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Plans (4) BUP2012 - 00254 jj .. .__. .. ....1i....vi._... � _ _ ... .T �t[:.. .. n{_'-y,.--yyL .}y+('{�ayy...}+�, �,v ._ ... _.. ._.,.r`. _ II.: _ _ _ ,v.,.... y.y. .,T.. _ __ _ _ � - )pY••''mr�l 4�'— _ _ li �l -'�`:7F a.2�i`��.5T=S3`33a'Y�Y-?<ET•- t�r{.5:.;31RS:irr. •`' t i'Gfs�i'E�ji�"_.e�Mrili9�•0v�y.uA'iii.smL�SW¢1�6YLtiMTIlA1t.3YYC1Y�fiI.YWIIlQfiYitYM'Ol�..�'� - ___ .•• Mf'��".i�r'A F'.::.�i/I�WW•: - t M ���M{ { , 1 t 1 t r' .y 13 2M' /Amm 7w) 111 lARD l '7w/ 1464S 1A ;n J L64 w t t t 1 1 11 11 ,a r 1 .a • _ _ _ . u_ SYMONS ENGINEERING CONSULTANTS, INC. DRAWING INDEX BUILDING DATA SEE A2 FOR F/L/S SUMMARY 12805 s.e. foster road EXIS77NG OCCUPANCY M portland, oregon 97236 T TITLE SHEET OCCUPANCY OF 77: B & s-1 phone 543 7601353 Al 19FW DS SECOND FLOOR EXETING � DEMOEXIS7TNG CONSTRUCTION TYPE.. IPtB SPRINKLERED PLANS NEW CONSTRUCTION TYPE. IIIB SPRINKLERED facsimile 503 762 1962 A2 FIRST & D FLOOR EGRESS & F/L/8 � GTO BUILDING AREA (E): !, 35.593 S.F. Sw WASM Rp ALLOWABLE BUILDING AREA: 70,000 S.F. PER SPRINKLER INCREASE Z SOUARE & PARTIAL CODE STUDY TOTAL BUILDING FLOOR AREA (E): 28,808 S.F. p = A3 I9RU & SECOND FLOOR PLANS & WALL FLOOR AREA OF TT: 15,600 S.F. w z 4i V$ A4 ENLARGED RESTROOM PLAN, SECTION & ADA DETAILS PROJECT pCity of Tigard coCA5 SCHEDULES 16,091 y 9 Ro �. �► SITE A6 FIRST FLOOR REFLECTED CEILING Ap roved Plans r� -- (ZR Q B - � Date k� OREGON t o L&k ;C � A ::�_� Dan Sym s <Y �9 , 4 A7 INTERIOR ELEVATION PLAN �"� � � - Ave 5G1�10� N� 12/12/12 �qN �' �� Cann s� U-, A8 INTERIOR ELEIIATM REVISION E 6 A9 INTERIOR ELEVATIONS OFFICE s/30/14 OFFICE COPY El FIST & SECOND FLOOR ELECTRICAL LAYOUT PLANS CLIENT 81 CEILM FRAMING PLAN, SCHEDULE & DETAILS TTS HAM , A LLC 16820 McGLLIVRAY BLVD VANCOtNEI% SNA 98683 360-448-2023 t" N OR-rH - - VICINITY MAP - ' NO SCALE AREA OF WORK— PROJECT HANNAH SOCIETY GENERAL NOTES --- t?UILDlNG A ° WASHIN N OuRe THESE DESIGN DRAWINGS PRESENT THE GENERAL CONCEPTS OF 7HISROJFCT AND ARE _ ( BUILDING B /� ( �r 0 T1 NOT INTENDED TO SERVE AS CONTRACTORS SHOP DRAWINGS. CERTAIN I LEMS MAY ! I { NOT BE COMPLETELY DETAILED ON THESE DRAWINGS. SUCH 17EMS SHALL BE CONSTRUCTED TO THE CODES AND INDUSTRY STANDARDS AS INDICATED. WHEN IN —L_ _._� I SITE ADDRESS DOUBT, MAKE A DETAILED SUBMITTAL TO THE ENGINEER INCLUDING LAYOUT, FAB AND INSTALL DETAILS AND CATALOGUE CUTS FOR REVIEW AND APPROVAL PRION TO �..,. CONSTRUCnoN. ca �—�-� ✓_j 10164 SW WASHINGTON -----D ` ` = `� THE INTEN770N OF THE DRAWINGS IS THAT 17EMS TO BE FIXED IN POSITION SHALL BE SQUARE RD. #1305Z ~�� M BOLTED, SCREWED, RIVETED, WELDED OR LOCKED INTO PLACE SUFFICIENTLY TO TIGARD, R O 07223 PROPERLY SECURE THE 17EM CONSIDERED. FLASHING, CAULKING, PAINTING AND WEATHERSTRIPPING SHALL BE APPLIED TO RENDER STRUCTURE WEATHERPROOF AND PROTECTED AGAINST THE ELEMENTS. ALL OF THE ABOVE SHALL BE CONSIDERED A J�_ - `�� �''�� ~' `� SHEET NAME � � ---� NECESSARY REQUIREMENT FOR FUNCTIONALITY REGARDLESS OF ANY OMISSION TO SHOW �S ._.. �... •.._ .� _,._• OR MEN77ON 7HE NEED FOR SUCH MEASURES. TITLE SHEET ON AND OFF–DUTY CONTACTS AND PHONE NUMBERS FOR CONTRACTOR ShALL BE J FURNISHED TO OWNER PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN APPROVED DRAWINGS, SUBMITTALS AND PERMITS ONS17E AT ALL 77MES. - �- ._ `✓ __�--j– ,`�,-�.` '�. �. ---' �+ CONSTRUC77ON PRACTICES SHALL BE IN ACCORDANCE W17H OSHA REGULATIONS. tT__ ,� l--`) �_ � CONTRACTOR SHALL MAINTAIN ON–SITE LEGIBLE MATERIAL SAFETY DATA SHEETS FOR ALL HAZARDOUS MATERIALS USED ON–SITE: 0 REVISION ANY REVISIONS MADE TO APPROVED PLANS REQUIRE APPROVAL BY THE APPROPRIATE AGENCY AND THE ENGINEER–OF–RECORD IN WRITING PRIOR' TO IMPLEMENTA770N. THE ``� � �`~- �r � A1211,3112 ISSUED FOR PERMIT CONTRACTOR SHALL GIVE 7HE APPROPRIATE INSPEC71ON ENTITY TWO ,2i WORKING DAYS BUILDING C ADVANCE NOTICE WHEN REQUES77NG INSPEC77ONS: OWNER IS RESPONSIBLE FOR COORDINATION OF SUB-7RADES AND THEIR RL=SPEC77VE AcQ PERMITS INCLUDING ELECTRICAL, MECHANICAL, RACKING, ROOFING AND SPRINKLERS REGARDLESS WHETHER HIRED BY THE CONTRACTOR OR OWNER. DISCREPANCIES FOUND /\ AMONG ARCHITECTURAL, STRUCTURAL, OR SUB–TRADE PLANS SHALL BE BROUGHT TO -- ' co THE A TTEN 77ON OF 774E ENGINEER--OF–RECORD FOR WRITTEN CLARIFICA 77ON PRIOR TO CONS7RUCT10N. (; _ •w'3 oy CITY OF TIGARD U CODES D TANDMDS Q � !�� IN CASE F OVERLAPPING SPECIFICATIONS CONTRACTOR SHALL ASSUME MOST U'�/� C ,- Approved"""'T't..... [ ry STRINGENT APPLIES UNLESS NOTED OTHERWISE. REFER TO ENGINEER FOR �y?�t TEEN /Q _, Conditionally Approvedw..„w.„.....[ ] ISSUE DATE DET ERMINA770N. "`� J—�� See Letter to:Follow, [ ] AMERICAN CONCRETE INS77TUTE ACI 318, CURRENT ED177ON Atta ed..w,ww,,,,,„„, NATIONAL ELECTRICAL CODE 70-05 i `� Perini#Number. `M DRAWING FILE 12-30�T.DVIIG Address: 0 NCRP REPORT No. 49 `1� By: Date: 2011 OREGON PLUMBING SPECIALTY CODE r 2011 OREGON ELECTRICAL SPECIALTY CODE PROJECT NUMBER 12- 2010 OREGON STRUCTURAL SPECIALTY CODE l 2010 OREGON MECHANICAL SPECIALTY CODE Approved pians ' 2010 OREGON FIRE CODE / 1 shall be on job site. SHEET 1 nEFERRED SUBMITTALS NORTH SITE COSY 1. BIDDER DESIGNED MECHANICAL Z BIDDER DESIGNED ELECTRICAL Z BIDDER DESIGNED PLUMBING 81TE PLAN 3. BIDDER DESIGNED SPRINKLER OF 12 SHEM = I {� SCALE: i” S0' ; s • �'•' _.��CS- •:lI'.•a^'Q..dbSA4 �va.9�.a..r..y.ew11•l�R 1'•LIAYxfse: IST... - mit:' :.N .�lYiis��s•b•Itp+a....-i,y i/t { '" •b tnr� �SL '3i ��ao' = lOf�fita'�'S'rn'p'��..a.'u>r`�'""�''�— +-�e.n'3�3.s�..'��,.;���a�asctus:.�3il���s rr�rra=*�-- �S�c•�-.a�e�--- -„..p.-,G-.,- , .�..,P,�..r, __ _ i _ F G H J K w ' 127'-0” t t 30,-0., TYP. �zRISE 0 77 In ( � L-7 -- -� SYMONS ENGINEERING ( CONSULTANTS, INC. xl f ( H _ 1 __ _1 ( N 12805 s.e. foster road I portiand, oregon 97236 I ( ] phone 503 7601353 2 ( ( ( o o facsimile 503 7621962 XI I ( L __1_ J ' NORTH SECOND FLOOR z � EX1811NG FLOOR PLAN o o I ( , ; ( � $ 16091 SCALE: 1/8" = 1'--0" ( ( ( ( OREGON Dan Sym S VG(}. 9e�ti ,.' 12/12/12 �,9� '1'� �� {.�SiP-ft _ Lam _ [7A L �- -j RENEWS 6 30 14 DEM® KEYNOTES i fft-11. 111 OREMOVE (E) FENCE ENCLOSURE, ALL CABINETRY & WALLS (2) SUPPORT CLIENT POSTS FOR SECOND FLOOR SHALL REMAIN UNTOUCHED. 2 REMOVE (E) WALLS & DOOR PER PLAN. i- - HA~A LLC O/ o OREMOVE (E) VCT. SEE FINISH SCHEDULE FOR ROOMS TO KEEP (E) VCT. L=�- 1020 H.VD V INA 9863 0 REMOVE (E) DBL DOOR. 360-448-M O5 REMOVE (E) DOOR & REVERSE HINGE SIDE. REUSE (E) DOOR OR REPLACE W/ NEW PER W DOOR SCHEDULE. O �/ ODEMO (E) SLAB FOR NEW TRENCH DRAIN. ' PROJECTO7 ADJUST/REPAIR (E) CEILING GRID SYSTEM AFTER WALL REMOVAL. ® ® m 4' HANNAH SOCIETY WALL LEGEND WASHIN N SOR8 L_ (E) WALL TO REMAIN (E) WALL TO BE DEMO'D TOO 11 x% SITE ADDRESS 10164 SW WASHINGTON r 5 SQUARE RD. *1305 (I TIGARD, OR 97223 Il ( II SHEET NAME ( (I FIRST &SECOND FLOOR 4> ( EXISTING / DEMO II PLANS I (( I 'I = III REVISION ( u ® A12113112 ISSUED FOR PERMIT a NORTH FIRST FLOOR EXISTING / CHEMO PLAN 0 SCALE: 1/8" = 1'-0" Q s ISSUE DATE DECEjj313, 2012 DRAWING FILE 12-30_,�9t'i.DWG PROJECT NUMBER 12-30 SI EET 2 OF 12 SHEETS ti - f F G H J K. 44 OFFICE � 43 OFFICE 127'-0" , OCCUPANCY 8 OCCUPANCY B 30,-0 ,r TYP. 7-0„ AREA 95 AREA 95 LOAD 100 LOAD 100 �r 't �1 OCCUPANTS 0.95 OCCUPANTS 0.95 EXI TS REQ 1 it , EXITS REQ 1 _ 1 j 121 STORAGE ELECT. 391 STORAGE • I y 451 STORAGE T 2 OCCUPANCY S-1 13 STORAGE 26 OCCUPANCY S-1 OCCUPANCY S-1 FE - I AREA 500 OCCUPANCY S-1 ( AREA 129 1 TRASH AREA 71 • - - - -�- LOAD 300 AREA 387 LOAD 300 LOAD 300 - - OCCUPANTS 1.fi7 LOAD 300 OCCUPANTS 0.43 l 11 OFFICE 40 OCCUPANTS-1 0.23 T OCCUPANCY 8 EXITS REQ 1 OCCUPANTS 1.29 j EXITS REQ 1 I 4 SYMONS ENGINEERING EXITS REQ 1 i AREA 108 EXITS REQ 1 r - - - _ _ o LOAD 100 , CONSULTANTS, INC. 41 OPEN OFFICE . .. I N 42 BREAK ROOM OCCUPANCY B OCCUPANTS 1.08 14 TRAINING - - - -�- - - - -� OCCUPANCY B EXITS REQ 1 t 12805 se. foster road AREA 239 I AREA 379 OCCUPANCY 8 j LOAD 100 AREA 735 A T ortland, or on 97236 LOAD 100 ! j OCCUPANTS 3.79 LOAD 15 I- - - - L - -4- - - - - - - - - - - - -4_ _ OCCUPANTS 2.39 I OCCUPANTS 49.00 � I hone 503 7601= s _ EXITS REQ 1 EXITS REQ 1 17 EXAM EXI TS REQ 1 j I 2 ' t I t , facsimile 503 7621962 SFE OCCUPANCY B 0 0 I.•• AREA 112 1 JAN1 TOR I NORTH 3 LOAD 100 251 SURGERY 341 WAREHOUSE I 38 t OCCUPANTS 1.12 101 OFFICE I OCCUPANCY B I OCCUPANCY S-1 1 SECOND FLOOR EXI>S REQ 1 OCCUPANCY B AREA 242AREA( 1,932 I O WOMENS I 1 EGRESS PLAN LOAD 100 I LOAD 500 1 AREA 106 j 1 37 LOAD 100 OCCUPANTS 2.42 1 OCCUPANTS 3.86 1 QED PROFF SCALE: 18" = i'- � OCCUPANTS 1.06 EXITS REQ 1 T EXI TS REQ 1 j \SSG 1 / 0 09 OFFICE EXITS REQ 1 I 1 0 0 0 1 3,0 1 ' OCCUPANCY 8 (--- L- - - - - - - - - - - - - - - - - -4-4­6 AREA 1 106 ff I L E ♦ � OREGON LOAD l 300 _7F_ I CLOSET RES 0 I MENS i - Dan Sym S <Y�,�9�v F/L/S 8c PARTIAL CGDE STUDY OCCUPANTS 1.06 �16-- ?5 1 36 1 12/12112 ? EXITS REQ 1 08 OFFICE / El§j 1 6 OCCUPANCY 8 * I I ® 3 RENEWS 6 30 14 304.1 BUSINESS GROUP B AREA 106 ( ® I I / 311.3 MODERATE-HAZARD STORAGE, GROUP S-1 LOAD 100 I 1 z OCCUPANTS1 1.06 ' r * I j- $FE I WENT 503 ALLOWABLE BUILDING HEIGHTS & AREAS C X-RAY EXITS REQ 1 j • 8 TYPE 1118 = 3 STORY, 19,000 SF (PRIMARY FUNCTION) OCCUPANCY 8 j C--- - -- _j +OMP. RM • S-1 TYPE NB = 2 STORY, 17,500 SF (MOST RESTRICTIVE) AREA 101 I 28 OCCUPANCY LAB - - - - - - - - - - F�AIWAH'S, LLC �: • EXISTING BUILDING AREA: 35,593 SF LOAD 100 j �' 1 27 OCCUPANCY B � 'j"' o • EXISTING LEASED FLOOR AREA: 15,600 SF OCCUPANTS 1.01 AM I - - AREA 386 191 1 ( j � � N �� 00 A. Gr SPRINKLER INCREASE FOR AREA MODIFICA770N. EXITS REQ 1 LOAD 100 OCCUPANCY3.86 B I ( Y WA p� I RtQ I 1 A, _ lA, +j�A t x I, ] + [At x !,11 t. = 3 AREA 108 EXITS 360-448-2=t ( A.= 117,500 +(17,500 x OJ + [17,500 x 3] FE} LOAD 100 fi ( G. I 1 A,= 70,000 07 OCCUPANTS 1.08 OFFICE EXI TS REQ 1 OCCUPANCY1 B I ''�` 1 PROJECT 504.2 WHERE A BUILDING 1S EQUIPPED THROUGHOUT M77H AN APPROVED AUTOMA77C AREA 106 I I I SPRINKLER SYSTEM, THE VALUE SPECIFIED IN TABLE 503 FOR MAXIMUM BUILDING HEIGHT 1S LOAD 100 I I I I m 4 IN BY 20 FEET AND THE MAXIMUM NUMBER OF STORIES IS INCREASED BY ONE. OCCUPANTS 1.06 201 EXAM n _ _ _ _ 506.3 WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN APPROVED AUTOMA C EXITS REQ 1 OCCUPANCY B `j (- -' -' �" - -1 r - - I 'v^CIETY SPRINKLER SYSTEM, THE BUILDING AREA LIMIT IN TABLE 503 IS PERMITTED TO By AREA 108 O6 1 SFE 1 1 HANNAH 3 INCREASED BY AN ADDITIONAL 2009' FOR BUILDINGS W17H MORE THAN ONE STORY AP(7VE ® I 1 GRADE PLANE AND AN ADD177ONAL 3009. FOR BUILDINGS WITH NO MORE THAN ONE S ORY LOAD 100 I ! 1 I j 1 ABOVE GRADE PLANE21 EXAM OCCUPANTS 1.08 j I j ® I IWASHIN N EXI TS REQ 1 WOMEN �' I a OCCUPANCY 8 FM I I ( I 1 1 508.3 NONSEPARATED OCCUPANCY SHALL BE APPLIED FOR THIS PROJECTAREA 108 05 i I 1 508.3.3 NO SEPARATION IS REQUIRED BETWEEN NONSEPARATED OCCUPANCIES. LOAD 100 1 OCCUPANTS 1.08 ENS ' / I j 1 602.3 TYPE Ill CONSTRUC77ON 1S THAT TYPE OF CONSTRUC77ON IN WHICH THE EXTERIOR EXITS REQ 1 030 PHARMACY 04 I 1 WALLS ARE OF NONCOMBUSTIBLE MATERIALS AND THE INTERIOR BUILDING ELEMENTS ARE OF OCCUPANCY 8 I I j �- - - - r - - -�- - -�- - - -t- - -�- - -i SITE ADDRESS oFE I ANY MATERIALS PERMITTED BY CODE. AREA 88 t REQUIREMENTS 8Y OCCUPANCY I 1 TABLE 803.9 INTERIOR WALL AND CEILING FINISH RE LOAD t00 Q OCCUPANTS o.e8 r" I t � 1 10164 SW WASHINGTON ROOMS AND ENCLOSED SPACa (2ERLNUERED) I I I ® rj • GROUP 8: C EXITS REQ 1 I / I J I I n + SQUARE RD. *805 - - - - - ' -17GARD, OR 97223 • GROUP S. C I 1 u CORRIDORS (SPRINKLE ED) I • GROUP 8: C221 AM __ I I SHEET NAME • GROUP S. C OCCUPANCYB 1 I 1 II n I i � T CLASS C. FLAME SPREAD INDEX 76-200; SMOKE-DEVELOPED INDEX 0-450 AREA 108 i L J , FIRST do SECOND FLOOR 808.1.1.1 SUSPENDED ACOUSTICAL CEILING SYSTEMS SHALL BE INSTALLED IN ACCORDANCELOAD 100 OCCUPANTS 1.08 _j ____ __ II i EGRESS PLANS & F/L/S il WITH THE PROVISIONS OF ASTM C 635 & ASTM C 636. EXITS REQ 1 - j ( '� -`- 8c PARTIAL CGDE STUDY 3 (F) TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS O 1 • MIN. RATED SINGLE EX77NGUISHER: 2-A I 1 • MAX. FLOOR AREA PER UNIT OF A: 1,500 SF FLOOR AREA FOR EXTINGUISHER: 11,250 SF T I REVIaSION - - - - � • FE 1 MAXX. 1 • MAX. TRAVEL DISTANCE TO EXTINGUISHER: 75 FT I b ♦ m (D O12/13/12 ISSUED FOR PERMIT T TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT uI FIRST FLOOR _ • OFFICE: 4,083 SF, 1 PER EVERY 100 SF = 40.83 OCCUPANTS 01 RECEP77ON 1 021 WA17ING 231 TREATMENT 331 GROOMING 301 KENNEL 311 KENNEL 321 KENNEL 291 KENNEL 24 ISOLATION 351 WAREHOUSE Q • WAITING: 693 SF, 1 PER EVERY 15 SF = 46.20 OCCUPANTS OCCUPANCY B OCCUPANCY 8 OCCUPANCY B OCCUPANCY B OCCUPANCY S-1 OCCUPANCY S-1 OCCUPANCY S-1 OCCUPANCY S-1 OCCUPANCY B OCCUPANCY S-1 • ?RAINING. 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 Q • STORAGE. 1,898 SF, 1 PER EVERY 300 SF = 6.32 OCCUPANTS is WAREHOUSE: J-7-59 SF 1 PER EVERY 500 SF = 7,51 OCCUPANTS LOAD 100 LOAD 15 LOAD 100 LOAD 100 LOAD 300 LOAD 300 LOAD 300 LOAD 300; LOAD 100 LOAD 500 Q TOTAL OCC.: 149.86 OCCUPANTS OCCUPANTS 2.03 OCCUPANTS 46.20 OCCUPANTS 14.53 OCCUPANTS 4.46 OCCUPANTS 0.57 OCCUPANTS 0.36 OCCUPANTS 1.40 OCCUPANTS 0.60 OCCUPANTS 0.88 OCCUPANTS 3.65 SECOND FLOOR EXI TS REQ 1 EXITS REQ 1 EXITS REQ 1 EXITS REQ 1 EXI TS REQ 1 EXITS REQ 1 EX17S REQ 1 EXl TS REQ 1 , EX17S REQ 1 EXITS REQ 1 Q • OFFICE: 808 SF, 1 PER EVERY 100 SF = 8.08 OCCUPANTS • STORAGE,• 71 SF 1 PER EVERY 300 SF = 0-23 OCCUPANTS TABLE 29-A MINIMUM PLUMBING FIXTURES NORTH ISSUE DATE DECENB� 13� 2WTOTAL 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 ALL 71MES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. . WAI77NG (GROUP A): 693 SF = 23.10 / 2 = 11.55 PER SEX a DRAWING FILE 12-W x1.DWG FOOT- THE OF EGRESS • TRAINING (CROUPAl 735 SF = 24.50 j 2 = 12.30 PER SEX SCALE: i/8 = i -0 ECANDLEATSON THE WALKING SURFACE. LEVEL SHALL NOT BE LESS THAN 1 1 MALE WC & LAV. 1 FEMALE WC & LAV. PROJECT NUMBER 12-0 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 WOUP S)• 3,759 SF = 0.75 / 2 = 0,37 PER SEX -- SHWT 3 THROUGHOUT WITH AN AUTOMA71C SPRINKLER SYSTEM. 1 MALE WC & LAV. 1 FEMALE WC & LAV. AREA REQUIRING EMERGENCY EGRESS ILLUM1NA770N 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. • OCCUPANCY B = 300' WITH SPRINKLER SYSTEM EXISTING WALL MOUNTED EXIT SIGN W/ BATTERY BACKUP, VERIFY PROPER OPERATION NEW ADA COMPLIANT MEN'S RESTROOM: 1 WC, 1 LAV. I� WALL MOUNTED EXIT SIGN W/ BATTERY BACKUP OF 12 SHffi7S 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. PROVIDED THAT THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMA77C SPRINKLER NEW GENERAL UNISEX RES7ROOM: 1 WC, 1 LAV WALL MOUNTED DIRECTIONAL EXIT SIGN W/ BATTERY BACKUP SYSTEM. SFE NEW FIRE EXTINGUISHER SHALL BE MIN. 2-A 10 B-C " JAN 0 9 2013 ` TIGAW J F G H J K ; (VISION 9'-2" 9'-2" 30'-0,, TYP. 7'-0" OFFICE OFFICE r 44 43 ON 8 \ Q 11 \ Q o 1�- ELECT. 1 5'-4 3 j4» 26 1 � A M3 o 00 29'-10 318» 23'-2" Q - STORAGE TRASH » I \ o0 F39 26 4:A-7 o STORAGE STORAGE 9 _ 3 \ 39 40 d STORAG 150-51' 12 13 4 /4 N SYMONS ENGIN -HI CONSULTANTS, INC. 45 OPEN i� 8 5'-0» Q o 9'--2" g'_ " OFFICE .I o 10'-2 314„ CLR. Ffl 12805 s.e. foster road BREAK » o a ortland, or on 97236 ROOM co 5 4 314 I p 42 6 �, phone 503 7601353 OFFICE 7, 2 facsimile 503 7621962 11 JANITOR ° o DN3 R © Q - TRAINING WAREHOUSE 38 co F)O 14 34 fLLco NORTH OFFICE d 5'-9 3 8" Q W037NS 26 1 D - Q / SECOND FLOOR PLAN _ = » �G 091 11'-4 314" 8'-4 3/4" 15'-4 31400 1 © 7 3$-8 3/8 c7 0 0 � � ts,os� � q SCALE: 1/$" = 1`-0" 0 1 a corp 20 0 ti I LOS _' 12 28 MENS Dan Symo O G�Y209- 5 OFFICE d 01/08/13 q e4ian � EXAM C �., 09 ' I 1 16 SURGERY _ 36 ti KEYNOTES 17 25 \ ® m 3 a RENEWS 6/30/14 � Q � � o Q ALL INTERIOR DIMENSIONS ARE TAKEN TO CENTER OF WALL. Q JO RESTROOM I 7R-O)" 4 15 `j ° CLIENT ELECTRIC FIREPLACE, SEE 41AS & 2/S1. \ G LO 1 COMP o OFFICE A 5,_01. Q Q RM 27 21 i Q LLC THE ACCESSIBLE POR170N OF THE SERVICE COUNTER SHALL 8E NOT LESS THAN 36 LONG & F 08 X-RAY CLR. o O4LNOT MORE THAN 36" A.F.F. Q, 18 19 ———— L— — o *020 Y O.VD NEW FLOOR DRAIN PER PLAN. Q 3'-2 318 4'-6" 4'-6" N V WA 9 O INSTALL NEW MOP SINK. Q ¢ 10 12'-2" 10'-2 318 20'-8 314" 360-448-M� • OFFICE <�> VERIFY (E) WALL STUDS ARE FRAMED SO THAT (E) COLUMN WRAP WILL BE FLUSH W1 NEW GYP. "i' 07 EXAM t� Q O7 PROVIDE HOT & COLD HOSE BIB PER PLAN. �j 19 I ►� 9 ?1 CLEAN/LAUN. m PROJECT 6 28 4 o , » PROVIDE TRENCH DRAIN PER PLAN. EXAMI 2D , oo }.. 4'-5 718" 29 NHANNAH SOCIETY O CUSTOM BUILT CABINET FRONT. 06 o Q 1 ® ?8 I \ TREATMENT v Ln 6'-11 314' 1 Q 10 23 "rte ® ISO. C I a, WAREHOUSEWASHIN N 0%jRm y WOMEN'S c j ? 24 0� I 35 4 314" 6 314.. -^ 05 d t0 a, v 15 v I ds 30 MEN'S PORTABLE Oil M 04 o EXAM ,,) �j� ?6 KENNEL 7'-8 1 KENNEL, TYP. 518" GYP. (E) 518" GYP. �j 4 21 I h 4 -6 3/8 29 917E ADDRESS o r� 16 ti GYP. 1 ——— EXAM i N 5'-5 1/2" c 10164 SW WASHINGTON _ R-2? KRAFT 7 `� A4 Q _I 20 -9 3/8 KENNEL7 SOUARE RD. #1905 FACED BATT INSUL. A4 `n I H03 0 3D ° 4 io '¢ MCARD! OR 97223 NO INSUL. AT PHARMACY WALL °' I Q Q 10 11 1 1 4 KENNEL N (I 3'-2 318" ,_ ,. �, .. __ O 31 SHEET NAME 3.5CS1.625xO35-20GA (E) 5.5CS1.625xO35-20GA 41-0 3/8 on �,,.5=0 I 51-91'_ 4 -6 II STUDS ® 24" O.C. STUDS 0 16" 0.C. CLR. 4'-6 518" v 15 Ii L ' 15 OII FIRST&SECOND FLOOR CEP ON WAITING c° 5'-9 1/8" '-5 1/2" PLANS&WALL TYPES 0? 2 �- d- � I 3 02 o I GROOMING D NON-BEARING NON-BEARING Q 33 7 KENNEL II TYPE 'ff B o 32 TYPEW in 14 u� � C '� " _ " - " _ " �. REVISION SCALE: 1 1/2 - 1 -0 SCALE: 1 1/2 - 1 -0 (a) aFriI i TYP. WALL +_ !� d` �`- i� 11 ® 6 Q 12/13/12 ISSUED FOR PERMIT TYPE U.N.O. 0 -1 26'-1" 118/13 REVISED PER MACERI CH t� Q COMMENTS KENNEL & KENNEL 5 6 �j 6 ISOLA NORTH 6 1/4" RM SIDE N � SDE (E) WALL (E) STOREFRONT (E) STOREFRONT 4 3/4 » _ s m. FIRST FLOORPLAN A 1" GAP SCALE. 1/8" = V-0" 518" GYP. 5/8" GYP. 518" GYP. 5/8" GYP. 518" GYP. ' S 718" HAT CHANNEL t 718" HAT CHANNEL 7/8" HAT CHANNEL y ; " WALL LEGEND ISSUE DATE JAIVl114iY 8� 2013 c� 24" 0.C. 24" 0.C. 0 24 0.C R-13 KRAFT 5/8 21b LEAD PERPENDICULAR TO _ PERPENDICULAR TO PERPENDICULAR TO FACED BATT LINED GYP. X-RAY i STUDS ` STUDS INSUL. ROOM SIDE ONLY, (E) WALL TO REMAIN DRAWING FILE IL� xlDWG (E) STUDS 7 MIN. HT. R-13 KRAFT FACED 177 7 7 7 777= NEW WALL FRP UP TO BATT INSUL. STUDS ® 24" O.C. 1 O NEW HALF WALL 0 4'-4" A.F.F. PROJECT NUMBER 12-30 8** HIGH Z 3.5CS1.625x035-20GA 3.5CS1.625x035-20GA 3.5CS1.625xO35-20GA ' STUDS ® 24" O.C. STUDS 0 24" O.C. ?/2" PLY. SHEATHING PAINTED STUDS ® 24" O.C. LIGHT BLUE TO MATCH (E) 4 1" GAP EXTERIOR STOREFRONT PANELS. j NO PLY. SHEATHING AT SIM. Ird I 1.1 Ell I CONDITION NON-BEARING NON-BEARING NON-BEARING NON-BEARING NON-BEARING OF 12 TYPE 'C' TYPED' TYPES TYPEF TYPE 'a SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" - SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = V-0" 12 SCALE: 1 1/2" = 1'-0" hitl 112tu JAN 0 9 2013 V N I 1" MIN. GAP AT TIGARD TOP OF WALL I3DI DIVISION 5" MIN. ; )` 1'-7" MAX. ADA i m I COMPLIANT o0 FOUNTAIN ______--__ I EC ED o l WOMEN'S I 1 8" �` k � A(R FLOW 013 �\ r RESTROOM - t--1-- MIN. tiZE IGARD �\ `_ G DIVISION Q) . ,� ADA SIGN, AREA�1 I �o� 1 X SEE DETAIL 2 WqMEN p MEN CLEAR A 10 ,x to 1 GRADE HBRAILLE, `�-- N KENNEL SYMONS ENGINEERING 1 CHARACTER HEIGHT 1" RAISED 1132" MIN. z CONSULTANTS, INC. L------- 1----- _ 1 r-------------1 NOTE: j o j LIGHT CHARACTERS AND SYMBOLS STOP GYP., tNSUL. rip 001 ON A DARK BACKGROUND. �� �) 6" MAX & PLY. SHEATHING KENNEL � 12805 s.e. foster road ° Mi KENNE SHORT TOEAL ow portland, oregon 97236 I 1 ADA SK34 DETAIL ADA DRINKING FOUNTAIN FOR VEN77LATr0N phone 503 7601353 L------- �r� r------- 1--- -- - ---- 2 " - n �aao+ " = V-0" °d°� PROVIDE (3) VENTS IN KENNEL facsimile 5W 7621962 I � SCALE: 3 - 1 -0 SCALE: 1 PROVIDE BACKER BLOCKING KENNEL BASE FOR !. C I FOR GRAB BARS, TYP. VENTILATION _ �� X, { Am " i !M MEN'S �� ADA SIGN, VARIES PROWDE ^-- ? RESTROOM j SEE DETAIL 2 4'-6" MIN. NSULA71ON OR TOILET SEAT 3'-6" MIN. AL� DE BACKING AT­I1 COVER AROUND WALL MOUNTED HOT WATER & SFO PROS` COVER DISPENSER 3'-3" MIN. ADA APPROVED WASTE PIPES PA"AL WALL SEC11ON S� N ----------_- I j 3'-5" MAX. GRAB BARS, TYP. WO SOAP 5 ' " �+ s.os1 ______- _ I ,. w DISPENSER ADA COMPLIANT SCALE: 1/2 = 1 -0 1 3 -0 MIN. r MIRROR _-- ml 1 PAPER LAVATORY W/ / o�Ecor� X / LEVER OPERATED o �� x] �/ TOWELS FAUCETS & BACK Dan Sy or� y 12 SPLASH 1'-5" MIN. ojioa/is 'c 2'-0 12 MIN. MIN. MAX. E. S X 1'-7" MAX. �. ¢ x x RENEWS 6/30/141 6'-6" FIN. DIM. k -� TOILET PAPER Z '� x ¢ X ¢ � ¢ o DISPENSE � o I I IMqIN. \ ? CLIENT a0 rt "' to i d' o I °' o I `� JCLEAR AREA �n AIR FLOW NOTE: 1) SEE DETAIL 4 & 5 FOR ADA MOUNTING HEIGHTS "� "' w w HA~A LLC 2) WHITE FRP UP TO 4 ON WALLS W/ 6 RUBBER-COVE (SMOOTH, HARD, NON I ABSORBENT SURFACE MATERIALS ON WALL PER OWNERS SELECTION) 7" MIN _ 10� y O.V L x 6 MAX. v WA 93 U T ! 9 MAX. z 4) PROVIDE SCHLUTER-KERDI WATERPROOF MEMBRANE OR APPROVED EQUAL UNDER 1'-4" MIN. FLOORING & 4" MIN. UP SURROUNDING WALLS ;n 1'-6" MAX. �,� o 3W-248"023 < < I '- TOILET ACCESSORIES ENLARGED RESTROOM PLAN 2" MOUNTING HEIGHTS 1 SCALE: 1 = V-0" 4 2' _ " PROJECT / SCALE: 1/� - 1 -0 1NSUL. SHALL BE ABOVE SOFFIT VENT FOR PROPER AIR FLOW PROVIDE CONT. SOFFIT HANNAH SOCIETY VENT ABOVE 6" RUBBER-COVE BASE FOR VEN71LA71GN'� SORG TOO 11 PAR11AL WALL SECTION 6 SCALE: 1/2" = V-0" SITE ADDRESS 10164 SW WASHINGTON SQUARE RD. 01905 TIGARD, OR 97223 SHEET NAME ENLARGED REEsTROOM PLAN, SECTION & ADA DETAILS REVISION A12113112 ISSUED FOR PERMIT (E) DEMISING WALL (2) LAYERS OF 518" GYP. APPLIED TO A 1/8113 REVISED PER MACERICH CEILING IN ROOMS TO GET SOUNDPROOFED, COMMENTS TYP. 1N KENNEL ROOMS & ISOLA TION ROOM R-38 BATT INSUL., TYP. EXTEND WALL UP 12" ABOVE ALL KENNEL Q ABOVE CEILING HT, TYP. ROOMS & ISOLATION ROOM SUSPENDED CEILING, SEE 1/A9 ISSUE DATE JANUARY 2013 O12-W 4 KENNEL WAREHOUSE DRAWING FILE .., x1DWG PHARMACY HALL I EXAM � TREATMENT i KENNEL KENNEL PROJECT NUMBER 12-30 sFEfl' 5 7 PARTIAL SEC11ON of 12 SHEM SCALE: 1/4!' = V-0" i DOOR SCHEDULEuj -� < < 3 Q Q Q w 24"x36"cr , o ``' LOCK t" °'v TEMPERED GLASS DOOR SIZEo ¢ Q ¢ - o� �� SCHEME NOTE: 4X24 TEMPERED GLASS 1 - 3'-3" x T-0" ALUM ALUM -- - - (E) AUTOMATIC SLIDING STOREFRONT, PROVIDE SIGN STATING. "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" < Q B 3'-0" x 7'-O" x 1 3/4" WD MTL PRIVACY - 6 3/4" POCKET DOOR B 3'-0" x 7'-0" x 1 314' WD MR CLASSROOM - 4 3/4" A 3'-0" x 7'-0" x 1 314" WD MTL PRIVACY YES 4 3/4" W1 OCCUPIED/UNOCCUPIED INDICATOR THUMB LOCK r A 2'-6" x 7'-0" x 1 314" WD MR CLASSROOM YES 4 3/4" A 3'-0" x 7'-0" x 1 3/4" WD MR PRIVACY - 4 314" If � B 3'-0" x 7'_0" x 1 3/4" WD MTL PASSAGE - 4 3/4" A B C SYMONS ENGINEERING B 3'-0" x T-0" x 1 3/4" WD MTL ENTRY - 4 3/4" W/ 2_'-11"x3'-o" S.S. PANEL ON EXAM ROOM SIDE QQQR TYPES CONSULTANTS, INC. A X-0" x 7'-0" x 1 3/4" WD I MTL ENTRY - 4 3/4" k. ?0 B 3'-0" x 7'-0" x 1 3/4" WD MTL PASSAGE YES 4 314" W/ 2'-11"x3'-O" 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 4 314" portland, !ore-gon 97236 2' 12 A -6" x T-0" x 1 3/4" WD MTL PRIVACY - 4 3/4" W/ OCCUPIED/UNOCCUPIED INDICATOR THUMB LOCK phone SUV VO 1&%' 13 C 3'-0" x T_0" x 1 3/4" WD MTL ENTRY - 4 3p/4" _ Cs�m� a �wV 762 tav2 ` 14 C 3'-0" x T-0" x 1 3/4" WD MTL PRIVACY YES 4 3/4fa1 " 15 B 3'-0" x 7'-0" x 1 314" WD MR PASSAGE - 6 114- Q6) f4"16 B 3'--0" x T-0" x 1 314" WD MR PASSAGE - 4 3/4" 17 B 3'-0" x T-0" x 1 3/4" WD MTL PRIVACY - 6 1/4" __. 18 C 3'-0" x 7'-0" x 1 314" WD MR PASSAGE -- 6 114" .����-D OFA ' 19 A 3'-O" x T-0" x ? 3/4" WD MR ENTRY - 4 3/4" �S G IN y L 20 A 3'-0" x 7'-0" x 1 314" WD MTL PASSAGE - 4 314" 21 A 2 10 x 7-0 x 1 3/4 WD MR CLASSROOM - 4 314 ppp GON 1.. " J " „ " `� OREGON - �G ti Dan Sy ns �: 22 A 3'-0" x T-0" x 1 314" WD MTL CLASSROOM - 4 3/4" �)1��� 12/12/12 qy C } 23 A 3'-0" x 7=-0" x ? 3/4" WD MR PASSAGE YES 4 3/4" E, S ` 24 B 6=-O x 7'-0" x 1 3/4" WD MTL PASSAGE YES VERIFY 25 -- 3'-0" x 7'-0" x 1 314" MR MTL - YES (E) DOOR RENEWS 6/30=1 26 - 12-0 x 12'-0" STEEL STEEL - - - (E) OHD DUE NT 27 - 3'-D" x 7'-0" x 1 3/4" MTL MR - YES - (E) DOOR W/ ALARM BAR/EXIT DEVICE 28 - 3'-0" x 7'-0" x 1 3/4" MR MR PASSAGE YES VERIFY REPOSITION HINGES ON (E) DOOR & REUSE IF POSSIBLE. IF UNABLE TO REUSE, PROVIDE NEW DOOR AS SPECIFIEDLLC29 B 3'-0" x T-0" x 1 3/4" WD MR PASSAGE YES 4 3/4" HANNAH', 3DB 3'-D" x T-0" x 1 3/4" WD MTL PASSAGE YES 6 114" 16820 Y BLVD _ V WA 9®683 '� GENFR � NOTEs� -ALL DOORS SHALL BE SOLID CORE W1 BIRCH STAIN GRADE -DOORLC OSURE FINISHES SHALL MATCH HARDWARE FINISHES 360-448-M —ALL DOORS SHALL BE PROVIDED W/ ADA LEVERS —ALL INTERIOR DOORS SHALL BE GASKETED F —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 RM AGE ROOM FINISH SCHEDULE WINDOW SCHEDULE HANNAH SOCIETY NO. WINDOW SIZE SILL HT. SAFETY REMARKS �r AREA TITLE FLOOR BASE WALLS CEILING REMARKS GLAZING Z SUBSTRATE It! FINISH � 1 ALL BASE TRIM SHALL BE 1x5 & PAINTED PEPPER SPICE COLOR ) 4'-0" x 3'-6" 3'-6" - W1 TIMELY WINDOW FRAME WASHIN Ru r o o c� o 0 1. GYPSUM BOARD 1. PAINT � ) Q o � v v W 2) ALL PAINT COLORS SHALL BE SHERN9N-WlLLIAMS o z a o 2. (E) STOREFRONT 2. 4 FRP 3) HARDWOOD LAMINATE FLOORING SHALL BE KARDEAN NC01 DAWN OAK Q2 4'-0" x 3=-6` 3'-6" YES W1 77MELY WINDOW FRAME z o 0 m 3 (E) CMU 3. 41 WAINSCOTT W �v p 4) CONCRETE STAIN SHALL BE OWNER SELECTED k oR 4. CEMENT BOARD 4. EXIS77NG oo o Q 5) RUBBER COVE SHALL MATCH MALL 205 CLINIC TOO Ti Wa = W 3 1*c1v (0 cc w NORTH EAST SOUTH WEST voi¢ W vii 000 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 SPIC SITE ADDRESS 01 RECEPTION ) 113 2 4 1 113 MUSHROOM CAP PAINT COLOR 02 WAITING1 1 3 1 1 3 2 4 MUSHROOM CAP PAINT COLOR 9 10164 SW WASHINGTON L 03 PHARMACYx x1 ? 1 1 1 1 1 1MUSHROOM CAP PAINT COLOR 05 04 MENS 1 1 2 1 1 2 1 1 2 1 112 MUSHROOM CAP PAINT COLOR St`�UARE RD. AFB 05 WOMEN'S x 1 112 1 1 2 1 112 7 112 MUSHROOM CAP PAINT COLOR -nGARD, OR 97223 06 JANITOR x 1 ,1A 112 ? 4 1 2 1 1 1 J >< MUSHROOM CAP PAINT COLOR 07 OFFICE 1 1 1 1 ? 1 ? 1 3 MUSHROOM CAP PAINT COLOR _ OFFICE SHEET NAME r� 09 OFFICE 1 J 1 1 1 1 1 1 3 MUSHROOM CAP PAINT COLOR } 1 1 1 1 1 1 1 113 1 MUSHROOM CAP PAINT COLOR 10 OFFICE 1 1 1 1 1 1 1 1/3 >< IMUSHROOM CAP PAINT COLOR SCHEDULES 17 OFFICE 1 1 1 ? 1 1 1 1 3 MUSHROOM CAP PAINT COLOR 12 STORAGE x1 1 1 ) 1 1 1 1 >< MUSHROOM CAP PAINT COLOR 13 STORAGE ? 1 1 1 1 1 1 ? >< MUSHROOM CAP PAINT COLOR 14 TRAINING 1 1 ? ? 1 1 1 1 MUSHROOM CAP PAINT COLOR. MACHINE EYEBOLT, LIFT W1- SHOULDER, 31 8x1 1/4- SHANK t W LOCKNUT & WASHER 6 112" A.F.F. 0 8' O.C. AT PERIMETER 15 RESTROOM 1 i 1 1 1 1 1 1 MUSHROOM CAP PAINT COLOR 16 CLOSET ? 1 1 1 1 1 1 1 MUSHROOM CAP PAINT COLOR 17 EXAM X >< ? 1 1 1 1 113 1 11,33 MUSHROOM CAP PAINT COLOR REVISION s 18 X-RAY 1 1 1 1 1 1 1 ) WHITE PAINT COLOR A12113112 ISSUED FOR PERMIT 19 EXAM 1 113 1 1 ? 1 1 1/3 MUSHROOM CAP PAINT COLOR 20 EXAM x 1 1 1 1 1 l73_ 1 1/3 >< MUSHROOM CAP PAINT COLOR 21 EXAM 1 1 3 1 i ) 1 1 113 >< MUSHROOM CAP PAINT COLOR 22 EXAM 1 ? 1 1 1 1 3 1 113 MUSHROOM CAP PAINT COLOR 23 TREATMENT Xi 1 1 1 1 1 1 1 — DOVER WH17E PAINT COLOR 24 ISOLATION x >< 1 1 1 1 1 1 1 1 �E— DOVER WHITE PAINT COLOR Q 25 SURGERY X 1 1 1 ) 1 1 ? 1I>< DOVER WH17E PAINT COLOR 26 ELECTRICAL ROOM x >< I MUSHROOM CAP PAINT COLOR Q t 27 COMPUTER ROOM 1 ) 1 ? 1 1 1 ) I MUSHROOM CAP PAINT COLOR 28 1 CLEANING AUNDRY 1 114 1 2 1 1 1 1 1 1 MUSHROOM CAP PAINT COLOR a 29 KENNEL 1 1 1 1 1 ) 1 1 MUSHROOM CAP PAINT COLOR 30 KENNEL >< 1 1 ) 1 1 1 1 1 31 KENNEL MUSHROOM CAP PAINT COLOR 1 ) 1 ) 1 1 1 1 ISSUE DATEMUSHROOM CAP PAINT COLOR G'�AB'ER 13, 2012 32 KENNEL 1 1 1 ? ? ) 1 1 MUSHROOM CAP PAINT COLOR, 8' FRP AROUND KENNELS 33 GROOMING x 114 112 1 4 1 2 2 4 ? J >< DOVER WHITE PAINT COLOR DRAWING FILE 12-30,...E I DWG ' 34 WAREHOUSE 1 1 1 1 1 1 1 1 MUSHROOM CAP PAINT COLOR, REMOVE E VCT & CLEAN FLOOR 35 WAREHOUSE >< 1 ) 213 4 2 4 1 1 REPAINT AS DIRECTED 36 MEN'S RESTROOM x 1 1 1 1 1 >< REPAINT AS DIRECTED PROJECT NUMBER 1230 37 WOMEN'S RESTROOM 1 1 1 1 ? 1 1 1 REPAINT AS DIRECTED 38 JANITOR ? 1 1 1 1 1 1 1 REPAINT AS DIRECTED 39 STORAGE 1 1 1 1 1 ? 1 1 REPAINT AS DIRECTED II.1 40 TRASH x 3 4 3 4 3 4 3 4 REPAINT AS DIRECTED 41 OPEN OFFICE 1 1 1 1 ? 1 1 1 42 BREAK ROOM REPAINT AS DIRECTED 1 1 ) 1 ) 1 1 1REPAINT AS DIRECTED T 43 OFFICE 1 1 1 1 1 1 1 1 REPAINT AS DIRECTED 44 OFFICE 1 1 1 1 ? 1 1 1 REPAINT AS DIRECTED GF 45 STORAGE 1 1 1 1 1 1 1 1 REPAINT AS DIRECTED . -ALL INTERIOR WALL & CEILING F7NISHE.S SikLL' S CZA"SS_ C." FLAME SPREAD 76-200, SMOKE DEVELOPED 0-450 ANS E F G H , IN I I I I \ I 1 A A SYMONS ENGINEERING CONSULTANTS, INC. I N 12805 s.e. foster road A portiand, oregon 97236 _ phone 543 7601353 A 2 facsimile 543 7621962 —I , N I I N 1 \ C ry 16,091 9 - © ��-�•-- �d—R=EGON Dan Sym s� GCy� 1g�ry'\ 01/08/13 '9� S`A�`` Q59an AI N A _ e A ® ® ® - ^^ ® 3 RENEWS 6/30/14 CLIENT lei HANNAH A LLC OP770NAL EMERGENCY : IN20 Y BLVD EGRESS LIGHT VANCOUV 1% WA FIXTURE, W TENANT 1 EI FY DSIRED IN 360o-44&-2023 774ESE SPACES A A D m 4 PROJECT El f A A - HANNAH SOCIETY A B �.. : . .. I WASHIN N SQRv 11 nn El TOO 11 A ir-.-i : ' ►-- ,• . : �' � SITE ADDRESS 10164 SW WASHINGT0N _. , .. m 5 MIA : : SQUARE RD. #1305 _: .L . a 11GARD, OR 97223 SHEET NAME HT. 7RANSITTON .. 1 • • •�� ° FtRS'i' FLOOR CEILING 71LES INN L _ REFLECTED CEILING RECEP770N & WA1 TING B A ROOM SHALL BE 24 x24" SECOND LOOK REVISION I Lu Im 5 A12113112 ISSUED FOR PERMIT FIREPLACE Q 1/8/13 REVISED PER MACERICH ACOMMENTS, HVAC COORD. NORTH FIRST FLOOR p REFLECTED CEILING 1 FnFND REFLECTED CEILING PLAN p E- -{ CEILING MOUNTED LIGHT FIXTURE SCALE: 1/8" = 1'-0" Q '--�—� CEILING MOUNTED SEALED LIGHT FIXTURE ' NEW HARD LID CEILING CEILING TROFFER LIGHT FIXTURE '•'•r•"` ISSUE DATE JANUARY 8, 2013 ® CEILING TROFFER EMERGENCY EGRESS LIGHT FIXTURE W/ 1-HR BACKUP POWER SUPPLY. (E) HARD LID CEILING TO REMAIN DRAWING FILE 12-ti7V.A6DWG LAYOUT & SPACING TO BE DETERMINED BY LIGHTING DESIGNER. EXIS77NG WALL MOUNTED EXIT SIGN W/ BATTERY BACKUP, VERIFY PROPER OPERA770N (E) ACOUS77C CEILING TO REMAIN PROJECT NUMBER 2-W 1.8 WALL MOUNTED EXIT SIGN W/ BATTERY BACKUP 1•®j WALL MOUNTED DIREC770NAL EXIT SIGN W/ BATTERY BACKUP SI-FET 7 SURGERY LIGHT ® 9'-O" CEILING HT D VACUUM PORT ® 10'-0" CEILING HT. ® SUPPLY DIFFUSER O EXISTING 8'-0" CEILING HT. OF 12 SHEETS RETURN GRILL ® OD EXPOSED TO ROOF EXHAUST GRILL K• 11 1 f 1 1 1 [. S 1 1 f 1 t I 1 f ( 1 1 l � ( � t F G H � �- t l 1 t I f l t ( 1 1 l ( f f CASEWORK NOTES I 1. ALL CASEWORK SHALL HAVE A MAPLE FINISH & BE A PARR PRODUCT. 2. RECEP77ON J. TREATMENT & �ISOTLATIONALL ROOMSCSHALAESAL HAVE WILSTONE SONART - WESTERLA SYMONS ENGINEERING HILLS 4874-60 COUN7ERTOPS. 4. ALL OTHER COUNTERTOPS SHALL 8E WILSONART - SANDY TOPAZ CONSULTANTS, INC. 4862-K-07. } 12805 ,9.e. foster road Portland, Oregon 97236 phone 503 7601353 2 facsimile 503 7621962 o C4 '� 16.091 0 0 y OREGON Dan Sy ons vGLY� 1g�� 12/12/12 �? Sign 9N � a ® ® 3 RENEWS 6/30/14 20 CLIENT HANNAJ-f19 A LLC --_ --�-- 16820 Mc.GILLNfiAY BLVD 17 V WA 986360-448-MOPP. 18 360M a '� 1s a 15 a !v1 g Ic OPP. i ® 4 PROJECT 8 AQHIN 13 I 14 10 1 1 `-rte 27 24 2fi I rA%j RE 28 I OPP. 13 40. .......... TOO Ti I 8 � <�� !v/ 9 OPP. I 32 30 29 SITE ADDRESS 22 , 10164 SW WASHINGTON s I ! 9 12 m 5 SQUARE RD. *1305 I � 11 a a 34 9 3 I 'a ° T7 , OR 722 a a � I 33 SHEET NAME __ II C i39 II 38 II INTERIOR ELEVATION a II PLAN 3s U II 0 373s II REVISION I II ® A12113112 ISSUED FOR PERMIT Q NORTH Q IWERIOR ELEVA114N PLANQ, SCALE: 1/8" = V-0" Q z ISSUE DATE DE - —113, 2012 DRAWING FILE 12-3.A6.DWG k PROJECT NUMBER 12-x34 re .89 EET 8 r: OF 12 SHEETS r: ' w OWNER FURNISHED STONE C) ——�� VENEER FRONT & BACK 2,_D» \_._.— » CEILING F 114 MAPLE VENEER ON SIDES CLO. 'Ett: MANTEL ELECTRIC SEE 2 —6 2 —6 2st" —6 LOSI1 —0 1 —0 -X—9 j'—9 2 —9 �,�,Q .__.,_-� THROUGH FIREPLACE . CLOSER ' s Pt.1.8� SECTION P-LAM TOP P-LAM OR PLY. TO P-LAM TOP VERIFY I A /1 I & EDGE MATCH CABINETS 4x4 LEGS, TYP. -�j _ "r N < EDGE & SPLASH L 1' g" 314» CHIP o [ ----- TYP. BOARD 3'-0" -- 7 i 1x TRIM [ o k MIN. [ 0 10 �- r 11 o . .... .� .� \ o / o � I ,< ; _I I OPEN OPEN OPEN N N I I Y 00 OPEN OPEN OPEN i I n VINYL BASE r ----- ' Q o !/ , » , » ! » ! ) » ! „ ,. ! » SYMONS ENGINEERING 12#-O � 1 -0 3 -6 3-0 3 -6 1 -D 12 -0 �jy� 1x5 TRIM PLAN , 9 -0 VERIFY 12 SQR. TILE N ., i �, 9 -9 VERIFY ,.I CONSULTANTS, INC. I RECEP'T'ION RECEPTION RECEPTION FIREPLACE PHARMACY PHARMACY 2 3 ---- 4 5 -- 12805 &e. foster road portland, oregon 97236 (24) SHELVES x - _ phone 503 7601353 13" DEEP, VERIFY 12"x18" PANEL FOR COMP facsimile 503 762 962 2'-4 112" 2'-4 112" 12" ADJUSTABLE SHEL VES ON 2 -0 2 -0 STANDARDS K&V BRACE COUNTER \/ 2=_D== I\/ BETWEEN KENNELS 0 1 /\ \ PROVIDE FRP 9 `0 i L 1'-10" 3'-2" IL N 2'-6" '_6" // 2'-6" POCKET \ AROUND SINK / Ed PROF ..,—_ IL -- -- \ / o \ PANEL o \ / / ,. MOP RACK \ / J7 " " " " >: \ " f, \ / - I I FLIP UP f' 11 11 ' / o �/ 48 x30 48 x3O 48 x30 r p 1 \ 48 x30 OPEN TABLE /`� I [ k' m. f ON WALL I /` KENNEL KENNEL KENNEL "" \ KENNEL alE� \ ►� MOP SINK ►� r \' \ �ti vG » Dan Sym s ZyA 19 9'-9" VERIFY i 11'-0" VERIFY 2 —0 3 —0 12/12/12 �q �`' C �r1 � » � 9'-9" VERIFY � 18A-0" _f d 9 -10 114 VERIFY ...,. .'. _ RENEWS 6/30/14 PHARMACY. EXAM EXAM JANITOR REATMENT TREATMENT.8 9 10 -- 11 12 WENT ---- HA ~A LLC CUSTOM BUILT CABINET DOOR FRONT & l mm M�r'V�.�.I�IIAY EL� ADJUSTABLE SHELVES 1'-0" 2'-6" 2'-6" 2'-6" 2'-6== 2'-6" 2'-6" BRACE COUNTER BRACE COUNTER 0. BETWEEN KENNELS VANCOUVER, WA OM BRACE COUNTER \ BETWEEN KENNELS - M to 3'-0" BETWEEN KENNELS 3"_O» ,4 -D 3,_D» 7 .. �.i N 2'-0" 3'-0== ,l » N N , PROJECT ® ms ® rr �� tr_ 1111.. ff� ffo / \ / oto 0 48"x3O" 48"x30" 48"x3O" r 7 F _ `° o illi. ill ` �' -� 11 � -� 11 � r 11 1 —_. OPEN OPEN .. .....�. -I I V _ I v OPEN OPEN - FOOT PEDAL OPEN ,,,,e a., I 1 I I KENNEL KENNEL KENNEL � • ., ,,- . .- �� '..- � • , r i r- M ! \ r �r � � . OPERATED SINK � �� �. .• � :- �-- i� HANNAH SOCIETY ;'` 8'-1 112" VERIFYz—Q" 6'-0" 4'-4 314" 12'-0" I- 141fi 17 11'-Q" � 14'-0" TREATMENT TREATMENT TREATMENT TREATMENT TREATMENT TREATMENT 13Qfj --•---- 15 18 -- . WASHIN N SORM TOO 11 10'-7 314" VERIFY 10'-7 314" VERIFY -- 9M ADDRESS t 8'-1 314" CLR. to do 8'--1 314" CLR. 30" MONITOR W1 VACUUM STUB TREATMENT I(M SW WASHINGTON WALL FE FURNISHED BRACKEY, C U LIGHT SQUARE RD. #1905 \ 1 \ 1 OWNER AT CERN ABOVE 11CxMD, OR 97223 -*-• 24"x24" � Q: 24"x24" \ l = _= GOOSE NECK " " THROUGH ASS 2'-30_031 SHEET NAME " 2'-3" FAUCET l\ 24 x18" 24"x18" CD o T ` lows ff® (a }RP 0 I BOARD INTERIOR ELEVATIONS / \ 48 x3O" i !v 11 to48"x30" �� 2'-3J, PLM 1: L j ri 2" COVE BASE 4'-0" 4'-0" 4'-6" (2) REMOVABLE SIDE ELEVATION FRONT & BACK CAULK 2» COVE BASE CAULK w GRILL SECTIONS ELEVATION TREATMENT TREATMENT TREATMENTinEATMENT TREATMENT TABLE REVISION 2 �- 22 �� L 12113112 ISSUED FOR PERMIT r —6 r , 8' " VERIFY _, PROVIDE FRP AROUND 7'-6 112" VERIFY 3'-0"x 0-6" TUB IF TUB DOES NOT ADJUSTABLE SHELVES 4'-2" CLR. �" A TUB, VERIFY INCLUDE ENCLOSURE SPRAY HT. A.F.F. 0 C° DJUSTABLE SHELVES 31" COUNTER ! » , 3,-D" 2'--6„ LAUNDRY N » » , » » » 21_6» 2,_611 2,_6„ 2= 6== 24"x24" 4 —Q F-6� 2 —6 CONNECTION BEHIND 6 3 —0 3 —0 6 2 —0 v 2'-6" 2'-6" 2' 6" 2'-6" WASHER TYP. . , TT - .... • .. . • . • ... • "" 24x18" N 6)1 6» ISSUE DATE 13, 2�Di2 487x30" 711 o —•-i -•---- o " o KENNEL �-°- l I �. 2 COVE 48"x30" ' DRAWING RLE 12-M at6.DWG '' ►� ILA BASE Lo L 9'-0" VERIFY 20'-4" VERIFY 10'-0" _I l 10'-0" I CAULK ADJUSTABLE OPEN _ �- -� SHELVES PROJECT NUMBER 12-30 SHELVING 12" ADJUSTABLE SHELVES N ISOLATION LAUNDRY ON K&V STANDARDS LAUNDRY LAUNDRY LAUNDRY KENNEL 9 24 25 ------- 25 27 - 28 --- 29 INTERIOR ELEVAMONS o1F 12 is SCALE: 1/4" = 1'—O" i t „ CLOSER ADJUSTABLE SHELVES i 11- 10'-10 1/2 VERIFY 9'-10 1/2 VERIFY 80-3 3/4„ VERIFY 16 -2 CLR. C° 10'-2” CLR. t° 8'-2” CLR. C° 8'-2" CLR. 8'-2" CLR. CLOSER 24"x24" U 24"x24" 241- 24"x24" 24 x24" ` U U U U 24 x18" 24"x24" 24"x18" 24'x18'° 24 x18" 0 48 x30" 48"X3011 48 x30" 48700" 24"x24" 48"x30" 48'x30" 48"x30" �0 �0 SYMONS ENGINEERING CAULK 2" COVE BASE _ CAULK 2" COVE BASE CAULK 2" COVE BASECAULK 2" COVE BASE CAULK 2" CAVE BASE CONSULTANTS, INC. N cy j__C14 N N KENNEL KENNEL KENNEL KENNEL KENNEL 12805 31 32 -- -- s.e. foster road portland, oregon - 97236 phone 503 7601353 '-0" 0" 2 PROVIDE FRP AROUND ALL ` -6" 11'-3 1/2" VERIFY 2'—6 8'-2" CLR. ADJUSTABLE 12'-2" CLR. facsimile 503 7621962 � 2'- - -` _ CO WALLS SURROUNDED BY 11'-2" CLR. SHELVES TUBS 5'-0 x2'-6" TUB/SHOWER z I / ENCLOSURE, VERIFY M � 36"x24" 24"x24" 24"x24"N SPRAY HT. A.F.F. 4'-0 36"X18" 247x18" 24 x18" 10 16. 91 - — 36"X30" 48"x30" W .E 48 x30" i OREGON 5'-0" 4'-4" Dans ns vL<Y NO 5 -0 VERIFY " 1 til 2/12 Oq �' S C* Sipn t-' —� (3) VENTS IN BASE CAULK 2 COVE BASE CAULK 2 COVE BASE 7C4 � 31 HOT & COLD sP1GOT : � GROOMING GROOMING GROOMING GROOMING KENNEL RENEWS 6/30/14 --- 36 �� 37 ..._._ CLIENT � 8'-2" KA~A LI CLR. � 1020 Y &VD INTERIOR ELEVATIONS vANCa - , WA OM " 360-448-2=� 24 .x24 v SCALE: 1/4" = 1'-0" a 24"x18'-_ Fj •-- PROJECT 48 x30" in CAULK 2" COVE BASE HANNAH SOCIETY 9'-0" VERIFY N 4 M 1WLA110N "°MScanNUm: i 5. COMPRESSION STRUTS SHALL BE ROUND MECHANICAL TUBING SOR. (CARBON STEEL: F=60 KSI) ; TUBING OUTER DIAMETER (12 GA.) LENGTH (FROM MAIN fjo RUNNER TO ROOF) TOO 11 1. ALL BRACING WIRES TO BE ATTACHED PARALLEL TO THE COMPONENT AND AT A 3/4" 0-3 FEES' MAX. OF 45' TO THE PLANE OF CEILING. 1 1/2" 3-6 FEET 2. ALL BRACING WIRES TO BE TAUT & TIED BOTH ENDS WITH A MIN. OF (3) TURNS 2" 6-10 FEET 917E ADDRESS (O.SA. REQUIRES 3 TURNS 1N 1-1/2" OF RUN ON SCHOOLS & HOSPITALS) 2 1/2" 10-15 FEET 3. RING NAILS SHALL BE INSTALLED AT ALL COMPONENT INTERSECONS WITH THE 10164 SW WASHINGTON HORIZONTAL 4. THE HORIZONTAL STRUT SHALLUT AT CHED WALLS.RUN CON77NOOUS AT ALL PERIMETERS NOT POP THE T BAR MAIN RUNNSHALL BE ERED W/A3 X12 SHEET METAL SCREWS E ENDS & CONNECTED TO SQUARE RD. #B05 RIVITED TO THE WALL ANGLE. ( ) # AND TO THE STRUCTURAL WOOD JOIST ABOVE W/ (3) #12 WOOD TIGARD, OR 97223 SCREWS OTHER CONNEC77ONS ARE ACCEPTABLE BUT SHALL GRID MUST BE ATTACHED TO TWO ADJACENT WALLS - FIRST BE SUBMITTED TO THE BUILDING DEPARTMENT FOR REVIEW. OPPOS17E WALLS MUST HAVE A 3/4" CLEARANCE WHERE COMPRESSION STRUT IS NOT DIRECTLY BENEATH SHEET NAME TTP. 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 PERIMETER MA WALL HORIZONTAL STRUT AT MA, 3/4„ 14 BLDG STRUCTURE INTERIOR ELEVATIONS BERC2 CLIPUNATTACHED WALL (NOTE 4) i MAINff!iRIVETS FLA TTEN TUBE AND FASTEN W/ OR " o (3) #12 WOOD SCREWS o POP 1 1/4 WALL ANGLE �, COMPRESSION STRUT REQ'D IN ROOMS ACOUSTICAL BOARD WALL NO. 12 GA SPLAY � OVER 1,000 SF, SEE NOTES FOR SIZE REVISION ? 1/4" WALL ANGLE 1/8" POP RIVET PROVIDE SPACE AT WIRE EACH N PLANE L RE- AT ALL MEMBERS ALL MEMBERS AT ��., FLATTEN TUBE AND FASTEN W/ 12/13/12 ISSUED FOR PERMIT ONE WALL OPPOSING WALL VERT ANGLE APPROX Q 45 �5. (3) 112 SHEET METAL SCREWS 45' ALL WIRES § Q SECURED TO CROSS RUNNER 12 GA HANGER WIRE RUNNERS APPROX 2" -- TYPICAL 4'-0" O.C. FROM INTERSECTION. MAX 6' TO WALL VERT. COMPRESSION STRUT " , ter. MAX 12 O.C. EACH WA? IN k� �s. CEIUPQ suPPORT' brRur D _ o NO SCALE MAIN RUNNER Q ° CEILING AREAS OVER 144 S.F. SHALL HAVE 4 WAY SPLAY 4'-0" O.C. BRACING PER DETAIL ABOVE WIRES TO BE TAUT AND YET ISSUE_ DATE DECD 1% 2012 NOT CAUSE CEILING UPLIF7. 12 GAUGE SPLAYED BRACING o SUSPENSION WIRES AT (NOTE 1 & 2) FT O.C. HEAVY DUTY,SYSTEM R APPROVED BE Q ARMSTRONG& COMPLY WITH CURRENT 1 DRAWING FILE 12-M 6.DWG IBC, ASTM C 635, & ASTM C 636. CROSS TEE C COUNTERSLOPE MAIN HANGER WIRES IF MORE THAN 1:6 PROJECT NUMBER 12-30 OUT OF PLUMB C TYPICAL WEIGHTS: LIGHT FIXTURES 30# DIFFUSERS -- 1511 10 EXIT SIGNS - 5# PROVIDE 'TRAPEZE' AT DUCTWORK & OTHER LARGE OBSTRUCTIONS 1 8E18M11C;6' CE1L1NG DETAIL of 12 SI-IEETs SCALE: N.T.S. cam „ , F G H J K r , 1 �. (3) 200 AMP s- ; OFFICE OFFICE PANELS \ ' 44 2 26NEW ELECTRICAL ROOM STORAGE TRASH STORAGE STORAGE 39 40 sroRAc ® ® 12 ® ® 13 ® SYMONS ENGINEERING 45 OPEN CONSULTANTS, INC. OFFICE F411 � road 12805 &e. foster r BREAK rr rr portland, oregon 97236 ROOM 42 ® phone 503 7601353 OFFICEui 2 facsimile 503 7621962 JANITOR o 0 3 TRAINING WAREHOUSE 38 14 ® WOMENS OFFICE ® 37 �,D PROF NORTH 10 ���� GINg��sry SECOND FLOOR �, 16,09, 'y RESTROOM o o / ELI=QTRICAL LAYOUT PLAN o � - �� -- SCALE: 1/8” = i'-0" - MENS Dan Sym s C ;"G<y� �3°'ry O,q , OFFICE ® t CLOSET ® 36 12/12112 ti D9 / 1 16 SURGERY EXAM 25 ® Am 3 RENEWS 6 3�� (� 17 +» CLIENT ELECTRICAL NOTES + COMP OFFICE ® +ao RM HA~A LLC 1. TENANT TO VERIFY & APPROVE ALL ELECTRICAL OUTLET LOCATIONS D8 X—RAYNOT .16820 NIc�a1.IJNRAY BLVD 2. COORDINATE W/ TENANT ON LOCA TIONS OF MOTION SENSORS, SELF 18 f,f '- ,,, WA 9M TIMERS, SPLIT CIRCUITS & SWITCHED OUTLETS. X—RAY 240V 360-4,48-M 3. GROUND FAULT CIRCUIT PR07EC71ON REQ'D FOR ALL 110 VOLT, SINGLE ELECTRICAL PANEL 23 PHASE, 15 & 20 AMP OUTLETS WITHIN 72" OF SINK. EXAM .,,,� W/ SAFETY 4. COORDINATE PREWIRE FOR STEREO, 7ELEWSiON, TELEPHONE & OFFICE ® DISCONNECT +++ +++ +" SECURITY SYSTEM W/ TENANT. 07 19 U/ +» ® ® air Q PROJECT CLEAN/LAUN. ® 4 � JANITOR 28 ELECTRICAL LEGEND Os EXA / +n 20 i°" TREATMENT HANNAH SOCIETY SYMBOL DESCRIP77ON *" 23 ISO. I WARE3�USE WOM N' 24 " I ++72Q + � E ELECTRICAL OUTLET 05 ' F WASHIN Nov; DBL DUPLEX ELECTRICAL OUTLETEN'SE21PA +°° +40 1 "N" TOO 11 REFRIGERATOR ON GR GF7 GROUND FAULT INTERRUPTER 04 1 / DEDICATED CIRCUIT +�a V .� �72 +» KENNEL +» +» +», 29 +» SITE ADDRESS € 220V ELECTRICAL OUTLET = PHONE (DATA PORT) t—— — 10164 SW WASHINGTON 1 SURVEILLANCE CAMERA I EXA /A\ KENNEL SQUARE RD. 0e05 HA® DBL DATA PORTS P 43 22 +°D 30 KENNEL » 11CARD, OR 97223 » +» 31 II r +XX HEIGHT OF OUTLET A.F.F. Qu Qu II SHEET NAME ia. t �- -' II FI�tST 8c SECOND CEPTON FLOOR ELECTRICAL Ell WAITING II LAYOUT PLANS (4) DATA 0 GROOMING KENNEL ® PORTS & D t OU RETS FROM UNDER FLOOR II REVISION _ » II ® 6 A12113112 ISSUED FOR PERMIT A NORTH FIRST FLOOR d ELECTRICAL LAYOUT PLAN } SCALE: 1/8 - i'-Q" Q ISSUE DATE DECE 1% DRAWING FILE 12-.91.DWG IRMMGE ONLY W0r ArrxovW vaux=s,?EW3 PROJECT NUMBER 12-30 SHEff 'n OF 12 8ET3 4SAW= F G H K ; 1 1 II (E) ROOF BEAM 1 3.5CS1.625x035 20GA STANCHION I FASTENED TO ROOF FRAMING W/ (6) #8 x 1 1/2" SCREWS STRUT BRACE 0 12' O.C. MAX SYMONS ENGINEERING SPACING, FASTEN 5.5CU1.25x045 k ' 5.5Cu STRUT TRACK CONSULTANTS, INC, 18GA 33ks! TRACK TO FULL FASTENED TO STANCHION LENGTH 5.5CS1.625XO35 20GA • ¢ 33ks! STUD & FASTEN T&8 W/ (4) #8 SELF—DRILLING _ SCREWS EQUALLY SPACED FLANGES TOGETHER o W/ #8 SELF—DRILLING SCREWS _ 12805 se. foster road 12" O.C., TYP. o portland, oregon 97236 TOP TRACK SHALL BE phone 503 7601353 3.5CU1.25x054 16GA, 2 facsimile 503 7621962 TYP. AT ALL 11' HIGH 0 o PAR777ION WALLS SECTION A—A 0 5.5CU STRUT TRACK FASTENED TO ' PAR77770N WALL STUD W/ (4) #8 1 N SELF DRILLING SCREWS EQUALLY SPACED TYP. i 6.091 9' OR 10' CLG HT. J1 L o 0 H1 QREGON ACOUS77C Dan Symo `G(Y21 �gy'b CEILING JJ 12/12/124,9N � �5 64w, w P7 J1L [RENEWS 6/30/14 MIA I ,1 1 WALL BRACING DETAIL ----------- - _j CLIENT SCALE: 1" = 1'—O" M-30-Dt Lj HR~A LLC 16820 WGL "Y BLVD S/LTT20 HOLD—DOWN W/ 1/2"0 A36 —� yANCOUVM WA 9M THREAED EPDXY RODTO BACK—TO--BACK STUDSATTACHED, USE SIMPSON 448-2= . SET—XP EPDXY 4" CONC. EMBED DEPTH, TYP. AT (4) CORNERS SPECIAL INSPECTION REQ'D — ---'" - � ... ...... _._. _........__.. ———_.._._...._._..__.._...._.._.____..—..._—-- BENCH OUTLINE' ' PROJECT 1/4" HARDIEBACKER CEMENT BOARD E: 15/32 APA RATED SHEA 7HING W/ 8d ! ® 4 COMMON NAILS 0 6" O.C. AT EDGES, f 12" O.C. FIELD NAILINGHANNAH SOCIETY J2 141 w J1 J2L J2L WASHIN N SORG Z_ VERIFY REQ'D OPENING Jl L J1 L O o FOR FIREPLACE INSERT 0 J2L H1 H1 j v N 3.5CS1.62.5x035-20GAv1 J1L J1 J1L TOO 11 w STUDS W j — J2 m� J2L 1 SITE ADDRESS FASTEN BACK—TO—BACK Hi S77JDS TOGETHER W/ #8 - H1 10164 SW WASHINGTON 4'-8" � SCREWS ® 6 0.c., TYP. -' -� ® 5 ESQUARE RD. 013055 - J2L J2 J2L J2 _ — 4 TIGARD, OR 97'223 4 L- -- ----.. _._. -- - _.- ---- . BENCH OUTLINE --- - - - - - - --- __ -- - _ SHEET NAME FIREPLACE BASE DETAIL 2 J2L - CEILING FRAMING 2 12-3O-D2 J3L SCALE: 1 _ ,'-o" N1 PLAN, SCHEDULE DETAILS J3L REVISION FflAMING NOTES IT] Z m � 12/13/12 ISSUED FOR PERMIT 1. ALL COLD FORMED STEEL FRAMING SHALL 8E SIZED PER AMERICAN IRON AND STEEL INS77TUTE 1996 EDWIN. ANY SUBSTA770NS OF MEMBER SIZES SHALL BE SUBMITTED TO 7HE ENGINEER-01=-RECORD Q (E.O.R.) FOR APPROVAL. NORTH Q 2. ALL COLD FORM STEEL FRAMING SHALL CONFORM TODESIGN LOADS MATERIAL SPECIFICA71ONS OF ASTM A446 W/ MIN. CEILING FRAMING PLAN YIELD S7RENGTH OF. Fy=33ksi (GRADE A) FOR 18 & LIVE LOAD: 10psf FOR NON—STORAGE AT77C 20 GAUGE MEMBER THICKNESS. LOADING OF HARD—LID CEILINGS " " J. STUDS SHALL BE MIN. SIZE OF 1 5/8" x 3 1/2" W/ SCALE: 1/8 = 1 —O A MIN. 3/8" RETURN LIP. BOTTOM & TOP 7RACKS SHALL HAVE A MIN. SIZE OF' 1 1/4" x 3 1/2" ISSUE DAMEp� ��p 4. ALL STRUCTURAL MEMBERS SHALL BE PROPERLY V1—L11�7 Imn 2012 CONNECTED TO EACH OTHER. FASTENERS SHALL BE FRAMING SCHEDULE MADE TO INSURE CONN C71ON STRENGTHMIN. #6 SELF—TAPPING SCREWS SUFFICIENT # SIZE MATERIAL DESCRIPTION NOTE DRAWING FILE 12-W jWWG 5. NOTCHING SHALL BE LIMITED TO LOCATIONS ANDEXTENT ALLOWED0" MAX SPAN / 'FASTEN ENDS TO RIM OR LEDGER TRACK W ANGLE CLIPS MADE FROM 20GA MATERIAL FASTEN W/ �A�t 6. FASTEN RSRFRAMING H RDWARE SHALL BE AS J1 3.5CS1.625x035 ® 24" O.C.. . 20GA 33ks! CEILING JOIST T (3) #8 SELF—DRILLING SCREWS PER ANGLE LEG PROJECT NUMBER 12—M RECOMMENDED BY SIMPSON STRONG-77E CO. J1L 3.5CU1.625x045 18GA 33ksi LEDGER LEDGER 7RACK FASTENED TO EACH WALL STUD W/ (2) #8 SCREWS, TYP. Mason= 11-1-1151 UNLESS SPECIFICALLY NOTED OTHERWISE. " 11'-0" MAX SPAN, FASTEN ENDS TO RIM OR LEDGER 7RACK W/ ANGLE CLIPS MADE FROM 20GA MATERIAL, FASTEN W/ �Eff 1 s 7. ALL POSTS, BEAMS, JOIST, AND HEADERS ARE J2 5.5CS1.625xO35 ® 24 O.C. 20GA 33ks! CEILING JOIST (4) #8 SELF—DRILLING SCREWS PER ANGLE LEG INTENDED TO BE INSTALLED USING FRAMING HARDWARE; ANY COND1770NS NOT HAVING HARDWARE SPECIFIED J2L 5.5CU1.625x045 18GA 33ks! LEDGER LEDGER TRACK FASTENED TO EACH WALL STUD W/ (3) #8 SCREWS, TYP. SHALL UTILIZE THE MOST APPROPRIATE INDUSTRY 15'-3" MAX SPAN, FASTEN ENDS TO RIM OR LEDGER 7RACK W/ ANGLE CLIPS MADE FROM 20GA MATERIAL, FASTEN W/ STANDARD AVAILABLE 17EM OR SHALL BE APPROVED J3 5.5CS1.625xO35 0 12" O.C. 20CA 33ks! CEILING JOIST (6) #8 SELF—DRILLING SCREWS PER ANGLE LEG BY THE E.O.R. IN ADVANCE n 8. PROVIDE BLOCKING FOR FIRE SEPARA77ONS (10' MAX J3L 5.5CU1.625x045 18GA 33ks! LEDGER LEDGER TRACK FASTENED TO EACH WALL STUD W/ (4) #8 SCREWS, TYP. OF 12 SHEM ,y HORIZONTAL OR VER77CAL CAW77ES), S7RUCTURAL N1 DBL J.5CS1.625XO35 20GA 33ks! LOAD BEARING HEADER W/ 3 5CU1.25x045 18GA T&B HEADER 7RACK & 3.5CU SIDE TRACK FASTENED TO KING S77JD W/ (6) #8 SELF—DRILLING SCREWS, BRACING, BACKING REQ D BY CODE AND FOR FASTEN EACH FLANGE OF SIDE TRACK TO HEADER WEB W/ (3) 118 SCREWS, PROVIDE SINGLE 3.5CS1.625x035 20GA TRIMMER INSTALLATION OF CABINETS & FIXTURES _ � �, �,��. �� �� -.; _. - �4---} q� `' r °a '� :. 4 � ���. t ._�t