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7216 SW DURHAM ROAD BLDG P ix II I I ' I I i F, I 4" I 777 I r—` 5L D(S . I a I 100 C-4 77 1 1 I I 5LF a I hI I i I I S I'f AN I� CITY OF T143ARD x1mroved ........ .... ........... ....................... .. ....• CondltlaneUy Approv^ For on �,•, ly .r PERM' see It f( job V! i APPROVED NLA'J6 MUST BE UN JVu 611 E Durham Rd.BIdq.P,7216 BUP95.00291.BUP95.00459 d7!�O�tlK► 1, 1 of CPA _--4 HANGER LE(;£NG FITTING LEGEND �T PPROVALS REQUIRED (INE NOTE CONTRA(J WITH PROJECT TIRE �- P -PIPE--O-LEt _ _ w IOCALIMS WB�Er_1 McCORMACK PACIFIC PACTRUST BUSINESS SHAPED NIPPLE _�_� to 1Is 9() S. l►�. ,SA1V 11�11JRG K 1MIK BOLT, ,4 T. ROD AND RING Q --- TIONS 17 15 RIE O1NlF C- i 1, ardianN PHA S F 6 R�LlGID NC COUPLING CENTER 7 L` R _ _____ _____ RESPON518M�TY ro rao TIGARD, OREGON ax—� — EYE ROD, k RING F — FIT r£E _ _ -- NDE HEAT iN FNCauT _ 'PRINKL ER, INC. 7204-7216---7228-7236-7244_ x-> — COP 13F.Ak C—CLAMP, A.T. ROD AND RING _ WFAS PROTEcn_e Br A __.__._.__.._ —__._-__ qu �_____._.._._ __—_ -- NIET PIPE pRlf,:'lER CONTACT GAYLAND LOCNE� PHONE NO 614 <'m' ` S. Rr. DURHA,! ROAD CEILING FLANGE, A.T. ROD AND RING — --- — — ---- —.— _ srsr�a� Ago M ERcta- ---_�_______ _. 10239 N.R, MARX S'TRXXT � SUPES FOR DRY WIPE• --- _- � IGARD, ORfs.,ON -x SIDE REAM BRACKET, ROD Ac RINI' TYPES OF s�«R JOB SITE SUPERVISOR PORTLAND, O,RaGON 97220 DE�u1,� MJ OTHER _ I SI TE PLAN l. HO( _ _ __-- VALVES CON WARR 1 QIWG CON TROs AY 2 WAY EARTHQUAKE BrrA( b24-D'1!6 �IIAUTY - ----..__. _ --_- - -..__. ._ ._--•--__ --____.._. . _ _. _.__._...._ �.---.. -------.---- ..--------___ ---_-..-- -------__--. ___—.__ - _ rI 4 NAr EARTHIAIAKE BRAS SMIMdfR SYSTEMS A P F cA I r - _ DAA SHEET 108 NUMBER PHON_ f ROVE(` OR EjRI(A 11)N P C�JA�R 10-Id-9C• I OF 614 ' , .,,.yn,r,.,,., •w,,,woeR„ .......wNiiMIY'�eK��:. NOTICE. IF THE PRINT OR TYPE ON ANY III- I I I I I I I I I l III III III I I I" III III I I III III III IIIIII i I l 111 11 I IIII III IIIII I I I I I I I I III I I III III III I I III III V I I I i III I I I I,'I I III I I I I I I I I I I I I L I III III I I -^ r] IMAGE IS NOT AS CLEAR AS THIS NOTICE, 4�-- I _�1 __ ! -- -�-- -.- -I- --�_..__ol.-_ I._�_�O� IT IS DUE TO T HE QUALITY OF THE _ W 36 ORIGINAL DOCUMENT IIII IIII IIIIIIIillllll�lllllllll IIII�IIII�lU11111111111I1III�IIU 1111 illllllllll1111111!�Illlllill�lilllllll�lllllllll II11�1111�11111111!IIII I!I! 1111�11IIIlII!IIII! 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I'-C' _ NOTES _ —.� _._.__��_ - - x11-001t BUILDING IS DE5IGNED FOR 2C' RACK STORAGE _ CLA66 4 COMMOD1T, NON-ENCAPSULATEL, NC RACK 5PRC.BCLERS tUlTu 286' SPRIIwCLERS AT ROOF I _ d��� � Fr i Rp x '�• �: til �.1 1x 2-02 TOPRISER +� 2-21/12 tr t ' ; „ 2' TEST 4 DRAIN GG u 6' WATER FLOW SWITC-oa 1'- 2" � -�'� b't3l1TTE1�Li GC�NTRG+_ rA 1-2Y4 a M ELECTRIC BELL ( i GG 1. .�� TIE DRAINIS TOWNER AND GO Tloft WALL 6' TO W LOOP I I 4' TO FDC �j 6 �I I 0-101-0 0-8 D A CO I E/C C/C v E/C L FROM UG LOOP TO FGC - —_ --r-- 113,x• 'SAM�l4�Jly u 5 �/ R15ER ROOM RI;,;ER DETAIL 12-4h tt-4Vt � SCALE 1/4'. I'-C' SCALE .•Pe I'{9' r-� GG GG 6x 12-4% OG I.. BUILDII"4'6z SECTION 1 P Slg C>F GYL'i �' WA"4" '*IA.% +_,._ -`-�— . Y. `" .. - .— _ - _ APPROVALS REQUIRED GENERAL NOTE CONTRACT NTH ( .. ' -- - HA LEG FITTING LEGEND SPRINKLERS USED REVISIONS y P PIPE-0-LET srM MANUFACT1IRER TYPE wooEi"r ',,,,, Tom' oT No DATE BY coM�,INi', w Loew s SECT C RMA _'1�' �'A CIFI C PA TR L'S T BUSINESS i0 fREEDNG CONDI- ardian KMK BOLT, A.T. ROD AND RING sN sHAPDoC COU o 41LIAB IJmpe N e0 NtI1E n ll 3r4' tw• 4w "ENTER PHASE 6 a RtpGlo vlc COUPLING • IdEL14ALE »1c+I°lIDHn as cNl�or�t c►acre H�' r IRI• j _ _. t RG ,, &•x - EYE ROD, do RING I Flt TEE _ _. __ _ _ - � -- 44 na{s 1r.s THE otMIER's . ANDS I � � , AecoA � �_ IDIt/!A6 y' �' tN' _ _ - _ - - VIDE HEATTHROL"MT TIGARII, OREGON _ �'f'RI1Vk�l,ER INC. 7204-7210'-7228 7236 7z i�'► RESf0A1S�11r TO PRO-- AREAS PROTECTED Br A - S. A'. DURHAM ROAD x-x - TOP BEAM C-CLAMP, A.T. ROD AND RING ___-_._- ---- MET PIPE SPPBMLER CONTACT GAYLAW LOONEY PHONE NO. 614-20'IIO 10249 N.L. MARX S7'RltR7' CEILING FLANGE, A,T, R00 AND RING ---- --------_—_- - -. �._ sYSTEY AND nI ENaD- - - TIGARD, OREGON +�,T(�A���JI '�I-= - SIDE BEAM BRACKET, ROD b' RING _ -- ' SMS �� oar ' u 11,31„ d.B1 P 7216 ------ ____ PORTLAND, ORF,�:ON ;#7220 -_._� DELUGE AND OTHER - da. - U HOOK _ _ - --- .-_...___._ _-____ 1YPE5 Of 9PIIIFNCLER '1� SITE SUPERVISOR ./ D(] BUP96.0029t,BUP96.0045�J 2 WAY EARTHouAKE BRACE `- - -' rALVES �NTM�UK A SIZE PHONE 694-C1� QUALITY CONTROL BY BUILDING / O e7 2at 3 -.._._._ _----------__.�.�_� �_ 4 QIl BRAI.E.___._ ___ WATED Sl1PPl i TO TOTAL MIS SHEET 4W SraNK1.ER S IMS _ - - 1 -�--- L____.__�_��.__. ._._-._... _.�,----._..-__ _--- - _-. __ _ __ `M1' tNAr EARTH AKE — - - ---- �_ ----- �_____— __ — DESIGN DATE SH ---- ---------- _ _. _ ---- APPROVED FOR FABRICAITON 9YTRIOLR a T6 NOTICE. IF THE PRINT OR TYPE ON ANY r 11 III III 11 1 III III III 1 1 1 1 III III I I III III I I t f 11 t t I I I 111 11111 111 111 11 I I I c III V I I I 111 11 1111 1 I 111 III III III 11 III I(I V I I I III I l l I l I l l 11 III I I I A IMAGE IS NOT AS CLEAR AS THIS NOTICE, ' La I i l J ! �I I Il I I I_L_6 _ 1__I I II I I ��� I I I I �� I _ _ l 11__ J `T�,� 7 aces IT IS DUE TO THE QUALITY OF THE _ _ Nm3e / ORIGINAL DOCUMENT g - III�IIIIIN I�INILIIIIIIII IIIIIIIIIIIIIIIIIIillllllllll illl�lllillllllllll lil�uli iullullllllllllli BI L illllllli Illlllllllilllhlll ilulllli illllllli illllllli illllllli iu�llu Ili ll�llll ulllllll Ill�all u,�ll>. g � I' g Eu�1u illif s i c we Fsvoo-ssene'1 szoo-eadne D -�� 9l ZL'd'bpl8'Pb weym� D NAILING AND STRAPPING PLAN_ KEYNOTES "• [ _ - A. %" PLYWOOD W/10d O 6 U.C. d PANEL EDGES AND 12" O.C. 1. 9' x 10' OHD DRIVV:'-IN DOORS ALONG GRID '1', TYPICAL � !� O INTERIOR SUPPORTS. 2. 12' x 15' OHO DRIVE-IN B. 2j�"x19}¢" CL-U-LAM BEAM DRAGSTRUT W/DOUBLE ROW OF 10d O 3. 3' x 7' HM DOOR 1-4 y•� 3" O.C. SEE DETAIL 11/A5 4. SIMPSON HCCTA 7-6 HINGE CONN TYPICAL � 0 0000 - - C - - y 25'--0" V C. SIMPSON LSTA21 O 6'-0" O.C., ACROSS FIRST PURI-IN LINE. 5. ALUMINUM STOREFRONT TYPICAL, .IEE DETAIL 1/A1 Q cr E .- - ~-,\ D. DOUBLE ROW OF 10d NAILS O 3" OC FIRST 16'-0" OF BEAM, TYP. 6. ALUMINUM WINDOWS TYPICAL c to" 00 E. NAIL BEAM W/ 10d NAILS O 3 OC 57AGGERED FULL LENGTH. 7. 9' x 10' UHD DOCK-HIGH DOORS ALONG GRID '4', TYPICAL � � x N F. SIMPSON ST6236 EA. PURLIN W/(15) 16d NAILS EA. SIDE OF 8. 6"x6" DOWNSPOUT TYP. SEE DETAILS 22/A6 do 23/A6 FOR D.S. GUARD m m _ © D BEAM AT GRIDS B,C,D,L,M,N,P do 0 ONLY. SF-E SECTION ON 9, METAL S FAIR AND LANDING, CONC. PAN FILLED TREADS do CONC. LANDING. Q "t 11 f DETAIL 7/A5. 10. 2 h" x 16X" GLU-LAM PURLINS (24F-V4, C ") WITH SIMPSON N o U __-.JA - - - 25'-0" A5 i G. SEE. DET. 17/A4 FOR NAILING O SHEAR WALLS. HH62.6 HANGERS EACH END TYPICAL O 8'-0" O.C. Q ►= a- G - - H. DOUBLE ROWS OF 10d NAILS O 3" O.C. ALONG PERIMETER TOP 11, 2x6 NO 2 DFL SUBPURLINS AT 2'-0" O.C. WITH SIMPSON F26N HANGERS C M Q G - - - 1 PLATES do LEDGERS, SEE DETAIL 3/A5. EACH END TYPICAL. - - p w 3 -- - - 12. " PLYWOOD ROOF SHEATHING 32/16 INT. W/ EXT. GLUE • m 0 ��- �� KA- - D I SEE NAILING PLAN FOR NAILING +- II rir Ill ul ui 8 I I 13. B.U. ROOFING �� )O '- -- "- CE C E - - - A5 I I 14. 4x6 P.T. LEDGER W/ )"0 BOL T O 4' OC SEE DTL. 4/A5, 5A/8 C rn 15. 2'-0" X 2'-0" BLOCKOUT FOR COLUMN BASE, FILL W/ GROUT TYPICAL o i _ 16. 4'--0" CONCRETE FILLER STRIP L a- c c `4 III III III 1111111 IIII III III11111 Itl Itl III 111 W aoc� _ 17. 5" CONCRETE SLAB, WITH #4 AT 24" O.C. EACH WAY N • m MINI M ¢ 4 I I H I I WITHIN 10'-0" OF OUTSIDE WALL, TYP. L. Z m3C,o 18. CONTROL JOINT TYP. O GRID LINES - SEE DET. 1/A4, 25'-0 O.C. MAX, j D 19. CONSTRUCTION JOINT TYP. - SEE DET. 1/A4, 25'-0" O.C. MAX. W A E D �( P Q R 20. 2XxIWC GLU-SAM BEAM DRAG STRUT W/SLMPSON HH82.3 HANGERS. V o o I OFFSET 8 PANEL Q ' rn E o 21. C.I. SANITARY SEWER LINE WITH CLEANOUTS PER CODE m L_ a ti a 22. 6" x 20 GA. METAL STUDS O 24" O.C., SEE DETAIL 1/A3 ' 23. 4 x 14 P.T. LEDGER W/ )J"m E'OLT O 4'-0" OC SEE DETAIL. 8/A5 24. TS 8 x 4 x 716 REMOVABLE MULLION TYP, _ SEE DETAIL 16/A5, 17/A5 25. YARD LIGHT TYPICAL, FINAL LOCATION TO BE APPROVED BY OWNERS REP. 26. CONIC FRAME SEE 16/A4 Li I 27, 2x6 O 16" OC STUD WALL WITH %" TYPE X GYP BD EA SIDE UP TO ROOF. 28. EMBED GL BEAM SEAT NOT O PANEL JOINT: )¢'RxS%9" W/ Z LEGEND (3) -X'O X HEADED WELD STUDS, ® BM USE L Bx4xl"x12" LONG. W a 29. SOFFIT LIGHTING TO BE COORDINATED WITH OWNER'S REP., U U Z FOR NUMBER, LOCATION, AND TYPE. :IEE FOOTING SCHEDULE 30. 4 x 8 P.T. LEDGER, SEE DTL. 8/A5. Q) rn1 O 31. 4' x 8' SKYLIGHT, SEE DETAIL 6/A6. V) � O ❑ PANEL NUMBERS � � ❑ Eo w GENERAL NOTES z a O _FC.OTING SCHEDULE - " 0 a. PROVIDC CONTROL JOINTS THROUGH POUR STRIP AS SHOWN, MARX LENGTH WIDTH DEPTH LONGITUDINAL TRANSVERSE REMARKS C.J. TO BE LOCATED TO PROVIDE SO. CONC. SECTIONS„yMgRE POSSIBLE. REINFORCING REINFORCING b. ALL FOOTINGS ARE � OF WALL, PANE t. JOINT, 1 rpl} CQttiMN M � J�/ UNLESS NOTED OTHERWISE. _ Q Q UA CON-f. 3'-6" 1'-0" (4) #5 x CONT. #5 O 1'-0" O.C. SEE SPECIFICATIONS FOR ENGINEERED C. SEE SHEET A2 FOR PANEL DIMENSIONS AND THICKNESSES. �- FILL REQUIREMENTS N SEE SPE"IEICATIONS FOR ENGINEERED d. CONFIRM F•1NAL. LOCATION OF ALL RECESSED ENTERIES WITH OWNER'S REP., _ CONT. 5'-0" 1'-O" (5) #5 x CONT. #'5 O 1'-0" O.C. FILL REQUIREMENTS PPIOR TO POUR OF FILLER STRIP O ON GRADE SITE OF BLDG. V) m a SEE SPECIFICATIONS FOR ENGiNEFRED nn C 6'-9" 6'-9" 1'-2" (8) #5 x 6'-3" (8) #5 x 6'-3" FILL REQUIREMENTS � u UD 8'-0" 8'-0" 1'-2" 8 - SEE SPECIFICATIONS FOR ENGINEERED ( ) /!5 x 7'-6" (8j 5 x 7'-6 FILL RECUIREMENTS U Q O CONT, 5'-0" 1'-0" (5) #5 x CONT. #5 O 1'-0" U.C. SEE SPEC'S FOR ENGN'D FILL REO. I F CONT. 3'.-6" 1'-0" (4) #5 x CONT. #5 O 1'-0" O.C. SE SP ^S -OR ENGN'D. FILL RE 1 Co . 10'-0" 10'-0" 3C6" TYP. PILE CAP SEF STRUC. DETAILS 4 RAY O A B C D E F G H J K L M N P Q R Q 0 - - - ---- - 375'-0" �• �y Z 25'-0" 25'-0 25'-O" 25'-0" 25'-0" 25'=U" 25'-0" �5'-0" 25'-0" ` 2s'= 25'-0" ,25'--0" 25'-0" 25'-0" 25'-0" >,►n O Z 1 « TYP PANEL. O GRD 1AL A I I I I I I I ! I I I I Z NA � 14 A4 A3 ,� � I � t� A6 TYP. Al `...� I ?8 6 I I �0•, 24 5 5 �9 28 B A 27 1 26 25 24 I SIM I I I -O--� I -La-O I �� -- --�- I -�_--- I - 7-1 I - - I r 23t 22 <q O -- 21 - - - 2�---0 --�'`-T BEAM 24'-9" (. - _- - - - 11 108 13 Qi 1 z 22 22 17- 1 r V O WALLS _ 18 18 I 1 .....� o r O i 1 x X n cPK N N o 16 �� - 17 19 ao I 1 io l� ❑-1 11 i - ,_ „ o cv x _ xX �, I u h 21 x u jE `r 12 I _ tD v /A1Z1Z` � a v 1 18 CA x 1-O. }jro A4 ��a AS 1 I CONN. TO - - - - - -- -` - -- - - - - - -- ____ ._ _ _. - - - - - - 1 ((SEWER SYSTEM _ 1T ��� 21 't 5 15 19 20 C ff; ___ J I 30 __ r T/LEDGER 24'-6" --- r -1 r �r r 1 r n r _.1 A5 F` '1 r -1 _ ►� r l 'I�--� / r T/ROOF 24'-9" t L J�r� L J I . w I L J L J L J L J� I } cam L' _J • J �' J 1 8 B 11 C_ C O L 77 J O O O `�./ L - \ �-_/ j,-'3 r" � 14 / C ( 18 O a I I U III � N �•�'G?`O A4 15 19 16 1 - T.U_8M. 24'-3" t0 O 171 io r o_F3 -t� 1---- 9 13 O 41 76 1 26 I I N ��� I `.S. r t -� A5 AS i. DATE: 1 r\ o vT N M I o I j o 3 23 1 "' 8-18-95 _ O O '') O K N a 1 1 x _ o x II' x o a x III x p 21 o A5 4 A5 DRAWN BY: �EI i o 34 I Tp '° 35 I I iv 20 C �@ r ❑ A5 1 tQ SLD/CSB x II II �� 7 to \ CHECKCD BY 3 F I I tO r� , 20 TYP II C4 A5 8 - I- -_ \ DRW O A5 11 9 - REVISION _ - - __ O A4 r- 1 O 16 r -i r -i r ( r r -1 r r 1 } _ r r r AS I T/LEDGER 23'-3" '2 DISUN A4 I I 2 �_7L J L J L J _ -j L J L J J L J L' J . J L J I £ `6N LOSING C14A3 1 �t O C C it G C I ` s-4 C C c.O C 'S C � C 9 1 I 15 T/BEAM 23'-6" : a „z DATE: i 32 I I 2 ivI O O Z v i O O - W I❑ � 1 8­ 10- 95 c 31 m 31 [ 4 1 n 1. 6.. 1 � 31 t 't1�. � 23 I I 20 p � \.•, r �l I 2 8-1895 I 20 1 1 d �./ A6t Xt o 3 y-21 J5 '� I I '-� x --- K x �� x 11 I 4 X r a o�� n u x u , -- x u I I SHEARc_ '' �� v �' to �� I I SHEAR J H WP.1l4 - I A4 - ®r, v G i Gw3 22 T BM. 22'-6" 1 4 1 14 WALL00I �� N O F>I I o -- , -- l G F--- A4 pj t --I i r--- A5 A6 AS TYp 14 AS I I A 2 C, ._.-_ - -- - - ----- -- -- - 0 1 „ I 1 , o ilk 2� 406 8 7 __7 F1 MACKEN11( SAiTO ASSCT'].ATESP C. C' k 4 A 7 LJ O L-Jtz J LJ 'N, �� r, --- L_ � O O � 100 11 C.0. 12 13 O A 4 /�((( r 5 f a11 -1 / I Jy 1995, ALL RIGHTS RESERV'^ fit .i ( 7 TH SF DRAY1tNG5 ARE THE vRMER Tv 14 3 1 - --- T LEDGER 23'-0., ca ` " 23 7 � DUcrn wEANV MANWR�NCT"`«TH THE eA �. NOT i BC Ll`.t: RF HU- `� LrA..', Z (ADO �. 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