Plans (42) 6?1l?� SGt, Al-G14 e-lrci / 71-2-47/6, --- CO VC, 2
' 1' —111-
I�, LEGEND: �""
I I I I 1111-�
I I 1 ,'I
ss SANITARY SEWER Pacific `I
L _.J Community
II ---SD STORM DRAIN Design
iN W WATER LINE
N 12564 SW Main Street
---258 259.1 258.9 ® 0 MANHOLE Tigard,OR 97223
J [TJ 503-941-9484
__ _ _ _ _ - 42.0' _ 1 % f a CATCH BASIN
260 1 ��epap� �� ••••���__`I — — DATE: 1/15/2016
I . ' f I STREET LIGHT
Ii REVISIONS
15.00'0 STRAW WATTLE PERIMETER NO. DATE DESCRIPTION
�♦ 1 I EROSION CONTROL
— —
-°-
— I 27.41'- - • STREET SECTION, SEE
- r 1 �___ _
CONSTRUCTION DOCUMENTS
ISII Ll
_ LJ 1 I I I i LI 11 4 ,
I I -i I----_1- - ----,- 1 I I A
LJ ' r_
1 , j;
--- }_- I I 101 , , i l i I SETBACK SUMMARY
I 3,832 SF I 1 ' 1 FRONT SETBACK: 12'
I 11 i ' SIDE SETBACK: 5'
I1 1 I BUILDING: 3413.2DRD 1 1 �I I�
} I I I I FF = 270.2 111 1STREET SIDE SETBACK: 10'
BFF=261.2 1 1 102 1 f REAR SETBACK: 15'
I 100 4.00' 1III
I 1 4.00' j ;I I PORCH SETBACK: 8'
ff 11 l GARAGE SETBACK: 20'
262 I II I ;:I /I
\
c.
IIS III 4
I 264
266 IIOII 1 GARAGE II 1 i I_ - ::
�i
II '-268 �Ilnll 1.,.- -1. ---- - I t
ttttt----- ' L I 4
270-, _�- -- I b ,ali -1 LOT COVERAGE:
�, 3- ' , PORCH
: �; I— --I Iem
�r
a I 6.00' � =_ I 20.11_ I LOT AREA: 3,832 SF
HI PUE — 14.02'-12.30' — — - -i- - - - �_'=`; RIVER
�►} BUILDING FOOTPRINT: 1,469 SF
o - T---,
� �' !`., i dam' ___,_:_km- T E R RAC E
"' AILprom �ilr J ' ' 4111• ''� "46268.1 COVERED PORCH: 115 SF
269.0„�;,',� ,, ,�. _ NORTHWEST
wVP'
SIDEWALK • F
3 _. �+ �_.. - ► �� - i CANTILEVER LIVING SPACE: 0 SF
-6 , -
WATER METER .�
o �.,,.,,,,..,..�.- 270 -fir: N,\ �' �--/,,A `;� __ �. �
- COVERED PATIO: 0 SF
o �,� Q _moo � — PLANT (1) STREET ' STORMLATERAL )
• _ 1 as ' DECK AREA: 208 SF
e TREE: 2”CAL. __ 1____--a5
0 0 �� SANITARY LATERAL
KATSURA TREE/ 1 LOT 101
° - I S 28.00' I TOTAL COVERAGE: 1,792 SF PLOT PLAN
CERCIDIPHYLLUM
cNu-
JAPONICA , SW AMELIA STREET , Ss SS
a !�� S5 ® 1 ' ,:1 \I A 46.8 %
I_....
���! �!�%N— �fr�ir a�l � IMPERVIOUS AREA: 2,282 SF
wow
F_ 'Pr74.11011,relWer4WAINIterAVMPrArce"
'w WAr4rd reallallabba,
4,41/411711 Fir" -4 .:4'-.1424:1-1-c-wel- --- II..fre7 ..,— ... -1-"""1"""imIleli....„..... -
P_ RIVER TERRACE NORTHWEST (503) 221 -1920 CITY C:7 TIGARD
j 2SC A„ g� p.� PROJECT NO.: 395-037
1 W6 �} 1 o v��:,.. ' r 1'11116 TYPE: CONSTRUCTION
LOT 101 (R-7, MEDIUM) �j SCALE REVIEWED BY: PRE
Date: 1��iZ''1T 0 10 20
RIVER TERRACE NORTHWEST
0
Initials: ,
Z
17472 SW AMELIA STREET 1INCH=20 FEET
PACIFICLl1MBERCUPYRIGHT2014 ROSEBURG FRAMING SYSTEM
.Nu."k°w,.�.,, �^••_"�`°^^^ i quality engineered wood products for today's builder-
_ m ,I' ' These plains and the are copyrighted under Federal Law by Pacific Lumber Company 2014.
The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI D LAM LVL RI GI D RI M•
I
G
Om an which retains copyrights Co and ownership of the laps.Use of these plans byan other
soup B�ocK wu
'°""' PaBrs P•aH weave
•""a"•��• TO!MARINO BeLorv. p y. P P p y
.k," Nsr.,.AREA01'Bc"s
\�� i M=��^��» `II product supplier other than Pacific s underomp any r strictly proringes Unauthorized use or ROSEBURG FOREST PRODUCTS ROSEBURG FOREST PRODUCTS
^-=wv�= PeRveu;�,e.1.12-TCN
copying of plans.Infringesrightspyrl h[Act.Infringes face Ilabilitles that include
---- -----_ Bena,rw AREA or BLOCKS py g these under the Go g
\� 4!..„.. BeLosnueoernewe. penalties of up to$20,000 per wore Infringed,and 5100,000 per work infringed willfully.
10,i/ �IIl RFPI JOIST
.
.....7
''..-1 '
r 1�\`� ROSEBURG FORM PRODUCTS
CONTRACTOR NOTES: DES/GN NOTES:
°°"'"•••^= 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS
"4 °;c °u•==�-° , MAIN FLOOR JOIST LAYOUT
TO MEET OR
,e,".� ., 2)ALL FOOTINGS PER DESIGNER'S PLAN EXCEED DESIGNEDHE LME LOAD
(UNLESS NOTED OTHERWISE) ,
SCALE: 1/4"- 1'-0" 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA
RPPrSLOGKINGPANEL5 MTN BEARM6 WALL ABOVE POST LOAD TRANSFER DETAILOFL/450
(UNLESS NOTED OTHERWISE)
NTS. Nrs.
4)USE CAUTION WHEN GUTTING
FOR PLUMBING FLOOR LOAD/NG
5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD
SHEARWALLS 1 2p5f DEAD LOAD
START START
SLEEP/NVLO AREAS:
FRAMING FRAMING THIS Ito beusMENTPLANONLY. 3OpeFLIVELOAD
This layout is to be used in conjunction with 1 2psf DEAD LOAD
HERE -----• (DOUBLE)11-1/3 RFPI-20®1 9.2"0.0. (DOUBLE) 1 1-7/S RFPI-20 5 1 9.2"0.C. -�/ HEREArchitectural/Structural
t
shear wall plans. all
blocking placement and cconnectors ROOF LOADING:
1 2" ®SEE SHEATHING NAILING ATTACHMENT NOTEIIIII SEE SHEATHING NAILING ATTACHMENT NOTEIIIII Purchaser responsible for approving this 25p9f LIVE LOAD
-1/1 2" ayout prior to any construction. 1 7psf DEAD LOAD
B4 - 54 I
l i c. I T�i�e iiil_i.1._ I
- I _ _ ll _ - ► I _ .��— �nll,•nrlrs�s�n)))))l_ I I i--vs..,
1
I ® CONFORMS TO DESIGN CONCEPT
❑ CONFORMS TO DESIGN CONCEPT WITH
REVISIONS AS SHOWN
El 43 J' - J3 1 J$ .3 J3 -3 -3 J3 J3 3 J3 J3 3 JF = c 3 3 3 .3 J3 .3 3 3 _3 3 J3 NON CONFORMING-REVISE AND RESUBMIT
43 J, 4: 43 : J3 _3 J$ J3 -3 -B -5 3 1 -3 -B3 ': .. 45 43 J'� - - - 4B a �s -r3 J3 ;3 '3 i8 J3 .3 33 J3 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE
14:1 R 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE
DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY
OVER THIS SHOP DRAWING.
By: Arnold R. Solomon Date: December 4, 2015
CT ENGINEERING INC
.,.._____1.311-- ' T � '._ II IINM___1 I_ I I�"' �___II II_,--__ I .u,_
la CONFORMS TO DESIGN CONCEIT
-� r_. IF 'IT T. `•'r Tr i 'TY `I •.. , .. , •- i ' 1r -- t Y, 0
11
_ I.
5 ,5 o D v5 45 .5 _5 5 ,!� R1 ®6 P I- 5 ...1.151 ..
Revise rt
R1 R 1 .^.�..^, ,�",«.r
By
awu
E;4 •
- MILBRANDT ARCHITECTS
.,• J25 J2
11
J `1 R1 R1 ".,1 -
3 J R1 R1
I-17 --- •
-�':::: t 1 mI�imiiI_ !�
ay
J JI
JR J2 -2 -. J• .1I2
I 1 I 1
I ;
1 I
PORCH PORCH IMPORTANT/
I I REFERENCE INSTALLATION
,—11-1/5 RFPI-20 5 19.2"O.G.--1 k-1 1-1/5 RFPI-20 w 1 9.2"O.G.— GUIDE FOR ALL FRAMING
DETAILS AND I-JOIST INFORMATION
/� PL 15-403(MAIN)
LP6EN17: POLYGON 5413.2IABD aOty NTH JOISTS ® pacifi umber
�--� Mrk+ Material Width Depth Grade Gty GutLth TOCLth Filler blocking is not structurally required provided both
<H }--HANGER CALLOUT Ji RFPI-20 3/4 1 7/8 3 6 15, I-Joists are continuously laterally supported by
�/ J2 RFPI-20 3/4 1 7/0 6 14 84 connection to the sheathing at the top flange.In
® J3 RFPI-20 3/4 1 7/8 44 20 880 & TRUSS
-SUPPORTING POST Ja RFPI-20 3/4 i 7/8 4 2 e addition,the joint in the sheathing shall be positioned COMPANY
® -POST LOAD ABOVE J5 RFPI-20 3/4 1 7/5 ,3 a s2 over the center of one of the two top flanges to assure
R 1 058 Rim 1 7/8 9 16 144 shear transfer between sheathing panels.
R -RIMBOARD B1 BIG BEAM 5 1/2 t 7/8 2.1E 6 6 - O ewmw,zs 5930 JEAN ROAD LAKE OSWEGO,OREGON 97055 (503)558-9663
LB -LVL BLOCKING
53 BIG BEAM - 5 1/2 1 7/3 2.1E 16 16
83 BIG BEAM 5 1/2 1 1/3 2.1E 14 14 w^n„,,,,,, 1,,. :mss" z-„: ,.,,z PLAN DESCRIPTION/NUMBER:3413.2 ASO BASEMENT WITH JOISTS
J@ -JOIST BLOCKING 54 RigidLam LVL 1 3/4 1 7/8 1.5E 20 20 p a m M MaxMnMax m m m
B5 RIgldLamLVL 1 3/4 1 7/8 1.5E 14 14 ”,°^^ M. u M. M "^ m^ M. m CUSTOMER: POLYGON
.J -JOI5T CALLOUT --151
OS RigidLam LVL 1 3/4 1 7/8 1.5E 4 4 DBL I-JOIST WITHOUT FILLER GONSTRUGTION z ,a z ,e z z° z z< z m PLAN DATED: 11/23/15
JB 1 BLKG 1.75 LVL 1 3/4 1 7/3 1.5E 28 3 84 NT9
@ -BEAM(FLUSH w/JOIST) BEmmmm
°0,, 'a � 1e ' r '° �' '° DESIGNER: KAM/L.HENDERSON DATE: 11/2 7/1 5
HDR -HEADER(BEAM BELOW JOIST) Accessories
H1 MIT411.88 21
PL 1 5-405 MAIN SHEET:2 of 3
@@O-BEAM BY OTHERS H2 MIT 1.88-or-ITn tee 26
PACIFICLHMBERCOPYRI6HT2014 ROSEBURG FRAMING SYSTEM`"
a.�.�. quality engineered wood products for today's builder..
`-^` "' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014.
The lane ma not be re-used or co led,in whole or art,without written ermission from Pacific Lumber
;..<"•ia, a Al II ��i Company,which retains copyrights to,and ownership of the plans.use of these plans by any other RIGID LAM LVL RIGI DRI M'
wuoe�ocK nu
vows FROM ABOVE
ti`xn.a.� ro sennlHs sewn
2,,,,,,,Y„ ,AIIIE msrAMF:2swswcKs product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODUCTS ROSEBURG FOREST PROW=
,I�, '�..,w„�., rELOriT n�A.ABOV copying of these plans.Infringes rights under the Copyright Act.Infringes face liabilities that include
`/_ BEARING neer.OF BLOCKS na 9 P 9 99
i
----.. / sewn roREAOFBove. penalties of up to 520,000 per work infringed,ands 100,000 per work infringed willfully.
RFPFJoisT
►`�IIII!!% ROSEBURG SOREST PRODUCTS
-�, �� IU
CONTRACTOR NOTES: PE5/6N NOTES:
1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS
...�uow,,.�,�-���.,, 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR
.,�72:7�,.;; z"-'"—, (UNLESS NOTED OTHERWISE)
EXCEED THE LIVE LOAD
3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA
RFPPBLOGKING PANELS WRH BEARING WALL ABOVE POSTLOAD TRANSFER DETAIL
(UNLESS NOTED OTHERWISE) OF L/480
N.T.S. N.T.S.
4)USE CAUTION WHEN CUTTING
FOR PLUMBING FLOOR LORD/N6:
5)PROVIDE PROPER SUPPORT AT ALL 40p5f LIVE L LOADOD
SHEARWALLS 1 2psf DEAD
SLEEPING AREAS:
THIS/S A PLACEMENT PLAN ONLY 3Opsf LIVE LOAD
This layout is to be used in conjunction with 1 2psf DEAD LOAD
9-1/2 RFPI-20 5 1 6"O.G. 9-1/2 RFPI-20 5 1 6”O.G. Architectural/Structural plans.Verify all
STARTSTART shear wall blocking placement and connectors, ROOF LOADING:
I I Purchaser responsible for approving this 25psf LIVE LOAD
FRAMING I I FRAMING ayout prior to any construction. 1',oaf DEAD LOAD
HERE \ PATIO 1
1 1 PATIO / HERE
•
z- n1 b 1 R". n I H 1 '1 I
I Lf�9
n s n n I —
i
® CONFORMS TO DESIGN CONCEPT
❑ CONFORMS TO DESIGN CONCEPT WITH
REVISIONS AS SHOWN
t::. _< r t l' x—x : _a ,,.P Z a--: ,,= �:,—, J. : e._ _ ' -.: - ❑ NON-CONFORMING-REVISE AND RESUBMIT
-3 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
J1 J1 J1 J1 J1 J1 J1 _1 J1 J1 J1 .,1 J1 J1 J1 J1 J 1 J1 J1 J1 J1 _1 J1 .11 J1 J1 J1 J1 .11 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE
R1 R.1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE
I DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY
OVER THIS SHOP DRAWING.
1 R1 R 1 By: Arnold R. Solomon Date: December 4, 2015
J2 42 J2-12 J2 J .1p JO J2 JR2-12 J2 J2 -12 J2 J2 J2-12 CT ENGINEERING INC
-e xf. x- ..t :.—....--1:4, -' ...
IR
z �x z .e-3 . 11 1
1 a a.� :c I..A. a OCw„Foe:A:rooEHsaCoH<Fr.
d 1® ` .4 .,_�jI= �a ® ! ❑NON-CONFORMING-REVISE 60.t fOPANINF nUx CFI..
, ee5in .jag A 9 e at—! ��� - > �� • • r r u a uF r.
/ �v. Mode FL. e/11/Li
I ,-`- _ T..'= e.MILBRAN UT ARCHITECTS
J6:.:.
J'
- ..FR
1
—.=2._._ , a ' .. .Jac I. ' i
._= I
I
IMPORTANT./
1 I REFERENCE INSTALLATION
PORCH 1 1 PORCH GUIDE FOR ALL FRAMING
I I DETAILS AND I-JOIST INFORMATION
LEGEND: PL 15-403 (Basement Floor) pacI.i ��b��
0._. POLYGON 3413.2 ASO BASEMENT WITH JOISTSi I-'
HANGER GALLOUT Mrk• Material Width Depth Grade Qty Gut Uhl Tot Lth
-SUPPORTING POST J1 RFPI-20 1 3/4 9 1/2 1 5 24 360 & TRUSS CS 1 C O M P A N Y
® J2 RFPI-20 1 3/4 9 1/2 9 34 306 BASEMENT FLOOR JOIST LAYOUT
® -POST LOAD ABOVE J3 RFPI-20 1 3/4 9 1/2 1 22 2 2 SCALE: 1/4"- 1'-O" ''_ I
R -RIMBOARD J4 RFPI-20 1 3/4 9 1/2 1 10 1 0 5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)953-9663
LB -LVL BLOCKING J5 RFPI-20 1 3/4 9 1/2 1 4 4
J6 RFPI-20 1 3/4 9 1/2 2 2 4 PLAN DESCRIPTION/NUMBER:8413.2 ABD BASEMENT WITH JOISTS
JB -JOIST BLOCKING R1 OSB Alm 1 9 1/2 5 16 80 GUSTOMER: POLYGON
J -JOIST GALLOUT JB 1 BLKG RFPI-20 1 9/4 9 1/2 25 9 15 PLAN DATED: 11/25/15
B -BEAM(FLUSH w/JOIST) J132 BLKG 1.15 LVL 1 9/4 9 1/2 1.5E 25 9 15
DESIGNER: KAM/L.HE'NDERSON DATE: 11/21/15
NPR -HEADER(BEAM BELOW JOIST)
Accessories BASEMENT
BBO-BEAM BY OTHERS
H 1 I7H0119 50-or-ITT 9.5 4 PL. 1 5-403FLOOR SHEET: 1 of 3
I
POLYGON
3413.2 BD(BASEMENT WITH JOISTS)
14"OPEN WEB JOIST @ 19.2"O.C.
PL15-402 UPPER
11/27/2015
Cm
O o Products
N q PIotID Length Product Plies Net Qty
START FRAMING HERE 9-08-00 4 4 RM1 42-00-00 1"x 14"APA Rim Board 1 1
RM1 34-00-00 1"x 14"APA Rim Board 1 1
RM1 ��I RM1 22-00-00 1"x 14"APA Rim Board 1 1
r_, is ri.dfaL _
I `w/ RM1 8-00-00 1"x 14"APA Rim Board 1 1
® CONFORMS TO DESIGN CONCEPT i h�ii
El HVAC RUN RM1 7-00-00 1"x 14"APA Rim Board 1 1
t
CONFORMS TO DESIGN CONCEPT WITH t , I RMI 3-00-00 1"x 14"APA Rim Board 1 2
REVISIONS AS SHOWN i ( BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3
❑ NON-CONFORMING-REVISE AND RESUBMIT i • 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2
THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE
FABRICATDRIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE BM16 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
DESIGN DRAWINGS AND SPECIFICATIONS ALL OF.WHICH HAVE PRIORITY o ;.,o o., BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3
OVER THIS SHOP DRAWING. N N 1111
,,LL a
By: Arnold R.Solomon Date:December 4,2015 "u BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
CT ENGINEERING INC II" III BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
BM10 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
®CONFORMS.ODESIGN CONCEPT BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
o d 1 BM2=4;15=IGN CONCEPT W. 3 21-00-00 5-1/2BBO X 16 BIG BEAM 1 1
BM3 21-00-00 BB01 1 1
14 I ii
O BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1
POII! � PMILBRANDT ARCHITECTS .j, M 1
lill
ali II ,4-01;14
0 1 B F 3-C6-14.iii
I•I,II�I,II 1, ACCESSORIES QTY
A Cl.�il
;mill I O 0 TH017140-2 44
H G 1 II
1 B HUCQ1.81/11 5
1 I �) O 1x14 OSB RIM FOR SHEAR BLOCKING 25'
1 �� I�, L HVAC RUN
Y m
IM
BK1-BLOCKING
FLOO40LLR DINC
..._ I N 8 ID co LL. RMS RIM BOARD 15 DL
RM11 N I,I u. u.
I u. 0 01 lila. w ��
u. u. u- MM REFER TO STRUCTURAL PLAN FOR ADDITIONAL
u> 1 POST TRANSFER BLOCKING
m m IJJ AND SHEAR BLOCKING REQUIREMENTS.
11 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN
8 1 SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I
11
-._�I I : I FLOOR DESIGNED TO MEET OR EXCEED 11480 DEFLECTION CRITERIA 1
BMs H 7M!0 N 4,Iltil1 'i
_ Il , - .. J M16j ..
BM6� UM 18M3�
B
O R 6-08-00 R. �LI
� ,' R '.i"..
el
Paci umber START FRAMING HERE > 1-
&
& TRUSS COMPANY
DO NOT:
Loosen,remove,cut or notch
any part of the open web joist.
JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET
SHEET 3 OF 3
rn oov DJ Co
W1 04 o -0
✓ m � z � `mDo
m )3 w w .9 r ? �
O do W
su
000 < Z 11-06 Z ,2' I-
o m *
ms
CD
o 1r_1 r 8'-0'
`1o. o o N p C
t.n C C e,t e ,„ w.
rc
='; m 01
CI 0 co
Co C nm -ff IL
a CB J1
II PJ2 \a — M PJ3 •a IIS im — r„12
90
0_ - ma ij IIII la \ r \ C.I3
-71
1 aill k.
v m m m c aba.+ 1,•
. .. 414111ALik
CO co co r ?, W
a 0 0 0 � 0Pi� 3I NIAL.y Z Z Z — y ••
co w N w m •
y � o PJ A N •
EN
w
la
0
,�
, (xi N
B Z
1 so 14
O. o 0-ix D 2 A �Aig
m Om CO
< cnmcn_ACD�m O �m0 J IC ••
O _ m
G
G� m
A m
a z zZG>z�zc �� b
�mm(ryzzm-� C7m 1 7
,y; 0��mcnmo-zuim �
7 -ZZOI-rnK6)Mc)iMZ
Zzpmm C0mD9._ WW
iiiiiili
..g. AOZzmG mmo,A 4 Ali
a' 0�m1Dm?D.„ZO _i_ 2
rmcox A�,ozmO i
OOOO: cr m \ ••r - /
wzmi_
. z<mz O-,.,7730 -a
f"D _AOmco• ZAZAC,_mO a �'
0. C)c„m�=f7ZAASi
_...._.._.
DD V N
0 op ,-730 mroC� 51 ...E4
2 z OONza)Ocn
^ .
gJry�
1- lvl a
c
3
CD J1
-,
a1 1
, Xi moi
1 \ ,D.
_, c ■
ii _ 1
Cl) sa -
P
Y�
10
Plig
C C C K Si
10%51/r 42-0'
= 0
-43
dri
5�.��� ® CONFORMS I U Ut51GN CUN(EE'
a 0CONFORMS TO DESIGN CONCEPT U CONFORMS TO DESIGN CONCEP1 ITH
n3 0 CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN
c ❑ REVISIONS NOTED n NON-CONFORMING - REVISE AND RESUBMIT
2 ❑ N0N-CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
PTHIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE
Z N WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE
-4Nig c FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY
°D DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE OVER THIS SHOP DRAWING.
PRIORITY OVER THIS SHOP DRAWING.
By Alexia Fukui Date 8/12/15 By: Arnold R. Solomon Date: December 3, 2015
CT ENGINEERING INC
MILBRANQT ARCHITECTS