Plans (144) C\ -1- a c-s,k moo- OC, lc:- 1 1 U C`t 4 c. .,vQ1. cuY St-
LEGEND:
—SS SANITARY SEWER Pact fi
' c
Communit_y
._- ----- SD STORM DRAIN Design
--.'..'zg —w WATER LINE
____..,...._--...__.__.__280 281 12564 SW Main Street
282 CQ 283 MANHOLE E Tigard,OR 97223
288.2— `_..-.._.-__.._. 284 285 286 290.3 n CATCH BASIN [n 503 941-9484
2$7 DATE: 7/27/2017
____-•--------e'." 2 289 2
'"�"""".�! 42.0 _ 291292 NO DATE DESCRIPTION
90 ( REVISIONS
,. ---C)— STREET LIGHT
1
_ ) STRAW WATTLE PERIMETER
23.08' „0111r-1I EROSION CONTROL
FLOW DIRECTION ARROW
I I I 1I , t
r 32.00' - - STREET SECTION, SEE
- I I I ' I 0 CONSTRUCTION DOCUMENTS
F
I ---- — ---- -- r- T
r
4.00' I I I I 106 4.00'
I I SETBACK SUMMARY
3,990 SF I i
,I I BUILDING: I I ' ( I FRONT SETBACK: 12'
I I , , N I SIDE SETBACK: 3'
0 3413.2DRD b I STREET SIDE SETBACK: 8'
E 107 I � I FF=311.11 I a' I 105 iI I
N ' 1. BFF=302.11 I I I FRONT GARAGE SETBACK: 20'
CD I ; ( FRONT PORCH SETBACK: 8'
o I ■�r•IO�illi vim
NUM 3 0 299 �' Irk REAR SETBACK: 15'
I���r•IU N111 IIIIII _�� GARAGE M. 301 - I I REAR COVERED PATIO SETBACK: 10
�11� IBM ini 305 304 FE '
INMI
I ��. UNNil 307 306 j_IL _�' lin 308.,I»I�I �II���i _ ill----- �.._ LOT COVERAGE:
6.00' — — I� I -- RIVER
I PUE, TYP. I I I PORCH - I I 1 o 1 -J I 1 LOT AREA: 3,990 SF
L� 20.00' I — — — L
- — — —`, ` — 12.29'— — — — — — — — - BUILDING FOOTPRINT: 1,469 SF EAST
— — — �— . — —
,is...0, ,,..0...•.._ ,1„„,,,, A
....trA lath.
O � lizepPANWI /' 1►' 42.0'.., �j� ,A Aim �r ri�► �� — COVERED PORCH: 114 SF
0 o n'.•R \A�.I/irr. w/!�"'` oj��/,ra. \�►�308.3 �r� "''�:("///-��� i COVERED REAR PATIO: 0 SF
cn
Amina Ore ll."='.�.'rr maimiI,�! !���\�,�mourna\7 � .
_ MOM- WATER METER �`1� 1A`W� �I ` �li � M CANTILEVER LIVING SPACE: 0 SF 106
�` MI � �{2)ROHANI EUROPEAN DECK AREA: 200 SF PLOT PLAN
as STORM LATERAL a as
`
I BEECH / FAGUS TOTAL COVERAGE: 1,783 SF
O SANITARY LATERALPil
SYLVATICA'ROHANII' B
i i+.- �„ ""V.itimmw SS .r►�" � !1`~'�+C.„,_1\I e 44.7 %
2 Nori 'Z
E ilk `''ate r�ra t SW BIRDSONG STREET A 1 A. I \ IMPERVIOUS AREA: 2,320 SF
..1.\fr1111. ►.111111 \11111111111 --...I�+i.�1 _.. �_ n*.11w.►. 111111111lIMNPA ►
D_
0
>
POLYGON NORTHWEST (503) 221 -1920 CITOF . IAID PROJECT NO.: 395-041
a Ci,
0 2S1 W6 TYPE: CONSTRUCTION
V :approved by Planning SCALE REVIEWED BY: PRE
71
LOT 106 (R-7, MEDIUM 10 0
Date: `�-� --[
0.
RIVER TERRACE EAST Initials: ,1 (1-
O 1 INCH=20 FEET
16894 SW BIRDSONG STREET
Z
a- PACIFIC LUMBER COPYRIGHT ROSEBURG FRAMING SYSTEM"
^� 0N . quaMy engineered wood products for today's builder
These plans and the designs 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 _
i
Zr
1
Company.
-/E '„'0 ,,, ,II III► p y,which retains than copyrightsato,and r paiof the plans.p,Use it d. na plans by any other RIGID LAM LVL RIGID RI M-
�',' \i seI2onrorosr EA-19 product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODUCES
eo a Foivtst�aovCn
copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include
'i `� penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. #
IP! �f0'"4 40P -JOIST
e°..,-. IIA \ CONTRACTOR NOTES: DEW/GN NOTES:
1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS
- > '� _ ^° 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR
(UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD
RFPI BLocKINSFANEIs WITH BEARING MALLABovB POST LOAD TRANSFER DETAIL 3)ALL SEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA
N.rs. rv.Ts. (UNLESS NOTED OTHERWISE) OF L/450
4)USE CAUTION WHEN CUTTING
FOR.PLUMBING FLOOR LOAD/NG:
5)PROVIDE PROPER SUPPORT AT ALL 4Opsf LIVE LOAD
SHEARPHALLS 1 2psf DEAD LOAD
5LEEP/N6 AREAS:
THIS/5 A PLACEMENT PLAN ONLY. 30psf LIVE LOAD
This layout is to be used in conjunction with 12psf DEAD LOAD
9-1/2 RFPI-20®1 6"O.C, 9-1/2 RFPI-20 5 1 6'O.G. Architectural/Structural plans.Verify all
START START shear wall blocking placement and connectors ROOFLOAD/NG:
FRAMING I Purchaser responsible for approving this 25psf LIVE LOAD
/ II
FRAMING ayout prior to any construction. 1'Ipsf DEAD LOAD
HERE PATIO
PATIO / HERE
e I{ nFes .I.
igl Ill III,
CONFORMS TO DESIGN CONCEPT
CONFORMS TO DESIGN CONCEPT WITH
REVISIONS AS SHOWN
NON-CONFORMING-REVISE AND RESUBMIT
1THIS SHOP DRAWING HAS BEEN REVIET'ED FOR GENERAL CONFORMANCE
WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE
FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE
IiIllHILiiii " -`�-- ---«.�- .'G^-,....-.--..L--9-1---5 t' — DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY
ori, �.,..r OVER THIS SHOP DRAWING.
3
-11 J 1 J1 J1 J1 J1 -1 J1 J1 J1 J1 J1 .,1 J1 J1 By: Arnold A.Solomon Date:Oct.25,2017
R1 21 CT ENGINEERING INC
R 1 R 1 ❑X CONFORMS TO DESIGN CONCEPT
r
..2 J2-2 J2 J2 J2 J2 J2 J2 ❑CONFORMSTODESIGN CONCEPT WITH
REVISIONS NOTED
NON-CONFORMING-REVISE&RESUBMIT
111,1 ,.1111
- -_, 111
- • - _-- - _ -- THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
- - --- -- ---- - - WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE
I FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN
4, 1,• °i �� ,d ® DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE
'�� PRIORITY OVER THIS SHOP DRAWING.
I I I > 5 • 1 By Rae Hauff Date 10/26/17
R1 MILBRANDT ARCHITECTS
'Sa1* '
4
R1 R1
e z e nJE02 e • , Ai
5 1
I I
/MPORTANT/
PORCH REFERENCE INSTALLATION
I 1 PORGH GUIDE FOR ALL FRAMING
I I DETAILS AND I-JOIST INFORMATION
•
UPDATED 10/24/17 KLH •
LEGEND: PL 1 5-4O (Basement Floor) Pacify umber
POLYGON 3413.2 ASP DL-SG
H -HANGER CALLOUT Mrk* Material Width Depth Grade Dtb Cut Lt I Tot Lt 1 -
® -SUPPORTING POST J1 RFPI-20 1 3/4 9 1/2 15 24 350 BASEMENT FLOOR JOIST LAYOUT & TRUSS COMPANY
® J2 RFPI-20 1 3/4 9 1/2 9 34 306
-POST LOAD ABOVE J3 RFPI-20 1 3/4 9 1/2 1 22 22 SCALE: 1/4"- 1'-0"
R -RIMBOARD J4 RFPI-20 1 3/4 9 1/2 1 10 10 5930 JEAN ROAD LAKE OSWEGO,OREGON 97035 (503)555-9663
LB -LVL BLOCKING J5 RFPI-20 1 3/4 9 1/2 1 4 4
JB -JOIST BLOCKING J6 RFPI-20 1 5/4 9 1/2 2 2 4 PLAN DESCRIPTION/NUMBER:34 1 3.2 A1312DL-SG
R1 OSB Rim 1 9 1/2 1 16 1 1 2 CUSTOMER: POLYGON
J -JOIST CALLOUT JB1 BLKG RFPI-20 1 3/4 9 1/2 26 3 15 PLAN DATED: 11/23/15
B -BEAM(FLUSH w/JOIST) J52 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 19 3 51
DESIGNER: /GAM/L.HENDERSON DATE: 1 1/27/15
HDR -HEADER(BEAM BELOW JOIST)
Accessories
BBO-BEAM BY OTHERS H1 ITHO 1 7 950-or-ITT9.5 4 BASEMENT
PL 1 5-403 FLOOR SHEET: 1 of 3
�'�-�' PACIFIC LUMBER COPYRIGHT 20I4 ROSEBURG FRAMING SYSTEM'"
a aw"° "" quality engineered wood products for today's builder^ •
�n ,II ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014.
...mar inamer
soup BLOC.ALL
The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber _
i rosrs.aoM.,eove
,r;,, INSTALL roeene�wa411M Coductuppwhlih rethers copyrights to and cificLmberCmpaipoftheplans.Use lyproiofthese plans byd.Unauhorize useoer IGIDLAM LVL RIGIDRIM-
,,,. . ,III product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized or ROSESORG FOmn$r PRODUCTS to'R6I PRODUCtt
copying of these plans,infringes rights under the Copyright Act,Infringes face liabilities that include
�� ' `� - ee�ow TO POST nsove penalties of up to 320,000 per work infringed,and 5100,000 per work infringed willfully.
��II�� RFPI Jolsr
\r ROSEBURG F.2 e 07PROOPOTS
CONTRACTOR NOTES: DES/6N NOTES:
" 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS
Mi,: �M"`°"'"' MAIN FLOOR JOIST LAYOUT 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR
'a ntl ...• SCALE: 1/4"- 1'-O" (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD
RFFi BLOCKING PANELS MN BEARING NALL ABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA
(UNLESS NOTED OTHERWISE) OF L/430
N.rs. N.TO. 4)USE CAUTION WHEN GUTTING
FOR PLUMBING FLOOR LORD/NB:
5)PROVIDE PROPER SUPPORT AT ALL 1 2psf LIVE LOAD
SHEARWALLS 1 psf DEAD LOAD
TART START SLEEP/N6 AREAS:
AMING FRAMINGTN/S/S A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD
This layout is to be used in conjunction with 1 2psf DEAD LOAD
H E ------ HERE Architectural/Structural plans.Verify all
(DOUBLE) 1 1-7/8 RFPI-20 @ 1 9.2"O.G. (DOUBLE) 1 1-7/8 RFPI-20 @ 1 9.2"O.G.
shear wall blocking placement and connectors ROOFLOAD/N6:
1 2" 03 SEE SHEATHING NAILING ATTACHMENT NOTEIIIII SEE SHEATHING NAILING ATTACHMENT NOTElllll® Purchaser responsible for approving this 25psf LIVE LOAD
�j/1 2" ayout prior to any construction. 1-ipsf DEAD LOAD
----- 134 --- - _.. c _ B4
' _ - .___ - 1 .._.- ----�--• G - i:;1 . --.i --ii 1-1I =iii—ii I i-11 ----I— .. is . — it-- - • '.----
1
-
II . - L - : . . . _ �� N 1, 1I - 1l 11 lI L N l---I II II -II "II II I II II I
® CONFORMS TO DESIGN CONCEPT
❑ CONFORMS TO DESIGN CONCEPT WITH
REVISIONS AS SHOWN
❑ NON-CONFORMING-REVISE AND RESUBMIT
THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE
FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE
DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY
-$ J3 � J3 = _3 J5 $ 3 $ _3 -IT-IT > J3 + JB - 3 3 '. is - - Lc - is is - Ic Ic - - is is - i::
OVER THIS SHOP DRAWING.
1': J3 J3 , J3 - -3 J5 JJ
3 _3 5 -5 -$ - J3 - " ..3 ' 5I'c is is - c c
By: Arnold R.Solomon Date:Oot.25,2017
R1 -1 CT ENGINEERING INC
❑X CONFORMS TO DESIGN CONCEPT
❑ CO F ONS TO DESIGN CONCEPT WITH
H 1' - - ,II I NT 0ED
NON-CONFORMING-REVISE&RESUBMIT
II__�_ I L _ �L-I _L' JA- II .II II II I II II II __II II II I I _II_ II _ II I II I _II.
ice' - - - ^� _ .�- - �� - - �7 _ _ _ _ -_ - _. .. ..._ THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
T l lY l l`�Yf—� l l` l'F 1- Si I ' II- I, ; 'J r �T l. ' -f r, - � l' -1�' y-�'f- - - FmaimABRI __ I I IFABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN
� ..16 �5 b '� - J •'l�J i •"5 , . _N -5 - J5 - �S -S - DRAWINGS,SPECIFICATIONS,ANDAPPLICABLECODESALLOFWHICHHAVE
I I - I I 5 1 R 1 I I I ' I - By Rae Hauff Date 10/26/17
Ri • R1 MILBRANDT ARCHITECTS
13.
J2R1 --- - ---,i
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51 I 1
..._. .I - _.. _ y.
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PORCH - PORGH /MPORTANT/
I I REFERENCE INSTALLATION
r.—1 1-1/ES RFPI-20 5 1 9.2"0.•—I I—1 1-7/8 RFPI-20 e 1 9.2"O.G.-1 GUIDE FOR ALL FRAMING
DETAILS AND I-JOIST INFORMATION
PL 1 5-403(MAIN)
LEGEND: POLYGON 3413.2 ABD 0 -50
Mrk• Material Width Depth = ads atN Gut Lt I TotLth Filler blocking is not structurally required provided both Pacifi4umber
H -HANGER GALLOUT J1 RFPI-20 3/4 1 7/5 3 6 15 I-Joists are continuously laterally supported by
J2 RFA-20 3/4 1 7/a 6 14 a4 connection to the sheathing at the top flange.In
® -SUPPORTING POSTJ3 RFPI-20 5/4 1 7/a as 20 Saoadd(tion,the oint in the sheathin shall be ositioned & TRU5
J4 RFPI-20 3/4 1 7/3 4 2 9 9 P COMPANY
® -POST LOAD ABOVE Js RFPI-20 3/4 7/5 3 a s2 / over the center of one of the two top flanges to assure
R1 05B Rim 1 7/3 12 16 192 shear transfer between sheathing panels.
R -RIMBOARD 61 BIG BEAM 5 1/2 1 7/3 2.1E 6 6 5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)553-9565
LB -LVL BLOCKING B2 BIG BEAM 5 1/2 1 7/5 2.1E 16 16 ^� Flange N� c rr
53 BIG BEAM s 1/2 1 7/a 2.1E 14 14 1-50. KM 2-10PLAN DESCRIPTION/NUMBER:3413.2 ABD DL-56
.15 -JOIST BLOCKING 54 RlgldLam LVL I 3/4 1 1/3 1.5E 20 20 -- s..o
B5 RIgIALam LVL 1 3/4 1 7/5 1.5E 14 14 Requaernals min Max Min Max . Max min Max Mn Max CUSTOMER: POLYGON
J -JOIST GALLOUT oh RigidLam LVL 1 3/4 1 7/0 1.5E 4 4 DEL I-JOIST PIITHOUT FILLER CONSTRUCTION r s z ,A r 2r r za r ue PLAN DATED: 11/23/15
-51 BL-KG 1.75 LVL 1 3/4 1 1/0 1.5E 20 3 60
B -BEAM(FLUSH W/JOIST) N.T.S.
mom -HEADER(BEAM BELOW JOIST) Accessories z ,e 0 ,a z za r za z ze DESIGNER: KAM/L.HENDERSON DATE: 11/27/15
H1 MIT411.55 21
BBC,-BEAM BY OTHERS H2 MI71 1.33-or-ITT 1 1.55 26 FL 1 5-405 MAIN SHEET:2 of 3
POLYGON
3413.2 BDDL-SG
14"OPEN WEB JOIST @ 19.T 0.C.
PL15-402 UPPER
10/20/2017
MOVE JOISTS +1- 4" TO
AVOID PLUMBING Products
PlotID Length Product Plies Net Qty
RM1 42-00-00 1"x 14"APA Rim Board 1 1
4 4
•STARTFRAMINGHERE 9-08-00 RM1 34-00-00 1"x 14"APA Rim Board 1 1
4 4 RM1I I' 1 )1 RM1M1 22-00-008-00-00 11 x x 1414 APA Rim Board APA Rim Board 1 1
" 1 1
R
-,—' • _.+_.T.+.---• - RM1 7-00-00 1"x 14"APA Rim Board 1 1
Ih6&.
O RM1 3-00-00 1"x 14"APA Rim Board 1 2
® CONFORMS TO DESIGN CONCEPT HVAC RUN BM1 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
❑ CONFORMS TO DESIGN CONCEPT WITH BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2
REVISIONS AS SHOWNIBK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2
111NON-CONFORMING-REVISE AND RESUBMIT ' ' - - . ' . BM2 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE BM3 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE
FABAICATOA/VENDOA OF RESPONSIBILITY FOR CONFORMANCE WITH THE o L_ �_ �� 4, BM4 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY — n o -' L� _ _ _ _ — to BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2
OVER THIS SHOP DRAWING, K o Lt.. W u `` —
By: Arnold R.Solomon Date:Oct.2S,2017 : IIS: BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
CT ENGINEERING INC BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
BM5 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
• '.I BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
❑X CONFORMS TO DESIGN CONCEPT O- BM6 21-00-00 5-1/2 X 16 BIG BEAM 1 1
CONFORMS TO DESIGN CONCEPT WITH 14-00-00 BM7 21-00-00 BBO1 1 1
❑ REVISIONS NOTED 0 =K1 �
1:1NON-CONFORMING-REVISE&RESUBMIT 11-05 �I:Ka '- , '�` -.e-_c ` '-, BM8 15-00-00 5-1/2X 14 BIG BEAM 1 1
THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMS/CE — — -tr-1 14-0Id -.
WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 14a II W
FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN —
DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE Q "''$- �' OA ',= —'M'
PRIORITY OVER THIS SHOP DRAWING. i:�
® I ■ 0 TH017140-2 44
By Rae Hauff Date 10/26/17
1 IO HUCQ1.81/11 5
MILBRANDT ARCHITECTS I a� , HVAC RUN 1x14 OSB RIM FOR SHEAR BLOCKING 25'
ril I MA
I II BK1=BLOCKINGRM1=RIM BOARD FLOOR LOADING40 1115 DL
u' as __ LIRM1l I oI/ - o
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4 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN
I I
I I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY.
--- BM6r-- , -- K1, 1 IBI - I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I
I I o Aa ri L 1 1. •9-1 o 1
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BM4 BM7
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4 4 _�
Pacifi umber START FRAMING HERE
& TRUSS COMPANY
DO NOT:
Loosen, remove,cut or notch
any part of the open web joist.
li
JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET
SHEET 3 OF 3
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y ❑ NON-CONFORMING-REVISE&RESUBMIT ❑ NON-CONFORMING - REVISE AND RESUBMIT
P THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE
o FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN
DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE
m FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE
PRIORITY OVER THIS SHOP DRAWING. DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY
OVER THIC CHOP DRAWINC. —
By Alexia Fukui Date 8/12/15
MILBRANDT ARCHITECTS By: Arnold R. Solomon Date: December 3, 2015
CT ENGINEERING INC