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Plans (6) BUP2019 -00312 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 1 HILL 5 4 3 2 1 ARCHITECTS BUILDING #1 :: STREET LEVEL Code Used - 2014 Oregon Structural Specialty Code OSSC 1750 BLANKENSHIP ROAD SUITE 400 I Notes WEST LINN . OREGON 97068 BUILDING OCCUPANCY&CONSTRUCTION TYPE Height (Stories/Feet) Area I _�_ - - _ _ TEL 503 . 305 . 3033 FAX 503 . 305 . 8034 0 �ort�h Stair Roof _ _ _ _ _ North Stair Roof Occupancy(Mixed) S-2 Parking Garage(enclosed) Unlimited Unlimited OSSC Sec 310.3+510.2+Table 503 SZ _ West RooMpF (Nonseparated uses per 508.3) M Merchantile Unlimited Unlimited 70 F - - - - B Business Unlimited Unlimited East Roof_ 56 2 R-2 Apartments Unlimited Unlimited t5' " West Roof Low oL nstruction I A Fully Sprinklered,NFPA-13 OSSC Table 503 ■ 52'-2" - _ - - � Il EL Actual Building Area S-2 Parking Garage(enclosed) 6,290 M Merchantile Level 5 Datum 1,753 �� B Business 567 RECEIVED 46'-7" Y Level 5 _ _ _ Level s R-2 Apartments soa NOV 14 2019 44' 1" - - I 44'-l" Y TOTAL 1 story 9,114 CITY OF TIGARD BUILDING DIVISION c' F71 Actual Building Height 1 story FIRE SPRINKLERS Type 13 Required OSSC Sec.510.2.6 Level 4 _ - - - - I Le4 FIRE RESISiIyE RATING REQUIREMENTS 33'-10" 337116; Structural Frame 3 Hour OSSC Table 601 ° AnSF Bearing Walls-EXTERIOR 3 Hour OSSC Table 601 _ Bearing Walls-INTERIOR 3 Hour OSSC Table 601&602 ■ o - I Non-Bearing Walls-INTERIOR 0 Hour OSSCTable 601&602 non-combustible Level 3 Level 3 Floor Construction 2 Hour OSSC Table 601 23'-7• - - - - - - - Z3'-7" l$lRoof Construction 3 Hour Horizontal Separation-Sec 510.2 Shafts 2 Hour Shaft Enclosures,Sec. 713.4+510.2.4 Elevator Shafts 2 Hour _ Shaft Enclosures,Sec. 713.4+510.2.4 Stair Enclosures 2 Hour _ OSSC Sec. 1022.2+707.3.2 + 510.2.4 qq Occupancy Separations 1 Hour Fire Barrier S-2/M,S-2/11, R/M OSSC Table 508.4 Level2 - _ _ _ Level2 FIRE PROTECTION FEATURES: LLOYD YY LL 13' 4" 13'4" 1. AUTOMATIC FIRE SPRINKLER SYSTEM TO BE DESIGNED AND INSTALLED AS REQUIED BY OSSC 903 AND NFPA 13. 2. SUBMIT SPRINKLER SYSTEM PLANS AND SPECIFICATIONS TO LOCAL JURISDICTION FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 4 II 1 3. SPRINKLER SYSTEM TO BE FULLY AUTOMATIC AND MONITORED. �► 0 p OQP ., �q, ° : - .p ;,. ° �} ' ° °. . ;°, a• I 1 North Stair Lobby Olw� r p B " e - ° ' ■ I ., I I•l ,ate- _ _ ■ F 11 BUILDING #1-B :: LOBBY FLOOR thru FOURTH FLOOR 1.6 1 Code Used - 2014 Oregon Structural Specialty Code OSSC 5 4.2 Notes BUILDING OCCUPANCY&CONSTRUCTION TYPE Height (Stories/Feet) Area -- Occupancy(Mixed) R-2 Apartments 3/50 12,000 OSSC Sec 310.3+Table 503 (Nonseparated Uses per 508.3) B Community, Fitness, Roof Terrace 3/50 18,000 And(Separated Uses per 508A) Type of Construction V-A Fully Sprinklered, NFPA-13 OSSC Table 503 w BUILDING AREA - 2 LIFE SAFETY NORTH ELEVATION Allowable Building Area per Story(most restrictive) 12,000 sf OSSC Table 503 /// p Actualctual Building Area per Story(largest story-level 2) 9,411 sf Level 2 A090 SCALE: 1/8" = 1'-0" -- _ U Level 9,411 p Level 9,301 Q 0. - Level 9,300 Level 5 8,239 B occ :1485 sf, R-2 occ : 6754 sf ■ TOTAL 36,251 ■ w - - � < Q 1 2 3 T 5 BUILDING HEIGHT Q Q R-2,B Separated uses 4/70 ~J Z Z rrL�--�I r N r Actual Building Height 4/57 Sec.504.2+510.2 p ___ I-------------- --------------I 1 FIRE SPRINKLERS Type 13 Required - I OSSCSec.504.2, 1021.2,903.2.8 w FIRE RESISTIVE RATING REQUIREMENTS West Roof High I Structural Frame_ 1 Hour OSSC Table 601 East Roof Bearing Walls-EXTERIOR 1 Hour OSSC Table 601 54'-0" Bearing Walls-INTERIOR 1 Hour OSSC Table 601&602 (V Non-Bearing Walls-INTERIOR 0 Hour OSSC Sec. 705.8.1,exception 2& OSSC Table 601&602 - - - - - 3 Non-Bearing Corridor Walls 1 half Ho-ur OSSC Table 1018.1 F loor Construction 1 Hour OSSC Table 601 Level 5 I _ I_ _ Level 5Roof Construction 1 Hour OSSC Table 601 OIL - -- - ■ 44•-1• - 1 I 44'-1• Shafts 2 Hour Shaft Encbsures,OSSC Sec.713.4 THIS WIDTH SHOULD BE 3" _1110� Elevator Shafts 2 Hour Shaft Enclosures,OSSC Sec.713.14 - - - Unit Separation Walls - 1 Hour Fire Partitions,Sec.708.3,420.2 OFFICE COP Unit Separation Floors 1 Hour Horizontal Separations,Sec.711.3 CITY OF TIGARD Stair Enclosures 2 Hour OSSC Sec. 1022.2&707.3.2 I I REVIEWF�D FOR CODE COMPLIANCE I I Unit Separation Walls 50 STC _ Air-borne Sound,Sec. 1207.2 �Nf Level 4 _ _ f Level 4 Unit Separation Floors 50 STC Air-borne Sound,Sec. 1207.2 A roved: ] �}� - rr Y 33' 10" 33'-10" Unit Separation Floors 50 TIC Structure-borne Sound,Sec 1207.3 OTC: [ ] Permit 1 HR. EXTERIOR BEARING 2 HR. FI RIER TYP. U i/ \ L WALL W/INTERIOR I FIRE PROTECTION FEATURES: Address: 11^�_� 7a1 Y►tl b EXPOSURE ONLY TYP. 1. AUTOMATIC FIRE SPRINKLER SYSTEM TO BE DESIGNED AND INSTALLED AS REQUIED BY OSSC 903 AND NFPA 13. Shite 2. SUBMIT SPRINKLER SYSTEM PLANS AND SPECIFICATIONS TO LOCAL JURISDICTION FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. Date: Level 3 _ -Leve_l 3n .� 3. SPRINKLER SYSTEM SHALL TO BE FULLY AUTOMATIC AND MONITORED. 23' 7' 23'-7" Y 4 1 HR. HORIZONTAL SEPERATION VALIDITY OF Pcmii ;,, ■ - 3 HR. WALL TYP. BASED ON CE OF UCTIO d I Level 2 _ Level 2 THE ISSUANCE OF A PEFd.;; ; 13'-4" DOCUMENTS AND OTH-=R DATA SHALL NOT L THE CODE OFFICIAL FROM 3 HR. HORIZONTAL SEPERATION REQUIRING THE CORRECTION OF ERRORS. OSSC 105.4 I T Ia m � II I I REVISIONS ADDITIONAL E12-NOV-2019 SUITE 110 T.I. RIT$ fP1 1 1.6 Fire Sprinkler REQUIRED ISSUES 3 4.2 5 Fire Alarm �-- O ■ Mechanical \- ■ PROJECT NUMBER DRAWN BY CHECKED BY =1 Plumbing 16761 RC RLC U Electrical U I tD Truss Engineering ALL DRAWINGS AND WRUTEN MATERIA."FLARING HEREIN CONSTITUTE n MY tD 1 LIFE SAFETY BUILDING SECTION hop oraWings THE ORIGINALDUPLICATED. AND.USED OR ID LSED WEREUTTHEECTOR WRIT .y NOT BE DUPDGTED.USED OR DISCLOSED WEIHOUI'THE P0.i00.WRITTEN Y Other CONSENT OF THE ARCHITECT. O 2018 HILL ARCHITECTS A090 SCALE: 1/8" = 1'-0" i U a '*' CODE SUMMARY z a N N N a t,li i OF TIGARD N Approved by Planning Date: 11-11-19 N Initials: 0 A090 10 ■ 9 ■ 8 ■ 7 ■ 6 0 5 0 4 0 3 0 2 0 1 10 9 8 0 7 • 6 0 5 4 3 • 2 • 1 HILL ARCHITECTS x x 1750 BLANKENSHIP ROAD SUITE 400 WEST LINN. OREGON 97068 TLL 503 . 305 . 8033 FAX 503 . 305 . 8034 1 2 3 4 5 1 1.6 3 4.2 5 I I I I I I I I I I PROPERTY LINE PROPERTY LINE - L 7u LD Fn I z C) ma Lm OPENING IN CONCRETE WALL - LL JR.SE XTERIOR NON BEARING W/ 1 — OCCUPANCY OF O��Cti EOURE FROM INSIDE ONLYUPROTECTED OPENINGS OCCUPANCY ^. 2 HR. FIRE BARRIER TYP. o I 1 ALLOWED UP TO 45% OF WALL ❑ B II A EA PER IBC ABLE 705.8 0 0 ❑ B/M ELEVATOR I 06 J0 1 HR. LOAD BEARING TYP. • IXIT ACCESS-CORRIDOR - I AVAILABLE COMMERCIAL ELEVATOR • IXIT ACCESS-STAIR G.4 11-E SPACE I EXIT ACCESS-STAIR - -c; 1 HR. EXTERIOR LOAD R-2 1 HR. EXT. RATED INTERIOR 5 BEARING WALL W/EXPOSURE ❑ S-2 EXPOSURE ONLY TYP. �0 FROM INSIDE ONLY 41 3 3 15 1 HR. FIRE PARTITION ,E, I BETWEEN UNITS TYP. - _ 0 0 , J CORRIDOR - - - - - G — — oo - - ' __. �_J z0 ® w O >- I 1 HR, FIRE PARTITION TYP. /�/� w <�N RETAIL(SHEu) a 130 w w ■ - F.4 • W w z - F.3 a < — �; o-o O w L cI 1 1 CORRIDOR I--1 250 I ` N 3 HR. WALL TYP. I — — Ah, o� 1 1 1 -- -- -- — -- — -- -- -- — -- -- — -- — A090 - A090 A09040'-4" 090 PATH 2B 40"_ m1 C.6 ■ KVTHIS WIDTH SHOULD BE 3" I a'io RETAll20SHELL) - C.5 a� ElI ' I 2 HR. FIRE BARRIER WALL o TYR I — 0 0 - C � - a- I a'a - — PATH 28 T co _ - 6.9 I _ - 3 - —� 0 No - - - i COFFEE SHOP - — I uo ■ o 15 _ 41 LIM t - 4 2018-Dec-26 Post Permit VE Revisions REVISIONS m I I I I I I I I I I I a 12-NOV-2019 SUITE 110 T.I. ISSUES L V C • • PROJECT NUMBER DRAWN BY CHECKED BY 16761 RC RLC u v i ko ALL DRAWINGS AND WRITTEN MATERIAL.APPEARING HEREIN CONSTITUTE N THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY ko y NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN y I I I I I CONSENT OF THE ARCHITECT. 02018 HILLARCHITECTS U 1 2 3 4 5 1 1.6 1.9 3 4.2 5 ¢ STREET & SECOND LEVEL PROJECT PROJECT N NORTH NORTH CODE PLAN N R V N CD 2 LEVEL 2 LIFE SAFETY PLAN 1 STREET LEVEL LIFE SAFETY PLAN A091 SCALE: 1/8"= 1'-0" A091 SCALE: 1/8" - 1'-0' 091 10 • 9 • 8 • 7 0 6 11111 5 0 4 0 3 1111 2 0 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 KEYNOTES 0334 FINISHED EXPOSED CONCRETE 0355 PRECAST CAP 0423 CONCRETE UNIT VENEER i T T 0554 STAINLESS STEEL CABLE RAIL INFILL n 1 L L 0724 EFS ARCHITECTS 0730 ROOF ABOVE(DASHED) _ 0731 ASPHALT SHINGLE ROOFING 1 7 5 0 BLANKENSHIP ROAD 0746 FIBER-CEMENT SIDING 0747 FIBER-CEMENT TRIM S U I T E 4 0 0 0762 CAP FLASHING WEST LINN, OREGON 97068 0769 GUTTER T11 503 . 305 . 8033 FAX 503 . 305 . 8034 0770 DOWNSPOUT 0797 Z FLASHING 0798 FLASHING AT TRIM ■ 0832 SLIDING GLASS DOOR ■ 0836 SECTIONAL OVERHEAD DOOR 0842 ALUMINUM STOREFRONT DOOR 0843 ALUMINUM STOREFRONT 0853 VINYL WINDOW K J H G F E D C B A ■ I I I I I I I I I I • 0730 I 073h I 0832 0853 0747 0798 A 0653 0554 0746 I B 0762 C 0730 0731 0769 A310 A310 A310 12" 12" �� ' LL I I I 4" �J I I I I �_ 4" a" �/ I i" LL South Stair Roof S Q i - — — — — 60'-2" �p OF O�IV North Stair Roof `G ! "— — _ I — _ _ 49 I �� ww58--sttt RRRrororofff West Roof High 12" — — — —! — 4 — — _ 12' T West Roost High -- - -�— _ 4" ■ ■ 56-2 4" — ----- I , Ll ass4000LL_ West Roof Low — — _ West Roof Low T I T T I T TI T u, T FT \ / EQ EQ \ / FT T 0770 \ 1 / \ I / z Lev 44 1"5 — — — — — — — — — — — — T — — Levels ( 0730 �v— ■ -- I I ■ W Z z I _ 6 2 T T - I T I T T �- ? z / a 0797 \ / o T n 33V 10" — — — — — — � — — — —el 4 1EE I — 1 — — 3ve10. I---1 qV z Z1 0832 N T F.T 0797 I T I T T o in If THIS WIDTH SHOULD BE 3" I' I I T 23V "3 — — — — — — — — — — — — — — — — — Level 3 23 7 0746 I I I T T I TI I T T I I EQ 0" \ 0355 / 0" _ 9 ' A850 �Level2 — — — — I I lY 3' 4" — — — — ■ Level z 13'-4" ° YOGA I PHOTO S LOBI r 1 I \ / - 13 2019-Apr-9 Submittal#26 12 2019-Mar-11 ASI#04-Deck Guardrails 7 2019-Jan-29 RFI#25 ° T T / T / T T \ --- - \ / 6 2019-Jan-22 Window Clarifications T T T T T T - T T '°' // \ T T T T T Permit VE LJ _ T \ aevlSIONSRe4 2018 Dec 26 visions M North Stair Lobby . / — — L ° \ T I T // 1 . // \\ South Stair lobby 12 NOV 2019 SUITE s EO T.I. Stre vel Suite 140 — — Ll ----- .° e, _ T 1-B" ■ PROJECT NUMBER DRAWN BY CHECKED BY 2'-0" — — — — — — — — — ` / Street Level Suite 12 130 16761 AO RLC o ■ Strep Level Suite 120 + 130 — — — — — 1'-0-0" Street Level-Su 110 I I I I I I I I 11 I I I 0" .-II 0334 ( 0843 0423 0836 I 0842 0334 I ALL DRAMINGS AND MRIITEN MATERLLL APPEARING HEREIN CONSUTUFE F" THE ORIGINAL AND UNPUBHSNED WORK OF THE ARCHRECI'AND MAY r NOT BE DU U N CONSENT OF THE ARCHITECT. j O 2018 HILL ARCHFFECI'S A B C U a A310 A310 A310 EXTERIOR ELEVATIONS NI a K H G.4 F.4 E C.6 B.6 A N V I V O� CD N i WEST ELEVATION A300 SCALE: 1/4" - 1'-0" v A300 10 ■ 9 IN 8 0 7 0 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 10 ■ 9 ■ B ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 KEYNOTES 0334 FINISHED EXPOSED CONCRETE 0423 CONCRETE UNIT VENEER 0554 STAINLESS STEEL CABLE RAIL INFILL H I L L 0730 ROOF ABOVE(DASHED) 0731 ASPHALT SHINGLE ROOFING 0746 FIBER-CEMENT SIDING ARCHITECTS 0747 FIBER-CEMENT TRIM 1 7 5 0 BLANKENSHIP ROAD 0769 GUTTER 0770 DOWNSPOUT S U I T E 4 0 0 0797 ZFLASHING WEST LINN. OREGON 97068 0834 COILING DDDR TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 0853 VINYL WINDOW 2650 WALL MOUNTED LIGHT ■ 1 2 3 4 5 ■ 0769 0731 0747 AD 0746 2 AE 0853 0769 A420 12• I 4 LLOYD South Stair Roof South StairRoof LL LL CO'-2" — — — — — — — — — — — — — — — 60' 2" Y I r1 S T- T� 12" 12" T— OF � West Roof High _ I I 1 q" q" - — — — — 1 56, - 0770 54-0■ 0 ) est Roof Low 52-2'. 0730 I 1 0730 T �� i W w � Levels — — — — — — — — — — 0746 — Level5 l— o 44'-1" 44' 1" 0a U 0746 1 2 ( I I 0853 Q Q H ■ I r I I T// • w W W IIMII a 2650 w o 33`110" — — — — — — — ——�—— — — 3inn e 101 0747 — I 0747 _ Iw I FiT � / \ / 0 / \ / ■ D . an -1 I- ♦f THIS WIDTH SHOULD BE 3" Level 3 l2evel 3 3'-7" — — — — — — — — — — — — — — — — — I / \ � T i I01, \ / i W ILL eveV —— — — — — — 13' 4" — — Leve L 2 — — — — 13,x„ a •, d 9334 rMorm I d 0423 " y; T T T T T T A ` e " e" 12 2019-Mar-11 ASI#04 Deck Guardrails 4 2018-Dec-26 Post Permit VE Revisions South Stair Lobby EVI 1''6 a, 41 •a s ___ - I ° '- a '° ° • <, a RSIONS n Street Level -Suite 110 0" y. e•. — — — 12-NOV-2019 SUITE 11ISSU0 T.I. t u c • D 0334 0834 E D334 ■ PROJECT NUMBER DRAWN BY CHECKED BY =1 A311 I I A311 I 16761 AO RLC U0 U I 1 1.6 1,9 ALL DRAWINGS AND WRffTEN MATERW.APPEARWG HEREW CONSTITUTE THE ORIGINAL AND UNPUBUSHED WORK OE THE ARCHITECT AND MAY NOT BE DUPUCATED.u) y 4.2 5 USEDORDISCLOSED WITHOUT THE PILI00.WRITTEN CON ENT OF THE ARCHIT O 2018 HRt ARCHITECTS N U a EXTERIOR ELEVATIONS a i SOUTH ELEVATION It A301 SCALE: 1/4"= I'-0" ON C) 0 N N .-1 301 10 • 9 ■ 8 • 7 0 6 0 5 0 4 0 3 0 2 • 1 10 ■ 9 ■ 8 ■ 7 IN 6 ■ 5 IN 4 ■ 3 ■ 2 ■ 1 " 5 St m1 Steve F Yu , � , , , - DOOR SCHEDULE - COFFEE SHOP T.I. rnEn 7DOOR DOOR FRAME DETAIL LOCATION HIL L DOOR TAG QUANTITY TYPE WIDTH SIDELIGHT HEIGHT MAT. FIN. RO WIDTH RO HEIGHT MAT. FIN. FIRE RATING HEAD ]AMB THRESHOLD REMARKS ' 111A 1 A 3'-0" T-0" 3'-2" T-1' Z SW PfaffleSt Z 1118 1 A-A S'-0" 7'-0" S�" T�" ARCHITECTS 1750 BLANKENSHIP ROAD e4 N �SWAtantaSl _ UPPER LEVEL KEYNOTES COFFEE SHOP T.I. ECZUIPMENT SUITE 400 ° s f z PARKING I LEVELI WEST LINN. OREGON 97068 " SW Baylor St n y sw Ba>l", = a ® 0 , PARKING 0836 SECTIONAL OVERHEAD DOOR Equipment Code Description Room: Number TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 z GARAGE 0930 TILE 1027 TOILET PAPER HOLDER 11001 18'x42"High Bar Counter with USB Charging Outlet Access 110 £sw Clint St y SW Clinton St a _ 1180 TRASH(bLLECFION BIN 11002 24"x42"High Bar Counter with USB Charging Outlet Access 110 ■ ?� v f i' --- 1 �� 1237 COUNTERTOP 11003 Condiment Table 110 ■ 2241 TOILET SW Damnout St \ 2244 SINK 11101 24"LONG STAINLESS STEEL GRAB BAR 111 7 5 �'9a F E A431 2612 ELECTRICAL PANEL 11102 18v LONG STAINLESS STEEL GRAB BAR 111 / 2650 WALL MOUNTED LIGHT 11103 42 LONG STAINLESS STEEL GRAB BAR 111 SYI Elmhurst St W - 11201 24"X36'Metal Table 112 0 0 _ sw Hermoso wa u u ♦ 11202 24"X36"Metal Table 112 yNg SW Frankll"Si o o (SHADEDAREA OF WORK 11203 36x72x%Display Case(Floor Model)Type 112 3 o o ♦ 11204 Under Counter Double Door Refridgerator 112 'sw Bevela"est 11205 Espresso Machine 112 D MLO data 2018 Gnsle Toms V Uu 11206 Coffee Grinder 112 AREA OF WORK AT FIRST FLOOR 11207 Blender 112 (SHADED -SEE 8/A431) 11208 Grease Trap Recessed in Floor 112 72ND AVENUE APARTMENTS 11209 Register 112 11210 Dishwasher 112 11211 18"x18•Wall Mounted Sink 112 VICINITY MAP ADDRESS:11740 SW 72ND AVENUE, 9 SITE PLAN $ TREET LEVEL PLAN ■ TIGARD, OREGON A431 SCALE: 1/32" = V-0" A431 SCALE: 1/32" = 1'-0" ■ NEW UNDER GROUND WASTE LINE CAPPED OFF FOR FUTURE USE (CONNECT 1 1.6 1.9 1 TO RECESSED GREASE TRAP) 1.6 1.9 1 13' 2" 1.6 1.9 LLOyD " 8'-O"TRACK LIGHTING " (CEILING MOUNTED) NEW UNDER GROUND WATERLINE RUN gyp1237 TO COUNTER FOR APPLIANCES •� —\ 12os S� OF ^Q�� F 1210 vl` 1203 120 120 I 121 D D N D I (� ■ ■ ALIGN p g _ _ _ ND KITCHEN Q I RUN CONDUIT UNDER NEW C 8'-0" 2'-0" I SMALL TABLES 1" 1209 L J �J° SLAB FOR POWER AND DATA 14' -0"TRACK LIGHTING F- \ �o E3 IN CASEWORK (CEILING MOUNTED) NEWDRAIN 100 0 1237 I \/ I 1204 C D JIJI al -c I r -� n _ 1aa F1 n F -- 36" CONC a - 1. _I U N L J 120 J -- - Z 6.6 I D r7- FIRST FLOOR WATER(E) 120 11206 I - VERIFY SHUT OFF " 0" D3A 3'-0" WALL LIGHT - -- VALVE. z - - 4-, ----I_--�p I I I\ 1003 H.GTRANSACTION Op �D E COUNTER 34" MAX. HEIGHT = _ , / � F-LI II 42"x24" LOWER CABINET 03 E3 o N - r L 6 SATORA(V W/OPEN DISPLAY I 110 d 2612 Gyyg — EXHAUST FAN I _ — n -- — p COFFEE SHOP _ ■ I GWB CEILING UNDER FLOOR SIDWALK 1180 110 2241 ■ WASTE(E) M a k- w w w �F NEW CONCRETE SLAB - 4 LARGE TABLES 111A - 1027 Q Q (HATCHED AREA) z z A a a I a - it I 0836 11 F_ 110 E' E' 77 9' 0' °• a. :. �— 1103 � � � d a la E3 O --- ----- g o B I u EXTERIOR PATIO II UP I L- I IL I I I I ■ � REFLECTED CEILING PLAN NEW AND EXISITING PLUMBING I I SMALL TABLES I I I I II I I • A431 SCALE: 1/4"= 1'-0" A431 SCALE: 1/4"= V-0" I I I THIS WIDTH SHOULD BE 3" I I I I I I I I I I I I I V V I i 1 1.6 1.9 5 ENLARGED FLOOR PLAN A431 SCALE: 1/4" = 1'-0" L E 0 V m m to U U N Y v L m REVISIONS t 2650 12-NOV-2019 SUITE 110 T.I. c Issues L Y W / \ 110 �/ \\ ■ PROTECT NUMBER DRAWN BY CHECKED BY ■ 110 i� \ 16761 KIT RC U o / 2612 0 1103 0 / \ o / , O O O ALL DRAWINGS AND WRITTEN MATERW.APPEARING HEREW CONSTRUFE / I \ N IV lV THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY j 1103 >\ NOT BE DUPLIGTED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN i ONSENT OF THE > 110 _ 0201E fl LARcHFFEcrs CCHRER O o X o 1027 a 1103 o ¢ o o a \ M 110 N N 0930 ¢ SUITE 110 T.I. - COFFEE SHOP a \ / v 2244 0930 2241 INSULATED PIPESLn 2241 1027 0930 0930 In rn 0 (714 N 4 BATH 1 3 ATH 2 2 BATH 3 1 BATH 4 A431 SCALE: 3/8"= 1' 0" A431 SCALE: 3/8"= 1'-0" A431 SCALE: 3/8" = 1'-0" A431 SCALE: 3/8" = 1'-0" /� .� 1/�, a 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 GRID GRID GRID GRID 0 LL O O LL " U HILL �ILL (1) LAYER 5/8"TYPE'X'G.W.B. A RC H I TE C TS _ (2) LAYERS 5/8"TYPE'X' G.W.B. BASE LAYER EXTERIOR CLADDING = WITH 1"TYPE S DRYWALL SCREWS 24"O.C. 2 x 4 WOOD STUDS @ 16"O.C. MIN.TYP. U.N.O., WALL INSULATION FACE LAYER WITH 1-5/8"TYPE S DRYWALL WATER RESISTIVE BARRIER(W.R.B.) 1 7 5 0 B L A N K E N S H I P R O A D 2 x 6 WOOD STUDS @ 16"O.C. MAX.,TYP. U.N.O. WALL SHEATHING SCREWS 12" O.C. (1) LAYER 5/8"TYPE'X'G.W.B. BOTH SIDES WITH 6d CEMENT SUITE a o 0 COATED NAILS, 1-7/8" LONG, 0.0915"SHANK DIAM.AND 1/4" 2 x 6 WOOD STUDS @ 16"O.C. MAX.,TYP. U.N.O. WATER RESISTIVE BARRIER(W.R.B.) WEST 1 I N N. OREGON 9 7 0 6 8 DIAM. HEAD, 7"O.C. AS AN ALERNATE, NO. BULGE HEAD WALL INSULATION DRYWALL SCREWS, 1 7/8" LONG MAY BE SUBSITUTED FOR THE 6d ) (1) LAYER 5/8"TYPE'X' FIBERGLASS-MAT G.W.B. TEL 50" . 305 . 3033 FAX 503 . 305 . s034 (1) LAYER 5/8"TYPE'X'G.W.B. BOTH SIDES 1 1/2"RIGID EPS INSULATION CEMENT COATED NAILS. W/ 1-1/4"TYPE'W' DRYWALL SCREWS @ 12"O.C. MAX OR WITH 1-3/4"GALVANIZED ROOFING NAILS 4" 6d (1 7/8" LONG,0.0915"SHANK, 1/4" HEAD)COATED O.C.AT VERTICAL JOINTS AND 7"O.C.AT WALL SHEATHING (WHERE OCCURS) 1"MIN.AIR SPACE INTERMEDIATE STUDS ADN TOP AND BOTTOM AIR SPACE ■ (2) LAYERS 5/8"TYPE'X'G.W.B. BASE LAYER DRYWALL NAILS @ 7"O.C. MAX PLATES. 4H CMU VENEER ■ WITH 1"TYPES DRYWALL SCREWS 24"O.C. WALL INSULATION IN EACH ROW I FIRE TEST FACE LAYER WITH 1-5/8"TYPE S DRYWALL WALL SHEATHING (WHERE OCCURS) WALL SHEATHING GA FILE NO.: WP-8109 6" P.I.P. CONCRETE STEM WALL BELOW CMU SCREWS 12"O.C. I UL R3501-47, -48,9-17-65, FIRE TEST FIRE TEST WALL INSULATION UL DESIGN U309 25 ga. METAL STUDS @ 24"O.C.TYP. U.N.O. GA FILE NO.: WP-1521 GA FILE NO.: WP-3605 OR WP-3614 METAL STUDS-WIDTH 'W' EQUALS E 3-5/8" METAL STUDS @ 24" UL R1319-129 7-22-70 3-5/8"AT WALL TYPE'D3A' WP 1545 FIRE TEST -- UL DESIGN U314 O.C. MAX.,TYP. U.N.O. FIRE TEST 6"AT WALL TYPE'D3B' FIRE RATING: 2-HR UL FILE NO.: U341 UL Design U305 CO LAYER 5/8"TYPE'X'G.W.B. WITH 6d 9 FIRE RATING: 1-HR UL FILE NO.: U419 FIRE RATING: 1-HR FIRE RATING: 1-HR I COATED NAILS, 1-7/8" LONG,0.0915" SOUND TEST PLAN VIEW SHANK, 1/4" HEADS, 7"O.C. SOUND TEST FIRE RATING: --- PLAN VIEW GA FILE NO.: WP-1521 SOUND TEST PLAN VIEW SOUND TEST GA FILE NO.: WP-3240 SOUND TEST NRCC815-NV,2-3-81 NGC 2198 --- PLAN VIEW --- PLAN VIEW --- STC RATING: 55-59 STC RATING: 54 STC RATING: NONE STC RATING: NONE STC RATING: NONE 3 FIRE BARRIER 3-5/8" METAL STUDS C3 FIRE PARTITION - DBL 2X4 WALL B4 INTERIOR WALL - 2X6 WOOD STUDS (Afft EXTERIOR WALL - 2X6 WOOD STUDS A7 EXTERIOR WALL - 3-5/8" METAL STUDS Asoo 2-HR RATED, NON-BEARING SCALE: 11/2" = V-0" A800 I-HR RATED, BEARING SCALE: 1 1/2" = I'-0" A80o 1-HR RATED, BEARING SCALE: 11/2" 1'-0" Asoo 1-HR RATED SCALE: 11/2" V-o" Asoo I-HR RATED INTERIOR EXPOSURE ONLY SCALE: 1 1/2" = V-0" GRID GRID GRID w WALL INSULATION, MIN. 3-1/2"GLASS of L L LL FIBER BATTS,0.80 PCF,WOVEN IN CAVITY I� EXTERIOR CLADDING II I I� EXTERIOR CLADDING 2 x 4 WOOD STUDS @ 16"O.C. MAX. STAGGERED I I I I 2 x 4 WOOD STUDS @ 24"O.C. MAX.,TYP. U.N.O. 2 x 4 WOOD STUDS @ 16"O.C. MAX.,TYP. U.N.O. 8"O.C. ON 2 x 6 PLATE,TYP. U.N.O. I I I = I S� O ��10 2 x 4 WOOD STUDS @ 16"O.C. MAX.,TYP. U.N.O. I I I . CONCRETE WALL-WIDTH 'W' EQUALS o I I I . _ I 8"AT WALL TYPE'A6A' F (2) LAYER 5/8"TYPE'X'G.W.B. BASE LAYER WITH 6d 'D (1) LAYER 5/8"TYPE G.W.B. BASE LAYER — (1) LAYER 5/8"TYPE G.W.B. BOTH SIDES I WATER RESISTIVE BARRIER(W.R.B.) I I I I 10"AT WALL TYPE'A6B' WITH 6d COATED NAILS, 1-7/8" LONG, W/ 1-1/4"TYPE'W' DRYWALL SCREWS @ 12"O.C. MAX OR I I I _ I 12"AT WALL TYPE'A6C' COATED NAILS, 1-7/8" LONG, 0.085"SHANK, 1/4" HEADS, 0.0915" SHANK, 1/4"HEADS, 7"O.C. (2) LAYERS 5/8"TYPE'X'G.W.B. BASE 24"O.C. FACE LAYER WITH 8d COATED NAILS, 2-3/8" 6d (1-7/8" LONG,0.0915"SHANK, 1/4" HEAD)COATED I I I I LONG, 0.100"SHANK, 1/4" HEADS,8"O.C. DRYWALL NAILS @ 7"O.C. MAX LAYER WITH 6d COATED NAILS, 1-7/8" I I I . WATER RESISTIVE BARRIER(W.R.B.) ■ WALL SHEATHING (WHERE OCCURS) LONG, 0.085"SHANK, 1/4" HEADS, 24" I I I I O.C. FACE LAYER WITH 8d COATED NAILS, FIRE TEST II FOR WALLS WITH FURRING, SEE FURRING ■ (1) LAYER 5/8"TYPE'X'G.W.B. BASE LAYER WALL SHEATHING (WHERE OCCURS) 2-3/8"LONG, 0.100"SHANK, 1/4" HEADS, GA FILE NO.: WP 8415 I I I ° ( WALL TYPES SHOWN ON PLANS 8"O.C. I I I s FIRE TEST WITH 6d COATED NAILS, 1-7/8" LONG, FIRE TEST UL R3501-47, -48,9-17-65, GA FILE NO.: WP-4135 0.0915"SHANK, 1/4"HEADS, 7"O.C. GA FILE NO.: 3371 FIRE TEST UL DESIGN U309 I I I • I (/� FM WP 360 9-27-74 UL R4024, 14NBO2096, GA FILE NO.: WP-3605 OR WP-3614 UL R1319-129, 7-22-70, I I I --- 6-16-14, UL DESIGN U340 --- WALL SHEATHING UL DESIGN U314 I I I a IW! FIRE TEST FIRE RATING: 2-HR FIRE RATING: 1-HR UL Design U305 I FIRE RATING: 2-HR I I e I FIRE RATING 1 HR WALL INSULATION I I I WIDTH- I IBC TABLE 721.1, ITEM 4-1.1 SOUND TEST SOUND TEST SOUND TEST ;•. :" FIRE RATING: 3 HR. w PLAN VIEW w PLAN VIEW GA FILE NO.: WP-4135 GA FILE NO.: WO-1486 PLAN VIEW SOUND TEST --- SOUND TEST NOAL 17-0829, 8-23-17 STC RATING: 51 --- PLAN VIEW STC RATING: NONE PLAN VIEW -- STC RATING: 40-44 STC RATING: NONE STC RATING: NONE O 2 FIRE BARRIER - 2X4 WOOD STUDS C2 FIRE PARTITION 2X4 STAGGERED B3 INTERIOR WALL - 2X4 WOOD STUDS (A-_jA EXTERIOR WALL - 2X4 WOOD STUDS A6 EXTERIOR WALL - CONCRETE o ,. Asoo 2-HR RATED, NON-BEARING SCALE: 1 1/2" = 1'-0" A800 1-HR RATED, BEARING SCALE: 1 1/2" = V-0" Asoo 1-HR RATED, BEARING SCALE: 11/2• = 1•-0" Asoo 2-HR RATED INTERIOR EXPOSURE ONLY SCALE: 11/2" V-0" Asoo 3-HR RATED SCALE: 1 1/2" = V-0" ^ 5 (7 W W ■ ■ W z > > GRID GRID ° ° Z z GRID z C65 ~ w 0 L9 o WALL SHEATHING (WHERE OCCURS) Ao o WALL INSULATION o LL LL LL 2 x 4 WOOD STUDS @ 16"O.C. MAX.STAGGERED WALL INSULATION I I I 8"O.C.ON 2 x 6 PLATE,TYP. U.N.O., 2 x 4 WOOD STUDS @ 16"O.C. MAX.STAGGERED I I I EXTERIOR CLADDING SEE EXTERIOR ELEVATIONS ~J 8"O.C. ON 2 x 6 PLATE,TYP. U.N.O. 2 x 6 WOOD STUDS @ 16"O.C. MAX.,TYP. U.N.O. I I I ��--�� (2) LAYERS 5/8"TYPE'X'G.W.B. BASE LAYER �' I I I CMU WALL-WIDTH 'W' EQUALS 2 x 6 WOOD STUDS @ 16"O.C. MAX.,TYP. U.N.O. N o I I I 6"CMU AT WALL TYPE'A9A" WITH 6d COATED NAILS, 1-7/8" LONG, 0.085" b (2) LAYERS 5/8"TYPE'X'G.W.B. BASE LAYER WALL INSULATION I I I 8"CMU AT WALL TYPE'A9B' SHANK, 1/4" HEADS, 24"O.C. FACE LAYER WITH I I I WATER RESISTIVE BARRIER(W.R.B.) 8d COATED NAILS, 2-3/8" LONG,0.113"SHANK, WITH 6d COATED NAILS, 1-7/8" LONG,0.085" (WHERE OCCURS) 9/32" HEADS, 8"O.C. SHANK, 1/4" HEADS, 24"O.C. FACE LAYER WITH I I I ■ 8d COATED NAILS,2-3/8'LONG, 0.113"SHANK, (1) LAYER 5/8"TYPE'X'G.W.B. (2) LAYERS 5/8"TYPE'X'G.W.B. BASE LAYER I I FOR WALLS WITH FURRING, SEE FURRING I WALL SHEATHING ■ 9/32" HEADS,8"O.C. (1) LAYER 5/8"WATER-RESISTIVE G.W.B. I I I WALL TYPE SHOWN ON PLAN WITH 6d COATED NAILS, 1-7/8"LONG, 0.085" IN BATHROOMS' ATHROOMS I I I I (1) LAYER 5/8TYPEIf THIS WIDTH SHOULD BE 3" ' " 'X'G.W.B. SHANK, 1/4" HEADS, 24"O.C. FACE LAYER WITH (2) LAYERS 5/8"TYPE'XG.W.B. BASE I I I 8d COATED NAILS, 2-3/8" LONG,0.113"SHANK, FIRE TEST LAYER WITH 6d COATED NAILS, 1-7/8" FIRE TEST I I I WALL INSULATION 9/32"HEADS, 8"O.C. GA FILE NO.: 3910 LONG, 0.085"SHANK, 1/4" HEADS, 24" GA FILE NO.: 3910 I I I WP4135 AO.C. FACE LAYER WITH 8d COATED NAILS, WP4135 I I I i FIRE TEST UL R4024, 10-31-68 2-3/8" LONG,0.113"SHANK, 9/32" UL R4024, 10-31-68 FIRE TEST I I I FIRE TEST I IBC 16-1.3 TABLE 721.1(2) PLAN VIEW FIRE RATING: 2-HR HEADS, 8"O.C. FIRE RATING: 1-HR I I I IBC TABLE 721.1, ITEM 3 FIRE RATING: NONE INSIDE ONLY PER SECTION 705.5 SOUND TEST PLAN VIEW SOUND TEST —u FIRE RATING: 2-HR. FIRE RATING: 1-HR U GA FILE NO.: WP-3910 GA FILE NO.: WP-3910 PLAN VIEW SOUND TEST SOUND TEST NGC 2377, 5-19-70 NGC 2377, 5-19-70 PLAN VIEW SOUND TEST PLAN VIEW ---- STC RATING: 50-54 STC RATING: 50-54 STC RATING: NONE STC RATING: NONE STC RATING: NONE 1 FIRE BARRIER - 2X4 STAGGERED C1 FIRE PARTITION 2X4 STAGGERED B2 INTERIOR WALL - 2X6 WOOD STUDS A9 EXTERIOR WALL - CMU A2 EXTERIOR WALL - 2X6 WOOD STUDS Asoo 2-HR RATED, BEARING SCALE: 1 1/2" = V-O" ABoo 1-HR RATED, BEARING SCALE: 1 1/2" = I'-0" ABoo NON-RATED, NON-BEARING SCALE: 11/2" - l'-O" Asoo 2-HR RATED SCALE: 1 1/2" = 1'-0" A800 1-HR RATED INTERIOR EXPOSURE ONLY SCALE: 1 1/2" = r-0" ?LL: GRID GRID N 0 8" 25 ga. METAL STUDS @ 24"O.C.TYP. U.N.O. 1 MEETING ROOM SIDE o 14 2019-Feb-7 RFI #24 m I - 3-5/8"AT WALL TYPE 2-1/2"METAL STUDS @ 16"O.C. MAX.,TYP. U.N.O. LL 6"AT WALL TYPE'B5B' m 9 2019-Jan-30 Wall Type Clarifications WALL INSULATION 8 2019-Jan-30 Wall Fastener Clarifications I 2 x 6 WOOD STUDS @ 16"O.C. MAX.,TYP. U.N.O. I~ EXTERIOR CLADDING L I (1) LAYER 5/8"TYPE G.W.B. BASE LAYER I (2) LAYERS 5/8"TYPE'X'G.W.B. BASE LAYER WITH 1"TYPE S DRYWALL SCREWS 24"O.C. 2 x 4 WOOD STUDS @ 16"O.C. MAX.,TYP. U.N.O. I 4 2018-Dec-26 Post Permit NS Revisions o FACE LAYER WITH 1-5/8"TYPE S DRYWALL WALL SHEATHING ^ I WITH 6d CEMENT COATED NAILS, 1-7/8" LONG, m SCREWS 12"O.C. REVISIONS 2 z 4 WOOD STUDS @ 16"O.C. MAX.,TYP. U.N.O. �^ I 0.0915", SHANK, 15/64" HEADS, 7"O.C. FACE WATER RESISTIVE BARRIER(W.R.B.) I 12-NOV-2019 SUITE 110 T.I. a I LAYER WITH 8d CEMENT COATED NAILS, 2-3/8" - - WALL INSULATION WALL INSULATION LONG, 6"O.C. (WHERE OCCURS) 1 1/2"RIGID EPS INSULATION I WATER RESISTIVE BARRIER(W.R.B.) ues C \ ' o ■ I WALL INSULATION _ WALL SHEATHING (WHERE OCCURS) (1) LAYER 5/8"TYPE'X'G.W.B. AIR SPACE ■ PROJECT NUMBER DRAWN BY CIH cKED BY (1) LAYER 5/8"WATER-RESISTIVE G.W.B. 16761 BC/RC RLC N I RESILIENT CHANNELS WITH 1-1/4"TYPE S IN BATHROOMS 4"CMU VENEER U DRYWALL SCREWS. (1) LAYER 5/8"TYPE'X'G.W.B. BASE LAYER FIRE TEST ID I i WITH 1"TYPE S DRYWALL SCREWS 24"O.C. 6" P.I.P.CONCRETE STEM WALL BELOW CMU GA FILE NO.: WP-8109 ID I FIRE TESTR (1) LAYER 5/8"TYPE'X'G.W.B. WITH 6d UL R3501 47 48 9-17-65, ALL DRAWINGS AND WRITTEN MATERIAL APPEARINGAR HEREIN ANDhIYCONSTITUTE 'H O1 LAYER 5/8'TYPE'X'G.W.B.WITH 1" _ FACE LAYER WITH 1-5/8"TYPE S DRYWALL COATED NAILS 1-7/8" LONG 0.0915" THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY / GA FILE NO.: WP-3245 SCREWS 12"O.C. (1) LAYER 5/8"TYPE 'X'G.W.B. UL DESIGN U309 NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN TYPE S DRYWALL SCREWS 8"O.C. SHANK 1/4" HEADS 7"O.C. CONSENT OF THE ARCHITECT UL R14196, OSNK05371, 2-15-05, UL R1319-129,7-22-70, 02018 HILL ARCHITECTS UL DESIGN U305 FIRE TEST FIRE TEST FIRE TEST I WALL SHEATHING UL DESIGN U314 FIRE RATING: 1-HR --- UL FILE NO.: U419 I FIRE RATING: 1-HR U FIRE RATING: NONE FIRE RATING: NONE WALL INSULATION PLAN VIEW FIRE RATING: --- SOUND TEST SOUND TEST ¢ CONSTRUCTION GA FILE NO.: WP-3245SOUND TEST PLAN VIEW SOUND TEST SOUND TEST GA FILE NO.: WP-3240 In NRCCTL-93-116, IRC-IR-761, 3-98 PLAN VIEW PLAN VIEW --- PLAN VIEW --- STC RATING: 50-54 STC RATING: NONE STC RATING: NONE STC RATING: NONE STC RATING: NONE ASSEMBLIES N In C4 FIRE PARTITION - 2X6 WOOD STUDSB5 INTERIOR WALL - METAL STUDS B1 INTERIOR WALL - 2X4 WOOD STUDS A8 EXTERIOR WALL - 2-1/211 METAL STUDS Al EXTERIOR WALL - 2X4 WOOD STUDS Asoo 1-HR RATED, BEARING SCALE: 11/2" = V-0" Asoo NON-RATED, NON-BEARING SCALE: 11/2" = 1'-0" A800 NON-RATED, NON-BEARING SCALE: 11/2• = 1--0" Asoo 1-HR RATED INTERIOR EXPOSURE ONLY SCALE: 11/2" V-0" Asoo 1-HR RATED INTERIOR EXPOSURE ONLY SCALE: 11/2" = r-0" N rl 0 A800 10 ■ 9 ■ 8 ■ 7 0 6 0 5 ■ 4 0 3 0 2 0 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 4" GRID — 1"FIBER CEMENT TRIM ALL SIDES 0 rri rrrrr,rrr ri , DRAINAGE MAT OVER SHEET WATERPROOFING FACE OF CONCRETE OR MASONRY WALL rri iii iir % ri rr n ri r r MEMBRANE I (WHERE OCCURS) O -------- HIL L 4"'C-H'SHAPED METAL STUDS @ 24"O.C. LL ri% ri CONCRETE TOPPING SLAB I 2-1/2" METAL STUDS @ 24"O.C. MAX.,TYP. U.N.O. THICKNESS&REINFORCEMENT PER STRUCTURAL WALL SHEATHING (WHERE OCCURS) riri , STRUCTURAL P.T. WOOD POST ARCHITECTS WALL INSULATION x rr rir N � rrr rri (1) LAYER 1" PROPRIETARYTYPE'X' FIBERGLASS MAT I 1/2" MIN.AIR SPACE 1 7 5 0 B L A N K E N S H I P ROA D r; ° ` OND STUDS 6 PLATEl STAGGERED S U I T E 4 0 0 WEATHER RESISTIVE BARRIER �o G.W.B. PANELS INSERTED IN 'H'STUDS iir i%i u 1 LAYER 5/8"TYPE'X'G.W.B. u WEST L I N N. OREGON 9 7 0 6 8 rrr i%%ii%irrr/r%irri rrirr rrr I O 0 ri r rrrrrrrirrri;rrr o I (1) LAYER 5/8"TYPE'X'WATER RESISTIVE G.W.B. co TE1 503 . 305 . 8033 FAX 503 . 305 . 8034 (2) LAYERS 5/8" PROPRIETARY TYPE G.W.B. BASE IN BATHROOMS (1) LAYER 5/8"TYPE'X'G.W.B. BASE LAYER WITH SEALANT, EACH CORNER LAYER WITH 1"TYPE S DRYWALL SCREWS 24"O.C. 6d COATED NAILS, 1-7/8"LONG, 0.085"SHANK, FACE LAYER WITH 1-5/8"TYPE S DRYWALL SCREWS 1/4"HEADS, 24"O.C. FACE LAYER WITH Sd 24"O.C.ALONG TOP AND BOTTOM TRACKS AND 12" WALL INSULATION COATED NAILS, 2-3/8"LONG, 0.113"SHANK, ■ O.C.AT VERTICAL JOINTS AND INTERMEDIATE STUDS. i (WHERE OCCURS) 9/32"HEADS,8"O.C. ■ BEAM PER STRUCTURAL DWGS. 3/4" PLYWOOD UNDERLAYMENT I (1) LAYER 5/8"TYPE'X'G.W.B. BASE T&G DECKING PER STRUCTURAL WALL INSULATION I LAYER WITH 6d COATED NAILS, 1-7/8" FIRE TEST FIRE TEST I LONG, 0.085" SHANK, 1/4"HEADS, 24" GA FILE NO.: 3910 NOTE: JOIST/BEAM (BEYOND) PER STRUCTURAL GA FILE NO.: WP-7054 I O.C. FACE LAYER WITH 8d COATED NAILS, WP4135 SEE EXTERIOR ELEVATIONS FOR FIRE TEST SHAFT SIDE UL 11,2717,08NK012297,9-11-08 I FIRE TEST 2-3/8"LONG, 0.113"SHANK,9/32" UL R4024, 10-31-68 UL DESIGN V473 FINISHES HEADS,8"O.C. FIRE RATING: 1-HR FIRE RATING: NONE FIRE RATING: 2-HR I FIRE RATING: NONE PLAN VIEW SOUND TEST SOUND TEST L� NOTE: SLOPE ASSEMBLY TO DRAIN PER EDGE BEAM ELELVATION SOUND TEST PLAN VIEW SOUND TEST GA FILE NO.: WP-3910 ED SECTION VIEW STC RATING: NONE PLAN VIEW --- NGC 2377, 5-19-70 STC RATING: NONE STC RATING: NONE STC RATING: 50-54 Z1 COLUMN - WOOD POST v_3 FLOOR - OUTDOOR DECK 2 SHAFT WALL - 4" C-H METAL STUDS E2 FURRING - 2-1/2" METAL STUDS FIRE BARRIER 2X4 STAGGERED As01 AT PATIO/DECK (LOOKING UP) - NON-RATED SCALE: 3" = 1'-0" A801 CONCRETE TOPPING ON 3X DECK SCALE: 11/2" = 1'-0" As01 2-HR FIRE BARRIER, NON-BEARING SCALE: 11/2" = 1'-0" As01 NON-RATED, NON-BEARING SCALE: 11/2" = 1'-0" A801 1-HR RATED, BEARING SCALE: 11/2" = 1'-0" GRID ■ o ■ 0 FLOOR FINISH �A FLOOR FINISH PER IFI(WHERE OCCURS) 1"GYPSUM CEMENT FLOOR TOPPING (OVER SOUND CONTROL MATTING AT HARD 2-1/2"C-H'SHAPED METAL STUDS, 25 GA. GALV. STL. 3-5/8"25 ga. METAL STUDS @ 24"O.C.TYP. U.N.O. POST TENSION CONCRETE FLOOR SLAB SURFACE FLOORING) @ 24"O.C. MAX.,TYP. U.N.O., RE: STRUCTURAL (jp» FLOOR SHEATHING L` ----- — -------- (1) LAYERS 5/8"TYPE 'X'G.W.B. BASE LAYER -21 qg ;? -------- — --- ITH 1"TYPE S DRYWALL SCREWS 24"O.C. (1) LAYER 1" PROPRIETARY TYPE'X' FIBERGLASS-MAT W FACE LAYER WITH 1-5/8"TYPE S DRYWALL e d' G.W.B. PANELS INSERTED IN 'H'STUDS 2 x 4 WOOD STUDS @ 16"O.C. MAX.,TYP. U.N.O., O 6 ••° r, = SCREWS 12"O.C. C5 (2) LAYERS 5/8" PROPRIETARY TYPE'X'G.W.B. BASE °� •° " °+ � w o LAYER WITH 1"TYPE S DRYWALL SCREWS 24"O.C. WALL INSULATION WALL INSULATION .No �L FACE LAYER WITH 1-5/8"TYPE S DRYWALL SCREWS (WHERE OCCURS) T&G DECKING PER STRUCTURAL 24"O.C.ALONG TOP AND BOTTOM TRACKS AND 12" ■ STUDS. VERTICAL JOINTS AND INTERMEDIATE (1) LAYER 5/8"TYPE'X'G.W.B. (1) LAYER 5/8"WATER-RESISTIVE G.W.B. ■ WALL INSULATION IN BATHROOMS (1) LAYERS 5/8"TYPE'X'G.W.B. BASE LAYER WITH 1"TYPE S DRYWALL SCREWS 24"O.C. FACE LAYER WITH 1-5/8"TYPE S DRYWALL CEILING INSULATION FIRE TEST SCREWS 12"O.C. FIRE TEST � GA FILE NO.: WP-7054 GA FILE NO.: WP-1521 PROTECTION MEMBRANE FIRE TEST FIRE TEST SHAFT SIDE UL R2717,08NK012297, 9-11-08 ROOM SIDE FIRE TEST WP-1545 STICK-PIN INSULATION ATTACHMENT IBC TABLE 721.1 (3), ITEM 1-1.1 --- UL DESIGN V473 FIRE RATING: 1-HR FIRE RATING: 3 FIRE RATING: H.T. FOR 1-HR. FIRE RATING: 2-HR FIRE RATING: NONE __a SOUND TEST w SOUND TEST SOUND TEST PLAN VIEW SOUND TEST GA FILE NO.: WP-1521 SOUND TEST PLAN VIEW PLAN VIEW SECTION VIEW STC RATING: NONE SECTION VIEW RaLrLo9 35s, 12-8-08 STC RATING: 50-54 ___ NRCC81 TNG: 55-81 59 o STC RATING: NONE STC RATING: NONE STC RATING: 55-59 2 FLOOR - POST TENSIONED SLAB 2 FLOOR - 3X DECKING 1 SHAFT WALL - 2-1/2" C-H MTL STUDS 1 CHASE - 2X4 WOOD STUDS 6 FIRE BARRIER 3-5/8" METAL STUDS o Aso1 3-HR HORIZONTAL SEPARATION SCALE: 11/2" = 1'-0" Aso1 HEAVY TIMBER FOR 1-HR RATED SCALE: 1 1/2" = 1'-0" A801 2-HR FIRE BARRIER, NON-BEARING SCALE: 1 1/2" = 1'-0" Asot I-HR RATED, BEARING SCALE: 1 1/2" = 1'-0" A801 SCALE: 1 1/2" 1'-0" 1-HR RATED, NON-BEARING < - ° G ■ FLOOR FINISH ■ W GRID ¢ Q FLOOR FINISH 1"GYPSUM CEMENT FLOOR TOPPING q (OVER SOUND CONTROL MATTING AT HARD o N SURFACE FLOORING) N 7 (this is a keynote) O w �� o FLOOR SHEATHING I cS CONCRETE SLAB-ON-GRADE ----- ------- � ------- I SEE PLAN FOR SUPPORTING WALL TYPE � 2 x 4 WOOD STUDS @ 16"O.C. MIN.TYP. U.N.O., 2 x 4 WOOD STUDS @ 16"O.C. MAX.,TYP. U.N.O., (1) LAYER 5/8"TYPE'X'G.W.B. BOTH SIDES WITH 6d CEMENT (� COATED NAILS, 1-7/8"LONG, 0.0915" SHANK DIAM. AND 1/4" 0 0 0 0 0 0 0 o I DIAM. HEAD, 7"O.C. AS AN ALERNATE, NO. 6 BULGE HEAD 3" RIGID EPS INSULATION WALL INSULATION DRYWALL SCREWS, 1-7/8" LONG MAY BE SUBSITUTED FOR THE 6d 0 0 0 0 0 0 0 (WHERE OCCURS) CEMENT COATED NAILS. ■ 0 0 0 0 0 0 0 0 (1) LAYER 5/8"TYPE'X'G.W.B. 1" MIN.AIR SPACE ■ 3-1/2"GLASS FIBER INSULATION I (1) LAYER 5/8"WATER-RESISTIVE G.W.B. I WALL INSULATION IN EACH ROW THIS WIDTH SHOULD BE 3" AT BOTTOM OF FLOOR CAVITY IN BATHROOMS I GRAVEL SUBGRADE PER GEOTECH REPORT RESILIENT CHANNELS AT 16"O.C. APPROVED SOIL (2) LAYERS 5/8"TYPE'X'G.W.B. FIRE TESTES REPORT NO.: ESR-1153 I ROOM SIDE FIRE TEST PROVIDE NONCOMBUSTIBLE ES REPORT NO.: ESR-2540 FIRE TEST FIRE TEST FIRE TEST __ NOTE: INSULATION ALONG LENGTH OF FIRE RATING: 1-HR. I UL FILE NO.: U419 --- UL FILE NO.: U341 FIRE RATING: NONE BASED ON ESR-1153, EACH JOIST, DIVIDE SO THAT NO FIRE RATING: --- FIRE RATING: NONE PLAN VIEW FIRE RATING: 1-HR L' ASSEMBLY B, OPTION 2 SPACE EXCEEDS 160 CUBIC FEET SOUND TEST SOUND TEST SOUND TEST SOUND TEST SOUND TEST IIC RATING: 50-54 PLAN VIEW --- PLAN VIEW --_ NGC 2198 TYPICAL SLAB-ON-GRADE SECTION VIEW STC RATING: NONE TYPICAL GUEST ROOM FLOORING/CEILING ASSEMBLY SECTION VIEW STC RATING: 58 STC RATING: NONE STC RATING: NONE STC RATING: 54 1 FLOOR - SLAB ON GRADE 1 FLOOR - WOOD I-JOISTS E5 FURRING WALL - RIGID INSULATION E1 FURRING - 2X4 WOOD STUDS 5 FIRE BARRIER - DBL 2X4 WALL As01 SCALE: 1 1/2" = V-O" A801 1-HR RATED HORIZONTAL ASSEMBLY SCALE: 1 1/2" = 1'-0" A801 NON-RATED, NON-BEARING SCALE: 1 1/2" = r-0" Aso1 NON-RATED, NON-BEARING SCALE: 1 1/2" = 1'-0" A801 1-HR RATED, BEARING SCALE: 11/2" = 1'-0" 2-HR WALL ASSEMBLY ROOF SYSTEM ROOF TRUSSES 2'-0"O.C. MAX FACE OF CONCRETE OR MASONRY WALL I (WHERE OCCURS) UNIT STAIR ROOF SHEATHING I 18 2019-Jul-25 RFI#50 Response 1-HR TJI FLOOR ASSEMBLY I 3-5/8" METAL STUDS @ 24"O.C. MAX.,TYP. U.N.O. 16 2019-May-21 RFI#45 m \ PROVIDE BAFFLE OVER INSULATION TO m — — — I 9 2019-tan-30 Wall Type Clarifications \\\ MAINTAIN 1"VENTILATION CLEAR SPACE \\\ OVER INSULATION I 8 2019-Jan-30 Wall Fastener Clarifications > BLOWN IN INSULATION I 1/2" MIN.AIR SPACE 4 2018-Dec-26 Post Permit VE Revisions L DOUBLE BLOCKING JOIST HANGER(PER STRUCTURAL) n BLOCKING BETWEEN 2x8 Fl 2 x 4 WOOD STUDS @ 16"O.C. MAX.,TYP. U.N.O. EVI I RSIONS \\ I (1) LAYER 5/8"TYPE'X'G.W.B. (1) LAYER 5/8"TYPE'X' WATER-RESISTIVE G.W.B. 12-NOV-2019 SUITE 110 T.I. z IN BATHROOMS (1) LAYER 5/8"TYPE'X'G.W.B. BOTH SIDES Issues u � I w/ 1-1/4"TYPE'W'DRYWALL SCREWS @ 12"O.C. MAX OR 6d 1-7/8" LONG,0.0915"SHANK, 1/4" HEAD COATED 0 ■ I ( ) ■ PROTECT NUMBER DRAWN BY CHECKED BY WALL INSULATION DRYWALL NAILS @ 7"O.C. MAX 16761 BC/RC RLC RIM BOARD I (WHERE OCCURS) u I - WALL SHEATHING (WHERE OCCURS) (2) LAYERS 5/8"TYPE'X' I ALL DRAWINGS AND WRITTEN MATER AL APPEARING HER IN CONSTITUTE r� I THE ORIGINAL AND UNPUBLISHED WORK 01THE ARCHITECT AND MAY GYPSUM BOARD FIRE TEST GA FILE NO.: RC2602 I FIRE TEST NOT E DUPLICATED,USED OR DISCLOSED WITHOUT THE P0.100.WRITTEN 5 FM FC 172, 2-25-72 I GA FILE NO.: WP-3605 OR WP-3614 CONSENT OF THE ITEM EC w ITS, 8-6-98 FIRE TEST ®zols HILL ARCHDECiS UL Design U305 uFIRE RATING: 1-HR FIRE RATING: NONE FIRE RATING: 1-HR SOUND TEST SOUND TEST PLAN VIEW SOUND TEST CL cA a CONSTRUCTION FILE No.: --- PLAN VIEW SECTION VIEW SECTION VIEWsrcRaneG: NONE STC RATING: NONE ASSEMBLIES 4 1-HR FLOOR TO 2-HR WALL T1 ROOF - WOOD TRUSS E3 FURRING - 3-5/8" METAL STUDS4 FIRE BARRIER - 2X4 WOOD STUDS NAT AT STAIR ENCLOSURE TO UNIT SCALE: 1 1/2" = 1'-0" A801 1-HR RATED ROOF-CEILING SCALE: 11/2" = V-0" A801 NON-RATED, NON-BEARING SCALE: 1 1/2" = 1'-0" Aso1 I-HR RATED, NON-BEARING SCALE: 1 1/2" = 1'-0" \ N N 801 10 0 9 0 8 0 7 0 6 ■ 5 ■ 4 0 3 0 2 ■ 1