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 -