Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
15500 SW 72ND AVENUE-2
I I , M Oldz U CL VJ O x a. m ' n � CII •.. 0, n oM,N uJ • oo �ry I- T» W < z woN z au)a, CL LI I Iz W� WLL cf) 1:rS Z<0 00 Ute " � W 3Z � a: c-3 G � Q (D�O , r uT LAf)Va&o*am A QoP dVtudPsrt;, z cv W c6i SW 72nd Avenue '"' _ _ - - - - -- - � ,/ate - - - - - - _ txT'ENT el I4EW %I DEWv, AS T 0;: 24-1 All �I Tp ( vo Q ,'C J C Kea 45 u--------- - -- -- ---- -- - � .3- -- -- -- — o -" �.. AW`„� Ufa ---- % v > L1.1 c� p� L eco -O ® _ Q'fr Agfa I �, �•rc 03 • ,. , o - I - G✓ V1 Ute" o� 1'1 O ----- - I l l I J t r-H �T -_ - -- - --- -- r ��� tolV cot- LW 5 P � P 9� 'too7___1 RA+M P /a � _ � � � GD � 5 q-5'Ulud r y r Pl� O "U 114 � �i O >, dv a J� FT- -r �A�t`If�,� \ \ G� 16 c (L. LP PROPOSEC3. �LaG. - Cg. M EXISTING BLDG. • F.F. 196.5 ' APh^OVED (2JrilGYc.��E -� �pIS"���" CITY F TIGARD x�} By- \ hv��\��N.. of\III, D:rte iL!A Q CiTY OFT ARD Approved.............................�.. .......................... ( ]: �r Conditionally Approved............... ......................... For only the evork cs o "ed in: PERMIT NO Seolctteito:Follow _ ................ ._ . .-.................... ��<O ( ): 6� . �aAttach.... .............. ................. ......... C J: O07 �� A aG��iX� Job Address: - _� ��- h�P Z By: — D21e: A s° - a LIV SITE PLAN - WALMN VALLEt 'IRE MARSHAL OFFICE ` 1 = 30•-0 CONDITIONALLY APPIi0`!ED. . . . . . . 'IF \ - APPROVAL OF PLANS 19 NOT AN APPROVAL OF North TS. • S&iV, Chi D LETTER. . . . . . Project Site Site Data _ r LEGAL DESCRIPTION : S.E. 1/4 SEC. 12 T.2S, R.1 W W.M. WASHINGTON CO. OREGON Submitted For Site Jr4K SITE AREA Design Review 3/13/89 i 2"90 =�-_._ �IrtT�tz�T,��s EXISTING —95,782 S.F. 89,827 S.F. YtD �,�R r � PHASE I{ —25,254 S.F. 19,944 S.F. �c f✓ TOTAL ._1121,036 S.F. 109,771 S.F. Pot D,oRi N �. LANDSCAPING S EXISTING 20,600 S.F. 21.5% 19,400 S.F. 21.5 PHASE II —8,885 S.F. 35. 1% 5,590 S.F. 28% DATE TOTAL _29,485 S.F. 24.4% 24,990 S.F.22.7 DRAWN BY \s BLDG. AREA BKS/PPA EXISTING —32,350 S.F. 32,250 S.F. Ii[, I.1 )Rf PHASE II —8,386 S.F. 7,750 S.F. PPA PARKING �/IClillt �a EXISTING 102 103 Vicinity p PHASE II _ 23 9 ;+.t.s. TOTAL — 125 112 RATIO — 2.9/1000 2.8/ 1000 = ""e `' -r` J'C 1)1, - Lee�end 3 f-4 - 1,0 .'tom, �.-rs -1D �. 010 - bQ ov C E IE D CRI\/L' M 0000, UGA'f�i� y C-r MAGKENIIEISAITO A ASSOCIATES 0C I� � t/N,AU AIONiO RESERVED J• 'HF;F DttAWINGuAMI PI I • .� �.:.F� �tA .t••tlt hu • .., HO 'TYPI✓ �' &_NSTIZLJG 100 4 'iAi AN(J Aar NVANN,MF 1.'I l SI-IFf T SD1 COb11P IND11I �I 2 EPIWIT NO. DUP 8911•_+1 �t� 1 1 Or- 171 --- 289097 ,I �,,.. w II,AMF iTF PAINT{HIP 87706 R MONO- NO ... '12L1�1'. ••E..s:.r.�a. ,,�I ��IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIt1lllllllllll�l�l�tlj�t'1111111�III�ili�1111111111 lllill{IItI111111tllltltltlllt{1{1111111111111{II111111111{1111111t111111I1I111111111111111111111 i IJ1 I10 11 I� ( 2 3 4 5 6 7 _ A 9 NOTE: IF THIS MICROFILMED " DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS ON., TO THF QUALITY OF THE ORIGINAL —'- DRAWING. OE se 92 a 9? %2 tz Ez 22 Iz 02 81 61 L1I 91 QI tl EI 21 II 0 `1I�6 9 L 9 S11�''�.�r��,,`II E11--'''' Z I11••'.•N•••A� tgl�nuhullunbul�unhNlluNInN11NdN111111111N11Nuho1�En16N1�uuluN�111111IUI11U�1111�I111111N�mIIINlll1111111I�III111111111111N1111tIIIIIIIIIII1�I1lIIIII�111111111�IIIIIIIII�II11�lUI�U1111111111NI11111111111111�IW111N1111J1111�111h11111UIIIIIIIIIIIIIIW�Iiit APRIL 11 1991 d Iy I e� r J I O z C7 w � � cr (o Uo x ) E m LU 0, M- i (jw$,bI I� —1_1 � ' WpN ^ch N� 2 1 IL0Q z0 . W � z� Yds zoo, � Q � , m�u F- ............. ............................................................................................ .......................................................................................................... ...............................................QM4 L.A-Tp-pLAIII AL, . G0 HHe.GT To SW 72nd Avenue ► 'Lb�2 t R x� r •. =< ��h 2 ----- _ - ------- -- - —_ r . W avc�4 - i Fw ❑ - — —.�- - -- - — `� i., ^ I6d.4I °�o.Tr`v vn.8`t •� • Q i� t . ••�..�>\ 1��� eEen�ieeeeuuuee uee�f auuuunuueeee nneenupuueilY eee►' 1�3 ~ 0 IM IDS Ici r r— ' 4'' I J� - �'�"`' �� �,I 8•yol ? l% Lt A- CL _ — PROPp9F.D1"_QLDG4' ,� .F. �.9 5,sCL EXISTING BLDG. 5'� • F.F. 196.5 - - ca _k TRAt�IS>"o(tr"16k� Gc e ��t''" /a(5* a 7� OC UTILITY/GRADING PLAN - • W 1 3 0 0 -j North Legend General Notes „� -�R��IU P/SfZ�EAr PGS GO�.ITRAc.ro2 '('o ��E(ZIF1' ANO wNFIR.I'1 (),JH I4-" AL-L 01MF-K1516NS At-it? coNDITIoNS ANV ❑L� lax-J•=Ate GATGH NoTIF'( EEKWKIF-e:k -,% ArJY O�Sc- -EPA►�ILIEe G i• `, c;^Te H P�.�� PRIoK. 7'o sTAK-r OP WOKK.. ALL WOKK. To ft tC� 2790 G6 Irl O.�aWhNGE WITi I Amt. APPLi�.D�l: YIU Yfl[!�Aht� -*F,4 FIRS H•fDI2�►NT coOEs .AND Si a►JDAftOS. •` � ��" , ,,,. r-- Exl�v c�NTOUR �O�ORE ON r w coNTvuse 2, ALL ko2K. WITUI►I GL.ITYOF T1caA70 u; '%f46' � SI4ALcvN F-o�P� To � MEw SGf Po-r Fax c;- r oTIG/AKP STAI.IDA RDs, WN IFOKM o1; �• !=x-IA:q*Icw c1pro$LH fjwe4L PL W"151 W C-4 Cv!7F, b W 9 A.F. W.A. STAN 0 A rZ 0-,, ■wuSTHman W-w ScvtI cvewtA 19151' EOITI0h'1• I_)ATl •—•• sS-- FxI-A'jGO S•+NI G'-RY ` -ir>-89 it�ee DO— GaM�T'I[, L'V�TI:-�ll�l�l 3• INSTALLA71o►J c�F S7 p.L`�T AND FbL-ES SHALL- G0tiIFr)2M V PGE. DRAWNBY ��.��' NQI.J �v�.fJlTi►.Ft`I� �� STA N PA 205. F-to W i P I•-'I EN T A PPIzx:�VA L SH&�-L- 15 O6TAI►.IED I:iZoNl P;aE PKIof- BKS/PPA —fir ►�Tlr-ksl L1/46�2. I.IN� •R) c-)N%TRtdc-T!u�J. ( rl(-i hFDB't �'• SEE DETAIL (e/Gp POO PIPIT OSPDINGI PPA d l�Ic-FILA. I►J�vl�'MATIc?I�• REVISIONS S, SEG DETAIL- IA,P FoK u+,i c-1-•I bD.sl►-1 I� 2 • IZEki, T-) Ie12P,i �qSTI;j.KTIO�4- SM PTL-. -2/cv Ft-K �G2 Mme, REvIEltii c 4ANo OT De.TA jc-. lo, Gool�t�rLd'fE 1,441 t.2 LINE L-40;2F- l4111Il llcLok2D { Ll�'fBFt DISTRK.". A,LL L-I012K- S1�ALL GOf �AFLP^ rfo �, L.I• D �;�•N pAR� i S-J s, A/ACRENSIIGMYS a RESERVED RC 1EM,ALL MOHTS RESERV EO 4 'Hf SE f1RAWINCIS APf '.11 ou,ol u'• , MAhA ANNICU C4BSAI AIf': A'1 I �• p'eV oal C1UCED IN ANY MANNf R —:1, .f •RINR WPIf 1FN Pf RM155''N'1[M':A '_;HEFT CO bW INDIV SD2 01, 2 PERMIT NO. EiUP 8911.31 J:)P NO 289097 —I AMf 111 11ulN1 A H fM I1!IR w _.. III Irl".III 11 III I I III 11 '.I I I I I I'�^,,1..'•i..a-1 �; I III'..I, VIII I I I I I I",1 I I I I, _ ,,haieMrrn.;.�`;,�..,,,.f.r,..,e•Tawe{'nrwa,o.rA.y,..,;,s,..le'.,.<,...N.... .. ._. .,.,, ,.�, I I 1 I I i I I I I I I I I fi I I I I 1� lY I I I II III 11! 111 Ijl IIl 111 ltl 111 III ItI 111 III 111 ll• III I!I I!I I I III � 7 B 0 10 NorE; IF THIS MICROFILMED ► I .�. 3 ..��.. ., 5 8 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO T►E QUALITY OF TW ORIGINAL -------- --- .,- DRAWING. OE bz 92 Lz 9? SZ 12 cz zz IZ 0z 61 91 it 91 51 Irl EI zl II 01 d • L 9 S C z . � f►Nln►►I►n►I►,HhIIILII►►►►►►I►►►11H►►luuhulhud►�►►I►I►►II►N6++EIwI�►►►hlllllluluu{Ilul+lnlnl!Iullinnl+lulnulu�{!mGn!{n!aullin!dll!!Inl!hlullnd!luh!Id!u!h!IJIUIGwluullulbuliuub►u;uuhw�6uluuluu�wllyubullnubwlall ' APRIL 11 1991 ,I I - y T k F I r O rJcz (n CnM ^, It _ O x ,^ lJ/ m O �l Z O u� m N L-LJ < Q Z r n M Q N 0 � L) ' L° QELL UW W C/� LT, m o c Y c17 u, ;i z orn i Q Qcc = Fn 5 06182 z TU a."'!IELD °AiZCIIJt+t / PCR eAI of '-ieAo KO W In SW 72nd Avenue � K�UiR�M�N''S IL � 0 K&, 7j = moi'4D 54 �' A A A �.A vJ IJA`� D [ A W Q) C K� �:4� O a Q. N �'r�O3 ✓� - —— -- .I d° 3(o J F ) W =) a) M/ � � �� v Q ,k W v m (L O j �_- PPOPQ9tD. BLDG, c 9 S.$ •� CL (-4� � Q •' EXISTING BLDG. F.F. 196.5 T� �,%�� c N Lr: 0 -o \ � oad a�t �4� Pao d LLJ -, LANDSCAPE PLAN \ North , • %r J LEGEND \ A. ACRE RUBRUM VAR. RED SUNSET. " CAL. B. & B. 6' ON OWN ROOT. 0.C. MAX. B. EXISTING TREE. C. AZALEA VAR. EVERGREEN 12"-15" 2 GAL. CANS 4 '-0" O.C. D. CHAMAECYPARIS OPTUSA GRACILIS 6'-7' B. & B. E. BETULA JACQUEMONTIANA 2" CAL. B.& B. F. PHOTINIA GLABRA 15"-18" 3 GAL. CANS 6'-0" O.C, I�5NEKAL NaTEs _ 2790 Y1 , �� JEQIPY `SIZE a Lcx.ATlt,N OF tiIEW LAWN ND.O�l:�GON ,•.. Ti G I'LANTI NGI AR�"� ON 01 ALL KHopoIIEF-IDKows AN(/ A2A�-EAS ` 19' SyAL.L PE NF-LL bL1D059. C-• '')LJ\ 9 SPALL• PL4NTIN6; ARe% FoK 2A r.,46-i;EL A�L:I REz lW I 12-t D. P DE5-,N ANIS II,MENTA,TI&4 01% „}ay IVKlr-1470Q $Y .-4ND V-"F- :r4(-NTRAC'bp. DRAWN BY ALL. gT��T T�EES To HA\!E �i I N, v�L.I Pert 5' BKS/PPA pF 4'-G," IN NEIGI�T, CHECKED BY PPA I JI 1 L ( Pf:vliSIONS I 'L , R6V, 'T I IbM IT X`-- 12 E V)Env 0 f LI I �P L-tom MMCKEN RIGHfTO E AS IVIED ER PC 1iSY,All BION FB REB:RVED THESE DRAWINGS ARE IMF PROPER11 0' MACKENt1E SAI TO A ASSPUATES PC 1M SA)AND ARE NOT TO BE OSED OR REPRO DUCF I!11,ANr MANNEP EXCEPT W,TN tNE PA,(,n NO r TEN PFRMISVIN 0,M SA �OIIAP INDIV L 1 saw PERMIT NO. PUP 8511'-1 OFnF 4 JOB NO 1 L-j 289097 n WII I AMFTTF PRINT ARM 013os A F OWN ''�� !*�IIII�,IIIIIIIIIIIIIEtEl1111111I1111111IIIIIII1I1111111II�1�I�lilllll n IIIIIIII�!I►IIIIIIIIIIIfIII!III!I!IIIIIIIIIIIIIIItIIIIII�IIIIIIIIIIIIIIII►IIIIIIIIIIIEII�II;IIIIIIIIIIIIIIII�IIEI'tII11I _- ._ ,,,..- � . -......,,,, - I , .`e _. _.. WTE: 11 THIS !'ICROFILMEU 4 2 3 4 5 6 7 13 9 10 11 12 DRAMINU IS LESS CLEAR THAN TH'S NOTICE, IT IS DUE TU THF G,A,ITY Of TIF (.?iGINA'_ f DRAMIN, OE 62 E2 12 92 S2 12 f2 Z12 IZ' 02 61 E 1 91 61 •''•-rl EZI II 01 • • 1 11---- S fp E—'.• E I"��" duIN111111JI:N�11HI11HIENIlIH111I .a11111�I111�I1M11111'1I11�IN1'llNlllll'NIIIIIII�IIIIIIIII�II�IUI�1i11111E1�111(nuhlnll�l�hlDl,ltl!uIM1111htuhulln111uuI;nJunbtuhulhudlwb�IulLNIbHd1111hN1hluhw��Ib11Uw�Illlultlulul�htn - . APRIL 11 1991 A RWor I S10 o,, _ ---- - 29'6" -- ---24 16" 24'6 — ► --- — 29'6 - --- z SP,_ (.a_;� L_ „ ± - - (4) SP. @ 5'4 /4„ ,1 '1 (4) SP. @ '4 /4„ 21 (5) SPSJ S '1 3/8" + =25'6" = 21 '7" _ 21 '5" - = 25 '6" o R 10' MA o A2 s MR uJ Z F.O. BRICK \ W W •- � - s 0 ------------- -_ - --- -- -.- - --'--- ___ � KEYNOTES _ _ _ _~ zI � W < -- N O'► �• 5 I 1 . BRICK VENEER WALL SYSTEM. 6 p � 0 � 2. STOREFRON T z r r 60 I I I MR MR 11 W U) �1 m O rn MA 3. 6 X 6 X 3/16 T.S. COL. TYP. Q INTERIOR. Y i M I I 6 X 6 X 1/4 T.S. COI.. TYP. Q PERIMETER. � � u 3 z t Cq 7' 4. 10' X 10' OVERHEAD DOOR WITH 3' X 7 ' MAN DOOR. Q � _j 04 ( ►Il , t - -- - -- - _ F.O. BRICKo B S. LI�It OF BRICK ABOVE q Oa 6. 4" DIA. DOWNSPOUT z I I I I 37. SOLDIER COURSE. 111 i I r. v B. METAL BAND ABOVE WINDOWS. 14 1 112" 1 � Ln 9. DOOR ARMOR. r.s. I II 10. FLASHING. z - rMR 3 4 m ow. I ;� 11 . EXPOSED CONCRETE AROUND O.H. DOOR AND MAN DOOR. r` \\✓✓ Ln c 12. 3' X 7' HOLLOW METAL DOOR. L i F•0. SRIC 1' I I I I I to 13. ROOF BEYOND. 0 -C O Lr 14. CONCRETE TILT-UP PANELS. W In c, — 000 2 v 15. ROOF SCUTTLE. SEE DTL. 4/WP. > c 0 12 - 16. ROOF LADDER. SEE DTL. 15/MA. W 04 SIM i1 _ - — r-� Ir.l MA 17. OVERFLOW SCUPPER. SEE DTL. 3/WP, MA MA T.S. F.O. BRICK - I� `�_P R'_i K_ .=p_ `-y (6 F- �J T.S. r� r3 U L_EGEND _ C� o i- d � o �; BRICK VENEER a a' O s� CONCRETE TILT-UP WALL BRICK VENEER ON CONCRETE TILT-UP WALL 1 7 8 cri LID � 1 4 Q 2 2 �15� Az F.O. CONC. —----- L. — —_ F.0: Ctw. D 1 '4_� - FLOOR PLAN 1 '4." _.j Z rP _ - a. 0 Scale o 1 /8 '/ = 1 ' 0 _ C NORTH 0W A D > 53 i LL W 13 10 z lz` I nz ���.1 ; 13 r/'L _ T/PL � 1� � II IIrral IIIIJ` . C Ff; .rZriarl'1r \ 'I _i� t I•:+ 1 Y�. 6 5 zr z at a •Ia(� ., arI tzt MPMR .IarxMA TYP.r• 1 Isar 7It 111 'y I' I t - r (,� z " `i;•.� 1 MA Iil1 _ J 1-3 r r Ir 1 F.FL.__ I Itaz:a 7 r MA 4 1 tIt 1 2 1rt _t4 ;TYP. 9 14 TYP. !)YAWN HY: �•- MA SOUTH ELEVATION _WEST _ ELEVATION CHECKED Sca I e o 1 /8 / = 1 ' 0 Sca : e o 1 /8 = 1 ' 0^ ( I I REVISIONS: r<.Cv, T.3 D`< /B A S 1 1 A7 po 13 13 10 T/PL �MA MA MA TYP 1 7 -- -- © MMxENCIE!sAlo h ASSOCu1r:,y 1. 1 19W. ALL RIg11 RESERvTU -- - 2 II�I I' MAG(ENZIE SARO h ASSOCU rES, PG (M/S 1 MA C PENty OF �~ 14 --`� I TYP. A))+FAND ARE HOT 0 BL USEDA DRAMNG5 ARE rHF ODR REPF(0 DUt.EO IN AW MANNER, EXCEPT WITH TMC .--, / - --_-- -- - - 10 PRIOR WR1ITEN PERMISSION OF M,'SA i rl 3 MH C F.FL. F.FL. --- --� _ (D I IJ— l j .__... _ L __J _——. — I. Al 4 9 4 TYP. ` MR NORTH ELEVATION cc EAST ELEVATION OF Sca I in e 1 /8 " - 1 , 0Sca I e 1 /8 = 1 ' 0- JOB N0' F'Ef•'hl T 7 IWO. BUF 991.131 +, ('289097.w.� 4 OF 'r �� •.-'. -. 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I I I I 1 1.1( - ' • V - 1 I 11 1 fill 1 III III 1 1 1 1 1 1 1 1 aa -i-.rl ..a1+_......,...,.....,..-•- -- I I I1111111111,11011 III I I I 1 1 1 III 1111111 1111111 1111111 1111111 1111111 1111111 1111tH 1111111 111111111 11111 r:- : _ ( r., t I I I (' I N01E: IF THIS MICROFILMED -- ( 2 3 4 5 8 7 — 8 6 10 V DRAWING IS LESS CLEAR THAN THIS NOTICE, :1 IS DUE TO THF QUALITY OF THE ORIGINAL • DRAWING. — — --- -- — -- __ —_— eE ez ez ez sz se ►z cz zz Iz oz at @I Al of 1110,11 El ail 11 01 -a 9 r � Is-- 1� r E 111IIIn11Hnlunhullunhl1111n11nulunh11111tNbu11►►1►ho►hlalu►11MUIuulNnhn1111111111111uIhwInI1111t (illltllhllt tI11�MnIMlIInIIIIIIIIIIItIlll�llllllltlhllllllllbullaWiUltlnnlunlRNlnulunhWll�IIIIIIIUIhlu�lllllllllaWhualWlhnl ' . APRIL 11 1991 _�N nw . r 1. - N I KEYNOTES - C E N E R A L NOTES 1 . 6" X 6" X 3/16" T.S. COL. @ INTERIOR. 26. PLATE 1/2" X B" X 9" ---.� 6" X 6" X 1/4" T.S. COL. @ PERIMETER. A. USE 5/8 COX PLYWOOD W/ Bd @ 6" O.C. (EDGE NAILING) l 7 3 L� �j 2. 5" CONCRETE SLAB. 27. PLATE 1/4" X 8" X B" EA. SIDE. 1 '0" U.C. (FIELD NAILING) . BLOCK ALL PANEL EDGES W/ �:- -- --� 2X FRAMING FIRST BAY IN ALL ALONG WEST SIDE. i 3. BUILT-UP ROOF OVER .518" 28. PLATE' 3/4" X S I/4" X 5 1/2"./8" PLYWOOD ROOF SHEATHING. B. PROVIDE SIMP. ST221S @ 8' O.B. 4X NAILER TO 4X PURLIN 29. WEEP HOLES @ 4'-O" O.C. MAX. TYP. @ W.F. BEAM ALONG GRIDS 1 AND S. 4. 2 X 4 D.F . a1 SUBPURI_INS @ 2'-•0" D.C. W/ SIMP. ia� 13 t2 2g'6" -�4'f" 24„6"- J- 29'6" F24N EA. END. ?0. L 4" X 4" X 1/4". WELD TO STUDS. C. PROVIDE SIMP. ST 2122 @ 4 '0' O.C. 4X NPILER TO 2X SUBPURLIN V Rf RF o ------- -.- _-_ __-_ _ _._ .�-- -- -- - -- ---- AT GRID A BETWEEN GRIDS 1 AND 3 AND GRIDS 8 BETWEEN GRIDS `` 1 '1" t R 8A 3 IS li _ f1b1 '1 " _-iw 1 '1 " S. 4 X 16 D.F. al @ 8'-0" O.C. W/ SIMP. H8416 31 . 1/2" GYP. SHEATHING. 3 AND S. T.S COL. R2 A2 C RF RF RF - EA. END. Q �. � r.S COL. , F.D. BRICK Lr -• \_/ r/PLATI rrP. 6. 4 X 16 P.T. LEDGER W/ f4) 3/4" QIA. P.B. @ 32. TURNED DOWN SLAB. D. TYP. UNLESS OTHERWISECENTER LINE OF SNOT'EDNTER LINE OF FOOTING -� N PURLIN AND (1) 3/4" DIA. P.B. @ 8'-0" O.C. 33. 1 " INSULATED WINDOW SYSTEM. F.D, BRICK _ - n'o" -r SEE DETAiL 4/'RF. a" E. ALL INTERIOR AND PERIMETER PAD FOOTINGS TO BE 4' -6" z 6 34. 16 GA. TOP TRACK. r- 111/4" X 4 '6" X 1 '-0" W/ (5) a5 EA. WAY BOTTOM. W r ^ T.S ca. -- -- -- - J o _ rPLRrE '' 7. CONSTRUCTION JOINT @ 24 '-6" O.C. SEE DTL. 3/C. a N �--- - - - - _-'- ' '- '- - ----* i;•t-A - 35. L 3" X 3" X 1/4" @ 4 'C" O.C. W/ (4) a10 F. LEDGER AND STRAP TIE PER DTL. 4/RF. z T/PL-ATE -- ---- - - - -----t S. CONTROL .JOINT @ 2S' -O" O.C. MAX. SEE DTL. 4/C TEK SCREWS. SEE DETAIL 9/C. Lu � z �O' r17 0' / I 12 16- 15 16 15 I I �� 15 11_ 9A 3 9. NOT USED. 36. (2) a5 CONT. TYP. lfl 42 RF 9 fl I k`F) RF C RF c 10. 1'-O" X 2'--0" BLOCKOUT. 37. FIBER CANT STRIP. Z 0 . 0 1.00 Quo I I rrP. T/PLATE T/PLATE 1 1 . CONCRETE PANEL. 38. W21 X 57 A T ROOF. W/ � oo n / B F.O. BRICK - Cn r/c.L. r �O 16 19, -^! - 11 F.O. BRICK 12. MC 18 X 42. 1 39. DOOR 9RMOJR. v 3 C I I 1 fi,5. B> U Vj N - 4 0 L 4 X 4 X N T.S COL. I" v F- RF I L` =3 --- - -- - _•f --- _ - -- ---- -- -- "a 13. 4 '-0" X 4 '-0" X 3" ROOF SUMP W/ (1 ) 2X8 AND (1 ) v0) X 4� :, I 0 2X4 AROUND OPENING. SEE DETAIL 3/WP. 41 , W14 X 43 BELOW. Zo pct 38 � 42 -----r ." Q a a�1. o 14. ROOF SCUTTLE. PROVIDE (2) 2X6 AROUND OPENING. 42. (2) ROWS 8d NAILS @ 4" O.C. ALONG G.L. I I Into N 15 16 32 12 16 � I SEE DETAIL 2/WP d 15/MA. BEAM FOR DEPTH OF FIRST BAY. 11 16 6 1 41 N -+ I� 48 I RF c / I 15. C1� X 40 @ROOF. SFE DETAIL 3/RF. 43. 1. 4" COL. CAP PLATE. X II Lit N I 1/2" m N X 16. W14 X 30 BELOW CHANNEL . 44. V.B. BRACE (V9-8) @ PURLIN 16 COI. 17 X 32 RF� 0 C0 00 r.._ _ Q 17. 4 X 6 P.T. LEDGER W/ 3/4" DIA. P.B. @ 4 '-0" O.C. 45. V.A. BRACE (VB-10) @ PURLIN z f.0 _ ~Io in10 I 10 1B. G.L. BEAM. 46. 3 1./8 X 16 1/2 ^'L. PURI-IN @ 8'-0" W N r.s cOL. T/pLA� Ln (' - _c O.C. W/SIMPSON HH93 HANGER EA. END B I/PLA It m ii 38 ---,0 19. Q.F. al 4 X 6 PLATE. ul 47. SIMPSON HC57 HINGE CONN. 0 6 °� 11 6 16 20. FLASHING. I I 41 C RF RF 0 Q' s ! r- -� �� 10 0 21 . P.T. 2 X 12 TOP PLATE. c I I r--n rYP TYP. - 1 '1 1/2" T T/ A T.S COL• 22. L 4 X 4 X 1/4 1:/ 5/8" DIA. THREADED WELD STUDS �"� 'a 0 L��j RF I I Is'll" AT 2'-O" O.C. C TYP. LLJCJ� 45 J J lrl •0• �' 23. BRICK VENEER W/ GALV. TIES AT I'4" O.C. EA. WAY. n• v {/J i \'J T/G.L� 1 T/G.L� 16�7� TY7�-- I I ^r.S COL. 0 4 !6'2" 16'4" RF 47 � 1 ® i6 M 24. 1 Sa BUILDING TNG PAPER. i \ I 3 17 2S. 4" 16 GA. MTL. STUDS AT 1 '-4" O.C. 14 M X RF � fO Q -1::5T s oo a, 7 OI W In rn d, N - - - -- - ----- - - �1T--i 20 21; d. 2 I \ In p 111 p -_-,_ T/Pl RTE - 1/2" pIA. F LLIG WELL) C'J N @ 2'0" O.C. 2° 21 /0yy�� R2 .. T/BRICK a: _ X' m / �.I i -- - -._.__ H - rte ?0 N I S T/BRICK C\ I I I OJ I o C� C9 I 43 O 3 ) cv RF 6 TYP. I NTaL/ RF - 1n cc " _ I 11 rte, '1J, - - - �. - 6 Cr 19 1 --- 12 (3 46 11 Q 2 -� I X14 37 I I 5 c 22 .a.- \� a ^ TYP. T\ .-. I � e y 1S I 27 � � - -. 18 _ Rf U1 `0 - - - - - I uj Z 3/16 ^� W F1 / 3 e 2 1 Ln z _ 0 0 17 r_� RF RF -_ 2 � p [Y ti - - RF w- N F- SIM. II A2 N 26 + N V D I Qp �/ F.O. CONIC. - ---- - - -- -- ---- - - ------- - --- --- --- D , N N 23 I -+ .. N o - F.O. BRICK a � _2 24 I 1 1/2 PRCIP. LINE 5 L g l 42 42 I /1 r/LEIICER 13 r/G.L. 42 r/G.L. 0 11 T/G.L, U 13 is i 6 7 Z S e r�: IR SP - L 1 W 14'12' 15'3" isle" IS'3" LLj 1/4 28 ct ewp�j c c wP r/I.EDGER� C 25 RForYP. r1P. TYP. 14'11"i z N Lu � 31 q LD EA. SIDE car 24 0 -• 1/8 -+ ~ � Z die T` CL. SM. - NOTE_: VERTICAL CHANNEL SUPPORT FROM WIDE FLANGE v / 12 r/BRtcK / - TO TOP CHANNEL AND VERTICAL T.S. SUPPORT _ 7/eRI°{ -- _ '• c 0 29 16 BELOW WIDE FLANGE NOT SHOWN FOR CLARITY. \ - SEE DETAILS 1/RF A 1S/RF FOR CONNECTIONS. M �W/� BTM/HRICK ' BT'M/HRICK .. 10 V/ FRAMING PLAN 20 40 U. J EDN. / ROOF -` I ._ 30 -- 31 �! � Sca I P � 1 /8 = 1 , V LI `O r/BR � 0 0 0 LL E NORTH - 1n N w 00 0 r -j 13 uj N U) MR "� FOOTING SCHEDULE Lij LONGITUDINAL TRANSVERSE MARK LENGTH WIDTH DEPTH REMARKS REINFORCING REINFORCING o V I v Lf OI(:L.ND, QRi UA 5T6" 5'6" 1'0" (6) #5 (6) #5 ~ N M ^ Ut r r © /TG 4'6" 1'0" (5) #5 (5) #5 o fy � � � 0r \) © CONT. 1'6" co N DATE: -- --- ---------- -- - (n 2 _ U CONT. 11011 1 r? __..�- - ---- - - -- -- V DRAWN N BY: U 14 O MR -_ CHECKED BY: CY I I L'� y � REVISIONS: K ^1 A2 r/ BRICK - �J, Tb PEf A4 18 3 4 55 STM/ ffijg� 7 s e 1 / I I 2. 1 2' I I RF RF RF NP TYP. TYP. U1 -- N 35 I i ----- -- - ---_ ... ---- - - ---- / ------ -- -_ - Ce U 31 - I I / ~ 14 SIM. 195.5' 29 $ 195.5' I I FIN. FLR. FIN. FI-R. - -- -- - `` o ----- -- - / IT I -I- I • :'w�ctxz�[;sNm a ti-soarrzs,P c 1966,u L marts rtEs[RM \ 38 It! 0 I ntX DRAW"WE THE Paorum of rT TAT AR�►aT ro e USS on RER'°s • I _-_-. ._ I PRM WIN ,RJTTEN IW CEPT W" THF -- -----_ __ A2 A ` BLDG. SECTION 1� WALL SECTION 2 \ WALL. SECTION A2/, Scale : 1 /8 " --- 1 ' 0 A2 Sca I e :3/4 " = 1 ' 0 A2 Sca I e 3/4 " 1 ' 0 JOB No. P289097 ••.• .•`ry4M, - nv�-. II��vv��R'.k1YP../ogPi. � eMl'•..:I,NAy n•vuea.MMir'1n61n.ni.Jnr:nK'Tv44R1wrwNe.Tr,roW..rwnT.ARrMiw16`IA.tYfw9RL.'.An:aii.R'n.nlCi�FD'AM.WG.�4'.i�'.F:airflW�l'[R.FIlEP1.ay.S.1WgM4�.>�: I I I I I 1 I I I I I I I l I r l I I 1 1 1 I I I � 1111 111 III 111 111 III III 111 III 111 III 111 III III III III 1�1 111 III 111 111 111 II III 111 III III III III III 111 III 111 111 III 111 III III 111 111 111 111 111 111 111 111 111 � I � I I � I ,� � NOTE: IF THIS MICROFILMED I 2 3 4 _-_F 8 _ ---- 8 9 In 11 12 DRAWINI, IS LES, CLEAR THAN THIS NOTICE. 11 IS DUE f0 THE QUALITY OF THE ORIGINAL -� DRAWING, QE 62 92 12 92 S2 ►2 E2 22 12 02 61 81 it 91 S I b 1 E I 21 11 01 6 9 L 9 IS ► 1E.- 2 I�••"" n111NIhu11w11HHIIIIIIunIuHINNIm1111u�nnh filNnhullmllnullulluRIfit11nu1110111111111111111111IdIII�Ili III too 1n11111111I1111uldIIIIlUfill 11111111111IIIIIIIIIIIIIIIIIIIIIIIIHIIIIIIlUI11Nu111NIIn111111�I11111WU11u1111�IlIIIl111W1!I1111�n111111I�IWlll11 1 I APRIL 11 1991