYP SPRINKLER & ELECT BOX PENETRATIONS OTHER LISTED MATERIALS AND METHODS. SCALE: NTS SCALE: NTS SCALE: NTS FLOOR-CEILING/ROOF-CEILING ASSEMBLIES PENETRATION REQUIREMENTS ..' HASEE PENETRATION PROTECTION GENERAL REQUIREMENT NOTES FOR ADDITIONAL REQUIREMENTS AND FOR TYPES • OF ASSEMBLIES REQUIRING PROTECTION. DUCT THROUGH FIRE RATED ':�`'' ROOF-CEILING ASSEMBLY. '.::'j SEE REQUIREMENT NOTES SEE REQUIREMENT NOTES H-B PROVIDE APPROVED FIRESTOP PROTECTION AT ALL PENETRATION CONDITIONS OF REQUIRED HORIZONTAL ` SEE MECH DRAWINGS FOR TYPICAL FLOOR OF FIRE ASSEMBLIES AND TESTED IN ACCORDANCE WITH ASTM 814 OR UL 1479 WITH AN F RATING AND T-RATING OF AT LEAST 1 Z DAMPERS :r•;; H A, H 61, H C, H D RESISTIVE RATED FLOOR CEILING H A, H-62, H C, H-D HOUR AND NOT LESS THAN THE INDICATED FIRE RESISTIVE ASSEMBLY RATING OF THE ASSEMBLY PENETRATED. TYPICAL FLOOR OF FIRE RESISTIVE .f. • ASSEMBLY. CONDITIONS VARY. I.THROUGH PENETRATIONS: 2. MEMBRANE PENETRATIONS: ROOF FRAMING RATED FLOOR-CEILING. CONDITIONS SEE WALL SECTIONS FOR ':�:: IL SYSTEM VARY. SEE WALL SECTIONS FOR SPECIFIC CONDITIONS ALL LOCATIONS EXCEPT: ALL LOCATIONS,AND WHERE FLOOR CEILING ASSEMBLIES ARE REQUIRED TO HAVE A MINIMUM 1 HOUR FIRI=RESISTIVE o SPECIFIC CONDITIONS . .` a. PENETRATIONS ARE ALLOWi D THROUGH MORE THAN ONE FIRE RESISTIVE RATED FLOOR ASSEMBLY BY RATING, RECESSED FIXTURES SHALL 8E INSTALLED SUCH THAT THE REQUIRED FIRE RESISTANCE WILL NOT BE REDUCED. VARIES. SEE STEEL, FERROUS OR COPPER CONDUITS, PIPES, TUBES,VENTS,AND CONCRETE OR MASONRY WHERE THE EXCEPT: STRUCTURAL _ ROOF MEMBRANE : ;; : .:: :.::;;;:; ::.::: iiiiiiiiiiiii ANNULAR SPACE IS PROTECTED WITH MATERIALS THAT PREVENT THE PASSAGE OF FLAME AND HOT GASES DRAWINGS 1116 ::,: ::.:.. r._;:;: .::.::.:..:..:;;; a. MEMBRANE PENETRATIONS ARE ALLOWED BY STEEL, FERROUS OR COPPER CONDUITS, ELECTRICAL OUTLET BOXES, ____ z PENETRATION NOT TO IGNITE COTTON WASTE WHERE SUBJECTED TO ASTM E 119. THESE PENETRATING ITEMS ARE NOT OVER 6 ' ,� . i,. .•• PIPES TUBES VENTS AND CONCRETE OR MASONRY PENETRATING ITEMS WHERE THE ANNULAR SPACE IS ED. NOMINAL DIAMETER AND THE MAXIMUM AREA OF THE PENETRATING PENIN I 144 AR I REQUIRED. 0 G S SQU E NCHES IN ANY 12/11/15 TE ISSUED: �, QA . ....... . . . . . . . .. .. . . . . ... . . . PROTECTED WITH MATERIALS THAT PREVENT THE PASSAGE OF FLAME AND HOT GASES T IGNITE COTTON WASTE 0 SEE STRUCTURAL SEE GENERAL NOTE 3 100 SQUARE FEET OF FLOOR AREA. O G S S O O :: ; WHERE SUBJECTED TO ASTM E 119.THESE PENETRATING ITEMS SHALL NOT EXCEED AN AGGREGATE AREA OF 100 DRAWINGS FOR ARE FEET F b. SQU EE 0 CEILING AREA IN ASSEMBLIES TESTED WITHOUT PENETRATIONS. SUPPORT ♦ PENETRATIONS ARE ALLOWED THROUGH F HRO ONE IRE RESISTIVE RATED FLOOR ASSEMBLY BY STEEL FERROUS FRAMING WHERE • • • • • • • • OR COPPER CONDUITS PIPES TUBES AND VENTS WHEN THEY ARE T V NO OVER fi" NOMINAL DIAMETER AND _ _ b. TESTED FERE RESISTIVE ELECTRICAL OUTLET BOXES F ANY MATERIAL INSTALLED I (<5' REQUIRED CONCRETE GROUT OR MORTAR IS INSTALLEDTHE FULL S C S 0 AL ARE ALLOWED WHEN NSTA ED N THICKNESS OF THE FLOOR OR THE THICKNESS ''•'''.i.:•'�, ACCORDANCE WITH THE TESTED ASSEMBLY. REQUIRED TO MAINTAIN THE FIRE RESISTIVE RATING AND THE MAXIMUM AREA OF THAT PENETRATION TYPICAL CEILING O' FIRE 1 HR FIRE RATED SHAFT OPENING IS 144 SQUARE INCHES. = RESISTIVE RATED WALL- USG UL U469(1" F AND T RATING REQUIRED WHEN TYPICAL CEILING OF FIRE RESISTIVE c• A PENETRATING FIRE SPRINKLER)HEADS)ANNULAR SPACE MAY BE COVERED BY A METAL ESCUTCHEON PLATE. —�— FIXTURE MEMBRANE S ROOF CEILING ASS.:MBLY. IPI SHAFT LINER IN 2 1/2"METAL PENETRATIONS ARE WITHIN A WALL RATED FLOOR-CEILING OR PENETRATION c' TESTED FIRE RESISTIVE ELECTRICAL OUTLET BOXES OF ANY MATERIAL ARE ALLOWED WHEN INSTALLED IN CONDITIONS VARY. FRAMING W!(2)LAYERS OF THAT ONLY EXTENDS TO CEILING OF ONLY T RATING REQUIRED ROOF-CEILING ASSEMBLY. q WALL SECTIONS FO" GYP. BD.OVER TYP.) ASSEMBLY E'':'': WHEN PENETRATIONS ARE CONDITIONS VARY. SEE WALL SEE REQUIREMENT NOTE ACCORDANCE WITH THE TESTED ASSEMBLY. iSPECIFIC CONDITIO S WITHIN A WALL THAT SECTIONS FOR SPECIFIC H-B2 TYPICAL CEILING OF FIRE RESISTIVE •••••••,- :: EXTENDS TO FLOOR OF d- FLOOR PENETRATIONS CONTAINED AND LOCATED WITHIN THE CAVITY OF A WALL DO NOT REQUIRE A T CONDITIONS s .- -----__ RATED FLOOR-CEILING OR ASSEMBLY.SEE SPRINKLER MEMBRANE RATING(WHEN WALL EXTENDS TO FLOOR OF ASSEMBLY PER HANDBOOK). a .' I. ROOF CEILING ASSEMBLY. �::• REQUIREMENT NOTE H B1d PENETRATION ---' y---•-. r:: :' H-C DUCTS AND AIR TRANSFER OPENINGS THAT ARE NOT PROTECTED WITH FIRE DAMPERS SHALL BE PROTECTED WITH m .�. CONDITIONS VARY. SEE WALL SEE REQUIREMENT NOTE APPROVED FIRESTOPPING. SECTIONS FOR SPECIFIC CON ITIONS 1,' :., 1FIRESTOP SEALANT • H-B2c 2 PER MFR REQ.AT THROUGH PENETRATION H-D NONCOMBUSTIBLE PENETRATING ITEMS SHALL NOT CONNECT TO COMBUSTIBLE ITEMS BEYOND THE POINT OF AT WALL PENETRATIONS. :`:` ITEM TYPICAL.SEE ,CEILING ONLY, : :_::. FIRESTOPPING UNLESS IT CAN BE DEMONSTRATED THAT THE FIRE RESISTIVE INTEGRITY OF THE WALL 1S MAINTAINED. ROOF CEILING MEMBRANE SEE WALL PENETRATION REQUIREMENT NOTE H B1 !TYPICAL- - - -- PENETRATION CONFORM TO ••-•:•:•.••:••'•••.:••-:•:'•:'• :;: -T F1"MAX•TYP ROOF-CEILING PENETRATION REQUIREMENTS . .::.:.: 1 NOTES . . m 1 A009 3. SHAFT PENETRATION THROUGH ROOF-CEILING 6. TYPICAL FLR-CLG THROUGH PENETRATIONS 8. TYP FLR-CLG MEMBRANE PENETRATIONS SHEET: SCALE: NTS SCALE: NTS SCALE: NTS LRS Architects,Inc©2Q15 m i X' • • " ` - 2 o , SITE INFORMATION ; ' 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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K 62.1'HALF ROW " ' �r °"'. , I r I �: ;{ W LL ,. i• 1-- _.,,,,,,,,,,,,_,,,•-.-' 2:0'ROW DEDICATI• � w - 4-.o'PUE _ y , , _ cR / :: \ �A LE7GEND I-- " - .�, f _" �� �. \ I 1 -- --� EXISTING BOUNDARY LINE ---I 1..` I „~\, 'I. -~ Li— ‹C ''',' �'' • t 1 . 1 r- . 1 7 _ I - EXISTING CENTERLENE :00•''''''''fli I, i 1 -'-'-'-/-- . -,44-- : i' Itlxk • 1 1 F . .+3 I 9 ` -� Q -- -- EXISTING RIGHT-OF-WAY LINE W LL 1,10;1:4-5__,*��� If . ; ,'. i I PROPOSED BOUNDARY LINE h O 'et" pQ• / .•. . 1 • ` ,iii4 *g' k .4-.6; . `., I PUBLIC UTILITY EASEMENT I..L Li JO r,�.ilh 7 \', �` .,,,,Is. iar a •. �` x EX. FENCE LINE �/ Z J ” ') P R DRAINAGE LINE 1 `'' °. 4, l I- S EX STORM DRA J n/ Z II / / ° *111.,‘ _- _ ,-,_ ._. ) ��' ,°' �_...1 ! L 1 .: SS EX. SANITARY SEWER LINE Q { • 1 •7 MAL I `! 1.-: I W- " - EX. UNDERGROUND WATER LAVE J � ' ' / ' � J, - /i �.' ROOM - - - — _ _ 1 I ''''''':: j�;�, ' 1 I i ry &, :..''.:.:.•..:_ , . r € I I r^ EX. UNDERGROUND NATURAL w `••••____ ,...„ .. •Cl • y I r ..'. 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 `' ...•............... QUALITY FACILITY �; EGA _ k r�rE�w:��wr.j�.:�a�����!' �l�.vj-�����.�r�C���l�����a������ci��������.����1�.}��^����.A .�������������������A�r — I 0� 3 i' 445=1 -• .w.r.aw.r.w..�•w-�.- -w-w.w,w.� i...r�.♦���a+��...��...�w.arr..r-�w�w*�►.i a. _ \ , Li, i ' ,: op ,. •r - 89 2'58 E �. 423.99 —� < \ , - --- I{.-44 �'' �. • — Ao 0 �` - P � F. V. � ,�• PROPOSED HEAVY DUTY r, :`�'. .. .. 654.91' $9°52'42" 7 I'J PAVEMENT N U � 9, g, _ ao "f' r x PAVE O s \ - ` =pro. -7-1....I�! 24.96 i 270HALFROW �/1/ \ = — — -� O20OC. o - PROPOSEDLIGHTDUTYEXPIRES 12/ / 6 1 1 I I I [ I I I I I 20 311s' . . Vie •• - PROPO ED BI Y LE, .: SW HAWK'S BEARD ST ' �``' a_ c.,� ® s c c PARKING z DATE I 12/07/2015 y c .....m .,m..... �""" DRAWN MJZ blip .._ .-....:... . ., ...:...,... . . �, ...,.,,, . ..�. . .,.,,,.�.... ...,r .� • �.....• -- �_ _. - ..^. .�,.., . - -- �-...�; STALLS I CO as — . .. c. w ..¢ .. .- F._. .. '4. -. . 'l.._... `..w`•w.w.ww.w.nr•." w 4 . ..._--....ate . 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