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Plans (3) BUP2012 - 00254 RECEIVE t,.0 13201 . HANNAH SOCIETY 8 1 0 NGDN1 0 WA SHING TON S 0 2 UA RE TO 0 T1 SYMONS ENGINEERING CONSULTANTS, INC. DRAWING INDEX BUILDING DATA SEE A2 FOR F/L/S SUMMARY 12805 s.e. foster road T TITLE EXISTING OCCUPANCY. M portland, oregon 97236 OCCUPANCY OF TI: B & S-1 hone 503 7601353 Al 19RST & SECOND FLOOR EXISTING / DEMO PLANS EXISTING CONSTRUCTION TYPE: 1118 SPRINKLERED p NEW CONSTRUCTION TYPE: 1118 SPRINKLERED facsimile 503 762 S62 v SNINGTO p A2 FIRST & SECOND FLOOR EGRESS PLANS & F/L/S BUILDING AREA (E): 35,593 S.F. N SW 'N RD & PARTIAL CODE STUDY ALLOWABLE BUILDING AREA: 70,000 S.F. PER SPRINKLER INCREASE z SQUARE ppm WY PL �,pp���� TYPES p��1 TOTAL BUILDING FLOOR AREA (E): 28,808 S.F. 0 2 A3 FIRST & SECOND FLOOR PLAIr17 & WALL I Yr Gtr? FLOOR AREA OF TI: 15,600 S.F. J A4 ENLARGED RESTROOM PLAN, SECTION & ADA DETAILS FD PR' D PROJECT 3 A5 SCHEDULES ��j� GIN8 A 091 sr rE A6 Wff FLOOR REFLECTED CEILING PLAN �Z-- OREGON A7 INTERIOR ELEVATION PLAN Dan Sym s ✓LCy21 AS A8 INTERIOR ELEVATIONS 12/12/12 °9" E. N A9 INTERIOR ELEVATIONS IRENEWS 6/30/14 E1 FIRST & SECOND FLOOR ELECTRICAL LAYOUT PLANS CUBIT 81 CEILING FRAMING PLAN, SCHEDULE & DETAILS HANNAI­178, LLC 16820 MaGLLIVRAY BLVD VANCOUV63, WA 99683 360-448-2023 NORTH VICINITY MAP __ QD NO SCALE AREA OF WORK PROJECT - - - - - - - - GENERAL NOTES BUILDING A j'f' WASHINGTON SOR. THESE DESIGN DRAWINGS PRESENT THE GENERAL CONCEPTS OF THIS PROJECT AND ARE I BUILDING B NOT INTENDED TO SERVE AS CONTRACTOR'S SHOP DRAWINGS. CERTAIN ITEMS MAY OI — — — TOO OR NOT BE COMPLETELY DETAILED ON THESE DRAWINGS. SUCH ITEMS SHALL BE _ _ _ _ CONSTRUCTED TO THE CODES AND INDUSTRY STANDARDS AS INDICATED. WHEN IN Z �— SITE ADDRESS DOUBT, MAKE A DETAILED SUBMITTAL TO THE ENGINEER INCLUDING LAYOUT, FAB AND INSTALL CONSTRUCTION.DETAILS AND CATALOGUE CUTS FOR REVIEW AND APPROVAL PRIOR TO �, 10164 SW WASHINGTON g THE INTENTION OF THE DRAWINGS IS THAT ITEMS TO BE FIXED IN POSITION SHALL BE — SOU/�ApRE RD. *1905 BOLTED, SCREWED, RIVETED, WELDED OR LOCKED INTO PLACE SUFFICIENTLY TO (/1 TIGARD, OR 97223 PROPERLY SECURE THE ITEM CONSIDERED. FLASHING, CAULKING, PAINTING AND Q A \ WEATHERSTRIPPING SHALL BE APPLIED TO RENDER STRUCTURE WEATHERPROOF AND PROTECTED AGAINST THE ELEMENTS. ALL OF THE ABOVE SHALL BE CONSIDERED A - SHEET NAME NECESSARY REQUIREMENT FOR FUNCTIONALITY REGARDLESS OF ANY OMISSION TO SHOW 3 OR MENTION THE NEED FOR SUCH MEASURES. N �. ON AND OFF—DUTY CONTACTS AND PHONE NUMBERS FOR CONTRACTOR SHALL BE _ \ ~ T1TLE SHEE7 FURNISHED TO OWNER PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN APPROVED DRAWINGS, SUBMITTALS AND PERMITS ONSITE AT ALL TIMES. \ CONSTRUCTION PRACTICES SHALL BE IN ACCORDANCE WITH OSHA REGULATIONS. CONTRACTOR SHALL MAINTAIN ON—SITE, LEGIBLE MATERIAL SAFETY DATA SHEETS FOR ALL HAZARDOUS MATERIALS USED ON—SITE. \ ANY REVISIONS MADE TO APPROVED PLANS REQUIRE APPROVAL BY THE APPROPRIATE \ REVISION AGENCY AND THE ENGINEER—OF—RECORD IN WRITING PRIOR TO IMPLEMENTATION. THE — J CONTRACTOR SHALL GIVE THE APPROPRIATE INSPECTION ENTITY TWO (2,) WORKING GAYS BUILDING C 12/13/12 ISSUED FOR PERMITl ADVANCE NOTICE WHEN REQUESTING INSPECTIONS. = Q OWNER IS RESPONSIBLE FOR COORDINATION OF SUB—TRADES AND THEIR RESPECTIVE Q PERMITS INCLUDING ELECTRICAL, MECHANICAL, RACKING, ROOFING AND SPRINKLERS REGARDLESS WHETHER HIRED BY THE CONTRACTOR OR OWNER. DISCREPANCIES FOUND SAP i ARCHITECTURAL,AMONG SHALL BE BROUGHT To THE AT ENT IO . OF THE ENGINEER—OF—RECORD FOR SUB—TRADE PLANS WRITTEN CLARIFICATION PRIOR TO wgS'y/N 1. cTo N CITY OF TIGARD Q CODES AND STANDARDS /l Approved........r...................[ IN CASE OF OVERLAPPING SPECIFICATIONS, CONTRACTOR SHALL ASSUME MOST �F CJ Conditionally Approved.............. [ ] STRINGENT APPLIES UNLESS NOTED OTHERWISE. REFER TO ENGINEER FOR WRITTEN /QQ f i / See Letter to:Follow.................. [ ] ISSUE DATE 13, 2012 DETERMINATION. �/� Attach d...... . AMERICAN CONCRETE INSTITUTE ACI 318, CURRENT EDITION '� ~ Permit Number. NATIONAL ELECTRICAL CODE 70-05 Address: AWING RLE 12 OT�WQ NCRP REPORT NO. 49 / ` By: Date: 2011 OREGON PLUMBING SPECIALTY CODE 2011 OREGON ELECTRICAL SPECIALTY CODE Approved plans PROJECT NUMBER 12-30 2010 OREGON STRUCTURAL SPECIALTY CODE 2010 OREGON MECHANICAL SPECIALTY CODE shall be on job site. 2010 OREGON FIRE CODE %*Er 1 DEFERRED SUBMITTALS OFFICE COPY 1. BIDDER DESIGNED MECHANICAL NORTH 2. BIDDER DESIGNED ELECTRICAL / 2. BIDDER DESIGNED PLUMBING SITE PLAN G/� r / 1(& I 3. BIDDER DESIGNED SPRINKLER 1 1 OF 12 S .. 'I'$ SCALE: 1" = 50' i 12T-o" 30'-0" TYP. 7'-0" 77 r� r� 1 \ 1 \ I ►-� - - - - - -- - - - - I I 1 -LJ_.1 _-T- -I SYMONS ENGINEERING 1 CONSULTANTS, INC. Lf_ _ I 12805 s.e. foster road portland, oregon 97236 KI I I rr =�_� I phone 503 7601353 1 facsim 2 3 i i i - - facsimile 5W 7621962 pL � O NORTH SECOND FLOOR 11 x I I , j I o o Gi s,as8�� EXISTING FLOOR PLAN SCALE: 1/8" = 1'-0" I 1 I , OREGON Oa� 12/12/12 S �9vG<Y� L -i - - -C 6 m 3 RENEWS 6/30/1 DEMO KEYNOTES WENT 10 REMOVE (E) FENCE ENCLOSURE, ALL CABINETRY & WALLS. (2) SUPPORT I' - POSTS FOR SECOND FLOOR SHALL REMAIN UNTOUCHED. uA,�'/��ry QQ ^ OREMOVE (E) WALLS & DOOR PER PLAN. O7�_ b f7�V-�FV" A LLC 16820 McG LIJMY BLVD OREMOVE (E) VCT. SEE FINISH SCHEDULE FOR ROOMS TO KEEP (E) VCT. N VwNCn' wM W/1 A O4 REMOVE (E) DBL DOOR. 360-448-2023 O5 REMOVE (E) DOOR & REVERSE HINGE SIDE. REUSE (E) DOOR OR REPLACE W/ NEW PER DOOR SCHEDULE. 1 ODEMO (E) SLAB FOR NEW TRENCH DRAIN. PROJECT O ADJUST/REPAIR (E) CEILING GRID SYSTEM AFTER WALL REMOVAL. G)Ell HANNAH SOCIETY WALL LEGEND WASHINGTON SOR. (E) WALL TO REMAIN (E) WALL TO BE DEMO'D T0O TI SITE ADDRESS 10164 SW WASHINGTON m 5 SQUARE RD. *BO5 II TIGARD, OR 97223 III 's] 6.'+�.fYal+'.dMs(aF.w'.lNnv'ku`$Llu'fW.t51Li5'�"i.L4Ld "b«M..a- -. ii SHEET NAME u FIRST &SECOND FLOOR II EXISTING / DEMO ii PLANS I II � II REVISION II m 6 Q 12/13/12 ISSUED FOR PERMIT -- 11 A NORTH FIRST FLOOR � EXISTING / DEMO PLAN o SCALE: 1/8" = 1'-0" Q ISSUE DATE DECBMER 1% 2012 DRAWING FILE 12-M alDWG PROJECT NUMBER 12-30 SFT 2 Al OF 12 SI-EETB F G H J K 441 OFFICE 431 OFFICE 127'-0" OCCUPANCY B OCCUPANCY B 30'-0" TYP. 7'-0" n AREA 95 AREA 95 LOAD100 I IIV_ LOAD 100 OCCUPANTS 0.95 OCCUPANTS 0.95EXITS REQ EXITS REQ 1 - -- -- -- - 1 12 STORAGE �' ELECT. 39 STORAGE • I 45 STORAGE T i L J OCCUPANCY S-1 13 STORAGE 26 OCCUPANCY S-1 OCCUPANCY S-1 i FE I / AREA 500 OCCUPANCY S-1 AREA 129 AREA 71 • - - - -� - - - T - - ♦- - - J LOAD 300 AREA 387 I LOAD 300 TRASH LOAD 300 -_-- - OCCUPANTS 1.67 LOAD 300 OCCUPANTS 0.43 40 OCCUPANTS 0.23 + 11 OFFICE EXITS REO 1 OCCUPANTS 1.29 EXITS REQ 1 I a SYMONS ENGINEERING EXITS REQ 1 I OCCUPANCY B EXITS REQ 1 AREA 108 - - - - CONSULTANTS, INC. LOAD 100 41 OPEN OFFICE OCCUPANTS 1.08 14 TRAINING 42 BREAK ROOM } OCCUPANCY B EXITS REQ 1 OCCUPANCY B T OCCUPANCY B r 2805 s.e. foster road AREA 239 I LOADAREA - 100 AREA 735 I Portland, Oregon 97236 _ LOAD 100 I OCCUPANTS 3.79 r �' - - - - - - - - - - - ♦ - I C' OCCUPANTS 2.39 I EXI TS REQ 1 OCCUPANTS 49.00 I r� i 2 phone 503 7601353 EXITS REQ 1 _ 1 17 EXAM EXITS REQ 1 t I o o facsimile 503 7621962 T OFE OCCUPANCY B L. 3 AREA 112 I I t NORTH LOAD 100 25 SURGERY I i4 WAREHOUSE SECOND FLOOR` OCCUPANTS 1.12 10 OFFICE OCCUPANCY B I OCCUPANCY S-1EXITS REQ 1AREA 242 AREA 1,932 OCCUPANCY B I IEGRESS PLAN AREA 106 LOAD 100 I LOAD 500LOAD 100 OCCUPANTS 2.42 j OCCUPANTS 3.86 I �D PRSCALE: 1/8" = 1'-0" 09 OFFICE OCCUPANTS 1.06 EXITS REQ 1 EXITS REQ 1 1 ® I ���G6,091 4r 9 OCCUPANCY B EXITS REQ 1 T 0 0 - - - - - - - - �- - - - - - - - - - _ I t ® r- AREA 106 1 ♦ OREGON F/L/S 8C PARTIAL CODE STUDY LOAD 300 r RES Q I = gi OCCUPANTS 1.06 I I CLOSE, MENS Dan Sym sO CYC �9 08 OFFICE I ,. 16 15 I 36 + ivivi2 qN EXI TS REQ 1 I I E. S �" OCCUPANCY B __1 304.1 BUSINESS GROUP B AREA 18 I 1 m 3 RENEWS 6/30/14] 311.3 MODERATE-HAZARD STORAGE, GROUP S-1 LOAD 100 T OCCUPANTS 1.06 * I I r 18 X-RAY I 1 CLIENT TABLE 503 ALLOWABLE BUILDING HEIGHTS & AREAS EXITS REQ 1 `, I � 1 • B TYPE IIIB = 3 STORY, 19,000 SF (PRIMARY FUNCTION) OCCUPANCY B { COMA1 • S-1 TYPE /IIB = 2 STORY, 17,500 SF (MOST RESTRICTIVE) AREA 101 ' I I ; RM 28 CLEAN/LAUN. II • EXISTING BUILDING AREA: 35,593 SF LOAD 100 I T I 0 OCCUPANCY B r + - - - - - - - - - - - ie o HA 8� LLC • EXISTING LEASED FLOOR AREA: 15,600 SF OCCUPANTS 1.01 191 EXAM I -- - - - - AREA 386 1 _ r _ 1 a 16820 McGLI"Y BLVD EXITS REQ 1 T T SPRINKLER INCREASE FOR AREA MODIFICATION: OCCUPANCY B I LOAD 100 ! v ��y�/� I L 1 OCCUPANTS 3.86 I I V�''VR+v� WA 98683 A, = 1A, +(A e x 1, ] + [Ae x 1.11 I. = 3 AREA 108 1 I I 2= A. = 117,500 +(17,500 x 01 + [17,500 x 3]J LOAD 100 T EXITS REQ 1 FE I I - _`vim A, = 70,000 07 OFFICE OCCUPANTS 1.08 I 6. EXI TS REQ 1 OCCUPANCY B i .. 504.2 WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN APPROVED AUTOMATIC AREA 106 I I PROJECT SPRINKLER SYSTEM, THE VALUE SPECIFIED IN TABLE 503 FOR MAXIMUM BUILDING HEIGHT IS LOAD 100 / ' I 1 m 4 INCREASED BY 20 FEET AND THE MAXIMUM NUMBER OF STORIES IS INCREASED BY ONE. OCCUPANTS 1.06 20 EXAM 506.3 WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN APPROVED AUTOMATIC EXITS REQ 1 OCCUPANCY B 06 �I I11 Rol HANNAH SOCIETY SPRINKLER SYSTEM, THE BUILDING AREA LIMITATION IN TABLE 503 IS PERMITTED TO E_ AREA 108 GFE I t ® I I I I p? T INCREASED BY AN ADDITIONAL 20090 FOR BUILDINGS WITH MORE THAN ONE STORY ABOVE GRADE PLANE AND AN ADDITIONAL 300% FOR BUILDINGS WITH NO MORE THAN ONE Si-ORY LOAD 100 I I + I EXAM ABOVE GRADE PLANE. OCCUPANTS 1.D8 ® + I WASHINGTON SOR. OCCUPANCY 21 I I I EXITS REQ 1 WOMEN' I ! I I 508.3 NONSEPARATED OCCUPANCY SHALL BE APPLIED FOR THIS PROJECT AREA 100 8 508.3.3 NO SEPARATION IS REQUIRED BETWEEN NONSEPARATED OCCUPANCIES. LOAD 100 EN'S I I I TOO wn OCCUPANTS 1. 04 I I 602.3 TYPE Ill CONSTRUCTION IS THAT TYPE OF CONSTRUCTION' IN WHICH THE EXTERIOR EXITS REO 1 1 031 PHARMACY � I WALLS ARE OF NONCOMBUSTIBLE MATERIALS AND THE INTERIOR BUILDING ELEMENTS ARE OF OCCUPANCY B I I IF-H �- - - - r - - t - - - T - - -JI SITE ADDRESS ANY MATERIALS PERMITTED BY CODE AREA 88 /'' y 1 1 0FE I TABLE 803.9 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY LOAD 100 TI t T I t ; 10164 SW WASHINGTON ROOMS AND ENCLOSED SPACES (SPRINKLERED) OCCUPANTS 0.1 I 1 I 1 5 EXITS REQ 1 I I SSO ARE�RD. OB05 • GROUP S. C I J 1 I I 1 IWyfID, Vfl 97223 • GROUP S. C I I b I CORRIDORS (SPRINKLERED) • GROUP B: C 221 EXAM _ _ I I II I SHEET NAME • GROUP S. C OCCUPANCY B t II CLASS C: FLAME SPREAD INDEX 76-200; SMOKE-DEVELOPED INDEX 0-450 AREA 108 V 1 I LOAD 100 FIRST& SECOND FLOOR �' II 808.1.1.1 SUSPENDED ACOUSTICAL CEILING SYSTEMS SHALL BE INSTALLED IN ACCORDANCEOCCUPANTS 1.08 J♦ -- - - � - - J I EGRESS PLANS & F/L/S WITH THE PROVISIONS OF ASTM C 635 & ASTM C 636. EXITS REO II & PARTIAL CODE STUDY (F) TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS II • MIN. RATED SINGLE EXTINGUISHER: 2-A 1 + • MAX. FLOOR AREA PER UNIT OF A: 1,500 SF I _ _ J II • MAX. FLOOR AREA FOR EXTINGUISHER: 11,250 SF �. �- - 7REVISION • MAX. TRAVEL DISTANCE TO EXTINGUISHER: 75 FT E 46 m 6 Q 12/13/12 ISSUED FOR PERMIT TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT f- -� U FIRST FLOOR • OFFICE: 4,083 SF, 1 PER EVERY 100 SF = 40.83 OCCUPANTS 011 RECEPTION 021 WAITING 231 TREATMENT 33 GROOMING 30 KENNEL 31 KENNEL 32 KENNEL 29 KENNEL 24 ISOLATION 35 WAREHOUSE Q • WAITING: 693 SF, 1 PER EVERY 15 SF = 46.20 OCCUPANTS OCCUPANCYI B OCCUPANCY B OCCUPANCY B OCCUPANCY B OCCUPANCY S-1 OCCUPANCY S-1 OCCUPANCY S-1 OCCUPANCY S-1 OCCUPANCY B OCCUPANCY S-1 • TRAINING: 735 SF, 1 PER EVERY 15 SF = 49.00 OCCUPANTS AREA 203 AREA 693 AREA 1,453 AREA 446 AREA 172 AREA 108 AREA 420 AREA 182 AREA 88 AREA 1,827 • STORAGE: 1,898 SF, 1 PER EVERY 300 SF = 6.32 OCCUPANTS • WAREHOI'SE: 3.759 SE. 1 PER EVERY 500 SF = 7.51 OCCUPANTS LOAD 100 LOAD 15 LOAD 100 LOAD 100 LOAD 300 LOAD 300 LOAD _j00 LOAD 300 LOAD 100 LOAD 500 Q TOTAL OCC.: 149.86 OCCUPANTS OCCUPANTS 2.03 OCCUPANTS 46.20 OCCUPANTS 14.53 JOCCUPANTS 4.46 OCCUPANTS 0.57 OCCUPANTS 0.36 OCCUPANTS 1.40 OCCUPANTS 0.60 OCCUPANTS 0.88 OCCUPANTS 3.65 SECOND FLOOR EXITS REQ 1 j EXITS REQ 1 EXITS REQ 1 1 EXITS REQ 1 EXITS REQ 1 EXITS REQ 1 EXITS REQ 1 EXITS REQ 1 EXITS REQ 1 EXITS REQ 1 Q • OFFICE: 808 SF, 1 PER EVERY 100 SF = 8.08 OCCUPANTS �/��� y�� • STORAGE: 71 SF, 1 PER EVERY 300 SF = 0.23 OCCUPANTS TABLE 29-A MINIMUM PLUMBING FIXTURES NORTH ISSUE DATE L/GVollo� 13, 2012 TOTAL OCC.: 8.31 OCCUPANTS • OFFICE (GROUP B): 4.891 SF = 24.46 / 2 = 12.23 PER SEX 1006.1 THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT 1 MALE WC & LAV. 1 FEMALE WC & LAV. FIRST FLOOR EGRESS PLAN DRAWING FILE ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. • WAITING (GROUP A): 693 SF = 23.10 / 2 = 11.55 PER SEX • TRAINING (GROUP 735 SF = 24.50 / 2 = 12.30 PER SEX SCALE: 1/8" = V-0" FOOT-CANDLE AT THE WALKING SURFACE.THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 1 MALE WC & LAV. 1 FEMALE WC & LAV. PROJECT NUMBER 2- FOOT- 1014.3(1) THE LENGTH OF A COMMON PATH OF EGRESS TRAVEL IN GROUP B, F & S • STORAGE (GROUP S): 1,969 SF = 0.39 / 2 = 0.20 PER SEX EGRESS LEGEND OCCUPANCIES SHALL NOT BE MORE THAN 100', PROVIDED THAT THE BUILDING IS EQUIPPED • WAREHOUSE (GROUP SZ 3.759 SF = 0.751 2 = 0.37 PER SEX *E3ff 3 THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM. 1 MALE WC & LAV. 1 FEMALE WC & LAV. AREA REQUIRING EMERGENCY EGRESS ILLUMINATION POWER TABLE 1016.1 EXIT ACCESS TRAVEL DISTANCE EXISTING ADA COMPLIANT MALE FACILITIES. 1 WC, 1 URINAL, 1 LAV. • OCCUPANCY S-1 = 250' WITH SPRINKLER SYSTEM EXISTING ADA COMPLIANT FEMALE FACILITIES: 2 WC, 1 LAV. E A2 • OCCUPANCY B = 300' WITH SPRINKLER SYSTEM NEW ADA COMPLIANT MEN'S RESTROOM: 1 WC, 1 LAV. EXISTING WALL MOUNTED EXIT SIGN W/ BATTERY BACKUP, VERIFY PROPER OPERATION OF 12 Fe IL SiEM TABLE 1018.1 CORRIDOR IS NOT REQUIRED TO BE RATED FOR GROUP B & S OCCUPANCIES, NEW ADA COMPLIANT WOMEN'S RESTROOM: 1 WC, 1 LAV. WALL MOUNTED EXIT SIGN W/ BATTERY BACKUP PROVIDED THAT THE BUILDING IS EQUIPPED THROUGHOUT W!TH AN AUTOMATIC SPRINKLER NEW GENERAL UNISEX RESTROOM: 1 WC, 1 LAV. WALL MOUNTED DIRECTIONAL EXIT SIGN W/ BATTERY BACKUP SYSTEM. OFE NEW FIRE EXTINGUISHER SHALL BE MIN. 2-A 10 B-C Incucivc J AN 0 9 2013 F G H J K ^TIGARD {�9'-2" g'-2" 127'-0" ;1!ISIO I I 30'-0" TYP. 7'-0" OFFICE OFFICE ON 1 \\ 20 0 44 43 26 2 5'-4 3/4' STORAGE TRASH 4 -7 d STORAGE STORAGE 39 40 26 a ,5'-5" 0 9'-4 3/4" SYMONS ENGINEERING STORAG N ® ~ CONSULTANTS INC. ° 45 j OPEN B 5'-0" �+ o 9'_ " I OFFICE o 10'-2 3/4" CLR. 'v 18'-8" 41 © © N N 12805 s.e. foster road -4 BREAK o portland, oregon 97236 ROOM 6 5' 3/4" v phone 503 7601353 O <r OFFICE 07L i 2 facsimile 503 7621962 11 JANITOR o DN-41111 © �1 TRAINING WAREHOUSE 38 14 34 NORTH OFFICE 5'-9 3/8" © W037NS 26 D PRO SECOND FLOOR PLAN 11'-4 3/4" 8'-4 3/4" 15'-4 3/4" ��� GI Ev'r /D SCALE: 1/8" = 1'-0" O © O 3'-8 3/8 o o �e,Os Q OREGON OFFICE °j I CLtC12 28 M36S Dan Symo ✓G<Y� �EXAM ;' ° SURGERY 0 ovoeiia C 51Sr� KEYNOTES 17 _ b m 3 RENEWS 6/30/14] o 0 � 1O ALL INTERIOR DIMENSIONS ARE TAKEN TO CENTER OF WALL. © ® 10 RESTROOM 7'-0" TMI C 015 © CUENT 2 ELECTRIC FIREPLACE, SEE 4/A8 & 2/S1. `+ G Ln 1 0 3 THE COUNTER SHALL BE NOT LESS THAN 36" LONG & OFFICE ^ A X-RAY CLR. COMP 27 21 d o ��� LLC O NOT MORE THAN 36 A.F.F. 18 19 ---- - - of HE ACCESSIBLE PORTION OF THE SERSMR•V < NEW FLOOR DRAIN PER PLAN. © 3'-2 3/8" 4'-6" 4'-6" ^� V WA OINSTALL NEW MOP SINK. ® ¢ 10 12'-2" 10'-2 3/8 20'-8 3/4" 36(�-4148-2023 OFFICE -;# OVERIFY (E) WALL STUDS ARE FRAMED SO THAT (E) COLUMN WRAP WILL BE FLUSH W/ NEW GIP. rj 07 o EXAM;' `% CD0 O PROVIDE HOT & COLD HOSE BIB PER PLAN. O 19 I 9 1' CLEA I'AUN. `D m 4 PROJECT i� 8 PROVIDE TRENCH DRAIN PER PLAN. EXAM ^ 10 -4 HANNAH SOCIETY 5 O6 5 20 4'-5 7/8" 29 N M I O CUSTOM BUILT CABINET FRONT. Q® TREATMENT i 1 ® U 18 C I 6'-11 3/4" ® 10 23 � ® ISO. I WAREHOUSE WOMEN'S , 24 I 35 WASHINGTON SOR. 4 3/4" 6. 3/4" 8 10 a 15 c� I �{ 30 05 MEN'S PORTABLE TOO TI 04 o EXAM;l 1 16 KENNEL, TYP. " O 21 I 4'to­ -6 3/8" KENNEL 7'-861/2" 2'-8 SITE ADDRESS 5/8 GIP. (E) 5/8" GIP. O i� 5/8" GIP. _ _ _ _ EXAM I "�' 10164 SW WASHINGTON A4 5'-5 1/2" C KENNEL16 m 5 SQUARE RD. #B05R-21 KRAFT 7 "� HAR ( 20'-9 3/8" 7 FACED BATT INSUL. A.¢ I 03 0 30 p 4 �I ° 4 1 IGARD, OR 97223 *NO INSUL. AT I " II PHARMACY WALL ® 10 11 1 1 O KENNE N 3'-2 3/8" 3.5CS1.625x035-20GA (E) 5.5CS1.625xO35-20GA 4'-0 3/8" 5' 0,. 5'-9" 4'-6" - - 31 II SHEET NAME STUDS ® 24" O.C. STUDS ® 16" O.C. m C��R.� Q 4'-6 '518 v 15 II _ 15 8 II FIRST& SECOND FLOOR CEP ON WAITING CO 5'-9 1/8" 5'-5 1/2" PLANS &WALL TYPES NON-BEARING NON-BEARING_LVIII01 O 011 2 O `� GROOMING �� 7 I D n = 33 KENNEL TYPE 'A' TYPE 'B' B 14 G 32 ii o _ - REVISION SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" 0 `F TIP. WALL © -__ I � � vc ^ II m 6 Q 12/13/12 ISSUED FOR PERMIT TYPE U.N.O. U --- ---- Qj 1/8/13 REVISED PER MACERICH 26P-1" W Q COMMENTS NORTH 4 3/4 KENN & KENNEL S C) "' s Q ISOLA EL TION SIDE (E4I I (E) STOREFRONT (E) STOREFRONT " 4 A4 6 1/4" RM SIDE �M. FIRST FLOOR PLAN 1" GAP SCALE: 1/8" = 1'-0" 5/8" GYP. 5/8" GYP. 5/8" GYP. 5/8" GYP. 5/8" GYP. G. 7/8" HAT CHANNEL 7/8" HAT CHANNEL 7/8" HAT CHANNEL WALL LEGEND ISSUE DATE JANUARY 8, 2013 „ ® 24" O.C. R-13 KRAFT 5/8" 21b LEAD ® 24 O.C. ® 24 O.C. PERPENDICULAR TO FACED BATT LINED GYP. -RAY PERPENDICULAR TO PERPENDICULAR TO STUDS INSUL. ROOM SIDE ONLY, STUDS (E) STUDS (E) WALL TO REMAIN DRAWING RLE 12',3O.�atDWG 7' MIN. HT. R-13 KRAFT FACED 3.5CS1.625xO35-20GA NEW WALL FRP UP TO BATT INSUL. STUDS ® 24" O.C. Qj O NEW HALF WALL ® 4'-4" A.F.F. PROJECT NUMBER 12-30 3.5CS1.625xO35-20GA 8' HIGH 3.5CS1.625x035-20GA " 3.5CS1.625xO35-20GA STUDS ® 24" O.C. STUDS ® 24" O.C. 1/2 PLY. SHEATHING PAINTED STUDS ® 24" O.C. LIGHT BLUE TO MATCH (E) SHWT 4 1" GAP EXTERIOR STOREFRONT PANELS. NO PLY. SHEATHING AT SIM. CONDITIONA3 NON-BEARING NON-BEARING NON-BEARING NON-BEARING NON-BEARING Or- 12 �s TYPE 'C' TYPED' TYPE 'E' TYPE 'F' TYPE 'G' v� SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" RECEIVED JAN VI ",ITYOFTIGA 1 —0 1" MIN. GAP AT `8 )TNG DTVI N / _\ TOP OF WALL 1'-5" MIN. f� ADA l'-7" MAX. i m COMPLIANT o i .I 0 / o FOUNTAIN I � � 1 E3 WOMEN'S RESTROOM 1 8 11 Q AIR FLOW \ -------t -- MIN. Zi / ADA SIGN, W MEN D MEN \\�o� �o / � SEE DETAIL 2 N CLEAR AREA _Z SYMONS ENGINEERING -- GRADE II BRAILLE, L - - KENNEL -_----_ _ - __ CHARACTER HEIGHT 1" RAISED 1/32" MIN. CONSULTANTS, INC. DC:VL _ z j r j NOTE: o LIGHT CHARACTERS AND SYMBOLS STOP GIP., INSUL. o al ON A DARK BACKGROUND. & PLY. SHEATHING KENNEL 12HO5 s.e. foster road � 1 2" SHORT BEHIND �1 KENNELS TO ALLOW portland, oregon 97236 ADA SIGN DETAIL I� ADA DRINKING FOUNTAIN FOR VENTILATION phone 503 7601353 F-———————fi— — — J 2 oeoo4 3 " _ " OdGM KENNEL SCALE: 3" = 1'-0" SCALE: 1 — 1'-0 PROVIDE (3) VENTS IN facsimile 503 7621962 I I PROVIDE BACKER BLOCKING KENNEL BASE FOR -- VENTILATION ZE FOR GRAB BARS, TYP. MEN'S $� ADA SIGN, VARIES �{ PROVIDE / RESTROOM 1 �� SEE DETAIL 2 4'-6" MIN. INSULATION OR ~ L------- -6" MIN. PROVIDE BACKING AT COVER AROUND 3' ����-� 1 TOILET SEATALL WALL MOUNTED HOT WATER & COVER DISPENSER 3'-3" MIN. PARTIAL WALL SECTION ADA APPROVED WASTE PIPES S GINjT� F - ----------- 1 I 3'-5" MAX. GRAB BARS, TYP. n SOAP16,091 5 " _ " V 9 ------- -j- 1 3'-0" MIN. � MIRROR DISPENSER ADA COMPLIANT SCALE: 1/2 1'-0* FAPER > LAVATORY W/ /WELS FAUCETS &LEVER-OPERATED BACK v�OREGON ZE SPLASH Dan Sy o <Y� 19 y 2'-0 12 12 1'-5"' MIN. 01/08n3 '9iy E � >Sion MIN. MIN. x MAX. 1'-7" MAX. Q x¢ kA IRENEWS 6/30/14] 6'-6" FIN. DIM. z k TOILET PAPER k o DISPENSERS o II2 MIN. CUE NT LO Q CLEAR AREA �1 NOTE: AIR FLOW 1) SEE DETAIL 4 & 5 FOR ADA MOUNTING HEIGHTS N z N N I Itilw�f1�S, LLC 2) WHITE FRP UP TO 4' ON WALLS W/ 6" RUBBER-COVE (SMOOTH, HARD, NON rn rWIwMV'Yl BLVD �� `�//�� ABSORBENT SURFACE MATERIALS ON WALL PER OWNERS SELECTION) Qj k 7" MIN. x 6" MAX. Iw20 Y RSV 4) PROVIDE SCHLUTER-KERDI WATERPROOF MEMBRANE OR APPROVED EQUAL UNDER 9" MAX. z Q } V WA 1'-4" MIN. Q t OM FLOORING & 4" MIN. UP SURROUNDING WALLS \ 1'-6" MAX. o W0"�-2023 ENLARGED RESTROOM PLAN I I TOILET ACCESSORIES 1 4 MOUNTING HEIGHTS SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" aaoW INSUL. SHALL BE ABOVE � PROJECT SOFFIT VENT FOR PROPER AIR FLOW HANNAH SOCIETY PROVIDE CONT. SOFFIT VENT ABOVE 6" t} RUBBER-COVE BASE WASHINGTON SOR. FOR VENTILATION TOO TI 6 PARTIAL WALL SECTION SITE ADDRESS SCALE: 1/2" = 1'-0" 10164 SW WASHINGTON SQUARE RD. *B05 TIGARD, OR 97223 SHEET NAME ENLARGED RESTROOM PLAN, SECTION & ADA DETAILS REVISION A12113112 ISSUED FOR PERMIT (E) DEMISING WALL (2) LAYERS OF 5/8" GYP. APPLIED TO Qj 1/8/13 REVISED PER MACERICH CEILING IN ROOMS TO GET SOUNDPROOFED, Q COMMENTS TYP. IN KENNEL ROOMS & ISOLATION ROOM R-38 BATT INSUL., TYP. EXTEND WALL UP 12" ABOVE ALL KENNEL Q ABOVE CEILING HT., TYP. ROOMS & ISOLATION ROOM SUSPENDED CEILING, Q SEE 1/A9 ISSUE DATE JANUARY 8, 2013 0 PHARMACY HALL o EXAM o TREATMENT KENNEL KENNEL KENNEL WAREHOUSE DRAWING FILE 12-30.a1,DWG rn m PROJECT NUMBER 12-0 SHEET 5 PARTIAL SECTION OF 12 SHEETS A4 SCALE: 1/4" = 1'-0" DOOR SCHEDULE � _j 24"x36" a �c w 1< w 3 z TEMPERED GLASS Q: o a LOCK NoQ c � p DOOR SIZE oo SCHEME U'1 NOTE: 4"X24" O1 - 3'-3' x 7'-0" ALUM ALUM - - - (E) AUTOMATIC SLIDING STOREFRONT, PROVIDE SIGN STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED' TEMPERED GLASS 7 0 8 3'-0' x 7'-0' x 1 3/4" WD MTL PRIVACY - 6 3/4" POCKET DOOR O3 B 3'-0" x 7'-0" x 1 3/4' WD MTL CLASSROOM - 4 3/4" ® A 3'-0" x 7'-0" x 1 3/4" WD MTL PRIVACY YES 4 3/4" W/ OCCUPIED/UNOCCUPIED INDICATOR THUMB LOCK O5 A 2'-6" x 7'-0" x 1 3/4" WD MTL CLASSROOM YES 4 3/4" © A 3'-0" x 7'-0" x 1 3/4" WD MTL PRIVACY - 4 3/4" Di e 3'-0" x 7'-0" x 1 3/4" WD MTL PASSAGE - 4 3/4" A B C SYMONS ENGINEERING ® B 3'-0" x 7'-0" x 1 3/4" WD MTL ENTRY - 4 3/4" W/ 2'-11"x3'-0" S.S. PANEL ON EXAM ROOM SIDE DOOR TYPES CONSULTANTS, INC. O9 A 3'-O" x 7'-0' x 1 3/4" WD MTL ENTRY - 4 3/4" 10 B 3'-0" x 7'-0" x 1 3/4" WD MTL PASSAGE YES 4 3/4" W/ 2'-11"x3'-0" S.S. PANEL ON EXAM ROOM SIDE 12805 s.e. foster road 11 B 3'-0" x 7'-0" x 1 3/4" WD MTL PRIVACY YES 4 3/4" portland, oregon 97236 12 A 2'-6" x 7'-0" x 1 3/4" WD MTL PRIVACY - 4 3/4" W/ OCCUPIED/UNOCCUPIED INDICATOR THUMB LOCK phone 503 760 1353 13 C 3'-0" x 7'-0" x 1 3/4" WD MTL ENTRY - 4 3/4' facsimile 503 762 1962 14 C 3'-0" x 7'--0" x 1 3/4" WD MTL PRIVACY YES 4 3/4" 15 B 3'-0' x 7'-0' x 1 3/4' WD MTL PASSAGE - 6 1/4" 16 8 3'-0" x 7'-0" x 1 3/4" WD MTL PASSAGE - 4 3/4" 17 B 3'-0" x 7'-0" x 1 3/4" WD MTL PRIVACY - 6 1/4" 18 C 3'-0' x 7'-0' x 1 3/4" WD MTL PASSAGE - 6 1/4" PR 19 A 3'-0" x 7'-0" x 1 3/4" WD MTL ENTRY - 4 3/4" VSG IN e 20 A 3'-0" x 7'-0' x 1 3/4" WD MTL PASSAGE - 4 3/4" 16091 'A 21 A 2'-10" x 7'-0" x 1 3/4" WD MTL CLASSROOM - 4 3/4" 'tea' OREGON 12/12112 n�,9✓LZy21 22 A 3'-0" x 7'-0" x 1 3/4" WD MTL CLASSROOM - 4 3/4" 23 A 3'-0" x 7'-0" x 1 3/4" WD MTL PASSAGE YES 4 3/4" 24 8 6'-0" x 7'-0" x 1 3/4" WD MTL PASSAGE YES VERIFY rRENEWS 6/37/1_4 25 - 3'-0" x 7'-0" x 1 3/4" MTL MTL - YES - (E) DOOR 26 - 12'-0" x 12'-0" STEEL STEEL - - - (E) OHD CLIENT 27 - 3'-0" x 7'-0" x 1 3/4" MTL MTL - YES - (E) DOOR W/ ALARM BAR/EXIT DEVICE 28 - 3'-0' x 7'-0" x 1 3/4" MTL MTL PASSAGE YES VERIFY REPOSITION HINGES ON (E) DOOR & REUSE IF POSSIBLE. IF UNABLE TO REUSE, PROVIDE NEW DOOR AS SPECIFIED RAV-WA LLC 29 B 3'-O" x 7'-0" x 1 3/4" WD MTL PASSAGE YES 4 3/4" 16820 McGLI �VRAY BLVD 30 B 3'-0" x 7'-0" x 1 3/4" WD MTL PASSAGE YES 6 1/4" IVwACOUVM/AWA GENERAL- NOTES: 360-448-2023 -ALL DOORS SHALL BE SOLID CORE W/ BIRCH STAIN GRADE -DOOR CLOSURE FINISHES SHALL MATCH HARDWARE FINISHES -ALL DOORS SHALL BE PROVIDED W/ ADA LEVERS -ALL INTERIOR DOORS SHALL BE GASKETED -ALL DOORS SHALL HAVE PRE-FINISHED TIMELY FRAMES -ALL DOORS SHALL HAVE S.S. KICK PLATES ON BOTH SIDES -ALL DOORS SHALL BE PROVIDED W/ DOOR STOPS -VERIFY W/ TENANT ON ALL HARDWARE LOCKING MECHANISMS PROJECT OFFICE ROOM FINISH SCHEDULE WINDOW SCHEDULE HANNAH SOCIETY SAFETY RM # AREA TITLE FLOOR BASE WALLS CEILING REMARKSGLAZING N0. WINDOW SIZE SILL HT. REMARKS z v SUBSTRATE FINISH J 1) ALL BASE TRIM SHALL BE 1x5 & PAINTED PEPPER SPICE COLOR �1 4'-0' x 3'-6" 3'-6" - W/ TIMELY WINDOW FRAME WASHINGTON SOR. o Z o O 1. GYPSUM BOARD 1. PAINT p - 0 2 ALL PAINT COLORS SHALL BE SHERWIN WILLIAMS " „ o _ ) i' 0 2. (E) STOREFRONT 2. 4' FRP p V p 3) HARDWOOD LAMINATE FLOORING SHALL BE KARDEAN HCO1 DAW'i OAK 4'-0' x 3-6 3'-6 YES W/ TIMELY WINDOW FRAME - o o � � z � w � � Z w o o m m 3. (E) CMU 3. 41" WAINSCOTT w j cn U o 4) CONCRETE STAIN SHALL BE OWNER SELECTED 11 Q Q 1r 1_n o m m 1n 4. CEMENT BOARD 4. EXISTING L o IL �' ¢ 5) RUBBER COVE SHALL MATCH MALL 205 CLINIC T00 v~i cwn 2 W 3 'o- co W NORTH EAST SOUTH WEST En ¢ W ul Q m 6) (E) VCT SHALL BE POLISHED WHERE IT WILL REMAIN 1 2 3 4 1 2 3 4 SUB. FIN. SUB. FIN. SUB. FIN. SUB. FIN. 1 2 3 7) BEADBOARD WAINSCOTT SHALL BE PAINTED BROWN BAG & TRIM SHALL BE PEPPER SPICESITE ADDRESS 01 RECEPTION 1 1 3 2 4 1 1 3 >< MUSHROOM CAP PAINT COLOR 10164 SW WASHINGTON 02 WAITING 1 113 1 173--2 4 MUSHROOM CAP PAINT COLOR 03 PHARMACY 1 1 1 1 1 1 1 1 MUSHROOM CAP PAINT COLOR SOUARE RD. $B05 04 MEN'S 1 1 2 1 1 2 1 1 2 1 1 2 >< MUSHROOM CAP PAINT COLOR TIG A� pp 05 WOMEN'S 1 1 2 1 1 2 1 1 2 1 112 MUSHROOM CAP PAINT COLOR I I�MfID, OR 97223 06 JANITOR 1 4 1 2 1 4 1 2 1 1 1 1 MUSHROOM CAP PAINT COLOR _ - 'n�• «�� e-BFv •- - 07 OFFICE 1 1 1 1 1 1 1 1 1/3 MUSHROOM CAP PAINT COLOR SHEET NAME 08 OFFICE 1 1 1 1 1 1 1 1 3 MUSHROOM CAP PAINT COLOR 09 OFFICE x 1 1 1 1 1 1 1 1 3 MUSHROOM CAP PAINT COLOR 10 OFFICE 1 1 1 1 1 1 1 1 3 MUSHROOM CAP PAINT COLOR SCHEDULES 11 OFFICE x 1 1 1 1 1 1 1 1 3 MUSHROOM CAP PAINT COLOR 12 STORAGE 1 1 1 1 1 1 1 1 MUSHROOM CAP PAINT COLOR 13 STORAGE 1 1 1 1 1 1 1 1 MUSHROOM CAP PAINT COLOR 14 TRAINING 1 1 1 1 1 1 1 1 MUSHROOM CAP PAINT COLOR. MACHINE EYEBOLT, LIFT W SHOULDER, 3 8 xl 1 4 SHANK W1 LOCKNUT & WASHER 6 1 2" A.F.F. ® 8' O.C. AT PERIMETER 15 RESTROOM 1 1 1 1 1 1 1 1 MUSHROOM CAP PAINT COLOR 16 CLOSET 1 1 1 1 1 1 1 1 >< MUSHROOM CAP PAINT COLOR RENISION 17 EXAM 1 1 1 1 1 1 3 1 1 3 MUSHROOM CAP PAINT COLOR 18 X-RAY 1 1 1 1 1 1 1 1 WHITE PAINT COLOR 12/13/12 ISSUED FOR PERMIT 19 EXAM 1 113 1 1 1 1 1 1/3 MUSHROOM CAP PAINT COLOR Q 20 EXAM 1 1 1 1 1 1/3 1 13 MUSHROOM CAP PAINT COLOR Q 21 EXAM 1 113 1 1 1 1 1 1 3 MUSHROOM CAP PAINT COLOR __ Q 22 EXAM 1 1 1 1 1 1/3 1 1 3 MUSHROOM CAP PAINT COLOR 23 TREATMENT 1 1 1 1 1 1 1 1 DOVER WHITE PAINT COLOR Q 24 ISOLATION 1 1 1 1 1 1 1 1 1 DOVER WHITE PAINT COLOR _ 25 SURGERY 1 1 1 1 1 1 1 1 DOVER WHITE PAINT COLOR _ 26 ELECTRICAL ROOM 1 1 1 1 1 1 1 1 >< MUSHROOM CAP PAINT COLOR Q 27 COMPUTER ROOM 1 1 1 1 1 1 1 1 >< MUSHROOM CAP PAINT COLOR Q 28 CLEANING LAUNDRY 114 112 1 1 1 1 1 1 MUSHROOM CAP PAINT COLOR 29 KENNEL x 1 1 1 1 1 1 1 1 MUSHROOM CAP PAINT COLOR 30 KENNEL x 1 1 1 1 1 1 1 1 MUSHROOM CAP PAINT COLOR ISSUE DATE DECEI MM 1% 2012 31 KENNEL 1 1 1 1 1 1 1 1 MUSHROOM CAP PAINT COLOR 32 KENNEL >< 1 1 1 1 1 1 1 1 MUSHROOM CAP PAINT COLOR, 8' FRP AROU33 GROOMING x 1T2_ ND KENNELS -y� ^ 34 WAREHOUSE 114 1 12 1141 1 4 1 1 >< MUSHROOMI CAP PAINT COLOR, REMOVE E VCT & CLEAN FLOOR DRAWWG FILE 12-30�tDWC�i 35 WAREHOUSE x 1 1 213 4 2 4 1 1 REPAINT AS DIRECTED 36 MEN'S RESTROOM X 1 1 1 1 1 1 1 1 >< REPAINT AS DIRECTED PROJECT NUMBER 12-30 37 WOMEN'S RESTROOM 1 1 1 1 1 1 1 1 >< REPAINT AS DIRECTED 38 JANITOR 1 1 1 1 1 1 1 1 REPAINT AS DIRECTED 6 V 39 STORAGE 1 1 1 1 1 1 1 1 REPAINT AS DIRECTED SHMT 40 TRASH I X 3 4 3 4 3 4 3 4 >< REPAINT AS DIRECTED 41 OPEN OFFICE X 1 1 1 1 1 1 1 1 REPAINT AS DIRECTED 42 BREAK ROOM 1 1 1 1 1 1 1 1 REPAINT AS DIRECTED 43 OFFICE 1 1 1 1 1 1 1 1 REPAINT AS DIRECTED A5 44 OFFICE 1 1 1 1 1 1 1 1 REPAINT AS DIRECTED W 12 &EES 45 STORAGE 1 1 REPAINT AS DIRECTED NOTE: -ALL INTERIOR WALL & CEILING FINISHES SHALL BE CLASS C: FLAME SPREAD 76-200, SMOKE DEVELOPED 0-450 t1t EIVED 01 CITY OF TIGAR `g- ' ' '�iNG DIVISI � E F G H J K A I SYMONS ENGINEERING CONSULTANTS, INC. 12805 s.e. foster road A portland, oregon 97236 A phone 503 7601353 2 facsimile 503 7621962 A PR N N I A te,ost l E cRN Dan Sya SOgvG�Y�'�9�ry�5 s9�n A A A ® ® 13 O m 3 RENEWS 6 30 14 D DO CLIENT EE lei HHApNNAH'S, LLC OPTIONAL EMERGENCY IW20 McGLLIVRAY BLVD EGRESS LIGHT VANCOUVER, WA 98683 FIXTURE, VERIFY W/ AAQ- TENANT IF DESIRED IN W0-448-2023 2023 '�`IV- ED THESE SPACES A A O M 4 PROJECT A AEE o A HANNAH SOCIETY - A ; B O• . T. 7 ClWASHINGTON SOR. o o A 11 TOO TI A p .: ► --� SITE ADDRESS EX C 0.. .:..;..:•.. ::.: : ':` : :'. ::. . : .: . : m 5 10164 SW WASHINGTON SQUARE RD. *1905 TIGARD, OR 97223 .:.:; SHEET NAME HT. TRANSITION _ J _ ._ . .... .. .;. D I ® FIRST FLOOR CEILING TILES IN : ; ® : :: :: '': : REFLECTED CEILING RECEPTION ROOM SAL& EAITING PLAN 24"x24" SECOND LOOK----- +i --N : : ` REVISION II I Q 12/13/12 ISSUED FOR PERMIT FIREPLACE Qj 1/8/13 REVISED PER MACERICH QCOMMENTS, HVAC COORD. NORTH FIRST FLOOR 0 REFLECTED CEILING LEGEND REFLECTED CEILING PLAN p CEILING MOUNTED LIGHT FIXTURE SCALE: 1/8" = 1'-0" Q ►-�� CEILING MOUNTED SEALED LIGHT FIXTURE NEW HARD LID CEILING CEILING TROFFER LIGHT FIXTURE ISSUE DATE JANUARY 8, 2013 CEILING TROFFER EMERGENCY EGRESS LIGHT FIXTURE W/ 1-HR BACKUP POWER SUPPLY. (E) HARD LID CEILING TO REMAIN LAYOUT & SPACING TO BE DETERMINED BY LIGHTING DESIGNER. DRAWING RLE 12-90a6DWG F®E EXISTING WALL MOUNTED EXIT SIGN W/ BATTERY BACKUP, VERIFY PROPER OPERATION (E) ACOUSTIC CEILING TO REMAIN PROJECT NUMBER 12-30 F® WALL MOUNTED EXIT SIGN W/ BATTERY BACKUP Fol WALL MOUNTED DIRECTIONAL EXIT SIGN W/ BATTERY BACKUP SHIM7 7 ® SURGERY LIGHTAO 9'-0" CEILING HT. ❑ VACUUM PORT © 10'-0" CEILING HT. ® SUPPLY DIFFUSER © EXISTING 8'-0" CEILING HT. OF 12 SFEETS A 6 RETURN GRILL ® QD EXPOSED TO ROOF EXHAUST GRILL F G H .J K F- r� IF --0 - CASEWORK NOTES I 1. ALL CASEWORK SHALL HAVE A MAPLE FINISH & BE A PARR PRODUCT. 2. RECEPTION COUNTER SHALL BE CAESARSTONE W/ A CARMELLA COLOR. J. TREATMENT & ISOLATION ROOMS SHALL HAVE WILSONART — WESTERN SYMONS ENGINEERING HILLS 4874-60 COUNTERTOPS. 4. ALL OTHER COUNTERTOPS SHALL BE iMLSONART — SANDY TOPAZ CONSULTANTS, INC. 4862—K-07. 12805 s.e. foster road Portland, oregon 97236 phone 503 7601353 0 0 2 facsimile 503 7621962 �0G I8F` i/sy 16.091 0 0 OREGON Dan Sy ons 12/12/12 m 3 RENEWS 5/30/14420 30 14 20 a a WENT , �� . 19 HANNAH'S, LLC - --- - - 16820 McG LI"Y BLVD oPP. 18 17 ER,VANCOUVWA 98683 16 360-448-2023 15 9 JCDN OPP. I 21 25 m 4 PROJECT 14 10 HANNAH SOCIETY 27 8E3 13 24 28 26 ; WASHINGTON SQR. OPP. 13 40 I 23 TOO TI 9 OPP. ( ® 32 30 29 SITE ADDRESS 22 - - - - I 10164 SW WASHINGTON 6 „ 12 m 5 SQUARE RD. OB05 34 G TIGARD, OR 97223 I a SHEET NAME 39 II 38 INTERIOR ELEVATION II PLAN II ao 36 o II 37 35 II REVISION O u m6 Q 12/13/12 ISSUED FOR PERMIT NORTH INTERIOR ELEVA110N PLAN SCALE: 1/8" = V-0" Q ISSUE DATE DECIBABB 1% 2012 DRAWING FILE ".A6DWG PROJECT NUMBER 12-M MI SHEEr 8 OF 12 %EM A7 12'-0" EE 1 OWNER FURNISHED STONE <g� o - -�3 VENEER FRONT & BACK 2'-0" 0 1/4" MAPLE CEILING CLOSER 1'-0" VENEER ON SIDES 0" - ELECTRIC SEE 2'-S" 2'-6" 2'-6" 1'-0" 1'-0" 2'-9" 2'-9" 2'-9" RTYP• L(--— MANTEL THROUGH FIREPLACE CLOSER PLAN SECTION Ar P-LAM TOP P-LAM OR PLY. TO 1'-2" 4'-8" 1'-2" I \/ \/ & EDGE MATCH CABINETS P-LAM TOP, 4x4 LEGS, TYP. —� VERIFY I /\ C14 /\I v EDGE & SPLASH ^ 1'-g" 3/4" CHIP BOARD- - — — OPEN 1r TRIM p _ _ _ _ _ I \ / 1)L _111) i;xQ MIN• I D 10: OPEN OPEN OPEN N `� w `C o Y\ OPEN OPEN OPEN "� VINYL BASE / \ n r 12'-0" _I ,'-o" 3'-s" 3'-0" 3'-s" ,'-o" 12'-0" " FRONT 1x5 TRIM P 9'- 0" VERIFY _I 9'-9" VERIFY SYMONS ENGINEERING 12 SOR. TIL CONSULTANTS, INC. N I 1 RECEPTION 2 RECEPTION 3 RECEPTION 4 FIREPLACE 5 PHARMACY 6 PHARMACY 12805 s.e. foster road portland, oregon 97236 (24) SHELVES x phone 503 7601353 13" DEEP, VERIFY 12"x18" PANEL FOR COMP facsimile 503 7621962 1 2'-4 1/2" 2'-4 1/2" 12" ADJUSTABLE 2'-0"12'-0" SHELVES ON 17 17 STANDARDS K&V BRACE COUNTER I \/ 2,-0„ 1 \/ BETWEEN KENNELS 91-01, I 1'-10" 3'-2" C-q 4+ PROVIDE FRP 2,-6„ -6" 2'-6" POCKET L AROUND SINK D77 OOR -- - a o FLIP UP 11 PANEL co o ` / i 11 MOP RACK o \\�' 48"x30" 48"x30" 48"x30" 48"x30" ENsos RE \ TABLE Y �.ti % , ON WALL / \ KENNEL KENNEL KENNEL KENNEL / � MOP SINK \ GE 5 ery VERIFY _� - 11'-0" VERIFY 2'-0" 3'-0" 9'-9" VERIFY 18'-0" _I ti,viz 5�9i� d� 9'-10 1/4" VERIFY 1�+ a7 PHARMACY 8 EXAM 9 EXAM 10 JANITOR T REATIMENT 12 T REATIMENT RENEWS 6/30/14 ' -- CUENT HANNAH'S, LLC CUSTOM BUILT CABINET DOOR FRONT & %♦�=/�/yMcGL.I."Yp�RSD ADJUSTABLE SHELVES r 11-01, I 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" BRACE COUNTER VBETWEEN KENNELS ANOOUV13 ti WA AWN _I BRACE COUNTER y�� BRACE COUNTER \ BETWEEN KENNELS = �AAp_2023 BETWEEN KENNELS w I N N — // 3'-0" 3'-0" 4'-0 i _ _ �._ __ __ � PROJECT OPEN Q) \ 48"x30" 48"x30" 48"x30" FOOT PEDAL KENNEL KENNEL KENNEL OPERATED SINK OPEN OPEN Y 1 — OPEN OPEN , HANNAH SOCIETY Im 10'-0" -� 8'-1 1/2" VERIFY -i 6'-0" 314» '-0» 11'-0" 14'-0"I WASHINGTON SOR. 13 11�EATMENT 14 11�EAl1MENT 15 TREATMENT 16 TRE�,TIMENT 17 TREATMENT 18 TREATMENT _ TOO TI 10'-7 3/4" VERIFY 10'-7 3/4" VERIFY SITE ADDRESS 10164 SW WASHINGTON 8'-1 3/4" CLR. io� 8'-1 3/4" CLR. 30" MONITOR W/ VACUUM STUB— TREATMENT WALL BRACKET, LIGHT SQUARE RD. *1305 FE FURNISHED BY VACUUM STUB OUT 11 TIGARD OR 97223 \ \ lE::1OWNER A T CEILING ABOVE t \ 24"x24" 24"x24" \ / 11'_3"+/- GOOSE NECK 10"x18" PASS \\/I o \\/ LLL111 2'-3" 2'-3" 1,-0„ FAUCET 7Q: THROUGH SHEET NAME , /\ 24"x18" \ \ 24"x18" I I — — — — FRP INTERIOR ELEVATIONS 0 0 _ _ - o I BOARD 48"x30" 48"x30"J /1 \\ I II_ I I 11 CAULK 2" COVE BASE CAULK 2" COVE BASE —/ � � 4'-6 � 2 -3 �� (2) REMOVABLE SIDE ELEVATION FRONT & BACK 4'-0 4'-0" " GRILL SECTIONS ELEVATION 19 TREATMENT 20 TREATMENT @jTR5EjAATMENT 22 TREATMENT 23 TREATMENT TABLE REVISION Q12/13/12 ISSUED FOR PERMIT 8'-6" VERIFY Q 3'-0"x2'-0" PROVIDE FRP AROUND ADJUSTABLE SHELVES 7'-6 1/2" VERIFY Q TUB IF TUB DOES NOT 4'-2" CLR. Q TUB, VERIFY INCLUDE ENCLOSURE SPRAY HT. A. 0 ADJUSTABLE SHELVES 31" COUNTER 3'-0" 2'-6" LAUNDRY N 24"x24" � 4'-0' -6" 2'-6' Ivr CONNECTION BEHIND 2'-6" 2'-6" 2'-6" 2' 6' 2'-6" 2'-6» 2' 6» 2'-6" 6" 3'-0" 3'-0" 6" 2'-0" v WASHER TYP. �-JII • . . • • . . . • • • . • • • • • _ __. _-.-- ---._.. 24"x18" ISSUE DATE 1% 2012 48"x30" KENNEL — — — — — o 1 I o o 11 ° B BASE 48"x30" DRAWING FILE IG- I�6.DWQ 9'-0" VERIFY 20'-4" VERIFY 10'-0" _ 10'-0" _ CAULK ADJUSTABLE • OPEN SHELVES PROJECT NUMBER 12,30 SHELVING 12" ADJUSTABLE SHELVES ISOLAl10N LAUNDRY ON K&V STANDARDS LAUNDRY LAUNDRY LAUNDRY KENNEL SFS 9 24 25 26 27 28 A8 29 INTERIOR ELEVATIONS of 12 yrs SCALE: 1/4" = 1'-0" CLOSER ADJUSTABLE 10'-10 1/2" VERIFY 9'-10 1/2" VERIFY SHELVES 8'-3 3/4" VERIFY 16'-2" CLR. 10'-2" CLR. 8'-2" CLR. 8'-2" CLR. 8'-2" CLR. CLOSER y{ 24"x24" c� 24"x24" 24"x24" cr 24"x24" oc 24" x24" oc U U U U U 24"x18" 24"x24" 24"x18" 24"x18" 24"x18" 0 0 0 0 0 48"x30" 48"00" 48"00" 48"x30" 24"x24" 48"x30" 48"x30" 48"x30" SYMONS ENGINEERING CAULK 2" COVE BASE CAULK 2" COVE BASE CAULK 2" COVE BASE CAULK 2" COVE BASE CAULK 2" COVE BASE CONSULTANTS, INC. N N N JC4 N KENNEL KENNEL 32 KENNEL KENNEL 34 KENNEL 12805 s.e. foster road ortland or P e9on 97236 phone 503 7601353 PROVIDE FRP AROUND ALL 0 0 11'-3 1/2" VERIFY 2'-6 6 8'-2" CLR. ADJUSTABLE 12'-2" CLR. facsimile 503 762 S62 2'- " 2'- " " 2'- " WALLS SURROUNDED BY 11'-2" CLR. SHELVES D TUBS 5'-0"x2'-6" TUB SHOWER ENCLOSURE, VERIFY v 36"x24" 24"x24" v 24"x24" 0 SPRAY HT. A.F.F. - o 1U U '-0" 2•-0 2'-0" w 36"x18" 24"x18" 24"x18" ���ED PROFF :I o o 11 w sosi 36"x30" 48"x30" — 11 _ o 48"x30" to OREGON 5'-0" 4'-4" (3) VENIS IN BASE 5'-0" VERIFY CAULK 2" COVE BASE CAULK 2" COVE BASE Dii2nz syvG�Y�'��ry�5 HOT & COLD SPIGOT GROOMING 36 GROOMING 37 GROOMING GROOMING KENNEL [RENEWS 6/30/14 WENT 8'-2" CLR. HA S� w 16820 McGL "Y BLVD INTERIOR ELEVATIONS VA NCOUV /��, WA OM 24"x24" SCALE: 1/4" = 1'-0" 36�'f'i�2VW 24"x18" Mao PROJECT 48"x30" 1.0 CAULK--I2" COVE BASE HANNAH SOCIETY .9'-0" VERIFY 7ZN ISOLATION NOTES CONnNUED: WASHINGTON SOR. 5. COMPRESSION STRUTS SHALL BE ROUND MECHANICAL TUBING (CARBON STEEL: F=60 KSI) TOO TUBING OUTER DIAMETER (12 GA.) LENGTH (FROM MAfN NO RUNNER TO ROOF) 11 1. ALL BRACING WIRES TO BE ATTACHED PARALLEL TO THE COMPONENT AND AT A 3/4" 0-3 FEET MAX. OF 45' TO THE PLANE OF CEILING. 1112- 3-6 FEET 2. ALL BRACING WIRES TO BE TAUT & TIED BOTH ENDS WITH A MIN. OF (3) TURNS. 2" 6-10 FEET SITE ADDRESS (O.S.A. REQUIRES 3 TURNS IN 1-1/2" OF RUN ON SCHOOLS & HOSPITALS.) 2 1/2" 10-15 FEET 10164 SW WASHINGTON 3. RING NAILS SHALL BE INSTALLED AT ALL COMPONENT INTERSECTIONS WITH THE 4. THEHORIZHONTAL STRUT AT ORIZONTAL STRUT SHALLCHED WALLS.RUN CONTINUOUS AT ALL PERIMETERS NOT POP THEY TG BAR MASHALL IN RUNNER W1E FLATTENED (3)T 2ESD E&MEOTALECTED TO SCREWS SQUARE RD. *1905 RIVITED TO THE WALL ANGLE. AND TO THE STRUCTURAL WOOD JOIST ABOVE W/ (3) #12 WOOD TIGMD, OR 97223 SCREWS. OTHER CONNECTIONS ARE ACCEPTABLE BUT SHALL GRID MUST BE ATTACHED TO TWO ADJACENT WALLS - FIRST BE SUBMITTED TO THE BUILDING DEPARTMENT FOR REVIEW. OPPOSITE WALLS MUST HAVE A 3/4" CLEARANCE WHERE COMPRESSION STRUT IS NOT DIRECTLY BENEATH SHEET NAME TYP. AT WOOD JOIST ABOVE, PROVIDE 2x BLOCKING BETWEEN WOOD 8" 12 GAUGE HANGER WIRE 4'-0" O.C. 8" JOISTS CONNECTING W/ SIMPSON FACE MOUNT HANGERS. MAX. WALL HORIZONTAL STRUT AT MA PERIMETER 3/4" BLDG STRUCTURE INTERIOR ELEVATIONS BERC2 CLIP UNATTACHED WALL (NOTE 4) i MAIN RUNNER w FLATTEN TUBE AND FASTEN W/ 11111111� OR CROSS TEE " p (3) #12 WOOD SCREWS NO POP 1 1/4 WALL ANGLE Z RIVETS w COMPRESSION STRUT REQ'D IN ROOMS ACOUSTICAL BOARD WALL NO. 12 GA SPAY OVER 1,000 SF, SEE NOTES FOR SIZE 1/8" POP RIVET PROVIDE SPACE AT WIRE (4) IN PLANE REVISION 1 1/4" WALL ANGLE AT ALL MEMBERS ALL MEMBERS AT OF EACH RUNNER - w FLATTEN TUBE AND FASTEN W/ Q 12/13/12 ISSUED FOR PERMIT ONE WALL OPPOSING WALL VERT ANGLE APPROX ¢ (3) #12 SHEET METAL SCREWS 45' ALL WIRES > 45' 4.5 Q SECURED TO CROSS RUNNER 12 GA HANGER WIRE RUNNERS APPROX 2" Q TYPICAL 4'-0" O.C. FROM INTERSECTION. MAX 6' TO WALL VERT. COMPRESSION STRUT MAX 12 O.C. EACH WA Q As. C:EIUNG SUPPORT STRUT O NO SCALE Q MAIN RUNNER Q 0 CEILING AREAS OVER 144 S.F. SHALL HAVE 4 WAY SPLAY BRACING PER DETAIL ABOVE. WIRES TO BE TAUT AND YET 4'-O" O.C. NOT CAUSE CEILING UPLIFT. ISSUE DATE DECEM90 1% 41 12 GAUGE SPLAYED BRACING 0 SUSPENSION SYSTEM SHALL BE ARMSTRONG SUPRAFINE 7501 n * WIRES AT (NOTE 1 & 2) FT O.C. HEAVY DUTY, OR APPROVED EQ., & COMPLY WITH CURRENT DRAWING FILE 12-M.A6DWG IBC, ASTM C 635, & ASTM C 636. CROSS TEE O 0 COUNTERSLOPE MAIN HANGER WIRES IF MORE THAN 1:6 PROJECT NUMBER 12-30 OUT OF PLUMB. 0 0 TYPICAL WEIGHTS: LIGHT FIXTURES - 30# y� r DIFFUSERS - 15# � IV EXIT SIGNS - 5# 0 PROVIDE 'TRAPEZE' AT DUCTWORK & OTHER LARGE OBSTRUCTIONS. A9 1 SEISMIC CEILING DETAIL OF 12 SHEEM SCALE: N.T.S. TF G H J K r 03 OFFICE !I OFFICE r (3) 200 AMP r PANELS 44 43 1 �® ® b® 08 0 NEW ELECTRICAL ROOM ® 1 STORAGE TRASH sroRAce ® ® ao STORAGE ® ® STORAGE ® 3s SYMONS ENGINEERING 45 OPEN CONSULTANTS, INC. " OFFICE 12805 s.e. foster road BREAK ROOM portland, oregon 97236 42 OFFICE ® phone 503 7601353 facsimile 503 7621962 TRAINING WAREHOUSE JANITOR 0 0 38 Z ® W OFFICE OMENS NORTH SECOND FLOOR 37 �`�� 1 o ED PR I Nr RESTROOM � � S+�Gs.as ELECTRICAL LAYOUT PLAN 15 OREGON SCALE: 1/8" = 1'-0" + ® NS Dan Sy s ✓G(y� ,eeti OFFICE ® CLOSET 36 12112112 5 09 16 SURGERY EXAM +s0►I 25 m 3 RENEWS i /R 14 Ls 17 a A r —ANNINOWNINNIffilk +n CUEN 1 ELECTRICAL NOTES + ®OFFICE C uu..,,--''AA�,,� ® +� 27 f'll'�I�l Sy LLC 1. TENANT TO VERIFY & APPROVE ALL ELECTRICAL OUTLET LOCATIONS 08 X-RAY RMP NOT NOTED. 18 + — — — +„ + 16820 MCCaL.LNRAY BLVD 2 TIMERS,COORDINSPLIT ATE WCI CIRCUITS & SWITCHED OU1 TENANT ON LOCATIONSTLETS. X—RAY SENSORS, SELF „ ® VANCO �p WA X—RAY 240V lil�Vv.�+� M 3 GROUNPHASED 15AULT& 20 CIRCUIT AMP OUTLETS WITHIN 0D FOR ALL 72" OF SINK. 110 VOLT, SINGLE ELECTRW/ SAFECAL TY ETY PANEL ® ® ® ; —�� 4. COORDINATE PREWIRE FOR STEREO, TELEVISION, TELEPHONE & OFFICE ® EXAM +80 DISCONNECT +« +« +'+ SECURITY SYSTEM W/ TENANT. O7 18 +n 02 22 E!9M ,, ® +44 PROJECT � + 0 CLEAN/LAUN. m 4 ELECTRICAL LEGEND JANITOR EXAM, +80 +� 28 HANNAH SOCIETY ab 20 f10 TREATMENT 10 4WASHINGTON SOR. SYMBOL DESCRIPTION +« 23 ISO WAREHOUSE WOMEN' +n 24 +n E 9 ELECTRICAL OUTLET 05 EXAM + +~ TOO TI ' DBL DUPLEX ELECTRICAL OUTLET EN'S +� REFRIGERRATOR ON a, 21 DEDICATED CIRCUIT GFI GROUND FAULT INTERRUPTER 04 ++. NnW72 +n NEL +n + "' SITE ADDRESS 220V ELECTRICAL OUTLET t +w PHONE (DATA PORT) - - ® 10164 SW WASHINGTON SURVEILLANCE CAMERA I PHAR EXA 1, ' KENNEL n m 5 SSOUARE RD. *B05 ® DBL DATA PORTS 03 22�' +00 30 KE19NE n I IGARD, OR 97223 +XX HEIGHT OF OUTLET A.F.F. I +" +++ + n ' +n M +77 II SHEET NAME +++ u II FIRST & SECOND FE CEPT ON FLOOR ELECTRICAL 01 WAITING a (4) DATA 02 GROOMING KENNEL II LAYOUT PLANS ® PORTS & 0. 33 32 II OUTLETS FROM UNDER FLOOR II + + REVISION A12113112 ISSUED FOR PERMIT - ---- 0 NORTH FIRST FLOOR A ELECTRICAL LAYOUT PLAN O SCALE: 1/8" = 1'-0" Q ISSUE DATE DECBu6ER 13, 2012 REFERENCE ONLY DRAWING FILE 12-30.etDWQ wwAPm m wrrHnw"mw PROJECT NUMBER 12-30 SHEET 11 El OF 12 QTS OF G H J K (E) ROOF BEAM 3.5CS1.625xO35 20GA STANCHION T FASTENED TO ROOF FRAMING W/ ` (6) #8 x 1 1/2" SCREWS 11 L _ STRUT BRACE EN 5. 0.C. MAX. SYMONS ENGINEERING SPACING, FASTEN 5TO FULL ^ � S.SCU STRUT TRACK CONSULTANTS INC. 18GA 33ksi TRACK TO FULL FASTENED TO STANCHION x LENGTH 5.5CS1.625x035 20GA W/ (4) #8 SELF—DRILLING 'K 33ksi STUD & FASTEN T&B FLANGES TOGETHER SCREWS EQUALLY SPACED o W/ #8 SELF—DRILLING SCREWS 28 s.e. foster road ® 12" 0.C., TYP. rn portland, oregon 97236 TOP TRACK SHALL BE ' phone 503 7601353 3.5CU1.25xO54 16GA, 2 facsimile 503 7621962 TYP. AT ALL 11' HIGH o 0 PARTITION WALLS SECTION A—A Z 5.5CU STRUT TRACK FASTENED TO PARTITION WALL STUD W/ (4) #8 N SELF—DRILLING SCREWS EQUALLY SPACED TYRV\5����DIPR 9' OR 10' CLG. HT. � o o � � is,asi J1L H1 �y !_ OREGDN CEILINGACOUSTI-IC J1 Dan symo 9NCY 19°jry� Dan S12 27• J1L--1 3 RENEWS 6/,30/1:4] WALL BRACING DETAIL SCALE: 1" = 1'-0" ���� CLIENT HANVA A LLC 16820 McG1LI"Y BLVD S/LTT20 HOLD—DOWN W/ 1/2"0 A36 V�OUV WA THREADED EPDXY ROD ATTACHED TO '�AAQ_- '+ BACK—TO—BACK STUDS, USE SIMPSON 1 360—` 48— SET—XP EPDXY 4" CONC. EMBED DEPTH, TYP. AT (4) CORNERS. SPECIAL INSPECTION REQ'D ~ 1/4" HARDIEBACKER CEMENT BOARD _BENCH OUTUNE 15/32 APA RATED SHEATHING W/ 8d I m _�� PROJECT COMMON NAILS ® 6" O.C. AT EDGES, I HANNAH SOCIETY 12" 0.C. FIELD NAILING I H' J2 WASHINGTON SOR. Z 21 J1 12L J2L VERIFY REQ'D OPENING �� J1L J1L o FOR FIREPLACE INSERT =O� J2L U 3.5CS1.625xO35-20GA VI J1L r H1 H1 TOO On STUDSJ1L J1m m FASTEN BACK—TO—BACK H1J2L1SITE ADDRESS STUDS TOGETHER W/ #8 H, m 5 10164 SW WASHINGTON 4'-8' SCREWS ® 6" o.c., TYP. 2 7 SQUARE RD. *BO5 4 J2L J J2L J2 — 4 1 IVIMf 1D, OR 97223 BENCH OUTLINE -J SHEET NAME 2 FIREPLACE BASE DETAIL 2 J2L — SCALE: 1" = V-0" 12-3o-D2 J3L CEILING FRAMING PLAN, SCHEDULE & DETAILS J3L REVISICN FRAMING NOTES m 6 Q 12/13/12 ISSUED FOR PERMIT 1. ALL COLD FORMED STEEL FRAMING SHALL BE SIZED �� Q PER AMERICAN IRON AND STEEL INSTITUTE 1996 EDITION. ANY SUBSTATIONS OF MEMBER SIZES SHALL BE SUBMITTED TO THE ENGINEER—OF—RECORD Q (E.O.R.) FOR APPROVAL. NORTH 2. ALL COLD FORM STEEL FRAMING SHALL CONFORM TO DESIGN LOADS D MATERIAL SPECIFICATIONS OF ASTM A446 W/ MIN. CEILING FRAMING PLAN YIELD STRENGTH OF: Fj-33ksi (GRADE A) FOR 18 & LIVE LOAD: 10psf FOR NON—STORAGE ATTIC 20 GAUGE MEMBER THICKNESS. LOADING OF HARD—LID CEILINGS J. STUDS SHALL BE MIN. FIZE OF 1 5/8" x 3 1/2" W/ SCALE: 1/8" = V-0" Q A MIN. 3/8" RETURN LIP. BOTTOM & TOP TRACKS SHALL HAVE A MIN. SIZE OF 1 1/4" x 3 1/2". ISSUE DATE DECBMER 13, 2012 4. ALL STRUCTURAL MEMBERS SHALL E PROPERLY FRAMING SCHEDULE CONNECTED TO EACH OTHER. FASTENERS SHALL BE TO MADE NSURE CONNECTION STRENGTHSCREWS SUFFICIENT # SIZE MATERIAL DESCRIPTION NOTE DRAWING FILE 12-W.AtDWCi 5. NOTCHING SHALL BE LIMITED TO LOCATIONS AND EXTENT ALLOWED BY THE E.O.R. J1 3.5CS1.625xO35 ® 24" O.C. 20GA 33ksi CEILING JOIST 7 -0" MAX SPAN, FASTEN ENDS TO RIM OR LEDGER TRACK W/ ANGLE CLIPS MADE FROM 20GA MATERIAL, FASTEN W/ 6. FASTENERS FOR FRAMING HARDWARE SHALL BE AS (3) #8 SELF—DRILLING SCREWS PER ANGLE LEG PROJECT NUMBER 12-0 RECOMMENDED BY SIMPSON STRONG—TIE CO. J1L 3.5CU1.625xO45 18GA 33ksi LEDGER LEDGER TRACK FASTENED TO EACH WALL STUD W/ (2) #8 SCREWS, TYP. UNLESS SPECIFICALLY NOTED OTHERWISE. 11'-0" MAX SPAN, FASTEN ENDS TO RIM OR LEDGER TRACK W/ ANGLE CLIPS MADE FROM 20GA MATERIAL, FASTEN W 7. ALL POSTS, BEAMS, JOIST, AND HEADERS ARE J2 5.5CS1.625xO35 ® 24" O.C. 20GA 33ksi CEILING JOIST / � 12 INTENDED TO BE INSTALLED USING FRAMING HARDWARE, (4) #8 SELF—DRILLING SCREWS PER ANGLE LEG ANY CONDITIONS NOT HAVING HARDWARE SPECIFIED J2L 5.5CU1.625xO45 18GA 33ksi LEDGER LEDGER TRACK FASTENED TO EACH WALL STUD W/ (3) #8 SCREWS, TYP. SHALL UTILIZE THE MOST APPROPRIATE INDUSTRY STANDARD AVAILABLE ITEM OR SHALL BE APPROVED J3 5.5CS1.625xO35 ® 12" 0.C. 20GA 33ksi CEILING JOIST 15'-3„ MAX SPAN, FASTEN ENDS TO RIM OR LEDGER TRACK W/ ANGLE CLIPS MADE FROM 20GA MATERIAL, FASTEN W/ BY THE E.O.R. IN ADVANCE. (6) #8 SELF—DRILLING SCREWS PER ANGLE LEG S1 8. PROVIDE BLOCKING FOR FIRE SEPARATIONS (10' MAX J3L 5.5CU1.625x045 18GA 33ksi LEDGER LEDGER TRACK FASTENED TO EACH WALL STUD W/ (4) #8 SCREWS, TYP. OF 12 SHEM HORIZONTAL OR VERTICAL CAVITIES), STRUCTURAL W/ 3.5CU1.25xO45 18GA T&B HEADER TRACK & 3.5CU SIDE TRACK FASTENED TO KING STUD W/ (6) #R SELF—DRILLING SCREWS, BRACING, BACKING REQ'D BY CODE AND FOR H1 DBL 3.5CS1.625xO35 20CA 33ksi LOAD BEARING HEADER FASTEN EACH FLANGE OF SIDE TRACK TO HEADER WEB W/ (3) #8 SCREWS, PROVIDE SINGLE 3.5CS1.625xO35 20GA TRIMMER INSTALLATION OF CABINETS & FIXTURES.