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Plans (129) C �.Then HD5 Allowable Tension and Shear Loads `,aHIGH PARAPET in$'Lightweight,Medium-Weight andIBCI !y (BC• R ‘951)11% Mark ec me _o" — - — Normal-Weight Hollow CMU f M. _ i' Hollow tch +toads t Oregon Onn Fmbad. 11#f on MU Strh 4y '� -1 4666 hL 1 all ? EkoL d r.,..otoed S11ea Lon In in /% • �4,�I, % ��,rn".xDrxro,cMNx -==, :‘,.,==.z„,.. ! 1 1rt ! ;mml 1mm) Utn"ale AllowuWei trtBeate I i i 1f1 RNI 0(Mq 0 (k14 Q IIdN .°. Lk, (1) Anchor MMBAedbFace88eN(see Roue 51 -----,:z„.......,>—_-..---:' it 25'-5• _. l',„__________------- - ` % ,4 9% 4 4% 720 145 7,240 250 ( J .95' 14`1 917) :3.21 ,*)6 i5S {t P (� 0 0 e TOP_PL AT LOW END _ _ N O -6" - PROPOSED WALL MOUNTED SIGNAGE I +N a 23.95 5Q FT OF SIGNAGE @ 100 LBS g c 5 PER ® 23.95 SOFT/g8)3/8"XQFT ITEN ND dO 1 .r-1.1 = 12.49 LBS PER FASTENER z G ��C-EILING HEIGHT �xW J —i -�[,r ErN� 145 LBS ALLOWABLE U V'13'_0" - ,,,N„,,,,,,,,,,,,... i } _- r cE°N� cou»,x EXISTING LOFT t --,-;--1,07- _-7-.....-=_=,--7,1 cee µ°'�" ° P. ee1 »�rx a,°rrM r, PROPOSED WALL MOUNTED SIGNAL 2 O WINDOW HEADER =,e=» <".x°a s<w� -"- ��,_p» I "" N' "..4 7.5 SQ FT OF SIGNAGE @ 100 LBS al � I I �d' LOW CEILING li II L'. °° °�` 66OP j N = 5.71 LBS PER SOFT co (� Lcxrs L61,5 II PP's F-� r CO LOW CEILING R N 17.5 SOFT/(8)3/8"X 4"TITEN ND = �/�� / , g_5 �srx srxErwxr \ 2.1875 SOFT @ 5.71 LBS PER SOFT cc DINNING - `"Exu sar�I - 2 KITCHEN E__T STORAGE __ L.`^ •m .. __ Js = 12.49 LBS PER FASTENER ° 1MIa3,,. ,m -1 _ 36-� 4 " 145 LBS ALLOWABLE I 11n! F�(ISTING FLOOR REF ELEV �t a 7pi , ^ ` J 1 W 7 ou ., <. I ..., _.. -....., _.♦ ♦. .. ,., . ._... rte" ...... r 1 fl NERCALL 1 61161111 I EAST SECTION " o r m z I L O SCALE:12 =1'-0 SCALE:I2"=1'47 W J I I I I I I I I I I I I I I I I ICU n 2 ^ I I I I I < —,I I I II I II I I " EXISTING I COSTA VIDA LEASE LINE I I I I I I I I I °I I I III III III I I f I (q• � EQUIPMENT FORI� 1 HIGH_PARAPET cosrnvlDA ! I (I I I I I .I I 1 I 1 I I <w<,x°$- NOTE: 1-�- f— t-° I I ! I I . I I I I I 1 °--1--t t �_� VERIFY TO REMAIN -- 0 d— - \ 1 d E MECHANICAL I I I I I I I I bI I III ( I I I Ic—I —I—� 4 F �- - I� I I I I I I I r=, .,%...x,C, -MANEAc, I I I I I I I I I I I I IARRIER SPCC-B756_A tENO% SOTF006-A 51 7 5 TON 4-TON ,, 5-TON II I I I III I I I I t I I t° I I I I I I s. (ONDENSOE ii,ROOF l>ECKT WINDOW HEADER °�<x nr» oN ,1, r$2.43" # 6 >L z-r / s QbTOP PLAT LOW END _ f' - _ '� ( FASTENER DETAIL , w j w`. ""mow\\"`.�uJ// I- 7 _ 1 Q W I� E� EF2 a 6 LANDLORDEXISTINGSUPPLY L F CAPTIVE ARE CAPTIVE U 9 Lli De 6 RETURN DUCTWORK TO ru.rnuN BI27CARM BIIOCA — __ W REMAIN IN PLACE AS-IB UP G - R ~'ri _ F g 1 j TO PONY WALL +.... I r W Q LANDLORDBUSTINGEIRE DAMPERS rr..xnxn EX=rte WM:A.WALL '`yfi}%.' } IN THE DUCTWORK AT THE DEMISING - �'"" XMtly } J Z CO :EXISTING ROOF Ol'ERMAN� EXIBTIN WALL AS REQUIRED BY CODE �i I ELEC�R L - I- Q Q EXISTING EXTERIOR JUNCTION BOX. ~ CEIUNG HEIGHT t ,rr re°° MAUI ) WALL TO REMAIN ��. VIF LOCAT ON Z «»r xwus r<.w.re `` • - ( x.I.+. I,, e, CAPT E HIRE ur r rne�xa,.0 3/8're 4'Tten HD @ 32'0.c. / S N aw ca�xo sre A3-D.`CO-GIB .scn us '*- " c Z co Ont O Q WINDOW HEADER - - ,�- [� I I VMS)", r,xr ,�s PROPOSED WALL \\*, J.. w .o w a O »a ck ��--"FF �_�" 'x F - K{, e N MOUNTED SIGNAGE T - - m (A Iy 51.550 FT OF \'\ „„, J INN 8 rn o LOW C_EWNG _ i J SIGNAGE @ 1001155 y� 11: 0 g_ - / 11 n a 0_ V o P /,LOW C_EIUNG _ \ / ZI III Ia' I- _ Q, EXISTING SPACE y Ei� BACK SERVICE AREA EXI REST OM I I I I _ ,moi —�\}'\�r-- - ..r W MgwMi«tlr on�wr 9Y' DM: N.I.C. I \/ l /'1 `' "' ) ,c___)„, t�,,,. N.I.C. I I pl I I I rj '/ wo REVISIONS BY _• �'rti I I o 'I. Z-1..,- _yF t+4sl�L Lo EXISTING FLOOR REF ELEV ' • /\x I .�1II I. oI I � J --- Lo tl Ti-- — 1 ' I 3/8'z 4'Titen HD @ 32'O.¢. Revls®rPn LL isle z�-.A. 316NAae OEtAd 1 4 0'-�' I. /J ....\ 1�� � . I.. #�WINDOW HEADER F' At»a.L' L Mrxnus 15'-5' / „„„...„„,,,,,,,„,,,,„,v„, znxe.," I 1 ti 1 Nnrex As xEe°ex ttx.rn EXISTING LINTEL BEAIA 1 r int, °, �x ° 1.2" 1 • 0 1' 2' 4' i - 1. '. IL PLOT DATE: 11/19/14 ! I 2 NORTSCALE:H S12ECTI1'-0"ONS 1I SETATE DRAIWN BVDp m'lc McKechnie "= SCALE:12"=1'-0" 1 i JOB NO.: BHEA3 0 OSIGNAGE DETAIL - g • SCALE:3/4"=1'-0" § SECTIONS 0 1" TO VERIFY SCALES I I BAR SHOULD MEASURE ONE INCH BY ONE SIXTEENTH INCH 1P34 -