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13405 SW HALL BLVD-2 .. 1 i �f 4'CITY OF HARD j _ p ............................. .[ IY- ' + - , •` �. ..r,, hed in• a l r TZ M n 2 WQj d` .......................... ............... --•�--__._. _ ._ - __. ___........- -_. __.. -._«._._- ._..._...-..- .. ___- _. _- ... �. . ,lob Adc;r4' 13Yo 5 �,>,�, �q ) d=�"I �' e'• Off/rop ------- '..-.___}•'�.. .:--et-^.:•r 7*^.;,r-- --- __. __ _._...._ _. ..__ .. -... � �\ I � I 1• � � ' �p,� W. �. ' 1�'I•� ,,'�J �,i/'• •O I IR <� 1171 '/+ ^% • •� �� I I � ._ ;�:,�, ,. f � I ttt:.Movg �.cl� woe.I L.14NT•L3oi�►1� 1 � , I �'Q� � ,,` �,� ��_ �`°.�• � j I I 311.6 u wi Zx.4 %Tuasl. CONTMOJI.ft II I I f �# �• i (r "1'��t��L`R� .:,.. I ' � �, eIl -�,``\ ,� �'� � , cjAT M6 ...�,.,...,_..,.. 11111--- -- �, 1 , 7• \ \ \ / •+. -r•• •;..:�. _V 1 V 1 _ �� L.._ �-' � C... 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WI. ►i p- "a�+' iZ �p: i 7 `rte--- -- =- _---y - —__ __— _ -- ____--�-�---- 't A.C.L q?-' 1 -0. 1 I .I _.._� u tu � 1 1� ,n -�•-1---w+�.�1 J tl,gNaLy,N , 4� •r ,9 J ! � -3_"1 ` � � 'STS» i� �.N b (, 1 t�:�a v� t x r 5T r N<y .-•-„ —_ - _ _,�-__.... __,� Oilr • ,ZIi;K. � �J1� A I1 I i '.h lx14T� MIiT1ER/l'�NE.1.. u II I ~w4r- d " `�D f �1� LL KE-Y I ,+ 1 .. -0 , r ,, t Ax4 ATU P4 j N LLS4 NoTIIE�7 7 i NG.ptw rgr0. H _ _ q, 11 , .. New t�s,��.o✓f,F-- 7 0�' _ +.'�... :10%..-.._-_ _ � 1 I 'TI / !-Q 2.Z.MAiN E R�pc Ctiistfi �` -- _..._. I 30'- �.� ► 3O=Cj1 - =- 5+; r� Rte"MOVF-tP E 1� __0 IZ' G � S�►�� FI-- ' P�1S't-t►.,ce. 1 �_._..__. -__._.__..._. _-_...�._..., - . __ V�R t • 64f Os .� •.,��'►/.S • Pie vrof -T 13405 SW Hall Boulevard PR N►c- N�f.V w�A 4�' •�- e�'�1i X13 1 of 3s a►t?� QN a ; , . Iter',-�rt+�j 6►t,-f ti�gN!t tc� . _..__ .. __ ... ........__. '.L--_ ' ._.._ __. '--- ____ .._._.._�_._�.•X�� Nla 3 U I L�I i•.1Ca I A,.E��.,N, _....__.._......� _.....� ---__._ mill* _-._.,._A�f...,..._._.... .� DI►T!E REV. �, E 1 A' If IlliS 11olicr' .1ppe;lrs cic:u•cl' 111.111 the (ki-11111e111, the rinc11111t'111 is r►1' ur.1r!„irr.11 (111;11i1y. 3/4/97 I�I � I � I I � I � i � l I � I ! Ill I � III ' I I � Ill � l � l �lll I Illjl � lll1lllIl I � I � I � i � l� l � ljl i � l � ijl Ijlll I !jl � lj ! Il �lli I Ill� ill�lllll I Ililiil� lllli IIIIIII�IIIilll I !1111+III�IIt IIIII�IIIII�f INCH 'lMAOE IN CHINAL 1 cm 2 3 1 11 12 13 14 15 IB 11 18 20 2 t� 4 t 21 tl IIII illllllllllllllllllllllllllll�lllllllll�llllllllljllillllll�lllllllll�llll{IIII�IIIIIIII!�Illllllllfllllilllll!IIIIIIII�IIII{!Illjllllilllljllllllllljlllilllll�llllillllIllllllllllll!!IIIIIII111{IIII�IIIIillll�lllllllll�llfllllll�lllllllll�llfllllll�lllllllll�lllllllll�llll{IIIIIIIIIIIIII�IIIII WARNOCK DELTA CALCS 20.10 DELTA BLDG. CALCS FROJECT NAMF WARNOCK BUILDING LT16�p GIriR�sTlP� G►-�JCc- 20.10 DELTA BLDG. CALCS ►�) 20.10 DELTA BLDG. CALCS PROJECT LOCATION TIGARD , OR OJE'T NUMBER D93-177 SPAN 20 EL LENGTH 24 E.L DEAD LOADS EAVE HEIGHT 10 El (NOMINAL) BAY SIZE 12 E7. (MAX.) ROOFING 0.7 PSF I ROOF PURLIN DESIGN SECTION PROPERTIES LOP 2:12 PURLIN 1.0 PSF 5PAN 12 N MISC. 1.3 PSF LOAD {DL* ,L) 56.0 LBS.IFT. OPEN STRUCTURE (Y/N)? grade SNOW LOAD A ' 31.3 LBS./FT. 2X6 2 25 PSF LOAD (WIND - DL} WIND SPEED 80 MPH ALLOW STRESS (Fti) DL+SL 1668 PSI PURLIN DEPTH- 5.5 1N. --ZONE OR C B ALLOI"�. ,7FESS (Fb) WIND 1929 PSI SECTION MODULUS 7.56 IN '3 SOIL PR -S URE 1500 PSU TOTAL DL= 3.0 PSF ALLOW. STRESS!17v} 95 PSI AREA SHEAR 8.25 IN.'2 T T Nsl_ o JJb LBS. MOMENT OF INERTIA 20.3 IN.'4 FA\'F (DL+SNOW) 1622 LBS _BEAK (DLt SNOW) 4271 FRAME ANALYSIS LOAD COMBINATIONS DL+SL(RLL) �EGT10td MODULUS REQ. Lam: WL (+/-) DL DL +SL 7.25 IN '3 titi;tdG .3.50 AVF (WIND) 7685 L%s. STANDARD MATERIALS AREA PEQUIRED (1N"2) =1.26 IN.'2 PEAK (WIND) 2128 )�S, !•IAX DEFLECTION FOUNDATIgh LOADS @ SIDEWALL: OK ROOF SHEATHI NG (min.) NOR CLAD 30 ga �;;0 0.74 I ld. DL+SNOW LAT. FORCE 364 L115.DL+SNOW COMP. FORCE 3762 OK LOS, WIND LAT. FORCE 1254 j, 3 WALL SHEATHING (rain.) NOP,CLAD 30 as 2238 WIND UPLIFT FORCE USE ---> 2X6 DF-L *2 WITH {2) `10 SCREWS EA END `---j LBS. LO/;DS ROOF PURLINS 2X6 DF-L 02 WALL GIRT DESIGN SECTION PROPERTIES LIVE LOAD SNOWWALL GI RTS 2X4 DF-L 01 25,PAN 12 FT. grade i'5 PSF LOAD ( ;'IND) 35.3 LBS./FT. 2X4 1 OTHER NA. STRUCTURAL STEEL A36 (FY=42 ksi min.? ALLOW.STRESS (Fb) Z�:z PSI IN -, � � JJ I GIRT DEPTH: 3.5 WIND LOAD ZONE 90 E;P= B STRUCTURAL BOLTS SECTION MODULUS 3.06 IN.'S n i (� WIND P= 1Qs*Ce+CA#11 PEAK 1/2 in. DIA.ASTM A-301 BOLTS ALLOW. STP.E33(Fv) 95 PSI AREA 5.25 IN -2 EAVE lc ':HEAR 212 LBS MOMENT OF INERTIA 5.4 IN.'4 V N 43 ? BASIC fi��j 21 PSF 1/c in. GIA.,;JTMA-;,07 BOLTS Ce = 0.7 ANCHOR BOLTS 2-1/2 in. DIA.ASTM A-307 BOLTS SECTION MODULUS PEQ. OK OREGONCq= A PEAa REQUIRED OW2) 2.4 1N.'2 Y0 '\ e WINDWmPDINALL SLAB SIDEWALL FOOTING 1- 04 CO NT. GRADE 60 REINFOPCING MAX DEFLECTION OK so. 0.8 11.76 PSF s'F�y M. ``G`�` LEEWARD WALL 0.5 7.35 PSF REINFORCING BAR TOP AND BOTTOM 1.71 IN. LEEWARD ROOF 0.7 10 Zia P5F `.'.'IND!",lAPC, Rt1'JF 0.9 1?.2? PSF CONCRETE ?`00 PSI CO281 DAYS WALL ELEMENTS 1.2 17.64 ;ASF �. USE ---> 12X4 DF-L l'1 WITH (2? *10 SCREWS EA. END ROOF ELEMENTS 1.2 17.64 PSF X-BRACE: SIDE'*ALLS .031"X1 114"ACME HI-TENSILE STRAPPING WITH (3) Ir12 ELCO DRIL-FLE* 3CRE'•:'Iz EA. END SEISMIC LOAD ASK4 ENGINEERING, INC. 1 = 1.0 18765 SE 395th Ave. C = 2.75 Sandy, OR 97055 2 = 4(MAX.) ENDWALL COLUMN (3)Z46 D.F.-+ 02 (503) 668-6550 Per = 6 Y = (Z*1+C/Rw) W = .18W = .54 PSF WIND COYER SPECIAL INSPECTIONS REQUIRED: STRUCTURAL WELDING ''A`: PEP I_I.C.C.SEC. 306) Page C1 11/1/93 13405 SW Hall Boulevard 2 of 36 13405 SW Hat)Boulevard Page C2 3/3193 3 of 36 13405 SW Hall Boulevard Page C3 3!3/93 4of36 13405 SW Hall Boulevard 5 of 36 Page C4 313/93 20.10 DELTA BLDG. CALCS 20 10 DELTA BLDG CALCS 20.10 DELTA BLDG. CALCS WARNOCK DELTA CALCS ENDWALL COLUMN DESIGN-WOOD SECTION PROPERTIES BOLTED FRAME CONNECTIONS tdUM9EP. OF 9DAP.DS 3 - TRI B.WIDTH 10 F? _BOLTED FRAME PEAK- (SEE FRAME ANALYSIS RESULTS FOR MOMENT VALUES) LATERAL BRACING SPREAD FOOTING QFSI N SIDEWALL FOOTING:LENGrH 3 FT (PARALLEL TO SIDEWALL S?titd-HEIGHT OF COLUMN 10.6? F?. 2X6 (X N0. OF BOARDS) SIUE'rMALLS INSTALL ACME-HI TENSILE 1 114"STRAP X BRACE AT INDICATED BAPS. WIDTH ) SEE X-BRACE AND A14ALYSIS FOR TENSION VALUES. 2 FT (PERPENDICULAR TO SIDEWALL) OA -LATEP.AL 176.4 LBS./FT. SECTION MODULUS ZZ.b9 1N.'3 DL + SNOW WIND LOAD FOOTING DEPTH 2.75 FT. ALLOW. STP,E`.iS(Fb) AREA X4.75 IN.-2 ALLOW. VERT. SOIL PRESS. 1 500 PSF DF.-'*2 1450 PSI MOMENT OF INERTIA 62:39 IN.'4 60LT TtNJ10N LOAD (LBS.) 4271 2128 MAX. LOAD T. FTG (DOWN) 3762 LBS. GF -01 1750 P31 '� BOLTS INTENSION GRItIIP 2 1 INCREASE ALLOW. SOIL PRESSURE BY 20% FOR EACH ADDITIONAL FOOT OF DEPTH " AREA OF 1 �'�" DIA. BDLT 0.20 0.�0 ltd.-� DESIGN LOAD BELOW 1 -0 ALLOW. STRESS(F�+) 95 pSl 6237 LBS. MOMENT 2510 FT.-LBS A' LOW. TENSILE STRESS 20000 2666? PSI DESIGN SOIL PRESSURE 2064 PSF SHEAR 941 LBS. ACT. TENSI LE STRESS = 10678 10640' PSI OK AREA REQUIRED 3.02 FT.�2 OK ECTIOtd !'100. REQ. (Itr'-3) DF.-01 15.59 USE -----> 112 in. DIA. ASTM A-307 BOLTS AREA PROVIDED 6.00 FT.A2 GF.-&1 12.91 1 UPPER, 2 LOWER FOOTING U IC-3 1=1G. HOEDOWN 2475 LBS. AREA SOIL HOLDOWN 793 LBS. EA REQUIRED �;i N'2) 13.18 OK AX. DEFLECTION C0NCR•ET17 STRENGTH �J'c) '500 psi MAX. UPLIFT ON FTG 1998 LBS. OK BOLTED FRAME SAYE-{SEE FRAME ANALYSIS RESULTS FOR MOMENT YALUES) (3 6 0.46 ltd. OK ALLO'v . SEAL PRESSURE 1000 PSF LATERAL RESISTANCE CHECK EMEiEDMENT LENGTH) }2! MAX. THRUST AT BASE 936 LBS. L + NOW WIND LOAD NOTE: FOOTING SHALL EXTEND BELOW LOCAL FROST DEPTH. CONSULT HT. OF LOAD ABOVE GRADE 0.5 FT. ~� LOCAL BUILDING DEPARTMENT FOR REQUIREMENTS. ALLOWABLE LAT. BR'NG• 300 PSF/FT. OF DEPTH ALLOWING 112- MOVEMENT USE ---r (3)2X6 D.F.-Ls2 ) DOLT TENSION LOAD �;LBS.) 1622 76$5 TRIAL DEPTH = 2.75 FT. E'LILTS 1N TENS10N GROUP 1 2 SIDEWALL CONTINUOUS FOOTING A= 2.21 AREA OF 1:'2" DIA BOLT 0.20 0.20 1N.'2 DEPTH OF FTG. BELOW GRADE 12 IN. (MIN.) d MIN. = FT. OK ALL01�'. TENSILE STRESS 20000 26667 PSI DESIr_.N SOIL PRESSURE 850 PSF ACT.TENSILE SIRE D = 8110 19213 PSI OK FOOTINIC WIDTH 8 IN. (MIN.) ** USE SIDEWALL FOOTING DEPTH OF Z75 FEET** USE --_---> 1FOOTING DEPTH 12 IN 12 in. DIA. ASTM A-3D7 BOLTS FOOTING I LOAD ON FTG 3762 LBS. 11 OUTER, 2 INNER G AREA; P.EQLIIRED 4.4 FT.'S �ONNECT!ONS DES!Gt'1 d 8.5 IN. 112" DIAM. ANCHOR BOLT DESIGN NORll1 L WT.CONCRETE LENGTH FTG 6'E0'D1;UL+;tJ) 6.6 FT. OK ROOF SHEATHING NIJIMBER OF ANCHOR BOLTS. " STRENGTH (fc): 2500 psi EN7H I G. F.EQ'D (LIFL1 ` c".2 FT. 01; FASTEN TO PURLINS WITH 010 SCRE'orS � 9"O.C. INSPECTION REQUIRED? NO WALL SHEATHING FAS'EN 10 GI PTS'i'!ITH -0 10 SCRE11YS 0 9"O.C. "r" BOLT SPACING 6 IN. DE'IGN '-1 MENT Mu:' 53C17 FT-LES ROOF PURLIN BOLT EMBEDMENT 4 IN. AREA OF STEEL REQ. 11.1 y IN '2 (A.C.I. FLEXURE TABLES) (;ONNECT WITH (2) 010 SCRBY3 EA. END EDGE DI:TANCE 5.5 IN. AREA OF STL. PROVIDED I 0.20 IN.:42 70K WALL GIRTS Dc = 19440 LBS. CONNECT WITH (2) "10 SCREWS EA, END P:, = 20880 LBS. 16000 LES. USE -----> 1 - 04 CONT. GRADE 60 REINFORCING `l� = [TOP AND BOTTOM - 1 '4110 LBS. r"VI FIi! Ur,1 FT (ULT.) 5819 LES. (NO SHEAR REINF. REQ'D) NDSHEAR (LILT ) 3260 LBS. ISEE U B.C.SEC. 2624) D!+SNOVI.�SHEAR i ULT 1201 LBS. DL+SNOW U.B.C. SEC. 2624 UNITY. 0.01 W1 ND U.B.0 SEC. 2624 UNITY: 0.20 OK FOR COMBINED STRESS USE -----> 2- 1 /2 in. DIA_ ASTM A-307 BOLTS I 13405 SW Hall Boulevard p3Qe C5 11 31'a; Page C6 3/3/93 6 of 36 13405 SW Hall 1300evard 7 of 36 13405 SW Hall Boulevard Page C7 3/3/93 Page C 11/1/93 fi of 36 13405 SW Hal! Boulevard - 9 of 36 _..-r..-x.wns•.ye„�y., ,,„ a11+rnRw+•.r.rawx.•tMA....,.r•u^,uystvlAllllP+nrMl'!n+;ra,avYW![ +uw.w..n ' - - 'M4:m .w.,_.i4'^'i'Milltlk'kR1711f`IO/MF'hYMNN71114+W�, _ If this notice appears clearer 111;111 file document, the document is of nlai-g nal quality. 3/4/97 g1111111I 11111 111111111111 NCH MAGE IN CH11 1 1111111 11111 1 1111111�1J11111 1111111 11111 11111!�1�11111 11111111'11111 11111111 11111 11111111I11i 'I I .� I ( I 1 1 1 ( 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I D IIIIIIIIIIIlIIIIIIII Icm -wj 4 I,• II , 24 U I I 11 1 11111IIInllu1111111unlnnlnlllnnlnnllnllnll IIIl.,11lIIll►�,n1llnllnnlnnlnn nn11n11nlllunlnnlnullnllnlllnlllnlllnlllln11n1111n11nnluu 111111111 lnlllnllltnlulllinll1111II►11111�IIIIIIIIInh1IIl111111nIlnululllnll!II11ln1lll� . . I � - � ___ I � . - __ -1 - __ . , ... 11 m I I __ - _ � - - - - - � � I I - - -1 I —— I I -111111111111111111111F - � I .11 . I- _. _ - ___ - Ft:AME Dtiu4-'AM N+i:L Ir7e+_rr. a �Pt�F CIE Ac LO AD, 25 F�,F o►.oN LoAD, 1 2'FRAr'f 5P ActMC+ A20.10i.DELTA)11L.&SL A20.1 O(DELTA)DL+SL 42.0 10(DELTA)DL+SL PAGE Fsl_ r-t'Ah4 r lAC ad e +h-G f UtDEL iudes i(_+SL. Lest modified lb-ff et lU •i8:44 AM I on Wed.r•tar 1993 i i A 8 ' _ C [ D E F G H I - A B C 0 E ^ F G H 1 - �_ J I K I L-1 ti �N I- 0 I P _j Q IRi S i T +►Dove each load aro the maim+u'ies m lh, lb/ft, and ib-rt. I 1 Frurn Tr, Sactiun Lenllth Plument of Section ..-,ec. 5echon 151 _4 2'S L1X1X.109 : 1 .45 O.OL 1 - ' I 1 hndtus of : k" _ _ f�le;:+ to each support are reaction_ in lb and lb-ft. 21.21___-�_____._�__.____.."2121_...__ _ 4MeG ---..---- - -_ _ : C 0J fJ-L 1 : 1 .00 0.1 1 Unit . Total Max. Ten i + ) : Max. Teri.or ; Max. Munlent Max aGs. - . ------•--.-----__21.---•----•-----._-2121_ I ^ -!' '1---•- _- 2121..__._-_ -_..21.21 ._-` _ _ 2 I Wide Waae name ft. - 15 2 L 4 _6 L t.[.' `�' � _ : ^ _ lnertta : modulus . al ea de tt1 t 21..21--. 5n1 J...1 _G L_, 6 G.o8 rt _- ' _ Z I- 4ratior, n tui of _ ?vltrve r'rechons and deformation- are to thr right,upwards, and counter-laockaris�. 21.21._..-.....- -----21.21-.------- -- : ---..2121 2121__.._ 2121__ ._ --_-2121 -- ---- •-•--- _- 21.21-- C'c _ 0 ,S 0.J I 1.50 0.1: r� qu aur s__. . 'x�elah, . 7,elatlt : or comp. ( ) :or GORLMr.: (absolute) bend. :tr. 2121 _ In**4 lura 3 tux*' 1n in '3 ' '4 31 1..•� '?V ,5" ?.81 _ 0.35 0 _'S 0 44-r? OCI�_rj.�5 3 I R�'' tn� 1:Pb'1-tn lb.rff. lb 1 -- -t - _ �__ _ i 4 -1. _FRAME WEIGHT = X208 LLBS_ -�- `� -_i 154 25 ?6 LL'?SZX,125 GG 4 - - t' psi- lb-f psi _ , - - FF'...IE--, "TI 9 - -- - _ ,8- �� 0. 1� G 13 0 4r. .GCI U-1� 4 f - _ - _ _I n •----------- _ 2121. 21.21 -- . ----- 1,_ J EFFICIENCY NCS R1Y_NC. 0.3. 55 __6� L2X_wN.I 1.70 0.1 0.13 0.48 2.00 210__1.5 �5 _ ; _ _ •_--. 56 - 2h 31 L1 5X1 .5k 130 1.40 21.21 0.0$ - 0.08 0.37 1.50 ? .. I 6 _�_tLl _ - n -. . _S -,I _ -� - .�----- 2121' 6 1 2 L?X2X.125 2.00 0.19 • 0.13 0.48 20+' 0.12 - _ -_-- 2121- 0.1 I _ _0.__ l.a_ 3._ l 18aG 00 -a9�5.4L Ly �� -� - y -1 _- -;-2121...-- -- - - - --� ----- -------- n J _. �___ _ _. 2121_,2121__.__ i L 7 1 7 L3i,JX.3? 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Lin..:'.r1..J e9 I ..- li 3Ec . 103 17a45 _ (� ab 0 00 2 t tin 1 A.12 - i1.11 I ; dv I r) S9 lr0 n l in n 00 - 1 156 I i u9. r a9.1 : J1 12227 0.3? : z _. _ • L_ %'S ncl "5 0 00 44645 00-12 _0 14-j - -_ _ - _ �_ ___� _ L� ..1 ---I 5u I u x+ tv0 u.00 0.00 �J--L4 ~ L1.5,rt.5:`t.tJLI- f{ -I 13405 SW Hall Boulevard Page F4 WEE STEEL SALES, INC. 3/3/93 Page r5 WEB STEEL SALES, INC. 3/3/93 Page F6 WEB STEEL SALES, INC. 313/93 13405 SW Hatl Boulevard -� ","r/9T 14 of 36 13045 SW Hall Boulevard 13405 SW Hall Boulevard Page F r WEB STEEL JALcJ, INC. 5 . 15 of 36 16 of 36 17 of 36 If this notice :r1�pe,rr�. c•le:u•c�r than the �/�/�� documeriit, the document is of marginal quality. W j 1111111111111 !III � II� IIIII I IIIIIIiIIIIII I IIIIIIIIIIIIIII IIIIIIIIIIIII 1 IIII!IIIIIIII'1 IIIIIIIIIII11 I IIIIIII1111%11111IiIiIIIIII I IIIIIII1IIIIIII I IIIIIIIIIIIII IIIIIIIIIIIIN INCH MADE M CHINA I 11 14 IlllllllillllllllllllllllllllllllllllllllllllllllllllllllllllllllllllilllllllllllllllllllllllllilllllllllllllllllllllllllllllilllllllllllllllllllllllllllllllllllllllllilllllllllllllIllllllllllNil11,111,111,1111111111111111111111111 Illlill IIIIII11111111111111'illllllllllllllllllllllllllllllllllllllllllllllllllllllllill llllll llll - - -- - -- _ __-2121____--. _66, I .-----.---- __.1___________- ______._ ____ . I—— _.__ _ . __ __ _ ___ __-____1- - � ___ - - - _ -- I-- - __ - . - _1______-_ - I I .-1-- � - .--.. ___ __ I - - - - - _2121 2121 2121__ - - --_2121 ._ 2121 _ _ -_. _.2121 _ _"2121 . 2121,. -. A20 1 O(DELTA)DL+SL FRAME DIAGF-AM DL+SL FRAME DIAGRAM DL-4.&L rrYl"UT. '.`? P9r [>[nc toM, :9 E'1 CMot►LOAD, t2'rP!AMC Dr ACIrMo IMPUT: 3.5 P9F DEM LOAD, 25 P:'F SHOW LOAD, 12'FPArr SPACIMC+ FRAME DiAGF•KM- WIN[j r--T a�(� c nvrur �o r rn wnvr•,C?V oe+_nac c•, i Z,rr+nr1r orncrnn nD i A� AF � AG AH AI AJ AK Al �� P��lic F� PAGE F.12_ 51 1 0.38 � NU � U uu � u - F�Mr-iE MAC file• =t 120.101DELTA)DL+SL.Last modified at 10:45.44 AM on Wk.filar 3, 1993 FRAME MAC file: *M.20.101DELTA)DL+SL;Last modified at 10:48:44 AM on Wed,Mar 3 199x' t.1tfCLL'DES 1 'Ot'EP.HANu) _....._..._ _. __--'- 0 . _ 0.42 NO 0.00 9.00 --- -- - - - l ton. X= �.0 - 1 l ft. Location: X= 12 _ . to ft. s 4 15 L 1 a 1 .1 U' _ Nnde nunnt-er-, 5 Location 0 Y - T Wndo number" 14 Loc % 71 ,Y 17. F'ALAE 'w' 24 ZE' L1_5X1 .57;.130 ' c"1F u unrestrained. dude t unrestrained. CD Ar i�1AC file *M?0 fOr.DELTAjk'IND;Liss modified a' I 1 :zt• 0E AM on Wed,Mar a' 1993 M[i `�, UC+ G_00 the magritudes m 1h, lb, ft, and lb-ft. -4 1 ZY,ZX.^S Abo'•e each I03-1 :re _ �~ L ="- No loads currently appheu on this node. No loads cuff applied on this rude. fV� t tv ract ;u«t'ort ar c reaction r•, 1L and Tb-ft. 54 i U.o3 NO U.00I 0_00 75 - 55 - 0.4� NO 0.00 --- 0.00 -,`'-�ti L��:n_1?5 F=:» r F c - ' L6 38 L`X2v 1 �J - lir a tiiru and deforrratli;1-3 al•r to the right,upward:', and counter-ek-.&Wlse- _ . 56 I Vi] tib NO 0 00 0.0026 31 L1.Sz1 .5X 130 X57O NO 0.00 _0.00 •----_- ______.._.__._._. _ i58 _.0..4 NO- 0.0_0 0.00 _. _ _32 L-jX3.'-37J 59 1I �G OUB Ni' u.uii_0.00 �, L i.5. - 20 0.00 ---__' ' -i 1 .5� 13U 0.1- NO 0,CiU G.11lj . .� ' _ 622 U t,T - N-C- Il[��U.UL -8 34 L1>;1?; 109_ ! I _ _ 30 I Z _ 0.14 - NO 0.00 0_00 - � G z L`�`)'-1'c ConneAed element--: 't C d elements: 1 164 w G hr; I -- 4 �5 _ L1X1X.10Q_ tnnecte eats: 17 2 _ - _ . ----...- ' N- _ ! _0 Lel-+ 0.00 - C.�3 W0, _ C 00 _p_rl0 `- 29 -« 36 L1X1X_1 Oa ._.• 1 Q : '"1 L 1;.In 109 :ad_ irvrf� conriv ted element_ 6fi �- 0 31- NO n 0�_ ' O oQ ---=-- -_.•- rr t 4 1 �o� f u cued elements. d. from c nnr - -- -+- 36 L1X1X 109 e Tu thr right Upward_, I:uunterclockwisi, Node at To the right Upwards Counterclockwise 6i I 0.71 Nu O OG 0.00 nihor and 1D >h lb Ib-ft F68 _O.ZQ NO 0.00 `�--� -_ 30 31 L��i2�._125_- lo th-f+ nthpr Pnd 15 ` 6y !�0.4; N_Cr G.OI 0.00 3_0_ 37 _L1::ii.l6l �° -3 1279 -131 '0 26 -8 _ 0.00 38 L1 .cX1, _5., 1 �'li 7�r 344 131 17 -4271 -16 8 _ '1 0 1 701 U. i; iJ0 O.OII C.OU _ _._ 4 -5 7 ---- 1 3 7 L Zh Z�;�Z c I 11 308 -939 423T -10 0 1 NO -939 0 i 72 0.34 NO :,t 33 ��__�? r _ 0.00 0.00 - T�.�C 73 _0.11 NO 10.00 0.00 34 .35 L2�;2ti.125 E74 0.15 NO 00 0 351_0.09_ NO 0.00 0.00 , ----- 36 3 r L'J.�X`1 F --52 f , FX44 t (_76 9.59 NO 0.00 0.00 :i 38 LZX�.1875 YM� _ FYFf--14 F; =-52 FY= 2 ��'--T 1- FV=-243 FX=41 F'''--1 C•FY,= FY=-31--, -31 FY=-c43 FX=41 FX=41 him- 'r'11 P-� ,•�;� 22 FY=- 43 FY:-�4 FX=:G I r 16 �325 13 /j, 7 =t$0 11r 1• . 21 4 o �G T �- T,. F.='=170 r / 1 -41-i 4 1 I .0 38 F- 176 1!1 fi ! J 34 Rte;= -t 2y141 _ f Fk 88 =}1 .fir,b RfX�'1_ :8? J �y�7.2•J t 13405 SW Hall Boulevard Pa�-; F8 WEB STEEL SALES, INC. 313/93 13405 SW Hall Boulevard 13405 SW Hall Boulevard 18 of 38 19 of 36 20 of 36 13405 SW Hall Boulevard 21 of 36 20.10 'DELTA' SDEWALL X-Bi,^rE ANALYSIS INPUT: 80 MPH WIND, EXPOSURE 'B', 12' FRAME SPACING,1991 UBC PAGE W FT AHL DIA=AM- WIND rF'Ar-IE GIAGF'AM- WIND F FAME MAC file: 20.10(DFL)806.SIDFWALL; Last modified at 5:36:15 PM on Mon, Nov 1, 1993 Iry`' `'O f`fPti 'tN:,E'POSURE V. 12'FP AME SFACIMO rr.„-rr ?n►ern wrrra,Crsroc+��r-r C', r2 rrnru orncrreo Disp eyed on each element is: Max. tension in units of Ib. (11"ICLUDE5 1 Q%,�iAhtG) f►fV D,CylC 1 OtIEPC', 1 G) Above each load are the magnitudes in ib. �b/ft, and Ib-ft. PAGE V z Next to each support are reactions in Ib and Ib-ft. "'At"IE MAC file: +f•120 t&DELTAI'- IND;Last modified at I 1 26:02 AM on Wed Mar 3 1993 PAGE '' Positive reactions and deformations are ;o the right, upwards, and count er-d ockwise, Node number: 20. Location: ?;= 12•-1 , Y= 15.59 ft AME MAC file -M2C1.101'DELTA11r'IND;Last modified at 11 :2r•02 AM on Wed,Ma, 3, 1993 Nude LF unrestrairred. "lode number• 1 2. Location: Y, = ?84,Y = 13,.13 ft. Nude a unre_trairned. No loads currently applied on this node. N., Dans currently applied on this node. FX-677 4 6 1. \ i / �� Connected elernents: --��^ 5 Connected elen-ients: I 14 Q 8 0 0 I \ 1 . 1 Liad fruri� i:ivin�i:red elements. I q I 1 uial1_: from connected elements: Nn+]e at Teti the right Upwards Counterclockwise Nn6 at To this righ` Upwards t cxrntercloaliwise RfX -677 RfX= / ':the••- en: It lb lt-ft nihertlend lb lb lb-ft_ = Rf''= -530 RfY= 53S 3 19 4 8 12 14 3086 88 -ff -1890 -1316. i JG -�,2.J -1 -614 6.46 -274 21 -028 730 0 13 1885 2614 69 1i -242 -2+83 4 6 -4375 4361 9 t� 11 23 0 F�'= �' 5! �los =' 7 �� ►-I M>rAN D I 4j V4 4-bty t�-x..�►� 12.' O' 13405 SW Hall Boulevard 24 of 36 13465 SW Hall Boulevard 23 of 36 13405 SW Hall Boulevard 22 of 36 If this police appears clearer than the �/�/�� docttntent, tile umm e docent is of arginal gtiality, 111111I !I �I!I lmi !lil !Ij1 1 I�I�Ill�ljl�l I ►IIIIII�IIIII�I �Illllljlllll' I ►III! il� lllll I IjIjIjI� IjI �11,I Ij111j111j111 �jljlj �� Ijll� �IIIIII�►IIIIJgJ1111111 24 X j�j� �jl ,iilj�!I!I i INCH MAGE IN CHINA IL dwoushimmidw� . I!Illllllllllllillllllillllllll�lillliilillll(I;linl!I!nl 1u11nlllnllIII!!I!Inlnllhlnhlli!nnlunlrnlnl%IIIIIIIII!IIIIIIIIIIIII�IIIIIIIIIIIIII!VIII!IIIIII!IIIIIIII!1!III!IIII :>' ' nlnnllnllllnllnllnnlnnlnnlnnlnn!nnIIIIII!nllnll!nnllnl!nnlnnllullnn�l�l - 24r_orr Ct � SHEAR PANEL EDGE ROOF PURLINS NOTE: SEE GENERAL NOTES (SHEET N 1 ) f� STRAP EA. 5tt3c. ( PER SHEET N1 FOR ROOF AND WALL PANEL INFO. (Sm 713k — �- AN 7r� 3 WALL GIRTS EDGE OF ( . . . . . . . .(PER SHEET N 1 ) NEW POUR 1 S1 FRAME FRAME FY P. FRAME ' r OOTI NG1.4 t • t I j \Z TYP. X-BRAcE I 1= •� I t SEE 1PS4 t �DGE Or 4` -4 t EX I STING SLAB \. A+ 1 ~ tSHADED AREA INDICATES EXTENTX t 3 i OF PLYWOOD � � I S4 L WOOD SHEAR Vv ALI • � � t t SHEAR PAN 1 � ,� t t t E_ HOLDDWN, N I .�� TYP. (2 ) PLACtS SIMPSotJ ! t 4 FT S�;EAR I M Ph-t+p. t pANtL. 5Zt 2/ 1 t o 8 3 2 SIDEWALL ELEVATION 3 SIDEWALL ELEVATION 1 i 1 L—mow--• t��.� �H,�e�R W t t NOM* USE 3/8" PLY WOOD CONFORM I NO, TO AS T M STD, 25-9. NAILS OVERHEAD DOOR T` PE TO BE 'COMMON' OR GALVANIZED 'BOX'. 2) PLYWOOD INSTALLATION 0 PT!ONS: A) COVER ENTIRE WALL WITH PLYWOOD, INSTALL NAILS 0 2 SHADED AREA PER NOTE I AT NON-SHADED AREAS INSTALL 6d NAILS @ 6'' Q.C. 0 UNBLOCKED PANEL EDGES, 12" D.C. ELSE W�-ERE. , I B ) TRIM 1 /2 MAX. OFF OF CUT-SIDE- F F rr_c PLYWOOD c SHADED - � ACE 0. GIRTS TO R�,._�S I G DED AREA. INSTALL NAILS PER NOTE 3. w� #� 3 ) A T SHADED AREAS, I NSTALL od NAI LS 0 6" D.C. 0 BLOCKED PANEL EDG , 12 O.C. ELSEWHERE. 1 TYPICAL FOUNDATION PLAN 4) HOLDOWN STRAPS TO BE INSTALLED ON EXTERIOR SIDE OF WALL. It. OREGG, NO SCALA_ S �V 30, TIGARD _ R ASK4 EN E GiNc�RiiVG INC. ^� .-18755 S- ?o5,r AVE 13405 SW Hall Boulevard TIGARD4 SANDY 0 R '' " j �� '� � � 3 25 of 36 OREGON 970-5 YL. 1 R .. ,. .111 i.,. ., " ,. ♦ ¢�nrr1R;41`�i!•rH'*7w1i5!19'.Ps,�^a.,..aMer!gyy� :..*.rwr:,y�;Ky�y,.�,,, If this notice amwars clearer than the document, the document is of marginal quality. 3/4/97 ' Il � lI � IIIIIII 1111, 111 IIlIlIi Illllli 111 l l � l I I I I ( I I I I I ' I ' � ! � � � � � I III � IIf _ 1111 lllll � llll � illll ( ( IIIIIII � INCH I MADE IN CH INA I I I I I I I , I IIII � II IIINIIIII ► III ► I s I l l l l l l + ( I { I I r .t � SII III + ! I � IIII � ( Ifllll ( I i 1 t t IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII{111111{IIIIIIIIIIIIIIIIIIII111{11111({IIIIIIIII1111{IIII11 1 "' 14 '� ti ' ' t13 �4 { IIII,IIIIIII{1111111.111111IIIIIIIIIII11111i!!{i1111lIIIIIII111!IIIIIII1111111I111111{IIIIIIIIIIIillll , �81 � i1 t� is = 6 X sill:{111111111111111111{111111!III�111111111111111111111{{111l11{1{IIIII1111�111111li1 l I. EDGF OF PLYWOOD SHEAR PANEL 3 • 2 ' S3 1 2 S2 � � :. 2 PEAK � SAVEI CS 150 CONTINUOUS STRAP(S) EDGE PURLiN W/(3) 8d NAILS IN EDGE PURLIN WALL GIRTS OPER SHEET AND (3)8d NAILS IN DOOR JAMB. N 1 )SIDING NOT SHOWN O �. DBL 2 X BLOCKING NAIL AT 3. O.C. IN BETWEEN. 1,;TrcAP FOR CLARITY. 0 08L GIRT ABOVE IS NAILED TO OUTSIDE OF PLYWOOD. :2 DOOR SEE ELEV. 2/ 1 FOR NUMBER OF STRAPS. � CONCRETE NOTE: PLYWOOD NOT SHOWN S2 DOOR JAMB 8" MIN. FOR CLAR I TY. 2 SHEAR PANEL EDGE STRAPPING 2 N.T.S. ENDWALL EXTERIOR ELEVATION 2 OREGGN 30, M. L\G 2 . ASK4 ENGINEERING INTIGARD C. ER 18765 SE 3©5th AVE armm �� — � S �,�.� 13405 SW Hall Boulevard �' �A1\iDY� OR 97C�^ j it ' 3 26 of 36 _ ARD , OREGO14 If this notice apped-tis clearer- than the document, the doctiment is of marginal quality. 3/4/97 It"11 11111111 Jill tIMADE INCH IN CHINA � IiIiII i � I I iii i Ii It ► i li° i l i i i Ii II i � i Illii � illliiI � Iiif sI iI iI r � I I I a ll IIIIIIIIIIIIIIIIIIiIIIIIIiIIIIIIIIIIIIIIIIIII I ' I t t � 14 is t� t� 11 t t t� II IIIII�IIIIIIIIIIIIIIIII�IIIIIIiII,IIIIIIIiIIIIIIIIIiIlllllllllillllllllllllllllllllll111111111Illlllll�lllllllllllllllll�Il I I I 4 t� t� t� i � III IIIIIIIII,II,IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIII{1111IIIIIIIIIIIIIIIIIII IIiIIIIIIIIIIIIIIIIIilllilllll I III III 9*-8 1 /2" 1 *-8 1 /2" T-0.8 typ. i T- 10 1 /8 X53` r 12 2 B B � A� B � B B � o D A \1A SEE SHEET N 1 / SYMMETRICAL 2 FOR PURL IN ABOUT A 53 BRACE N A NOTES 1 .USE BUILT UP C SECTION AT INNER LEGS AT OPENINGS 7 A WHERE GIRT BRACES ARE NOT POSSIBLE AND AT bo / 0 OUTER LEGS WHERE SIDING WIDTH 15 LENS THAN 2'-0". USE SAME SIZE ANGLE AS LEG MEMBER ( SEE 3/54 ). A \ 2. FOR WELDING REQUIREMENTS, SEE SHEETS S3 & 54. a A 3. TOTAL LOAD = 28_5 PSF , WIND LOAD = 90 MPH , 'B' EXP. 4. FRAME SPACING 12 01 5, TOTAL FRAME WEIGHT = 208 LBS. SEE SHEET N i ICES FOR GIRT UPPER CHORD..L2X2X. 125 BRACE LOWER CHORD..L42X2X. 125 INNER LEG..L2X.;.X. 1 �5 \ 1 OUTER LEG..L2X2X. 125 S3 A..LIX1X. 109 B..L 1 .SX 1 .5X. 13 0 p �F C..L2X2X. 125 I N E ' D..L2X2X. 18T5 414389 C GARCON �q Y 30, �° s FRAME HALF �T �`G� 1 13405 SW Hall Boulevard N M NO SCALE 27 of 36 J 11E ASK4 ENG;NcER1NG INC. 7E11 - 2 - 13 1 _ Yrs 3 FRAME ELEVATIONr r �� I / � _ T�� 1876: Sc 395th AVE g SANDY, OR 97055 If this notice ahi!)ears clever than the document, the document is of marginal quality. 3/4/97 � I� � I � � � � ► I � � , � ► � i � ► � � ► I � NI � i � � III � I � � I ( I � � � � I ( I � I � ( I ( I ( I ( ( � r � � I � � ' � � � ! � I , I I I III Jill I I x INCH MAD � IIII I II ` III I � I I lIlI III IlD l 110 � � I III III , I � li ( Iflilli ( i S 1 1 t 19 14 1S 1i 1 11 1� 1 t c� 401�1111(IIII1IIIIcmIll IIIIIII3IIIIIIII!Illlllllllllllll�llllllllillli!Illll�llllllllll!IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII!! llllll,Illilllllllll11111lllllllllllllllllllllllllllllllllllIII!!�!IIIIIIIIIIIIIIIIIIIIIIIIIIIII �� 21 3 IIIIIIIIIIIIIIIII!I11111IIIIIIIIIIIIIIIIIII!IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �; oEVTj.) (to . 101 104 DOWELS • CAS NECESSARY ) EDGE OF EXISTING SLAB 0 N 3 1 /2"CURB EXTERIOR EDGE OF NEW POUR CONTINUOUS TOP AND BOTTOM LIP AT St DEwALLS • NOTE: C;NCRE 1 E SLAB t 1 - s 3 CONTINUOUS TOP aN CENTER ) IS D 30TTGM E ANCHOR AT ENDWAL-S BOLTS ON FOOTING, UNDISTURBED GROUND UNLESS OTHERWISE SURFACE --• 6 X 6 - Wl .-4v. WI .4 W".z'_DED WIRi NOTED ON DRAWINGS. MESH - - LAP SPL ICE 6" M I N. (3)-*4 BARS EA. WAY, A YAR!ES Pl A N 1�1 liol TOP AND BOTTOM Ell ,`4 VERT. AT EA. CORNER � —2 -7 NOT=• N �° � 1 . THICKEN CONCRc T A;i RECU 1 RSD Ti, ?ROY I DE 3" M I N. GF CONCRETE COVER �*t ON ALL ANCHOR BOLTS AND REl NFORC{NG AT SURFACES I N CON i ACT W 171H • r e $" 2. DEP T H OF FOOTING 3"CLOW SURFACES'O` N tS THE 111NIMUr.. REQUIRED DEQ T= FOR STRUCTURAL RESISTANCE TO LATERAL 3" CL R., TY P. '� '' ` LOAD I NG ONLY. CHEK YY I T H LOCAL 3 LDG. DLEPARTMENT FOR F ROS T LINE REO'►SSME f vFyAjinNy . OREG� 2 SPREAD FOOTING DETAIL s 'I Y30, EDGE 4F SLAB DETA I L 13405 SW Hall Boulevard N 28 of 36 O SCALE BUILDING TcE CA7 -13 1 IF re,raa x x - 2 S � - ..wr..,. If this notice appears clearer than the document, the document is of marginal quality. 3/4/97 �� il � iiL � lilili ili ' ilil + I + i + li + I + I + I + � + I + I ► + � ii + III + ► IIIIII � I ► I ' i + I ' I i + � � + I I ► I i � � ill � ll IliNll IIII � I � ( I ( � IiI ( iitllllllill , ll INCH ' MADE INCHINA � I I I I I I I I I � i � Ililiii iIIII I I I III ( I I I I I I I I ) I I I I� ' 1 cm Z 3 4 f I I I I I I I I i ! I IIfIIIIIII(IIIIIIIIlIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIiIIIIIIIIIIIIIIIIII iIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII !I � �! II IIIIIE,IIIIIIII�111lIIIIIIIlIIIlIlIrIIIIIIIIIIII27 tlIIIIIIIIIIIIIIIIl�I!IIIIIIIIIIilllllilllllllll 2! ! . IIIIIIIIIil111111111111111I1111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIII111 . C 3 12 x 6 aF--L= Z 0 2 X 6 P.T. SILL pLA1F NAILED W/ 16d NAILS L3 x 2 x 3/16 0 - o (�FT VM • D= ! 6' OC SERE X 5' LONG 0 ( 3 )0 14 X 1 1/2' LON6 C 3 )*14 x 2 1/7 LOW 2 X 6 FASCIA LA6 SC WS EOUALY ( 3 )z 14 X 1 1 /20 LA6 sc�Ws EouAtlY sl,AcEl��. SIDE LONG LAG SCREWS- � SP�CFn-��. stoE ( 3 ) 2 x 6 DF-L= � . EACH MEMBER Lax x MAIM w/ 16d NAILS C 3 )'r l 4 X 2 l/1 2 3/16 LONG LAG SCREWS- X s Lam-7W 4p 6 OC STAGED EACH MEMBER mom a 1 ENDWALl. COLUMN BASE DETAIL FRA1"� S2 �— STUL FRAME 0 2 X 6 DF—L-w 2 PLAN VIEW NAILED W/ 16d MAILS 2 X 4 DF-L *1—\ � 6' OC STAGGERED Ho�RtZ GIRT � L3 X 2 X 3/ 16 � X S" LANG ,�. POSITION OF FASCIA 2 X 6 FASCIA 0 I NTERMEADIATE C 3 )*14 X 2 1/7 LONE SIt*PSCN A34 FRAMING 0 LA6 SCc dS EQUALLY ANCHOR W/8—U NAILS POSITION OF FASCIA SPAC- ' -E-A. SIDE O ( 3 )*14 X 1 1/2• LONG O C�t1TcR , I/Z' DIA. R-307A.B. — LAG SCt•=WS EQUALLY E?" S:-DDED, 4 MIR SPACM-EA. SIDE 2X6P.T. i C 3 )= 14X 1 1 /2" SIL►. PLATE IIIr„• LONG LAG SCREWS- EACH t'1cM S tR tl • • . • • ' " • 2X6PURLIN24" O.C. • C 3 )2 X ,3 DF-Lm 2 . , Q Ppb NAILED W/ 16d MAILS C0RC 'i� G I N 6' OC STAOGERED a FocNDA71ON � 6• MAX» 6MAX. 41438 �'� � 3 ENDWALL COLUMN T � 4 FASCIA CONN. 2 ENDWALL COLUMN/GIRT CONN. DF-7A1L OREGON S2 13405 SW Hall Boulevard S2 29 of 36 0, BUILDING DETAIL By DPs TEE QA�� 3/91 If this notice appears clearer than the document, the document is of marginal quality. 3/4/97 MI 11111111llll IIiIIN � iIi ► iti ijillll � lllll I � IIIIIII IIIIIII IIIIIII � I I iii I I I I I I ! I I t j: CHIN� INCH MADE IN i I I I I I I I I I I I I I I I I I I I I I I I I I I III I I I I I I I I I a � IIIII IIIIIIIIIIIIiII ( ( (. i Z 3 cm I I I I I I I I I I I I I I I I III I ,ti 1 IIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�llllllllllllllllllllillllllll�lllllllll.IIIIIIIIIIlIIIIlIIIIlIIIIIIII,IIIIJIIIIIIlill,IIIIIIIIIIIIIIIIItllllllllllll111�111111IIilllllllllllIII!fllIIIIII �IIIIIIIIIIIIII IIIIIIIlIIIIIII3IIIIIIII N J SM 9fcT All FCR WT AN10 =zT Q1P yFQj'lATX" 1/2- A.-a Imaz 8O1T5 46 &ALME FRANC SmIW6 MAT SIAL PtlRt,lN i A '_"_ - TCP 04= L2 X 2 X 1 /4 A PT. L FaMAT N ME sm=-T C1) CZN c CN . PT $ EA END ICZN, - ON P T Ir & f t 2 1,7' MA AU6H E� P T V ! D EX I END 6" N IN. BEYOND NEXT 1' mx W/ PT. "A' D I A G BOL' oN BOLT , , AL LOCATION. LAP SPLICE - I ° � �• A 6 NIN. WITH 1 /8" FILLET WELD 5 1 /2.. l ALONG ( 2 ED I —I ) GES. 6 �.�. N I v iYF a 80TH LZ X 2 X 1/4 . ALL L2 X 2 X 1/4 CHORDS % � �" M Ip . ?'�. 1/2' 01A. M�6tS U ... A-3o7 y � M�N . � ; A.3. MOM A � ToTA V — >'T. i' MIN. Xe.- AND2 FRAME PEAK DETAI L SPACE a 6--0. - � & ALIGN ALIGN ID6E 53 •A• W/ 30LT5 W/ PT PT' Ir NATES: g;L, PLA --� �. 6.. 2� ��.. �= k►) � SES 2/34 FOR ADD- 1006 DD-10"' Lcmrrm TTIONAL WELD INFO. --�� ON .r:A• USE i/2' -'a,-1 SE10' BOLTS * L TIOn <, n P 0`T I ON A-A H0111tI�i. G t rr r tl' w #?438 41�l �A'°F BASE DETAIL `� S3 2 FRAME EA VE DETAIL mom W SCAU S3 OREGON 13405 SW Hall Boulevard 4'�y 34 30 of 36 Sir �5 BUILDING DE-FAIL DPB am =Lam x ^— S3 If this notice ahhear°s clearer, than the document, the document is of marginal quality. 3/4/97 ' tllil1I1IITlt 111i1IIIllllVII ` RlI � INA' NM� EI I1 I1 I1 11 11 11 l II ' I1L1 II I I I111II � I1 II ; 1f 1f1l ► IllI iL � I lI ► 1I , i I ll � llf llllilllltll ju 11111!'II111l1i(��(IIIIIIIII�,IIlI1l�I!!�IIIII�IIIIIIIII�IIIlIIIII�lIIIIIIII�IIIIIIII � ► � t� 1 to to I i (I!!II!!I�(IIIIIIilllllll�lllilIIIlIIII�IIII�IIII�IIIIIII1111Illlilll�l11111111 �I 4VV i III, I.II+II(IIlIII�IIiII!!!lIIIIlIIIIIIIIIIIIIII�ilillllllllllill I ' 3 i IIIIII�III(�IIIII1111�11lII!!I!�lIIIIIlII�IIIII N N �5= 1. TIGHTEN STRAPS AS TIGHT AS P=I SLE BY ' HAND BY ATTACHING ONE END FIRST AND THEN ANGLI NO A SCREW I NTO THE OTHER END, THEREB Y P ULL I NO THE STRAP T I GHT. I F THE STRAP I S NOT PROPERLY TENSIONED THE BUILDING MAY EXPERIENCE EXCESSIYE MO'YEMEKIT. A T TACH AT BASE OF COLUMN IN SIMILAR MANNER. PL;;Ll 114 OP ut 2T • - r•••►Rht n 1 REC-D TO A-A,N NOTF'}: jS�"'IFIL W. 6" ' r 1 . __ -I\• 6,06-D3. F RAMS —�� I TOP OF FRAME ., �'rt L_C Sim TO • 7 K 7r w• t • v111T�V v 1 1 —5, 1fr:N�r �t ; 1 TOT w _I�u I // D„wC.) N - • � G' ON 1 I _ ACTME 1 - 1 /4 HIGH TENSILE •' BV2- 12 3. wE_D _B- _ -- "M 1 STEEL STRAP P I NO W/ 3/4" \ v WHEN s I STAGGERED HOLE SPACING „- A 2- 12 :ONS I T I ON,c. 1 CONNECTED TO FRAME W/3 EA 1 :.LCO DRILL—FLEX r 12 SE"LF ` A 8 ISD —^7—' TAP P I NG SCREWS.( AT 8 F7. l ,M� .tet,_� PAN— yP OI N Sl,•~- :r„ } S►r,�/ V � Ir ._. 1✓_. J /� I 1 ♦� V• X11 w.• 1 BAY SPACING A MIN OF ( 2) BAYS FP-A-l= JO NT AT 2—MEMBER CONK, ..�f ._D w__� IS PAST T:A SIDE MUST BE STRAPPED. 'ANE_ POINT • C H 0 R D sTIFr NER W�>nIN V��LD I NC R�QT S 1. C_N i_=RL I N:S Or W3- MEMBERS SHA'1 A!ION AT C071"1014 P-1 . AS SHOWN. 2- WELDLie SiL TO "MATCHWEB _1 T1 - _ / j X-BRACING CONNECTION DETAIL = _,,: y .�� "�tNJ`� �`� !� •• I ,10, '" p RB LT T 1407 , �c�c 0 ...tOAYN� WE! D ON SACK I. M I K. B �- I�IO" ON ;ROK-1. F Ra"'iE JO I NT AT 3-t='MB= CONN. 0R=G0�r is �yq Y30,M. Y 2 FRAME WELD CONNECTION 54 13405 SW Hall Boulevard 31 of 36 BUILDING � '-r- . OWN%cl � I � TE; By DPB Em 3/91 Ski S4 L y If this notice aPtteaa•s clearer than the document, the document is of marginal quality. 3/4/97 VV i � IIII ! II � IIIIIII III ! lII � tIIllli IIIIIIi � IIIIi I � IIIIIII 1111111 I I I i � i I l i l l ! ` I I l i { I I t � � INCH ' MADE IN CHINA ! I I I I I I l III I I I ( I V I I I V I I I I I I I I I I I I I I I I I I�� C � III III II IIIIIilllll � ( � II III III IIIlII IIIIIIIIIIII �IIIIIII1I4IIIIIIIIIIsIIIIIIIItIiIIII�IIIIIIIIIIIIIIIIIIIIIII!IIlIIIIIIIIIIIIIIII�'llll II►�It�IIIIIIIIIIII !Ill!IIIIIIIIII�IIIIIIIIIIIII1111114-11111111,111111 1111111111111II11I11t�1iI1 1IlIIIIlII�IIImIIIIlIIIIl III:II1IIIIIIIICIIIA, 3,' ,� . * . > 2X l ST'c:L MAt"ETYP . INFORKAT BUILDIN _Q FASCIA BOAR PURLINS 2 X 4 HWER L, DOUIILZ GIRT A110YE DOOR WITH TYP. CLIP AT EACH EHODES 1 GN ROOF cNOW LOAD: 5 ��t OF EArx GIRT DESIGN WIND S P EES: ___..`jo mph, EPOS U °?=7 . � TYP. GIRT PER BEDS. DESIGN SOIL BEARING PRESSURE. pst I INFORMATION NOTES (Z) 16C NAILS 2 X GIRT (NOTCH GIRT 2-5. mAz. TO C` AR ,ENDWALL RAr ► . ) *- ROOF PURLINS: 2 X (o = Z- 0 24 " 0.C. GIRT-TO-FASCIA BOARD DETAIL WALL G I RTS: 2 XF + ! 24 " 0.�:. ALIsN THIS FAa WITH BLDG. EXTERIOR NOTA 155:, ( 1 ) 3RAC A5 SHOWN AT AL1, GENFRAL - NOTE5- 3 _ GIRT BRACES', "SE (2) BRACES (ONE =A2 X 10 YEAT. ST E=- M At,1 - SIDE) AT PURLIN 3RAC=S. HEADER 12) Jr 10 V �__ 1 . wNl KAC �./R/O N'"� 10 ! `�lF" A.N^ MNF'awn � � .'NONI—i "IN 2 X HORIZ _. V wl 1 M6 i t-...._ w.V61 i I VI v "1 D^ - "RAS°— SCREWS � (NOTCH �1D5 TO �� DIMENSIONS ANC NOT IF`! E UGIN'=� Rz... SAA_a_ � � rr- ..sl-1oN o- �— __. .. RDI NC Jl...,n_. _NC. R,,.n G1R' jnA� ,t,'~ GIRT DOTH lF \ 1/8"' S+i,R i OF WORK. • A REC*D) ' - I�1 / ^ C� � /�w—�!t ^ �1 �I\C .�Rr l;�v R/1%IlhaA � }� 1 �t� �. INk\ • _ �I _ ANS ► Nt _NC_, �},. PURL 1 N G , ( • • I C 3 W`cC .,�,� K N ,f L./"1 V t'1 v v .�'� _` .- �� n I . ,+ _ _D _. _�._,�.,� ONL . . DC NO a S: AL �`WI NC \ NAILS PGKPCvES. 10. Ll X 1 x . ,,09 rt; : I -`E.N 2 SOC "S: � 285 CAY5 FRAME I 4. Nr;.;R-C,', NG J H� 5HAL1 %�Nr JR"" TO AS7'11'"' A 5;ZAv` •, = / L1 _TYP. BtRT �!PSARA �?ND !ARC�RuRt-.DE .'4" -.,rZ = 3 ' Fs� Y�=.•'D W, , E/+� ^^ t _ r) _� _CONf�R"" 'V �1J1 iii l!� 1 �1 �1N. Y1T✓ vl t�. { "t170 ks 1X1X .109 BOLT ( `-- LZ: L : I/$w 8' ! _„ TTP A7 �•¢ C �RJCTuRAL SI � SHALL C'w"NF0'P T C i r:i r;,L:.0 143 S I AN;..�tt�5: TYP . GIRTIRURI IN BPS F DET& tl ,�_.�_ L E�. E�iD :7o eta ! D.C. WIDE =LANHAND C:-4ANNE? SHAPES: x,5-1 1 A-3-50 r NO SCALE E,R, 1MAY ANG>__ 50i AP:50: A31 , A-3$ (Wi m, m I N. YID a REVG i c� vF �--- TTP. GIRT PER BLDG. T U5E CTS) SHAPES..- A�1': A 500 Sn DE '8' (= M ' ' _L INFORMT10t4t HUr.3 �. :%. ' — I Y MIN. r.5�) I I - 6. AL WING $HAL' BE PEkFOR~'ED WITH E rc- OTRCDES BY nETIFIZED WELDERS. _ 7. BOLTS SHALL CONT R j_0 7HE C L CW I NO 5_i LARGEF DOOR FRAMINE DE T AIi ANC, . R 50L-SO. AS -S07 BUILDING FRar- 3CLT 7r"1 , y S / Li 8. GRADE 3 -k ,5, PISZ5, AND SPREAD FOCINNW SHAI! POUr.ED CN fQ live FIR"', ANC NATURAL SOIL IS = ""R^ ANY "A7RJAL Thi W!! (4) 10 SCREWS -- 4 NOTr-: AT .';CRNR5,ATTACH ONE 01 7 ;0 A0YERS=-Y I `tE .CJI L DES i GN 3 E.=,A!NG �3/4- 2 1 /2` 3/4 typ. STRUCTURE WITH TYP. CLIP , LAP 9. L'UMB Si-;ALL 3E DOUGLAS F1R-'_AR",.', ( NOIR=;; OF �-rcA.;E ,SNL Sim >�S ENDwALL OTHER GIRT AND FACE NA1L Wiwri BP:r`1 Ci%') IN ABOVE NOT 73 AND CON PI ANS. 1 /8.'' I I (�? 15., NAILS. i C. WOvu SKEW L�CAD VALUES =Nr OR^", TO U.3.Co. T A ' =S 25— ' _ ' '^ _ i �J _ Liv, Gv�.....r'1R . , I V K� `1�1 I vP'. I i 1NG O= TT C'v0. Dim A-307 ..�-� �. 1 ^� ^"mac v —,. ..,._ ^ P.T. End \ - PR' R1 (r N u.. x 6" A, B. ,,TVP. 1/8' PLATE �= -:- �G �'s' P4^ 1 1 . Sr' s m ;AL Si 01 Nv AN", nv�tiJF I Nv, I F US D � S�riA+L: 3� `X~ @ slr ;. co t2 -o o.�, r►,,,;. c.`�. �� I r� �, ;"Ai TRIAL. SE= "'ANUFACi URER'S L J T LPAI URE FOR =!'OWA3L E cPAN v STEEL FRAME OR 3" w #�'� Ai JA �"' ALL SUPPORTING 01E.'"'?ER� WITH � 10 n ?•� LQNG ,r2=WS A. c" COLUMN AI ►ACn :ZXF CAP WITH' = ; 0 30;ZF VS AT 6" O.C. Cw%.,7V ~� A.r`?►5 �i LOCA, K55P ONS i B I 1 i T' AND L1A8 I I 1 i`,° F OK ANY 5 i D l tC OR �COF!NG 1":��ERIr,'_ IS- �9. MAx w OREGC, T HAT IS N07 P ROVI DED B Y WEB STr;?. 51J1 LD I NG.. OF 14 FROM EDGE SIDEWALL OF AL: OPENINGS "q Y 30, , 1 SPS"' S ECT SHALL 5 ZE P E-OR?"1EJ A I 7YYt�E ') _'r _.. S� A,ti'v (02 E>Jo of _v11-1. 11� t� IONS •c. t3o�o) S' IN A0 R✓r=.NG,E Wi T;, U.2. „EO. j05 "0R I :E 1 v4 . OWING TYP. OIRT1/'PURLIN CLIP DETAIL '�r,� ��. 005 �_ 11 TYP . SILL PLATE DETAIL 1 ) JI Rliv UR�.L WE:DING NO SCALE ASK4 ENGINEERING INC.TIGAR � CHRISTIPN _ 13405 SW (-call Boulevard 18765 Sc 39 +!� AVE �.>l•.. 32 of 36 TIGARD, SANDY, G,� 97055 j G -� 1�. 3 _ OREGON I'1 '1 If this notice appears clearei, than the ' document, the document i, of marginal quality. 3/4/97 , ',t` I ! ! � ! ' I + I � i + l I ! I ►, I � I � I � I � IIi I � l � f � lll � l � liil � ltl � il � I � I � II ilii ' II I ' fI I ! ` IIl { I ( I I�IllllllllI�NlCllHl�llllilll�lllllllll�cm . IIII�IIIIIIIII�IIIIIIIII I�IIII�IIII�IIIIIIIIIlIIIIIIIII�IIIIIIIII1l111111 I I IIIi� I� � II ' I II I IlIl 1111111111 I I 15 1i 17 11 1! t t� 4 ti t1 t1 s IIII{ IIIIII111lIII11,111l111l111l1111111111!!1!1111111!IIIIIIIIIlIIIIIINIllillfl!I!lIIIIIIIII�IIilllllllllllllfl►Illfl3 Ifllllfiflllf II�IIIIIIIII�IIIIIIIIIIIIII�IIIIIIII111111lIIIIIIIIIlIII1I o , 0 ►s-r1U�� s �:2.L��t I cli r o Ect�t n. ?O 1-O�L l°y l,-o Pe.f piPa r"zCA-c�s AIZF-Q, j I I J l I r � ! J j 1 J -L' i lye Ex 1 srl��; P��1C.1 1J�. i3��a j ��•✓ �7�[f /J�vr�. sa©, o M A Q-A, FM E -7 SCALE� APPROVED Ar �y, ►,v '�~ y DRAWN BVD. K DATE I( �� (� RE,I!iED 13405 SW Hall Boulevard 33 of 36 1-7, UUF>L1 -T IO >.�...++,�. ..b.. DRAWING;NUMBER 1P Y ,A 4`N ifJlt��f,IV Nfi 1(I()plI 1 Lf AH Vs'IIrVI n" "' If 111is notice appears clearer than the document, the document is of marginal quality. 3/4/97 ��Illll� lllllll+lll;lll�lllli�i Ililili�lllll ( �Illflllfllllll IIIIIIillllll I illl!jlllllll I Illlillllllll ( IJIIIII IIIII I Illllil Iliji I I 1 I f I I I ! I j, INCH MADI ! ! I I I I I . E IN CHINA I I 1 1 1 1 1 1 1 1 1 1 1 1 1 I l l l i f ►I►I F I '�--« u 1 t , 24 X !111111(IIIIIfIIllililfllil'nlllinlnnlfnflffulnfiinnlnnlinilnn(nnlnnlnnlnnliinlnn�nnlunlnnlnnl�nilnnliniluiilinilflnufin�ii�iulii��►unli,iiinii I :l : 3 II IIfitlll(IIII(Ifllfffll(Illflffllftllllllllllllillill(Illlllllff(IIIIIhIIIllllllllllilllll - I :T, ( E`uJ FC IZ LLV�.L ��JI �r J�1� Gv2� I I r - CA I I i l � � - _-__._- ��►`�LIJGENT WALL �'�-1�„�S - r I j N I f f I L 110 12 I I I I , i I _ Sd;�UT'(A E.LE�VA, tGN UO I PKEN H E I ' APPROVFD BY: .rO DRAWN DATE. �Gi 4�7 Rf VISED 13405 SW Hall Boulevard 134J5 s W, 1t i. P 34 of 36 DRAWING NUMBER t•X TI pRIN7fU ON NO ifWON CLEAgpRIHi . ...�.. If this notice appearS clever than the document, the document is of marginal qualily. 3/4/97 L INA C 2 MADE IN CH IIIIIIIIIIIII111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIiIIIIIIIIIIIIIIlIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII�II, `' ti V4 T ,f �«a.,,.,�.•�.•:.r.��•F � � .. � � ER e Lp� Aw4Y'lhN.� E� t �t A4A :! h ATO R eE il, • �s __ , , ! �` . II FOR 7y �� M. A , T o A E. If o S T o I rpt A s g 0 r Ll 33 t TA1. 1 C 13 �• _5 3/7 t { tfie• ..�. .. � 11 `,rte[� rra+r►.+r , -M AL �... tH r6 . U E q31 3/911 A QODrr TcP. 7 i!q- Al ii •ly! atilt iA,.. w.M.. I . HF_A7 KAT.�_�....,..�.,. Int _...� i I "w7T E 7o I -,Tv t .� !• 7 II•'J `` .110 {T • RANGE ��' � • ':� 0.f f _- � i' 1� C� Vii• �i'�'" l � ,/ /� 1 �rr,.�.'+'v 1 I n u tax��.jy[' ♦1 '. 1 IM4000 f V41 13405 SW Hall Boulevard 35 of 6 �'' � _ 4'E AT ,1 If this notice appeal's clearer than the document, the document is of marginal quality. 3/4/97 IIIiI � ► illili llll ► IIJ ► Illill Ililili hili i � lji i i i i i i i l i iii i it � � t l ! y � � � � INCH MADE 1 I illlll _ III I ! lilli � lltiJiiiiilliliii � I lII � II IlIN � l11 � iiJiJiJ > > liliiiiiiii I ( ! I ! II IIIIIIiiliilliil � pmt 3 4 I I ( ! ! ! I ! I 4 IV. I{IIIIIIIIIIIIIIIIIIIIIIIIIilll�llllllllllll111111111141 lllllil ,illlill1l4lllllllltlllllIIIlIIIIIlilllllllllllllllllllllllfill I1111111111�111lII IlIIIIIIIIIIIIIII}IIIIIIIIIIIIIIIIIIIIIIIIIIIIllllillllllltllllllllll IIlIIlIIIIIIIIIlIIIlI3 1 LUUINMEIN I SCHEDULE SYMBOL ` DESCRIPTIONELECTRICAL i 12 k. c _ R .� I .X I - �J =J L L �I 4 I x I Htwy , `� o ?N faiF i�4 At 1 PACKAGED ROOFTOP A/C UNIT WITH GAS HEAL: SEE ELECTRICAL _ _-- --^ --- 3700 CFM AT .75 IN. E.S.P. DRAWINGS. NOMINAL 8-1/1 -f ON IRANE MODEL YCD 102 H Mr,M� A(. 2 PACKAGED ROOFTOP A/C UNIT WITH GAS HEAT: SEE ELECTRICAL �. ...�" 1400 CFM AT .6 IN. C.S.P. DRAWINGS. NOMINAL 3-1/2 ION IRANF MODEL YCC 040. 1 T REVISIONS I At 3 PACKAGED ROOFTOP . E.S.P.UNIT WITH GAS HEAL: SEE ELECTRICAL r f- �- ! 1600 CFH ".l .6 IN. EDRAl11NGS. i NOMINAL 4 ION IRAN[ MOUEL YCC 048. F -1 UP-FLOW GAS FUr1;tACE: 1450 CFM AT 0.6 IN. E.S.P. SEE ELECTRICAL IIEAIING CAPACITY: 120,000 Bil1H INPUT, 110,000 BTUH OUTPUT. DRAWINGS. I IRAN[ HODFI 1U1120 I I IZ11p Icll� 1G f-2 SAME AS F-1, EXCEPT 1850 CIM A] .6 IN E.S.P. SEE ELECTRICAL I DRAWINGS. II -1 C O LING EXHAUST FAN 120 CFM AT .375 1N S.P. SEE ELECTRICAL 12 A GREENHECK MODEL SP-27. DRAWINGS. F�2WLIf / 11 -2 SAML AS Ll 1. 14x11 I XIf7 ,,1 I IfL I SEE ELECTRICAL I�'I� xi Z. DRAWINGS, I -- -- �,_ � FD � I . F� — F� 't T IGD____..— -__ _ - IF-3 CEIIING FXIIAUST FAN: 50 CFM AT .375 IN S.P. SEE ELECTRICAL 1 2L)X12 -� � GREENIIECK MGDEL SP-17. DRAWINGS. EI 4 SAME AS EF-2. 2.4'XIZ - SEE ELECTRICAL 14.X� 14X121 I I�11� 0 DRAWINGS. F I ' e'4 1L ILII. n - _ 4 0 If 5 SAME AS EF 1. SEE ELECTRICAL F E' ,� � —T—"-_ 24X1 - A( , - DRAWINGS. r I" —' -. ► -� CD-1 W cc SII .� f i 6 SAME AS EF-l. - _- � - I I I I �0 SEEELETRICAL G U I 1 \ c Q DRAWINGS. / 1LX - - Q = 22xs _ vv 11 MOTORIZED DAMPER 8"0 — - I "L X T h' CARRIIIt MODEL . _..- _. - ,.. T ' F I I o' -- -- + _ � Q W I p ---fp _- ��I - zx� -- - ' < < � > Q f OJ DIFFUSER, REGISTER AND GRILLS SCHEDULE '---- --- ,� / I�x \ - -= , ,� _ n _ m r all 11 x I? I�" 10''� / c,D- a (�� YM TYPE FACE FNAEIAE dAAAPER FlNI3H MODEL NO. REIKS _V (, T Rr L] co-] CEILING DIFFUSER PERFORATED SURFACE NONE WHITE CARNES SPCB ROUND NECK __ 1 / r 1 / �' \ - - a. � v. CRG-1 CEILING RETURN CGGCRATE SURFACE NONE WHITE CARNES RAPA ` 60 \ GRILLE VV1-..I I Cr � h - Z SG-1 SIDEWALL SUPPLY HORIZONTAL l' FRAME OBO PRIME CARNES RSOAH `} G-I �pi \ Cr � 0 ,� Z 'I�o� ` ' C� C� GRILLE BAR � 4 } FD � nXo R �' 0 = JL0 RG RETURN GRILLE HORIZONTAL I' FRAME ---- PRIME CARNES RSAAH BAR �" / \ W CD GENERAL NOTES A LOORDIfiAIF EXACT tltf(USFR AND GRILLE U b I LOCATIONS WIIH LIGHTING AND SIRUCTURF PRIOR X -- J lD RnuGn iN. ------AC UNIT 2x 5 -I 12k — - -_— --- Lt 5 o - NOTES THIS SHEET COORDINATE EXACT DETAIL .01 [� � 12x12 - - c L, eF WITH AC-UNIT MANUFACTURER 5 0 TRANSITION 10 10 X 6 10 CROSS CORRIDOR. I�1511 P-Z L3�-1TYP-2 I YP..; 12 O 18G 6"0 UP 10 ROOF CAP. GASKET ON IMF AgOv�f_F.II Ilvy IN( 2-1 IN CEILINCT X 10 OR INSULATION 6"QI THROUC.HI WALT. TO WAIL CAP. PRE-FAB (.URO 8Y ; AC-UNIT MANUFACTURER I IJPPER FLOOR PLAN -HVAC N 0 SEE OFTAII I/M1 FOR ROOF CURB. DUCT O PENETRATION ROG1 TO RE SAME SIZE AS UNIT --FLASHING A CONNEC110N. I © MOUNT UNIT ON PRESSURE TREATED SIFF.P[RS I.AG BOLTED TO STRUCTURE WITH ANGLE IRON. MOP - ROOFING � ALL ROOF PENETRATIONS WATERTIGHT. DUCT I 5 ) '' _ F It _ Il' I -30C >tE 7 I _ 2X - J 'I I X ( -I IOY,6 EXPOSED TO OUTSIDE TO RE SEALED WATER TIGHT CANT STRIP UO -/ 1 � ' T`;f G ' 4� 3 50 — _ AN, OE. l INFO WITH 2" DUCT LINER. DUCT /"- f' THROUGH WAI[ TO 8F SAME SIZE AS UNIT CONNECTION. SMACNA DFIA11_ FOR WALL - \ r----LEVELING STRIP PENETRATION COORDINATE W17H ARF,HJTFCURAI. _ DFTATI. t © 1"0 FLUE UP 1HROUGH ROOF TO A.G.A. APPROVED N z VfNI CAP. COORDINATE LOCATION OF ROUI[NG ON SECOND FLOOR WITH ARCHITECT, ROOF DECK--•-� 0 t 1 QAC - UNIT CURB DETAIL - - O w t� PROVIDE 'BALL CAP. NOT TO SCALE S.N. AC-OCD ( ' � � -- _ - --- 01 -- DUCT , I F-Z ` f T) 511PPLY AIR N AIR QUIT$I AIR I' �: II II (fT I� xa.Aus Ala !.� -_-_ FIS �,GU �I xl�--- �L' I) �'D FP I`fxl�- I cn_ [ FI, 4- [� 10 6 0 _ __ _ _ -*- #- _ -_ T — - _- - _ cr W -NECK S+tC AND .—.-- - i , _ W NEC>< YZC -COUICVCNT u.RT --` aIRECtTpN O< TuROw LUNTtt(KIED I- C l - NUWKR I h,2 yI , r / 8k 0 v Q C - Trot rw[ CAC I - El 't{ (7III/j X G �/x�i I d X 6 '�- F ` J V lUr - J t` . -FOIGT IC-zly FGT Fu I= w.li 14x12 -RrnQN�EXNAUST NLET E4uloT.IENT $Y1901 RO(�1 TNER105TAT I. U.-. I Fr = I -- - .w __''� F �J _ I Fli m F�� t iINOIE LINE OOUEII.E LINE EIITMIG SINGLE LINE DOu6LE LINE HITTING- -- I G r rT,t — vOl IM OAYP(R RCC ANGULAR I I QO i (' �l��8�!l,� f ll. t Ott? RTXR i '_ rwl. DAWP(p ../ C��__- ';'�,�R - �� I r T 1- I I TiOVC FD I J x"'11 ■ RECTAWA)LAR 1 OTIC DROP \ ----+--� TURIZED• I ; 4 �- -- - ------i I I ' � DRAWN 81` t1 IAD DAuo[R ;-_�..._....,j ��`_- RaLTN6 I I. / MD(� Vim- _� DUCT DR OF i N 90" REL TAN(AA.AR to II o I W (190. ■TIM t Tr,R.,,Nc VANE s CHECKED (H�E/C K E D B Y RLL�&MAUL Ap J I \ti DETSET LESS MANJOB NO. -- — - R.l A'AuwS Elco» RECTANGULAR f-I , l I (`1 x + ( � ql -b2 I MAN T`, � "' i / � �Ix L - DATE 1`I RECTANGULAR , ROUND - I IBX IZ I' _ Duc I } I �\ 6 � ` � D 5 A �UU V E R 'J -15-cl l oc vwu1�R __ (j50 G6M SHEET TITLE _ ! �' � � 14X10 _...—� MAW MTN I I � --~ ROUND-- AtR RUrHD 9RANr.N I _ _- _.-- I ' I I I � _. _�____.._ � 20x16 FLOOR F'L>Q 5 BRANCH SCOOP ---- T' +"� [ItMACt(fR I I ' N 1 Ex + t f I –._- -. . _ S(-gP_0ULES t DETAILS - - - - CARNES MUOI;L FJ1.74r c 777111 .• � Qt •ANGIrI.P I , .. --- RLC'ANp11lAR I I I /' lo�ix.�{3 05A DtJ�T ��►NTE'A �•: • �� 'w iMAW" � � � E�IIMLMITN � ( —_ ._ --_ ..v.v=-_._=_.�__ ._-..__.—__.._ —_ - _.. _ ._... �V 1 / L)U (..GM MAX C(YICENTRR: - ROUND a.icT _ �---f:—r 7 S411ARr Rump Lj __ t -- Fl E20 I (oxc ' x I ioxg USA DI�cT • ,( A R(AJND �•rN Dt)c I VA Th _ INC L ----_. '-,E 'f 2��U �• ' r yi _ 1 Ra TAR) RR.•... 1 . -"•.--- 1 (RCCTANGIAAR RLMINU - _ - - _-� - 1 ZX SHEET NUMBER T4'EE�NC I �I _ 'fYP-2 Xe T P-1 5U0 � -IG'�..10.---�( I �"� I--f7 EZp ,I�_1� -�/ ar ROIRIDT GRAN(:If I NCEILINGT Cnn�i C VV MAX IS' �/AY _ xr taAN;InIVN . _ ! IN (FILING I I N Tpr, 4T W)N %VM1E MCA( _.._.. y— MAN TION /I T LRIED DUCT UOV6lE WLG vhNEs -'-' -"-i ARE W Mss; N CONTACT' ED CARLISLE Mi - STAANt tR�AI «rt -_ -- FLIM L TKw �) LOWFR FLOOR PLAN -H VAC R �i0* dig 394 13405 SW Hall Boulevard 1/1811z 11 011 T ` IK"OL( 10611 u 36 of 36 ___ .�' ,a �� nIR'nNG ,ANF; I ....,. _. �:W' Y+»-^: r.,!r.,,-,•..,-,,,,,,,.,.,.,s,..s,,,P�Cik• AAPM?M*?WI' MNKaCk. NO . ' If this notice appears clearer than the 3/4/97 document, the document is of marginal quahl�'. E lljl1l1ljljl Ijljljllljl1lll I� I�I� I�I�I�I I I�Ijl�l�l�l�l�lli� l�l�l� ljl� l I I� I� !jl� l�l�l I I�I�I�l �I�I�i I I � I�I�I�I�I�I I l�I �I� I� I�i�l i I� I�I�III�!�I�I I III� I�I�I�I�I f� , jl�lll�l�l INCH I MADE IN CHINA i I :m 2 ! 1- 1 1 I i +Z 14 1 —ir II 1 t 1 ;:1 ! 3 24 4141�11111111ijlllllllll�llllllllllllllllllljlllllllll�lllllllll�llll IIIIIIIIIIIIII.IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIIIIIIIII!III�IIIIIIIII�IIIIIIIIIIIIII IIIIIIIIIIIIII�IIIIIIIII�IIIIIIIII�IIIII{III�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIIIIIIIIIIIII�III111�1 I lb �. ., .�� .. �:r.«rn�•� p•t. w�w<4w.µN•�Ma.r,t^ei�t+tiwWl�wMt+a�R RM,4�e'.�w, yR'w,�^`+'�aM w�Mww M+wwas�srMn'c� :rh1�waNw• nK��r,:,:. ,..,�. �. . .,, . T �y;, ' _ n4 1q•'! yi ,^ . Vit. n} _ "r µ �� r?� 'C r+ & i. C, Yi I 11 ti vs + I .I .. Z ' � $r� �' 1F i ♦r' 1l�!'WWl]�F�1�lM�M�N!i'TR �.rr ..�+4:v.rwZ�. ,. .,. L. 4_,4, y�k f+y 4 p� ! � r' 1 SrfN,�Yi=1♦pY,7...R!g4'e'8��3R�rMn'varMw } # CITY OF i IGARD BUIL"ANG INSPECTION NOTICE r¢ N:. . Inspection L ne: 63g-4175 3usiness Phone: 639-4171 Footing Rain Drain Cover/Service NAL: ' I�' �rf, r Foundation Water Line Ceiling Plumb. ; '�.1 } Post/Beam Mach. Shear/Sheath Framing -Mach. 0 PIbg.Und/Flr/Slab Plbg.Top Out Insulation -Elect. PosUBeam Struct. c . Roug in Gyp. Bd. r` , M San. Sewer as Li Appr/Sdwlk �glps, � Iw�rr 144�.r's ti^ I d'� 'f Other: ri Date: A.M. M. Ent% _ �p 4 r f ti41 ,xi r ` x, d Address: L��C 3-- ' Tenant: . _ Ste'_____ _ MST: BUP: ion/Own: MEC. PLM: ELC: THE FOLLOWING CORRECT IONS ARE REQUIRED: ELR' hl� f� lirpW`NO . 0. �itll. R t r .1� Itl Ins ector: _..._._ Date: OVED _DISAPPROVED/CALL FOR REINSP. CF CO k. - 1 1 ialt In a✓t r . L'6 cl Ut" 1 . CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 r ?JQ+ w 4 wt�lr t"Tr'. Footing Rain Drain Cover/Service FINAL: ° Foundation Water Line Ceiling -Plumb. 't t Post/Beam Mech. ShEar/Sheath Framing -Meeh. r' Plbg.Und/Flr/Slab Plbg.Top Out Insulation -Elect. Post/Beam Strurt. ec_Rou ''` Gyp. Bd. -Bldg. IY San. Seweras iL"nnee"3 Appr/Sdwlk Reins. —/'"-� p� • Other: Date: LoA.M '"PM. Entry:, Address: Tenant: Ste: MST: BUP: I Con/Own: MEC. PLM: ELC: THE FOLLOWING CORRECTIONS ARE REOUiRED:- ELR: trV KI.A i I! a 1't 11 iJ 1�`ay�Tf�Y�ft7 1 ,'+ �• caa "Elle ' V 34 J.. Inspector: �� -� Date 1 _APPROVED _DISAPPROVED/C ORR�EEI7. CF CO '. w l(' � I .x,. .� S.dp"H+pq,., *hm411.• , .;rr. .•r, ;<•:.. •,+,. _ _ ,.. >f'L'1!�` � I �yiR"I �r t t 1r ✓ = f 4 °fir't x rr r � T nC i�r l �rzrrSd s tl, c CITY OF TIGARD BUILDING INSPECTION NOTICE j Inspection Line: 639-4175 Business Phone: 639-4171 ' 6 •i,''9 Cover/Service FINAL: ' epi Footing Rain Drain e„ t• " Foundation Water Line Ceiling Plumb. F� a Post/Beam Mech. Shear/Sheath Framing -Mech, PIbg.Und/FlrlSlab Plbg.Top Out Insulation ecyn� +F. ` Post/Beam Struct. Mech. Rough-in Gyp. Bd. Bldg• San. Sewer Gas Line Appr/Sdwlk Reins. Other: ru ,yq f Date: A.M. P.M._— Ent Address: L i �:...J1d.S 1►�- ��i Ste:__ MST: Tenant: BSP: Con/Own: MEC: •a i; PLM: ELC: — TI IE FOLLOWING CORRECTIONS ARE REQUIRED ELR: r, u'fs. •S .1' I7 51. t` F. 'in' F• ,i. �V, SF Inspector�c. �— *�3 Date: ) CO J�APPROVED _DISAPPROVED/CALL FOR REIN SP. iD 6 MECHANICAL r QTY OF T I " �R� PERMIT #. EMITp'. .. . . : MEC96--0136 COMMUNITY DEVELOPMENT DEPARTMENT Df--',TE ISSUED: 05/128/96 0 13125 SW Hall Blvd.Tigard,Oregon 97223.8199 (503)839-4171 PARCEL.: ES102DA•-00701 SITE ADDRESS. . . . 13405 SW HALL BL.Vfj SUBDIVISION. . . . : ZONING: R-12 BLOCK. . . . . . . . . . . LOT. . , . . . . . . . . . . . CLASS OF WORK. . :AL.T FLOOR FURN. . . . 0 EVAP COOLERS: 0 i TYPE OF USE. . . . :COM UNIT HEATERS. . : 0 VENT FANS. . . : 0 OCCUPANCY GRP. . :B2 VENTS W/O APDL: 0 VENT SYSTEMS: 0 STORIES. . . . . . . . : 0 BOILERS/COMV'RESS""ORS HOODS. . . . . . . : 0 FUEL 'i YF'ES ___.______._-• 0-3 HP. . . . : DOMES. I NC I N: 0 t : /GAS/ / / 3-15 HP. . . . : 0 COMML. INCIN: 0 • + MAX INPUT: 0 BTU 15--30 HP. . . . : 0 REPAIR UNITS: 0 FIRE DAMPERS?— : hl 30-50 HP. . . . : 0 WOODST'OVE:S. . : 0 GAS PRESSURE. . . : M 50+ HF'. . . . : 0 CLO DRYERS. . : 0 NO. OF UNITS----------- AIR HANDLING UNITS OTHER UNITE. : 0 Y1' F URN ( 100K BTU: 3 100,710 u f n : 0 GAS OUTI-E75. 1. FURN ) =100K BTU: 0 ? 10000 cfm : 0 1 1 Remarks : Oil to gas ft_rrnace Owner: _.___________._______.____---- -----------._.__.____-.__---____-- FEES TIGARD CHRISTIAN CHURCH type amol_1nt by date rerp;t 13405 SW HALL BLVD PRMT $ 42. 00 JMH 05/''x'8/96 96--279068 PLL'K $ 10. 50 JMH 05/28/96 96-•270868 TIGARD OR 9722:3 5F'CT $ 2. 10 JMH 05/28/96 96--279868 1_'hone #: 639-571 Contractor: SPECIAI-TY HEATING/ FABRICATION 9528 SW TIGARD 't TIGARD OR a7`;?3 _.________________.___._____-_---------•--_-_... 't Phone #: 620--5643, $ 54. 60 TO CAL Reg #. . : 66578 _..._..-- ---._...... REOU I RED INSPECTIONS This perait is issued subject to the regulations contained is the Gas Line '.nsp Tigard Municipal Code, State of Ore. Specialty Codes and all other Heating Unt lnsp applicable laws. All work will be done in accordance with Cooling Un t I n s p -__ _ _ approved plans. This permit will eeprre if work is not started Dt.tct Inspection within 198 days of issuance, or if work is suspended for more Mi sc. Inspection than 188 nays. Final Inspection P p r m i t t e e S i 9 n a t l_r r e :� I s s i_r e d Cay • �? :eL Call for inspection - 639-4175 r� X- F'r f) Ile 1Ii City of Tigard MECHANICAL PERMIT Pianck/Rec. # 13125 SW Hall Blvd. APPLICATION Permit # NEC Tigard, OR 97223 �` `�k;'o�> (1503) 639-4171 Table 3A Mechanical Code CITY PRICE AMT Job 1) Permit Foo -0- -0- 10.00 Address 2) Supplement:-j! Permit 3.00 �-urnaco to W0,000 blU r 1) incl. ducts&vents 6.00 F urnace-fUTWST Owner Alz) 2) incl. ducts&vents 7.50 Ro-o-rF-urriance 3) incl. vent 6.00 susponcl5dTeator, waTrFoa7tor 4) or floor mounted heater 6.00 Occupant U12-j Ven f-noT-RU.-in 5) appliance parmit 3.00 Repair of heating,re ng 6) cooling,absorption unit 6.00 Boiler or comp,neat pump,air con d 6.00 �Y? 7) to 3 HP absorp unit to I OOK BTU Boiler or c5ir�ip-heal pump co-n-d— — --- 8 3-15 HP absorp' unit to 50�1<BTU 11.00 Contractor --9751 gr-oFco—mo,-FeWpu—mp.-a-,,r-co-nU-- j;-, q) 15.30 HP absorp unit.5.1 mil BTU 15.00 5tw.F-010 N., UNYW.,I.N., Boiler or comp,heat pump,air coh-U-. - 10) 30.50 HIP absorp unit 1-1.75 mil BTIJ 22.50 7TT Ti a r a aclkmn WedgeMa-iTFa-7,3—rea-U-6i-s-app-ice-rio-n-,Tl-a-i-(Re— heat pump,air con information given Is correct, that I am the owner or authorized agent 11) >50 HP absorp unit 1.75 mil BTU 37.50 of the owner,that plans submitted are in compliance with State Air tan ing unit to laws. that I am rogiAored with the Construction Contractor's Board, 12) 10,000 CFM 4.50 that the number given is correct. (If exempt from State registration, ---Ai-r F`anU,ngu-n,[- please give reason below,) 13) 10,000 CTM+ 7.50 Nii—nporta Ve- 14) evaporate coole.r 4.50 Vent Ian connect - 15) to a single duct 3.00 Ventilation s stern not 16) included in appliance permit 4.5'j Hood served by 17) mechanical exhaust 4.50 additioi-C) alloretion U mpau U -- Commerotal or inclustrial to be done residential 0 -on-resiclentla-QC 18) typo incinerator 30.00 —Ux—isnnguse-oT-- Uthor i.e.,woodslovo,water building or property <f ,�4 P, Gf 19) heater,solar, clothes dryers,etc. 4.50 Proposed use of 20) Gas piping one to four outlets 2.00 building or property natural ML,!than 4-per outlet i_ — Typo of fuel-oil 0 nall gas)0 LPG 0 nleclriq� PEFIMI,r.S BECOME VOID IF WORK OR CONS-RUCTION Minimum Fee$25.00 SUBTOTAL AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,OR 5%SURCHARGE ;z IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF ;80 DAYS AT ANY TIME PLAN REVIEW 25%OF SUBTOTAL d AFTER WORK IS COMMENCED, TOTAL 60 Special Conditions Date Issued by r �.. } a n 101 0 l l [;l I Y' Llf ( !li(lTti'! fdt t:F 16 r 1" i'►H Ni I'r'!ii Id"f PI..t.117:.4 1 NO.AMCAMT 60 J .1 NOME 4pu.,4'T.f-tl..T'Y faf:.t4 r'Nsi & FOA C:-VO-4 i4MLION'T � 0. voo f;DORFISS a 95i''S ;4w T xfaF ATMs t,'f PF:.F l I'hlYhll Pd b fid►(I r l�V'..�, .t1 :t(~ 11.04 z 1'V.lT�T�'Cf4�l: 1.11... T'i�f'rY+'it Pd'f !-thtl it tfd d I•'bi C 1� G!lJi3i�'1_t}'31 1'f I �! . + i! i ' ! t if�l!tt Ifd T b•'►d S L} Ale. 00 M •I:11(41*41 to I ' '! ! i , i ,! T^f'1 , BUILD D PI-P 10 r � ( .T T'3Ff1�1) f,ffN C>;3�'i 6dN (,f'li.tf{!:!3, hit"t.!i f'! i'+irl( ( tFhTF�.f..�1�r°•tlf T,:'S�': 'I TAt, ON01INT" PH►Ir } w.tirt. t,0 i 3 ELECTRICAL PERMIT / I ►• CITY OF TIGARD DAIEIT S FI_C96/ 14/9 ' DATE= ISSUED: 05/14/96 COMMUNITY DEVELOPMENT DEPARTMENT PARCEL: �C�i O�DN->Z►�c�701 � 13125 SW Hail Blvd.Tigard,Oregon 0722398199 (503)630.4171 SITE ADDRES S. . . : 1,-.-;405 CW HALL BLVD SUBDIVISION. . . . . 4 . . . . . . . . ZONING: R-12 BLOCK. . . . . . . . . . . 1-01 . . pt Project Description: Instaling two bi-anch cir-cLiits. ---F2ESIDFNT'IAC--UNIT-------- _ .- FE'MF' SRVC/FEE'.DEf2S----- ----•-MISCELLANEOUS----- 1000 SF OR LESS. . . . : 0 0 - 200 amp. . . . . . . : 0 PUMP/1PPIGATION. . . . : N EACH ADD' L. 5009F. . . : 0 201 - 400 amp. . . . . . . : 0 SIGN/OUT LINE: LTG. . : 0 i LIMITE=D ENERGY. . . . . : 0 401 - 600 ramp. . . . . . . . 0 :SIGNAL/PANF_I_. . . . . . . : 0 MANE. HM/ SVC/FDR. . : 0 601+amps--1000 volts. : Q, MINOR LABEL ( 10) . . . : 0 ---•--SERV I C1=1F'EEDER- -- - -BRANCH CIRCUITS-•---- --ADL)' L INSPECT IONS------ 0 ONS----•0 20 ' amp. . . . . . : 0 W 'SERVICE OR FEEDER: 0 PER INSPECTION. . . . . : 0 01 - 404' a(mp. . . . . . : ill 1st W/O SRVC OR FDR. : 1 PER HOUR. . . . . . . . . . . : 16 401 - 600 amp. . . . . . : 0 EA ADD' L BRNCH CIRC: 1 IN PLANT. . . . . . . . . . . : 0 601 1000 amp. . . . , : 0 __..__..._...__.__.___.___.___FLAN RE:VILW SECTION____.__.._._____---_....._._... MIND :1000+ amp/volt. . . . . : 0 )=4 RES UNITS. . . . . . . . : ) 600 VOLT NOMINAL. . : Reconnect only. . . . . : 0 SVC/FDR > = 225 AMP='S. . : CLASS AREA/SPEC: OCC. : Owner-: -__..__..________.______.__._________.___._________.___..___.______ FETES TIGARD CHRISTIAN CHURCH type amoI_tr.t by date recpt 13405 S. W. HALL BLVD. PRMT $ 40. 00 CJS 05/14/96 96-279383 F`CT $ 2,. 00 CJS 05/14/96 96-279383 T I GARD OR 97223 Phone #: 639-5713 Lont Tact or,; SHARPE. ELECTRIL INC 42. 00 TOTAL 2_605 SW R I GGS - - --- REUU I RED INSPECTIONS BLAVFRTON OR 97007 Ceiling Cover E:lect' l Service Phone #: 503-642-7937 Wall Cover Elect' 1 Final 81518 w i (his permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. Specialty Codes and all other F''erm i tt ee Si gnat Lire applicable laws. Ali work will oe done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended For more than 180 days. I S sLied By -._..UWNC-:R INSTALLATION ONL'Y--_-__--------.--_-_----__-._.----.--. Tne installation is being made on property I own which is not intended for, sale, ].ease, or- rent. OWNER' S S I GNAJURE: DATE: Cr_14IV-PATUR I``NST T1 ON ONLY---_--------------- -----.____ .- i CSNAT'UP.E OF fiUF'R. ELEC' N: M� 1� 7''f DATE: �y ✓ y __ ____�___ 2 L I.. I CENSE. NO: _ 3J 1 0 Call for ins,_)ect 1;;n - 2.39-41'75 "t r' i; d Comminity Cevelop„Ieni ELECTRICAL PERMIT APPLICATION r 13125 SW Hall Blvd. Tigard, OR 97223 Permit # __- nate Issued 5 /v-96 _ Phone (503) 639-4171 CITY OF TIGARD FAX (503 684-7297 TDD No. (503) 684-277; Inspection (503) 639-4175 1. Job Address: /► 4. Complete Fee Schedule Below: Name of Development iC P� L��lTl/�� t-ftk J j Number of Inspections per permit alloweJ Address /3rf10,5- �SVD i4At---(^ _ _ Service included Items Cost(ea) Sum V City/StateiZip ir 1(FAI _E7�_, 4a. Residential -per unit 1000 sq. ft. or less _^ $11000 4 Name (or name of business)___ __ Each addltien.il 500 sq ft or $z5 at ponion thereof Commercial Residential ❑ LiEamRedEnergy $2500 1 ch Manu"d Home or Modular Dwelling Service or Feeder $68.00 2 2a. Contractor installation only: 4b. Services or Feeder (�. Installation,alteration — -;ucatlon Electrical Contractor ; $60.00 2 200 amps or L;s Address 4,Z 4.0 'y k) 201 amps to 100 amps $8000 _ 2 '+ 401 amps to 600 amps $120.00 Cit �f n& State CS - Zip /ck1"_.„ 2 City_ - 'jam'' -7 601 amps l0 7000 amps $180 00 Phone No. 17 !3 Z Over 1000 amps or volts $340.00 _ 2 Job NO. $60 00 2_Y Reconnect only —` _ _ contractor's license NO. n4c. Temporary Services or Feeders Contractor's Board Reg. o. 1-34 nstelletlon,alteration,or relocation Signature of Supr. Elec'n 200 amps or less _—i —v v a' 201 amps to 40P amps $5000 License No. ' 4 S ___ P e No.�'{_�� 401 amps to 600 amps $7500 2 Over 60n amps to 1600 vohb $10000 2b. For owner installa-tions: see"b"above 4d. Branch Circuits Print Owner's Name_ —__ New,alterat n or extension per pane Addressa)The -+In,branch circuits with .—... ----------------- --- 2 City Stp-te Zip_ aof service or leader lee. _ — ------ Each branch circuit 55.00 Phone No. _ _ h)The fee for branch circuits without purchase of service or Feeder fee. The installation is being made on property I own which is 2 First not intended for sale, lease Or rent. Each additional circuit / $$500 branch rlrrull _L $5.00 Owner's Signature__ 4e. Miscellaneous (Service or feeder not included) 2 3. Plan Review section (if required. Each pump or Irrigation circle .� $40.00 2 Each sign or outline oighling $4000 _ Signal clrcud(s)or a limited energy r Please check appropriate item and enter fee in section 5B. panel,alteration or extension $4000 _4 or more residential units in one structure Minor Labels(tor $10000 Service and feeder 225 amps or more _System over 600 volts nominal 4f. Each additional inspection over Classified are:. or strurturP containing spec +I occupancy the allowable in any of the above 5 00 as described in N E.0 Chapter 5 Per inspection 1 X65 _ Per hour _ 15500 In Punt $'5600 Submit 2 sets of plans with application where any of the above apply. Not required for temporary ocinstruclion services. 5. Fees: NO rICE 5a. Enter total of ahove fees $ 5% Surcharge (05 X total fees) $ PERMITS BECOME VOID IF WORK OR CONSTRUCTION Subtotal° $ AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF 5b. Enter 25% of line A for CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED F(W Plan Reviev, if required (Sec.3) $ A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS Subtotal $ COMMENCED Trust Account # Balance Due v p�. s r S t i yjp .t_ FpFp r L:1 I Y UI I /(if-IND F21 1 F. I.1'1 111- P6•)YM1::.N I Int GE- It'I NO. P fat, e•;%4..;0.1.5 K hI1+11:11.1C!I' s 4i', 160 NAME s SHAWL Ft_,[.1 1'F+.i; I:;lal:ll 111,101..1N'1' a W.I. ow 14DI►H;ESS t :i E71D`r GSW Rll:i ,14 P1:1YMI:.1\1: U1-1UP. s 0 1`+!9 BC-.AVE.R'i CIN 1111 I V 1 S ION s PllrJPU'.J'F UF' PAYMF N T (-1Ml.Il1N T' P(411) FIl.1Mi1•OSE OF 1-A,v mI--T41 NMUL IN l Pk i 1) E.I.LCTR1CAL pf_:RM1'1 4V1. off F-1 . BUJ IA) PLH f it l) 1..411•(1.S r)lIN l.l•11.111(.a i !_ k%[.V1) i 1 1 1I1. 1IMULINT I�r�T 11 -. 4.: . k,)1,y �i i i i i I i i y I. 1: N p 5 w tv ,A t404&9"' rttlf6 'r+rY w:,.. .._,...,,_.. .......,_..... .__.:,..,... �....:. amp Feb. 10,1996 City of Tigard Building Dept. 13125 SW Hall Blvd. Tigard, OR 97223 ass t RE: Building Permit#BUP94-0319 and #•BUP95-0070 Tigard C}Astian Church .� 1340.5 SW Hall Blvd. Tigard, OR 97223 Contact Person: Dick Stack 677-4337 Both Projects were completed by the contractors hued to do the jobs. 1 was unaware of the fact that a final inspection had not been clone. Since receiving your letter of Feb. 1, { 1996 I have contacted the Tigard City building dept. and arranged for an inspection j Dick Stack Buildings Ministry 'Team leader r G t. k. k i; (-f r •I „I - r CITY OF TIGAK . UILDING INSPECTION NOTIC j Inspection Line (Rec-0-Phond): 639-4175 Business Phon : 6 -41 71 Inspection: Footing Susp. Ceiling Sprink. Rough-inpr/Sdwlk • • Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insui. Shear Wall / ji.-'t Elect. Date requested: /_31 l `1 Time: AMPM Address: Am Builder:_ Pi�/9� U 3 THE FOLLOWING CORRECTIONS ARE REQUIRED: s , r � ter► t6 Inspector: Date: ;' " f _ PROVED DISAPPROVED APPROVED SUBJECT TO ABOVE 4 . —Call For Reinsp. ,h �r Ir I �'.' S�dF Vit ill r f �'3 r a } 'a� t� r t i' t f Z t tr' 1. { ti,�gsr,k j�f, fir?•. YrA + ween t` p'.. CITY OF TIGARn gUILDiNG INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 6 4 1 x Inspection:. r I Footing Su p. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplaos Post/Deam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/3earn Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain ramin -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd -Elect. Date Requested: �/ Time: AM PM 40 /� F eS Address: 13zlos _�T F -- Builder:_ —�' Permit#: -0070 THE FOLLOWING CORRECTIONS ARE REQUIRED: E i I My Inspector Dater^� f PROVED DISAPPROVED APPROVED SUBJECT TO ABOVE —Call For Reinsp. r t., .i 1. ITY CSF TIGARD _ BUILDING PIERMIT' .COMMUNITY DEVELOPMENT DEPARTMENT UFzD Pahl t 1 SUED: . . : I3UL="'3`r-�►��. .. .. fE ISSUED: 03/cl/�3a 13126 SW Hall Blvd.Tigard,Oregon 97223.8199 X503)839- 171, -,� r=ARCE:t_: ,_Strn_A�Da-m�7rn1 SITIr- ADDRESS. . . : i,405 SW HALL BLVD � SUBDIVISION. . . . ." BONING: R-12 BLOGC . . . . . . . . . . LO1'. . . . . . . . . . . . .. REISSUE: F'LUUR AREA: ---- ---.-- EXTERIOR WHLL CONSTRUCTION- CLASS OF WURK. :ALT FIR::?'. , . . -61:`4 of N: E=: W: j 'FY PF OF= USE. .. . :REL SECOND. . .. :6462 sf PROTECT j TYPE OF CONST. .-,3N THIRD. . . . . sf N: S t Y Er: W: OCCUPANCY GRP. :A3 -I"UTAL. _.__.__.._: 1 J�61 -r ROOF CONST:B FIRE RE'r? :Y !� OCCUPANCY 1.0l-*4D:5 4 BASEMENI . : sf AREA SEF'. RATEwD:2HR } :a r0R. :2 H! . :c_'1 ft oAriAGE. . . s f UCC'.: :6 r. P. RATED 95MT?:N MEL L?:N REUL :3E I'B(4CKS--•-----••-- 1"LOOR LOAD. . . . :50 p s f LEFT : I0 if i. RGHT: 10 ft F i R SPKL:N I-3MOK F)ErT. . -Y � DWELLING UNITS: FRNT: o ft REAR:20 f•t FIR ALRM:Y HNDICP ACC:Y ;:lEDRMS: BATHS. IMP URI7ArE:6/''6;- 1DRO CORR.Y PARKING: VALUE. $: 176:.10 12em r^I�s: Reintidel entry at-ea Uwner: - ----•___________.___________.__.__._._.•--.__.__.._____.________..__ FEES T10,ARD CHRISTIAN CHLJF?CH 'type Rill OI.lnt by rdate rec:pl- i .340U S. W. HAL-L BLVD. PRMT $ IEB. bO JF L4s/21/95 - PLCK $ 83. 53 ,JD 02/23/9`1 95-2 62152 FIGARD OR 97223 FIF2E:. $ 51. 1r0 .;U 02/23/'a5 9`:r--':6c.152 ^hone #: 639-5/13 ¢PCT $ 6. 473 JF 03/21/95 - CONTftAC1*OR NOI ON FILE. 1 ; ,f hnne #: $ 'G�3. 116 TOI'AL -tell #. . . REUUIREli !NSPELTIONS 'his permit is issued subject to the regulations contained in the V r A m i n 9 I n s p _ Tigard Menicipal Code, State of Ore. Specialty Codes and all ether Firewall i n s pv- appL icable laws. All Mork will be done in accordance with Final 1 n s p L-r~t i.v n --oproved pians. This permit will expire if work is not started within 160 days of issuance, or if work is suspended for more than 160 days. 111 t•_r r e t Ca 11 far inspection - 639-4175 i WNW 1 11 I �,yy ..,, ];,: .,.. .` - ,p':'., Y,. ,.ra• w.YE'nLb: . City of Tigard Commercial Building Permit Application 13125 SW Hall Blvd. 0\� Tigard, OR 97223 (503) 639-4171 e i 1 S, cam. , Jobslte Address: 3-40—� �lA L(r, •rtr�� a'+ . Tenant: -r yA ti o zyti1 s 1i A a 046-,-t Sita _ DtflCe Use 0 niv Valuation: Planck/Rec# -70 Permit# Owner: -H2,17,0 2An0 `� C G -t'o 7�� Map & Tt # C- Address: 1;� 40-, S, w. la,4 L,C- Approvals Regulred `t79 �►nn 0/l q 7"2-Z- Planning Phone: (-� '{i - 5 �/3 Engineering' Other Contractor: c Pin o iJ L Acs e c , Address: Type of const: w uo o Fi-q w;� i Occupancy class: /may Phone: ZI r — Sprinklered? Yes Contractor's License # I � No` (attach copy of current Oregon license) Sq. ft. of project: Contact name & phone:_ rL cc f A-oW^) Story (1st, 2nd, etc.) { Proposed use: ��- c Architect/Engineer: JfnR-" T EAlezrz- Previous use: Address: ! 7 5 4 S 51 aJ• P,e-A 1�esrL-fvN Note: Plumbing & mechanical plans ! - o✓.. �� 0�7 must be submitted at time of Phone: building permit application. G .9 � - 6 H /1 JOB DESCRIPTION: A-1 C = -, ,u M 6 $10P !-J A 0 P tGKAIA.j c.q.t�•, �E.g w ✓/� L2 Cc_ N L. �, 3-fo,l riev 6e,L-S ��✓ EI45 -t'/✓� t t G 93 -G6�1 Appllcany igna re Phon number Receive -�f 'may f Date Received: [ � G L- 3 I � All- .., ZZI Permit# Account Description Amount Amt. Pd. Bal. Due g 5-00*0 Bldg. Permit (BU!LL)► Plumb. Permit (PLUMB) Mech. Permit (MECH) _ 1 • State Tax (TAX) Bldg: Plumb: Mech: j Plan Check (PLANCK) ' Bldg: i Plumb: _ Mech: Sewer Connection ;Sy'/USA) _ Sewer Inspection (SWINSP) _ Parks Dev Charge (PKSDC) Residential TIF (TIF-R) _ _ — a Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) Industrial TIF (TIF-1) Institutional TIF (TIF-IS) Office TIF (TIF-0) Water Quality (WOUAL) Water Quantity (WQUANT) Fire Life Safety (FLS) Erosion Cntrl Permit (ERPRMT) _ Erosion Planck/USA (ERPLAN) Erosion Planck/COT (EROSN) TOTALS: - I I 4. Y.t 1 P Y r CITY OF T I GARD — RECEIPT OF PAYMENT RECEIPT NO. :95-263150 CHECK AMOUNT 134. 93 114AIIE a TI©ARD CHRIST, IN CHURCH CASH AMOUNT 0. 00 ADDRESS 13405 5W HALL PAYMENT PATE: ' TIGARD, OREGON 97223-- SUBDIVISION PURPOSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT {IC)11)' IBUIL.DING PERM 1 P8. 50 ST. BUILD PER h a•; { s. i I cp;1, I }} I I �I l'O Al.- AMOUNT PA I I) — — — —) 134. 93 i i k , t, •0 61 CO �I • March 14, 1.995 CITY OF TIGARD OREGON Ticrard Christian Church 13405 SW Hall Tigard, OR 97223 Project : Tigard Christian Church Plan Check _#2-52C r 13405 SW Hall Subject : Building Plan Review ( 1991 UBC with Oregon Amendments) The plans for this project were reviewed for conformity with applicable codes . The following comments are noted: L.1 . Provide new ill.,uminated exit signs above hoth new exit doors from the fellowship area (3314 (a) ) . - 2 . Care shall be taken to protect the integrity of the existing two-hour area separation wall . a 3 . New exterior exit store front doors shall not be pr(- ided with a a lock or latch unless t is pa: ic hardware (3317 (d) ) . Please make the fallowing cc,rr�ction; and submit three sets of plans (4 floor plans) for review. Since r ly, David Scott, P.E. Building Otficia.l j \bup95_00.70\pc1252c.doc I 1 i 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD ( 03) 684-2772 ---—---� ( V , y CITY OF T I G;ARD — RUCE I PT OF: PAYMENT RECEIPT NO. 395-268152 CHECK; Amout-41, t 134. 93 A NAME s ErAKCR, .TERRY J AIA CASH AMOUNT r 0. 00 ' ADDRESS : 1754.5 SW RIGERT RIS PAYMENT DATE t OP/0,1/95 t4UBDIVISI0ic a BE:AVE RTON OR 9'7007- � I ii V."URPO'SE OF PAYMENT AMOUNT PAID PURPOSE OF' PAYMENT MOUNT PA I D I L_AN CHECK FE PL_ANCKr-52 133. 53 F"I RE L.I FE 5AF"EY PLANCK v i.. 4P+ Ii i i 13405 BIW HALL 7IC7ARD CEiRIF;TIAN CHURCH -ro-TAL. AMOUNT PA T D - M - -> 134. 93 � r i MAIN I V CITY OF TIGARD BUILDING PERMIT COMMUNITY DEVELOPMENT DEPARTMENT F-'E RM I T #. . . . . . . : BUP9 4•-03 19 13126 8W Hall Blvd.Tigard,Oregon 97223.8199 (503)439.4171 DA f E 1 SSUED: 10/18/94 PARCEL,. C'S I O DA--00701 j 517•E ADDRESS. . . : 13405 SW 11AL.l._ BLVD • SUBDIVISION. . . . : ZONING: R--12 BLOCK. . . . . . . . . . . LO•T. . . . . . . . . . . . . . REISSUE: FLOOR AREAS------- EXTERIOR WALL., CONSTRUCT I()IV CLASS OF' WORK. :AL.T FIRST. . . . . sf N: S: E: W: TYPE: OF USE. . . -CUM SI_C0ND. . . :3500 s f PROTECT OPENIIVGS? TYPE OF CONST. :51V THIRD. . . . : s f N: S. E: W: OCC=UPANCY GRP. :A ; TO _- -- : :3500 s f ROOF CON T:A FIRE RET'' :Y B OCCUPANCY LOAD: BASE=MENT. : sf AREA SEP. RATED: 5TDR. :2 HT. :30 ft GARAGE. . . : sf OCC:U SEf--'. RATED: LAS MT":N MEZ Z? :N REDD SE TRACKS-_.--._-__-- FLOOR LOAD. . . . : ps f L_L=FT: ft RGHT-. ft FIR SGKL: SMOK DET. . : DWELLING UN176: FRNT: ft REAR: ft i=IR ALARM: HNDICP ACC: 13EDRMS: BATHS: IMP, SURFACE_': PRO CORR: PARKING: VALUE. $ : 'i992 iRemarks : Tigard C istian Chl.rrch- re-roof 12/12 roof only Owner: _____..._..___.___.___._.__..____.__________.._______---_.__________._____ FEE=S 1IGARD CHRISTIAN CHURCH type amqunt by date reC:F:rt 134-05-) S. W. KAL.I_. BLVD. PRMT $ 60. 50 JF 10/18/94 - 5PCT $ 3. 43 JF 10/18/94 - 7•TGARD OR 97221':; Phone #: 639-5713 f C ontrar_.tar: A DAIS; BURTON CONSTRUCTION CO 101. 10 SW NIMBUS AVE B-10 1 i fGARD OR 97226 i-shone #: $ 71. 93 TOTAL Reg #. . : 68.656 REUUIRED INSPECTIONS -- -This permit is issued sunject to the regulations contained in the Framing insp Tigard Municipal Code, State of Ore. Specialty Codes and all other Final Inspection applicable laws. All work will be done in accordance with approved plans. Tnis permit will expire if work is not started within 182 days of issuance, at, if work is suspended for more _ than 180 days. Pet~mIttep C=all for inspection 639-•4175 t •. J„ R G moo 0 Commercial Building Permit Application City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 C��''� • (503) 639-4171 Jobsite Address: / yl S J /'14'I �- Office Use Only Tenant:1i�r>1�°�� /KtSnti�c/ �K-Suite# i iI Z _ Planck/Rec# Valuation: _ 1+ Permit # Owner. /Lrll-rl/' �i1�aCt�; r�r�,� ��12��Cc"f/ - Map & "11-# Address: /7 C'S ��' ZL _ Approvals Reguired L7¢It Planning — Phone: VAI dt !;ut !F7 2-- Engineering father. Contractor: [,rN f ✓L�ii �C�ti S i rrc r�r ..; -` 43/ Address: 17y Type of const: ��00 L -z / Z {� (o ` `, Occupancy class: Phone: l! Sprinklered? Yes No Contractor's License # �' �' �� (attach copy of currenr Oregon license) Sq. ft. of project: Story (1 st,5n etc.) Architect/Engineer: Proposed use: Address: _ Previous use: vyrL a _ Note: Plumbing & mechanical plans must be submitted at time of Phone: _ building permit application. COMMENTS: r'' /�' ✓� Applicant Signature & Phone number Received by: _ Date Received: __(1) `1 111 y ri� lV4) ._.:a;x,�.._;,iawu>�.-ueai::+lr,•. a :sk�r�klS;plyi+trti'�,�rrr3A�Nvie'e'utraLr.nue:-..,�w.�,,»,m..-..,> .__._.._..._.......a_....� L.� 1 Permit # Account Description Amount Amt. Pd. Bal, Due # Bldg. Permit (BUILD) Plumb. Permit (PLUMB) Mech. Permit (MECH) State Tax (TAX) Bldg: Plumb: _ Mech: Plan Check (PLANCK) _ Bldg: Plumb: Niech*. 'Y Sewer Connection (SWUSA) Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) Storm Drainage Chg (SDSDC) Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) Industrial TIF (TIF-1) Institutional TIF (TIF-IS) Office TIF (TIF-0) Water Quality (WQUAL) Water Quantity "NQUANT) Fire District (FIRE) TOTALS: 7 i - a 1� _J r LIM A LL C C �y L G a . �►.. m - E > 79 CL CL O► m c��]yyjja dna •� �LL s 1 T f4 la's • • q: ry `` t t ' i 111.44141) kfAA .IPI 111 PiI'Olt rlI kt-I.,I .)I�r till). �,�,y..�.,.,,r,•... 1 1:I IF-IX i il�li.Ji.11J I r t 11 11 A DAN �)UF71'C1tU (A-111..i 1 ROU' C T ONL;i1'.iH Fi1�ll.IUM 1 PWV 1,1f:1N t `il.1 W)I V I!.'.i t 1,04 C L11�F�(,iSit. OF PA'MI'_'KIT NmilL.1IV F 1.1!1 11) PH12i X11'0:, 1.11 Pi IYMFA r 0MUL641' PA l D ` IJI1_.l)ING PrRM 13UP94••-IA,S1y 68. '�,G7 cn 131111-A) Pk-.Fl ♦5. 4., ' .�: 161' 1W Fii•iL..L. NL.VIy ' J X1141 Clip I,-)1lNld t:HlJfdi_aI 1 f W, f-IM1111h1 I Pf I C 1.1 s i 1. 91, -7-�'.TIFICATE OP CITY OF T I GARD PERMIT #.O. . . . . . ICCUPANCY But-"'-' COMMUNITY DEVELOPMENT DEPARYMENT DATE ISSUED: 02/07/94. 13125 SW Hall Blvd.Tigard,Oregon 97223*8199 (503)639-4171 PARCELS 2SIal"21DA-00701 I I E1340'�j GW HALL BLVD SUBDIVISION. . ZONINGtR--12 EALOCK. . . . . . .. . . . LOT. . . . . . . . . . . . . i CLASS OF WORK. :NEW TYPE OF USE. . . i COM OCCUPANCY ORP. flytl OCCUPANCY LOAD:2 TENANT NAME. T 113ARD !:Hll IST I ON CHUPC 4p Remarks: Tiqat-cl Cht-istian Chut-ch- storage building with exis-ting slat-.) Owners , TIGARD CHRISTIAN CHURCH 13405 S. W. HALL 13LVD. TIGARD OR 97223 Phone #s 639-5713 Contractor.- --A. P. S. ALLISON PACIFIC SEROICE CO. 7045 SW CLINTON ST PORTLAND OR 97223 Phone #c 639--3401 Reg #. . t 94171 Occupancy of-* the above ve-ferenced building is het-eby given, arid cev-tifiv�,' tht� compliance with 1hp Gtatp Of, Ovegon Specialty Codes for- the qV-04-1p, a;--cupancy, And use 1.tnder- which the referenced pet-mi-t was 1. saiued DEPARTMENT �p oo�. FIRE DARTMrNT DIN INSPECTOR S IL FFICIAL PDST IN CON,.-.X-,jCUOlJS PLACE 7, q,4 1�r INSPECTION NOTICE City of Tigard Butldi" Departyant 13125 SW Hall Blvd. Tigard. Oregon 97223 Inspection Lina (Kec-o-Phone)t< 639-4175 Business Phones 639-4171 Inspections_ ��' �u''•� za � Footing Plbs.. Underslab Mech. Rough-in Appr/Sdwlk 1 Pound. Plbg. Top Out Gas Line FINAL. :d Post/Beam Struct. San. Sower Framing ld Post/Beam Mech. Rain Drain Insulation Plumb , ...e• _ Plbr. Underfloor Nater Line Gyp, Bd. -Noah. _ L f Data Requested. ` Times AN PM Address. l 1411 V r. l h l 1`•\ �1 l/\ ��C�C�►" _ Pensit #I-- 4) s [ Builders )l '5 // � ( 7 THE FOLI.Q�'L'sSMiZTIONS ARE `Rii t rREDs—.,,, F lropoo F i 'i Inspectors � Dates 7— VED DISAPPROVED APPROVED SUBJECT TO ABOVE call For Reinsp. t 74 IWM a� M ,v i t INSPECTION NOTICE City of Tigard Building aepaitaent / `L 13125 SW Ba11 Blvd_ Tigard, Oregon 97223 Inspection Line (Rec-O-Phone)t 639-4175 Business Phone: 639--4171 i 7.nspectione __ Fuotin4 Plbg. Underalab HocRough-in Appr/Sdwlk • Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struc.,. San. Sewer Framing -Bldg. Poet/Beam Hech. Rain Drain Insulation -plumb. Plbg. Underfloor Water Line /y/ Gyp. Bd. -Hoch. Data Request�e1d:` (^- q- 1 f f = AH PH • Address: l '_� 01;_ Builderr TBE FOLLOWING CORREC-IONS ARE REQUIRED: -,sem-t I I _ i I I i Inepector: f� 4 /_ y / APPROVED DISAPPROVED APPROVED SUBJRCT To ABOVE Call For Reinep. I I� A i I INSPECTION NOTICE City of Tigard Building Dapartaent 13125 SR Hall Blvd. Tigard, Oregon 9722 �.• -, It.spection Line (Roc-O-Phones 639-4175 Business Phone: 639-4171 Inspections Footing Plbg. Underslab Mech. Rough-in Appr/S:Swlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam struct. Ban. Sewer Framing -Bldg. Post/Beam Neth. Rain Drain Insulation -Plumb. I Plbg. Underfloor Nater Line Gyp. Rd. -Mach. Date Requested: Z 1 /1 TtM1 AM PM Address: rri.iti #I_Fu F' X13 431 Builder: 6'�LA � TBE FOLLOW-!MG CORRECTIONS ARE REQUIRED: I o� `l 1 s i Inspector^ C _ Dake: �r�1PPdOVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. I J I CITY OF TIGARD BUILDING PERMIT COMMUNITY DEVELOPMENT DEPARTMENT 13125 OV Heil Bled.Tigard,Oregon 97223.8199 (503)839.4171 PERMIT #. . . . . . . : BUP93-0316 DATE ISSUED: 11/12/93 639-4171 PARCEL: 2S102DA-00701 .:iii„ SITE ADDRESS. . . : 13405 SW HALL BL.VD e � SUBDIVISION. . ZONING: R-12 e: r BLOCK. . . . . . . . . . : LOT. 4 1 REISSUE: FLOOR AREAS ---- --- EXTERIOR WALL CONSTRUCTION— CLASS OF WORK. :NEW FIRST. . . . :480 sf N: S: E: W: I TYPE OF USE. . . :CUM SEC;OND. . . : sf PROTECT OPENINGS?------------- TYPE PENINGS?•-------•-•--- TYPE OF CONST. :5N THIRD. . . . : sf N: S: E. W: OCCUPANCY GRF,„ :M 1 TOTAL---------: 480 sf ROOF CONST: FIRE RET?: OCCUPANCY L.OAU:2 BASEMENT. : sf AREA SEP. RATED: STOR. : 1 HT. : 12 ft GARAGE. . . : sf OCCU SEP. RATED' BSMT? :N MEZ 2'?:N RE.QD SETBACKS---------- REQU 1 RED----__--------------- � FLOOR LOAD. . . . : psf LEFT:3 ft RGHT:3 ft FIR SPKL: SMOK DET. . .- DWELLING ET. . :DWELLING UNITS: FRNT: ft REAR: ft F•IR ALRM: HNDICP ACC: BEDRMS: BATHS: IMP SURFACE: PRO CORR: PARKING: VALUE. t : 7000 Remarks: Tigard Christian Church--stdi^age builditii4-,,with existing slab Owner: - --______ ._.__.__.____---.-.-.---________._.___'_'_.__.____...--- .__.-____-- FEES -------------- 1 TIGARD CHRISTIAN CHURCH type amount by date recpt ( 134,.'5 S. 14• HALL BLVD. PRMT S 62. 50 PLL 11/12/93 — PLCK $ 44. 52 — 11/08/93 93-24=+809 TIGARD OR 97223 5PCT E 3. 13 PLL 11/12/93 Phone #: 639-5713 Contractor: A. P. S. ALLISON PACIFIC SERVICE CO. 7045 SW CLINTON ST PORTLAND OR 97223 -..----___---.--___----_--___--_—.-.-----__ Phone #: L-W;9—:,401 $ 110. 15 TOTAL Reg #• . : 94171 ----- -- REQUIRED INSPECTIONS ------- '+ This permit is issued s,oject to the regulations contained in the F'raminq Insp _ Tigard Municipal Code, State of Ore. Specialty Codes and all other Final Inspection _ applicable laws. All work will be done in accordance Poith approved plans. This permit will expire if work is not started within IN days of issuance, or if work is suspended for more —� than 189 days. Permittee Signature : z Issued B y Call for inspection — 639--4175 ( i 7 Y era C + - . •, .. . ,.. • CIT1( OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT 13125 SYN Hall Blvd.Tigard.Oregon 97223.8199 (503)839.4171 i PLUMBING PERMIT PERMIT #. . . . . . . : PLM93-0251 • e 639-4171 DATE ISSUED: 11/12/93 PARCEL: 2S102DA-0171701 SITE ADD9ESS. . . : 1:3405 SW HALL BLVD SUBDIVISION. . . . : ZONING: R-12 BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . --------------------------- CLASS OF WORK. . :NEW GARBAGE DISPOSALS. . : MOBILE HOME SPACES. : TYPE OF USE. . . . :COM WASHING MACH. . . . . . . : BACKFLOW PREVNTRS. . : OCCUPANCY GRP. . :M1 FLOOR DRAINS. . . . . . . : TRAPS. . . . . . . . . . . . . . : STORIES. . . . . . . . : 1 WATER HEATERS. . . . . . : CATCH BASINS. ,, . . . . . : FIXTURES----- --- --- LAUNDRY T-RAYS. . . . . . : .SF RAIN DRAINS. . . . . : 'r SING. . . . . . . . . . . URINALS. . . . . . . . . . . . . GREASE TRAPS. . . . . . . . LAVATORIES. . . . . : OTHER FIXTURES. . . . . : TUB/SHOWERS. . . . : SEWER LINE (ft ) . . . „ : WATER CLOSETS. - : WATER LINE (ft ) . . . . : DISHWASHERS. . . . : RAIN DRAIN (ft ) . . . . :40 Remarks : Tigard Christian Church— storage bi_lilding with existing slab Owner".: --------------------------------------------------- FEES ------•-------- TIGARD CHRISTIAN CHURCH type amoLint by date recpt 13405 S. W. HALL BLVD. PRMT f 30. 00 PLL 11/12/93 — 5PCT $ 1. 50 PLL 11/12/93 — TIGARD OR 97223 Phone #: 639-571.3 Cant Tact or: ---------------------.---------•-- CONTRACTOR NOT ON FILE Phone #: f 31. 50 TOTAL_ Reg —------ REQUIRED I NSPEC"r I ONS - ----This permit is issued subject to the regulations contained in the Rain Drain Ins p Tigard Municipal Code, State of Ore. Specialty Codes and all other Misr-- Inspection applicable laws. A!l work will be done in accordance with Final Inspection approved plans. This permit will expire if work is not started _ within 181 days of issuance, or if work is suspended for more than 181 days. Permittee Si.gnati-ire: Issued By -� _ Call /for, inspection — 639-4175 i rise 6 110�M-Imercial Building Permit Application city of Tigard 1.3125 SW Hall Blvd. Tigard, OR 97223 (503) 639-4171 ►• Jobsite Address: 4 offf ;Use Only f Tenant: suite# b Pianck/Rec# Valuation: _ , Permit # 5 • Owner: �lG�A2 C'kl(t�ST'I/,nJ C k0 C tA Address: (34C)5 U3 (-4AL-A.... Approvals Required Planning Phone. Contractor: C tct � a.>. .. Address: [c'4-`-�; L'J C:.(4 t--)-1 c i..( S i Type of const: ! lC r: car)1 z x, Occupancy class: Phone: ,-- Sprinklered? Yes ( No Contractor's License # �� r (attach copy of current Oregon license) Sq. ft. of project: f C Story(tst, tnd, etc.) Architect/Engineer: A, v,.`E t �J CA l l.J l-_ir Proposed use: i P I- V-y- V IJE u Address: 1 . > F �`f S � .d�J _ Note: Plumbing & mechanical plans must be submitted at time of ��1•l l��-t � S 70 Ste^ buikfing permit application. Phone: COMMENTS: 1 '0-1 rr r BL),.tj C-O . O ,C S i SLA e, . f�y Wlc"AtJ l C-A t_ c7i)� CI - 4-6) t SI.g7l&e& hone number Received by: �� ( �L Date Received: J a t7mA •�YAYAiAi4'^RVfaM-Y iw. ,,... -. .. ....... ...... ,, 1 I. Permit # Account Description Amount Amt. Pd. Bal. Due i 6 vp - / ��t Bldg. Permit (BUILD) .j i • i Plumb. Permit (PLUMB) i Mech. Permit (MECH) I State Tax (TAX) ? I Bldg: Plumb: i Mech: I fPlan Check (PLANCK) Bldg: Plumb: Mech: �f Sewer Connection (SWUSA) I Sewer Inspection (SWINSP) _ Parks Dev Charge (PKSDC) Storm Drainage Chg (SDSDC) Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) Industrial TIF (TIF-1) _ Institutional TIF (TIF-IS) Office TIF (TIF-0) Water Quality (WQUAL) '• Water Quantity (WQUANT) y cta: Fire District (FIRE) `. TOTALS` ' { ly ,tt a,x r i9wu�t:�WlfYtdMU��Memm�m-w,«_,...,.._.w._ ._ _ ,,_..._..,__.....,,_,.«wne;•r•.•,ea�wn+,+M�cNrartucs+urarxaiksrwnw�.Xue.a.x..,a ..;.:- __. _: . _. ,,rd�lYtr:: 1 City of Tigard PLUMBING PERMIT Planck/Rec. # 13125 SW Hall Blvd. APPLICATION Permit # Tigard, OR 97223 (503) 639-4171 -— Do scnpuon --- {� pp ORS 81421-610 QTY PRICE ;.".1T Job , FIXTURES Address .r - "- o n Tavatory _ .�— "' Tub or Tub/Shower Comb. ---ckylshall 6111 Shower Only � 7.50 � ate(Closet 7.50 Owner l o'" %�.' 1(�(� f/1-�. )isr,wast,e( 7.50 - '"" 0(0- 2.j Washing Mac•ru� 7.50 - °wi"' -lour rain Sn `'� .0 ql w�Y/✓ Water Heater SO Occupant u ry m ray Urinal 7,50 Vthe; Futures _ I .So 7.50 Mr..p wf«. - MISCELLANEOUS C0r11r3CtOf =-;,7----- ---- 7wl - -- :Sewer 15! 100' 30.00 � "" n Sewer•ea. l 100' 15.00 _ ater Service 1st 100' 20.00 Ey acknowiedge that I have-m-iiclrs application. t Water Service ea-AAdit.200' 15.00 Information given Is correct,that I am the owmer or authorized agent of the owner,that plans submitted are In compliance with State laws,that I Storrs 1i Rain Drain 1st 100' 30,00 am ragktered with the Constnxtion Contractor's Board,that the number Storm 11 Rain Drain Addrt. 100' 15.00 given is conoct. (If exempt from State registration,please give reason below.) Mobile Home Space 25.00 Back w PreventIon — p Device o(Anti-Pollution Device 7.50 y rap or Waste Not Connected to a Fixture 7„50 t sat w-()*,R new 0 a itan 0 alftraU6; repair C) Catch Gassn td be dor 0, residential O non-nesldential 4D - 0.00 Insp.d Exist.Plumbing poi hr I i 4000 E�dsting use of Speciafly Requested Inspections per hr iin Drain.strg Wilding or propor+y-- dwelling 15.00 Residential backflow prnvenhon Proposed use of devices 15.00 !� p - bulk=ng or property_ -:T 2ge ftllld 1F� *(E.,rcept residentisl backhow prevention devices) NOTICE 'Minimum Fee$25.00 SUBTOTAL. f PERMITS BECOME VOID IF WORK OR CONSTRUCTIOrt _SX SUR( 1ARGE AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS.OR IF ' CONSTRUCTION OR WORK IS SU'SPENDEO OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS PIAN REVIEW 25%OF SUBTOTAL. COMMENCED. TOTAL j%. -- Special Coiufitions - —.try_-_ - A� S Y 4: P "j j` - - _�..._._.--�•_-.-'•---._ .-..._. .... - f.,�.y,--..-. „.'..tie^^✓• -•3^--'1C'^"'r'.�'1.'.^' "'_..f._."." sa--1:rf�' '..-- � r t t y 1 F[ L:I TY OF T JI ORD FtF.l.:a 11 1 C•IF PAYML N'C i l;iiC 1:K AM(1ON 1' t 91. 13 � NOME AL.i_.I:SON PAC I F I C-15F.RV I LF:: (;ASH AMOUN 1 >t 0. 00 •!ADDRESS) s 7045 c,.'-,W (':I..I N'•I•'ON STREF;T PAYMENT 1,iUbf.)IVISION PORTLAND, OR 9 7,.'i?3--' ff 'PUF POSE: OF VAYMFNT AMOUNT PAID PI.IRP(Jc, F. OF' PAYME:N f ANOUN I PW().) 1HLIILDING KEW BUP9,3-'0316 6P. 50 tiT NUII...I) PF J-t 3. 13 lf')L.UMIAIN(3 PERM PLM93'--11851 3QL. 00 0•1-. BUILD PER 1.. 50 111.3405 13W HAL..I..- 1AL.VD ;1 I CARL) CHN I f,T T AN CHURCH 1 11 11TAL AMOUNT PAID - - - -> ��t. t•3 , � N i t a? f' i Y ,f r i 'R P. (,I I'Y CIF' "1 1GI4HD RFC::k W1 (IF' PAYI11.:NT' RLC F_IP-I NO. j9 3•-e41,.)6V,9 C.:HF.(:aK AMOUN C 9 44. 5S S "IAMB w ALL I SON PAC,I F'I G f:A:iH AMUUN f s 0. 00 11;yllF,�. t EF2V1C1F COMPANY PAYME=NT 1. Hf— 045 SW Cat...I WON C31 4i1Jka1')1 V Y S I UN s PORTLAND, OR 97 i?.23-- � F'tJF2F709 Ur. PAYMENT' AMOUN I' PA 11) PORPOSE: OF PAYMENT NMULIN I PAID IA-01\1 C;HC'CK FE. _11—PJC,' 44. 5.", i �, 405 SW HALL 101 AL AMOUNT PWID r i r r 777"""""" G SIGN PERMIT PERMIT #: SON92-0092 DATE ISSUED... . x 06/15/92 EXPIRATION DATE: 0 1151812 PARCEL.... . .... : 2S102DA-00701 ZONE.... .. . ... . . R-12 BUSINESS NAME. . : TIGARD CHRISTIAN CHURCH 4 SIGN LOCATION. . : 13405 SW HALL BT.VD APPLICANT/AGENT: TIGARD CHRISTIAN CHURCH ' BUSINESS TAX NO: �' sssasasasaasc ssaa>$s.�s�===xa=aax>=3zas===c.aaacazaxa-a..as::aa .3rtssacsx=aazsaasaa SIGNS PERMANENT ( ) FREESTANDING ( ) FREEWAY ( ) TEMPORARY (X) WALL (X) ELECTRONIC ( ) r OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGL DIMENSIONS......: 3 X 10 TOTAL SIGN AREA......: 30 Nq.ft. #: WALL AREA............s 100 Nq.ft. WALL FACE (DIRECTION): E H , SIGN HEIGHT... . .... . .. 3 ft. r. PROJECTION FROM WALL.: 0 in. Il;LUMINIATION.........: NON r,ASCRIPTION OF SIGN: Ttm4mrary banner sign. 3 X 10 30 SQ.FT MATERIALS...... . ..... . VINYL EXISTING SIGNS.. . ... .: 1 5 . „ ELECTRICAL PERMIT REQUIRED: NO BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/A PERMIT FEE: $ 10.00 APPROVED Blx DATE: 06/15/92 1 1 3 f J. 1"r (7 ✓yaSi f. k Ai: r c "'� f ad iE c4r� t r r: pa� 'x W"i a r , a G :f Permit No. N 9a-Oy l� CITif OF TIGARD SIGN PEVI= APPLICATION ( • The applicant hereby applies for a permit fear :he work indicated or as shown in the acr-=ipanying plans and specifications. A SIGN EDCATION ADDRESS: 139o5 `' HpW.L- CI-VO ZONING: L QU NAME OF BUSINESS: -j I C A!G 0 C N!U ST I A0 C)-1 UCC O AP'PLTcj,rr/AGENT: i'ff;ici-- !;', OCY"If'ANY: --- PtiONE: tv3`1- 5713 The City of Tigard imposes an annual BLsiness Tax which must be kept current on all pacwm doing business in the City. Do you presently have a current business tax? YES ( ) NO (-,� ) U.L. Label iF _ PpUPOsm SIGN: (Check as many as apply) PERMANFiVT ( ) FE2EEgrANDING ( ) FRJ-,'ElqAY ( ) T RVOI?ARY ( ) WALI. ( ) FLD MONIC ( ) OTHER ( ) BILLBOARD ( ) BALI-MT ( ) e,#Af,JN E vt x SIGN DIHF2I.<'IONS: 31 x 10, -- FXPiRII`T W DATE: TOTAL SIGN AREA (Sq- Ft-) : 3 0 --- WAIL AREA (Sq- Ft,) : i o P WAIL FACE: E A -r —_ HUGHT (Ft) . 1�2 PRGJECM4 FIaCM WAM: AXo r,) 117MINATION: YES ( ) NO ( x.) TYPE: COPY: L,NCHrloA/ BiG9/�' S Nvo<- Jf/N� i s- i9 9• MATFRIIU.S: V I rJ`1 L _ EXISTING SINS: Oryj: - PAF?H t,.sc)r� 1�rLl k LH��rLCN ',icnt f AC_I tj C� AEMINIMtk=- FXCM'TION: N/A (A) APPROVED ( ) HOW KJCH ARF-A ( ) HEIGIM ( ) PLANNING DFPARIM[Wr All sign: permits must be accomp3rnied by a scale_ Permit Fede: /-� drawing and plot plan. If work authorized under Receipt No: VA - �a�-- a sign permit has not been c repleted within ninety APP- Z eft By: & _ days after the i_ssuanoe of the permit, the permit Date_.__- 16 -- '7 Z :hall beoamc null aryl void. ` FZFX=- (`'+1. PE1411T I CJM-FY IlUff I AM WE FZMJ-ZDED "VER. OF 'IIS RDWIRFD: Y03 ( ) rJU ) PPOPI-lay I AGFNr AMBORILM BY 'IIE OWNFR. E� l BUILDING PF_M it r I RD".Z(M*D: YFD ( ) Tk) 7I:4)1 i cant's s igm tu:e -------— -- — u INIMPOK" ,:.n T iG WWI- 1 E a�*tj as N It`f i y � 4 OF TIcAnn M)" 6 16A?7,- ( I - s- r y ,F Y KEY 1 c i"C Y OF 'T ICARD RE=CEIPT OF Pf-jYh1EN'I" RECEIPT NO. z92-227983 CHECK AMOUNT : 0. 00 NAME : T I BARD CHRISTIAN CHURCH CASH AM(ll1PJ-r 10. L40 AllI)RF"SS a 1:405 SW HALL BLVD. WAY ME:N T DATE T I GARD, Uta SUBDIVISION t � i PURF;'C1SE OF PAYMENT AMOUNT po I D PURPOSE OF PAYMENT AMCKIN't PAID ...._..._"__.._._.1 o. 00 --_._.....__...._.__._—..___.._.—__._._......_.._ ......_._._._......_...M_,..._ � � a I r t t 9CSN 9e-0092 .r f r0TAL. AMOUNT U)AIO 10. 00 i 1 ! i i �rr 1 IN Vq�` TUALATIN VALLEY FIRE & RESCUE ANDJ ~ Q ^ A BEAVERTON FIRE DEPARTMENT V FIRE MARSHALS OFFICE _ t c--7i (503) 526-1469 POSTED: I ' OCCUPANT ;.;� !•� . '` r� i <) ��(ice i i CONTRACTOR BLDG. PERMIT It 1 PROJECT NAME PLAN REVIEW �b _ l LOCATION JURISDICTION: 1= Be. 2= Du, 3= I:,C. S= Tu. 6= Sh, 7= Wi. 8= G^ 9= WC 0= PIC COVER rFIkAL SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINALEl s Framing Separation Walls U Sprinkler System Shaft 0 Fire Dampers (Overhead/Underground) Alarm Syst,:;^ flood' Extug Systems Conference Spray Enoth Ceiling Cover U Other I L, it,I - -f /,� �, - Lj Y 1 g i,. d,f?C i.V ) 1 1 ►. -e r Ry v Gt X' I t - �• I 11 1, ZZ l C-� SA LJ i 1 - " Inapec to r: , 0Dltes V , a ;.,,� ,