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HomeMy WebLinkAbout937 W 16th Street I I f FR O ►yT ELEVATION SaY, !fir 14.. : I H,•3 b-p:is ad.�4 ? ( I o REnc �d15{ iVir/y � 01 e�F V-63(011 8�.:v-ogCaP-83(6) 9 yI ksr. .^( Cs,,s{Y:t -E,�a1 /dt-Fa.•� !o>/ `�5lJ�yb 3 Na alec-h��Gb1 ��ANN.�p �1� G�" CC 1465 "alf . D9 CY-Vwprc 7-7471 100/ ►oo2Ec, �NG _�E_5_ M_IL�1� RK - COVERED STO. Y `,,S Olympic Design N01lD 01010 M. CASADY SuiWino Deugn l , "e PAD.GA.No. WA4n P.n.Box 2086 i 620 E.Bib Pon AnBek+ N-A 963W CC F, CD L _90'- 0 " - + Ole + re "-�. \ (2) 4 0 x 12" A. B. (2) '�G 0 x 12" A. B. �' , (4) " . e A x 12" A.B. G11 A FI FI N A DETAIL _ B DETAIL C DETAIL FI FI FI OCIA / 5" H. DOOR_ S_IZ 5" iv 12" cn D ��•, O INISHED OPENIN I N _ (� �„ - I - -- - - - . . ---- ---- I � - - ate_ _Ip��a • ,��� `tel O O — � _ �.�'---- `QUI? ' • Ut I (2) 1/2" 0 A. B. A N i I I (2) 4 0 x 12° A. B. SECTION A-A EACH SIDE OF DOOR •- - - -- -- - D DETAIL E SUGGESTED DETAIL @ O. H. DOOR -}- --- - FI FI I m 12' j _ ��I-� �TOrt R.B.SET I 44 .G tTG�t H.F� SETS I� i RACING N t �--ttt" A O �j REACTIONS UPLIFT DUE TO IP5 y WINO �! `! _•;• I _ —___ -- .. - cl = -- COL �R KIPS H KIPS UPL �IE UPL — N 7.17 _ Q 51(ij._ Liz• O - - _ •+• - _ p1 7.77 5,63 90'- 0" Ei _ _ 7.77 1,30- 51b3 x 12" B. G 1 3.89 - 2:6Z 2; - - •43 - C rFe Ce E IL 17-31 G FI F5 17.31 g • 8 - G5 - - - I,59 043 - -_A2 ---- .)3.2(0 9 ,92 - 1.06 11 •Z4-_ - G2 13.26 3.92 1 .06 11124 G'o 13.26 3 .92 1 . 06 11 .Z4- / 2) x12" B. G_4 - _ -13.26 _I �Oh_ 11 . 24 _ -d S51B3 -- - - - 22,x!5 G DE AIL D3 __ 33.63 _ _— 22.45 i - Det 33.83 FI PRO'. DATE REVISION DATE LL 25 WL 25 ��. IENy ANGELES MILLWORK SepT• 9 19e= F s PORT_ ANGELES , WASHINGTON DWG BY A G DL 2 t FR , WT • / ITLE ANCHOR BOLT SETTING PLAN j CHECKED BY BAY_SPACING 23-9 , ? CONTR. NORTH OL.VHPIC 5JILDI9G SISTEMI — _ ,.• DWG. NU. 90'4' , . e THIS DRAWING,INCLUDING DESIGN PRINCIPLES,IS THE PROPERTY OF PACIFIC BUILDING SYSTEMS F I SPAN 9 0 • 4 TRUSS-T STRUCT URES,INC. END SMA NOT BE REPRODUCED,COPIED,OR 1 LOANED IN PART OR IN WHOLE WITHOUT WRITTEN PENMISSION. IT IS NOT MANUFACTURED BY TRUSS-T STRUCTURES, INC. JOB N0. QQ ----�- I ' TO BE HE USED IN ANY MANNER THAT MAY CONSTITUTE A DE TNIMENT 2100 N. PALir iC rAi. • ���• -' '., ^_EG�� 97071 • PHONE �U(l. l -�'�FI C.J J - EAVE B-O.1 1 :12JDINLCT LY OR INDIRECTLY TO TNUSS-T ST RUCT UHES, INC. KISM. 'SECT ' DZPTH OUTER WEB INNER ROOFING 26 CA COMM GRADE C ho• 1 No. (START END FLG. THK. FLG. PURLINS 8 Z to 'GA MULTISFAN �-S' O/C W /. LAP IZ I - 2 I I 6" 14' SIDING 26GA COMM GRADE c I �- -8 4_ _ IZ" -IZ_ G IRTS 8 Z 1A GA S IMPLESPAN 6-3. O/C _ _g 5 I 34" %4"x5 f , %x : �LOr E: 0 A 4• " -- — -- C w - c — 4t{ '- 5�/e' �T` . Cr - 8 7 34 12 y4y5. �/� • /4•X 5.. - STEEL _- _G F R. R. F. DIM. PURLIN CLIPS r _ K �� I-� B / / No. DIMENSION BRACE SIM E SPAN GIRT A a - 3T�8 � 1G - O •-± -- �-�-- - _ ,j ND B �' - n 1 ( 1/2" xt A307 .. 1. 4' —�•�-- I EA.E fn co D 12' > � I G Q � W' W T— � I H 27' - Ip" I— in, I J 31 ' — 7" K 35 ' — 4 �c G. BRA & MAID TYP F P � M - 42' '�— / N Gt• A SE 101 P — ti — R 12" I -lye 7 r X2. //v 2•, CIRTS - GRID F1 ' AS SHOWN , GRID OG @ 4 '- O' % �8` VL I & G� ; Z0000, 12 N PURLIN CLIP 0 W- 3/16"x 6"x 7" OR LESS (6) 9/16"x 11/16"SLOTSI� MUI TI-SPAN PURLIN BRACE 8"x 1 3/4"x 13/4" (6) 1/2"0 x I" A307 /2"0 x 11/2" A307 AT EAM ATO E- A. B. SET 52- 0 E TOE A . S. SET _ _ 8 SECTION (4)No. 12-14x1"BTEK hhh�aa5 SCREWS AT PURLIN 8" I L* 4 4' ATL FJN r , " Design Criteria : Design limited to structural steel, purlins, V girls - -- - -- Structural Steel: Fy = 42 ssI eO1ts: A325 u Cold Formed Members: F�sl Metal Cladding: Fy=BQ-Nsl O Structural Concrete: Fc= Psi Reinforcement:Fy= NSI Welded Wire Fabric: Fy= ssI Anchor Bolts A .307 1 Soil Bearing Pressure ssl by-_ EY610N DATE 7 PROD. �IlUELES M1��1NORri DATE SEPT. 8, !9183 LL 25 WL �5 \�ti^ LElyh PORT ANGELES , WRSHINGTOE: DWG BY n G D.L. 2 'I FR. WT. ITLE END WALL FRAME RPACIFICC BAY SPACING 23NORTHOLYN�PIC 6UI.DING'9t CONTR. S�'STEMS SPANQ90'- C^' THISDRAWING,INCLUDING DESIGN PRINC.PLES,IS THE PROPERTY OE BUILDING SYSTEMS DWG. NO. 5 •�� TRUSS-7 STRUCTURES,INC. AND SHALL NOT BE REPRODUCED,COPIED,OR -- --- LOANED IN PART ON IN WHOLE WITHOUT WRITTEN PERMISSION. IT IS NOT IIANUTACTUREO BY TRUSS-7 STRUCTURES, INC. f•' TO BI BE USED IN ANY MANN[R THAT MAY CONSTITUTE A DETRIMENT JOB NO. EAVER '4UCT • ;,r%E Sa9/9e1-9581 �j Iv' ()• I •I� DINECI LY ON INDINECILI 10 TFUSS-7 57 UCT UR[S. INC. � - LI s MEM. SECT. DEPTH OUTER WEBINNER ROOFING 26 G A COMM GRADE ( No. No. (START END FLG, THK. I FLG. PURLINS � 2 16GA MULTISPAN 3'- TO/C W / 32' LAP =2 I _ 8" 22'_ /4x5 %" %4x5 SIDING 26 GA COMM GRADE 1 45L7/Q = _� 16" �4" %4"x5 % " /a 1 "x , , G I RTS 8 2 j4 GA S IMPLESPAN 6_3„ 0/C l4" 30" Y4"X ' % T� ; ,� 4'x L - 77p� 041 J N �—F ' - J TO -�-'TS a - - �N �, L �� �— '�— 12 y " � '_ 0'' _ R. F. DIM. PURLIN CL IPS No. DIMENSION BRACE .19~ 32 r /e SIMPLE SPAN GIRT A -�— 12 �t (2) 1/2"O xl"A307 -- 1-- _ B - —S a- IT H 2 i I �— - --�'I'_ I EA.END - - - -- -- 21 _D I Z' - - oiim w _j � 2 c 01 F — -- wi G Z4' — 1 ,. Q W /4xZ EA.SIr)I✓ i ' 001 - - - W I N c f I H 21' — I 0" jE-- i - Es, �12 J _3I' — 7.1 _ G (RTS - GR.,L fl Fis SHowN i 1 12 OR LESS K ��'- 4" o \ liJ GRIP "G" ` 4'- 0" TS Sx5x4;'-i+ i I _L_ I FLG. BRACE 6 X ! GIRT CLIP M42 ' - 1" -0 I TYP. OF(j)I _N- y�T 4 0 'D A SECTION P - ti� R --- -- 717 3/4 17�41 X1%2-I%2 1 1 r 13/4" 2' 2" 1314i 0 -0 0 - 01 1 e O 0, I - N PURLIN CLIP 12 F_ 3/16"x 6''x 7" 12 OR LESS (6) 9/16"x 1 1/16"SLOTSF` LANGE BRACE MULTI-SPAN PURLIN L 1/6"113/4% 1 3/4 ! (6) 1/2 to 0 x I" A307 (1) 1/2"0 x 11/2" A307 B SECTION AT BEAM. 12 -441- 0' A.B. TO (L (4)No.12-14 x I" TEK 4 SCREWS AT PURLIN STEEL RUN s Design Criteria : % `� - (J `r' ' F, • FOLD"• + Design limited Io structural steel, purlins, girts Structural Steel: Fy =O 42 Its, Bolts: A 32 5 Cold Formed Members: Fy=5�%s1 Metal Cladding: Fy=• Q-KSI � IGIO MRAME SECTION 3 CoHl"LETE FRAMFS REO'D) Structural Concrete: Fc=-- _Psl Reinforcement: Fy= Rs1 -- Welded Wire Fabric: Fy= Rsl Anchor Bolts A 367 Soil Bearing Pressure—R31 by---- REVISION y _REVISION DATE PROD. LL 9 '_; WL 25 �h4. EA( ANGELES MILLWORK DATE SEPT, g , 1983 PORT ANGELES , WASHINGTON DWG BY 1 DL 2t Fp, . WT. TITLE SECTION @ RIGID FRAME A.G . BAY SPACING 23=9" CONTR. NORTH OLYMPIC SUILOINC� SYSTEMS J` CHECKED BY SPAN 90'• 0" �s . ._ THIS DRAWING,INCLUDING DESIGN PRINCIPLES,IS THE PROPER TV OF PACIFIC BUILDINGSYSTEMSDWG• NO. 4 TRU55-7 STRUCTURES,INC. AND SMALL NOT BE REPRODUCED,COPIED,OR ` ll �/ LOANED IN PART OR IN WHOLE WITHOUT WRITTEN PERMISSION. IT 15 NOT MANUFACTURED BY TRUSS-T STRUCTURES, INC. JOB N0. � 10 Bt RE USED IN ANY MANNEP THAT MAY CONSTITUTE A DE TNIME NT EAVE 1g -C; 1 : 12I " 01Nl710 ON .NO1ktCTL`1 70 TNUSS-T STAJCTURES, INC. 2100 N. PACIFIC HWY. • l4)C'FJFN, OREGON 97071 :,-qt - - ; 154 ` V44 E.H.S. fAEi.E ;� �' -- O per'• � — :__ O - - � � I 5�16'95 EAS. C ABLE 5/6"o E.Ii.S.B – 0 0 C O O 1 =LEVATION C G- Rio A _ 12 co 7T 0 1 I I i i 5/Ibj!5I E.H.S.CABLE 1,2� 3'X � � Louvers — / 7'b o E.H.S. CABLE ELEVATION GRIo LINE „11, REVISION GATE LL 25 WL 25 ��1 L�/y,� PROJ. DATE ANGELES MILLWORK SEPT. 2, 1983 . PORT ANGELES ; WASHINGTON DWG BY DL 2 + FR. WT. L7 _ A. C2. � ' TITLE ELEVATIONS BAY SPACING 23,•9 %SD.' + CONTR. CHECKED BY IyeRTN OLYMPIC BUILDING SVS?EH5 SPAN 90'-C) TNIS ORAWINO,IURNCLUDINGOESION PRINCIPLES.IS THE PROPERTY OF pACIFiC BUILDING SYSTEMS DW6. NO. TRUSS-T STRUCT ES, INC. AND SHALL NOT BE REPRODUCED.COPIED,OR (, LOANED IN PART OR IN WHOLE WITHOUT WRITTEN PERMISSION. IT IS NOT MANUFACTURED BY TRUSS-T STRUCTURES, INC. E AVE I b"O. 1 .12 TO SE BE USED I ANY MANNERTHAT MAY CONSTITUTE A DETRIMENT 0. 2100 NPACIFIC - WOODBURN OREGON 97071 0 PHONE 503/981-9581 JOB N DINECT IY OR INDIRECTLY TOOT S N. IC HWY.RUSS-T STRUCTURES, INC. . 83 - G 21 5A . .mow, c A'�' ^ • 3'X11' RELITES EA. SIDE BLDG. YVIZ E.H.S. CABLES �- GIRTS (d 4= U" OC W/ 516 " S►'EETROCK I THIS WALL ONLY I ( r E, F{.S. LADLE - V,b4 E. �RBLCABLE. ----- LFr VATION OP GR io LINE NG RIDGE CAF - UN'vERSAL 2S TB , 2GGA. - - -- - ---- ROOFING - CASCADE RIB 12G GA . I GALVALUME tiupimG - t_PScrioE RIB 2G GA. ) ALTERNATE 5 GREEN SHEETS IZ TRim - WHITE D' 2 WHITE SHEETS I , I � I I I i 50' x IGF OFENING ® O O O ELEVATION @ GRIP LINE f5� REVISION DATE LL ZS WL 25 i E, PROD. DATE T y ANGELES MIILWORF< _SEPT. 2, 1983 Ito DL Z t FR. Wt. TITLE PoRT ANGELES , WASHINGTON OwG BY A. G .G . ' I,' --` ELEVATIONS CHECKED BY BAY SPACING 23 '9 �; f � ;' CONTR. NORTH OLYMPIC BUILOING SVSTEHS SPAN 90'-01 THIS DRAWING,INCLUDING DESIGN PRINCIPLES, 13 THE PROPERTY Of p r1 BUILDING SYSTEMS �wG. NO. TRUSS-T STRUCTURES,INC. AND SMALL MOT BE REPRODUCED,COPIED,OR (� ;., LOANED IN PART OR IN WHOLE WITHOUT WRITTEN PERMISSION. IT IS NOT MANUFACTURED BY TRUSS-T STRUCTURES, INC. — EavE I8=0" 1 :12 - TO BE BE USED IN ANY MANNER THAT MAY CONSTITUTE A DETRIMENT 108 NO, DIRECTLY ON INDIRECTLY TO TRUSS-T STRUCTURES, INC. 2110 N. PACIFIC HWY. 0 WOODBURN, OREGON 97071 • PHONE 503/981-9581 L —7T U © (DD 22 '• 6' , 22 '- 6' �J l - __ - -• --- _- — --=-z - - i - POST ?j BEAM END VIAU. I 0) l N ' i RIGID FRAHE W CENTER Pas-r i J ! 0 R.F W/c. P. - 0 _ I Ln , mI I�1 N G �-- - — — - -w/c . P. I . � � N i RIGID FRAME W12 INTERIOR COL. f2" 50'- 0' OPEN 19 '- o" 5 2 1 .91 o" - -- —90,-0„ O. A. BLIDG . `�' S�-$• 30 0 O 0 G � REVISION DATE LL 25 WL 25 PROJ. DATE � ��ENANGELES MILLWORK PPACIFIC SEPT. 2 , 198 1 `r, PORT ANGELES , WASHINGTON • ' { • `" DWG BY DL 2 t FR . WT. i, I , 1 �I - - A. G . f . ,• TITLE FLOOR PLAN CHECKED BY BAY SPACING flll L; l•t'` CONTR. NORTH OLYMPIC BUILDING CYSTEHg PA 90'-O \ .! / THIS DRAWING,INCLUDING DESIGN PRINCIPLES,IS THE PROPERTT OF BUILDING SYSTEMS OWG. NO. I SPAN 9 -. TRUSS-T STRUCTURES,INC. AND SHALL NOT OF REPRODUCED,COPIC0,OR LOANED IN PART OR IN WHOLE WITHOUT WRITTEN PERMISSION. IT IS NOT MANUFACTURED by TRUSS-T STRUCTURES, INC. ' 10 bE OE USED IN ANY MANNER THAT MAY CONSTITUTE A DE TN IME NT 2100 N. PACIFIC HWY. WOCDBURN JOB NO. Q EAVE IB -0 DIRECTLY OR INDIRECTLY TO 1RUSS-T STRUCTURES, INC. , OREGON 97071 - PHONE 503/ 981-9561 �R,t06ED c4>MES - � 1 MTL•MOOitNL —.'-- .. -. I , ALL EM619,1E Eq ING DAJA 4 DtTA%LS,tKL. .tt I f $a[.Di M[MOE454 MECM FSTMIL. TO tl-- MuvwEO E7 E'[EL BLDG.SUoot IFO r c N O V I I I P, I .v I i I I� LF EW, "NAME RUGi 6t AM __ _-�.... �.r'o�.�. �.�.-...'�_. �_"�"�`•.•-_-�.._...�-��-_.._�,_ may. .-...A.,�r T14 H I , ' I [[{ C4klyC 0A•0 W S! w4rrraU N. [fN[f1M"M fofv OMt.'4 rT E4 �Mttwt: IN T but CDN(.SNE ._ lLUGS EWJ6w TD At'OM^.DMi D"b) '; - - EWf i[AME MIT .-__.._._.._.. .� (C . . O.S.of ifMrt fOM?LOS" Wo.. !f 4,611 I q , SECTION DETAILS B D ANGELES M I LLWOU - COVERED Mt-- �o+ . ., .gEEET --�� Olympic Design :a f awm w ww mudding D[dEn t CoOMfYClji11 Mw .F . oMi ,'! ,E,,• s ;'^ ` . ,.. . . qA.Cr[000.wA.aft ►.O.g"3M/6ME.E* ►at AMOAu,WASM �. . qs• o. I 22 9• -- - f --- -- --- �[ - - - --- _—-=.7f- f --- _ - - -- - - A VRAtnE0 ENO �� a�� o• la..wCCWfIIOs.•otRn•wl FOUND (Ai, FOUND. N !I\ MAMRD ENO ' 90'0*Ato"O RAME V-10" IA.WAV IIII I _ _ I i •onv.�,t Fc• fro UND. CCl ' FnN{1 Q ' Y 4npp Tr, G'oDin FAAnTf ' ' 3' 0' " _ _. . __ 41-0—`- - '- Cf OC �: • o Oi ; s I ' 5' SQ. s*{. T o&C i oan i_ I f"osolt 0 C� _ G, ' App A'rtHP CON(.OAO I '�r wt,• `O E J.,TC A(:oNtw ( a.A 4.0.FRAME FOA I I , ' i QATE0.DOD4 ('At _— _.._.__.__j ` . 12" NOTES. i, i 1 pIM ENs1pN� Show�I AFF T'> CENrEQ CI GF 'ONC FOCT14's I FOVND (D, Ni I 2. WAIMEE21e,GEO[NNLfi TGE[ PROVI�Uf) I. ( 901T DATTE Out ! M11Cw ea S•E•:LRS i I! F0UNDAT10N DETAILS ­CA � aft I � I i o it I i J 1 22' 9' 2T• 9" -- - 23 •9" - 2Y 9" i2 Al � � ANGELES MILLWORK COVERED SD rOUNDATl0V PLAN �- Olympic Design • 71: PIP GEORGE A CALM* ENil&"Dngp& eoomir"ti"Mm 4 Mwo /1.0.CM.NR WA. M F.0.Ea 7EOf/GWE.hA ►on AyWt.W AMEO2 .• .