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LEGEND: 11.1....111. 11ag1
SS SANITARY SEWER Pacific
SD STORM DRAIN Community
•
i w WATER LINE
, Design
,.....
I -------"'----283
1 12564 SW Main Street
0 0 MANHOLE , Tigard,OR 97223
\ ,
p\d ---------------284 n CATCH BASIN
` [1.1 503-941-9484
-285 ''-,--„ DATE: 7/27/2017
283.5 285.7z
REVISIONS
50.0' 286 -, '
NO. DATE DESCRIPTION
0' —*— STREET LIGHT
i 1
1 -•\
Ito! i
STRAW WATTLE PERIMETER
r ,,,17.17' <::: :)
EROSION CONTROL
I
30.00'/ — —
1-
8 284 - __ I ... FLOW DIRECTION ARROW
of;
285 — I f
r i - 1—— - fil
I i
"
I ,
STREET SECTION, SEE
CONSTRUCTION DOCUMENTS
if ro- I I LI '°, I I
286 .__I ° r 1 -[ 7
0 1
11 r- 4
287 1 1
111,
_ 1 1, 112 / T'51 I 1 1
II
1 SETBACK SUMMARY
,,,,,,,,, ,. , _
vOMIN 288____ 5.21' II'
[1
_] , ,, BUILDING:4,750 SF
N 1
1
FRONT SETBACK: 1Z ',-
:I / I 1
____ 5BR-DL '1 SIDE SETBACK: 3'
i
00 i
11 3-16 ,
FF=297.91 11 ,r; , 111 STREET SIDE SETBACK: 8'
BFF=288.91 1 I
,
11 c's, if FRONT GARAGE SETBACK: 20
A 4.79' '
co.
29°
1 FRONT PORCH SETBACK: 8'
', ,
, 1
r-..
3 I Tammi)::::,-`1,0 El ' 1 ! 1 go, ' 1 REAR SETBACK: 15'
csi
IN lib..1.00.••••••L.........0001,A00•11 2(1391 1 = REAR COVERED PATIO SETBACK: 10'
..:5-
04 2911 Ilti oiralimiiiming....----- limiworpilill 2q7 1
11411114 illiairigalf 1111111 GARAGE 11.001„„„iiiii 291 10
294 1000
Cs1 %L140 410101111011111 .101101101011111101110.1111111111110111111111 L95 ISO
IN/krolliiiii.001. 1111.011111111Wil VE'2:97
.---—.
.10111 ,.,
illiiiiii ligoluilionlniou Rs lig 22s _ LOT COVERAGE:
__............■ 299
...,
MB — i_ mim_=1 IL _ -I I I RIVER
,,,,_1111ftki r 6.00' - I I .J-- \ I I LOT AREA: 4,750 SF
war,04,
— —
PORCH 1 — al L-
0) 1.11111414, 111: PUE, TYP. 1 -"'
3 reaftio,
o _ • al Alliiii \ TERRACE
13 milinillfth, 1 ---1-
mi_
c6 I 18.00' 20.00'
P ,2_1
-....,,...........
BUILDING FOOTPRINT: 1,800 SF
111,1111
— — — --I-— , — — — -12.60.-— -- — — i— — —— ,_i
EAST
NI-
o 114.40.,11111111111421ftim..._ kilh, 1 ' t,„4, _::
1 lopoommito k 00..r""4
'44if-•,,..- ,,,417,011 --- .mlillmo,..__IIIMMIk 4 411,Trimaill%... A WIIIIIIIIIISIL—
.-,......JAN-- _....-,...„ ..114
1j1
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- IhrffArargerAt A& 4044010 ‘ AFM101riAiv 296 2 41
AMIIIIIIICOVERED REAR PATIO
M
.-0 trier 11WAW 293.0 Viirleln 1111PLWArigr V 111111"I'
---
Fi
v
/ i .---- ' it iiii CANTILEVER LIVING SPACE: 268 SF
A 4 ar 7 ' 1
, ___ _ au, Pfl, 112
WATER r
0
(1)ROHANI EUROPEAN iDECK AREA: 0 SF PLOT PLAN
METER --; *AlirtiftwoolliM - --
Nr as / mi as mir BEECH I FAGUS B
le STORM LATERAL SYLVATICA 'ROHANII. TOTAL COVERAGE: 2,234 SF
rs
, \
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1 \
'
...- SANITARY LATERAL SW BIRDSONG STREET 47.0 %
"d SS ,,,„.Laivaift,
-----.,--/-" ' t--) - r-S. I et" .A1101"
0 e- ., ,....1
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IMPERVIOUS AREA: 2,761 SF
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F2 POLYGON NORTHWEST (503) 221 -1920 OF TIGARD
2S1W6 9
CI
.., rOVed by Planning PROJECT NO: 395-041
0...
TYPE: CONSTRUCTION
0
....
;Tr ,7-l5--1REVIEWED BY: PRE
LOT 112 (R-7, STANDARD) ie q ,b6 SCALE
20
'IS
cy,
co RIVER TERRACE EAST ' . • Al--
0_ 16790 SW BIRDSONG STREET 1 INCH=20 FEET
...-
ro°"`rc" PACIFIC LUMBER COPYRIGHT 2015 ROSEBURG FRAMING SYSTEM"
�n 'W u�•-p- a,*7° ,I� ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. quality engineered WOOL products/01 today's builder
souv BLOCK A4.'
The plans may not be re-used or s to,and,in whole or part,without written permission from Pacific Lumber RI GI DLAM LVL RIGI D RI M
bo,�ro... Posrs vROM leove _ _
wm. ,rK. , ro ae.R�w aew.l. Company,which retains copyrights to, ownership of the plans.Use of these plans by any other
..,.....� iusru:sovnsx a�ou=
• -m _`III1 EEARI AR,a„nrc« product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or r p ra¢oouers
copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include
\� eelorr ro.osr.eove penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully.
■ 104 0 RFPFJOIST
��/�, . III/, i Woctsuacroa�srnao�uecrs
>aw.K.o< CONTRACTOR NOTES: P55/6N NOTES:
1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS
=!;.=..r.`""°"^'0 MAIN FLOOR JOIST LAYOUT 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR
SCALE: 1/4"- 1'-0 (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD
RFFi BLOCKING PANELS WITH BEARING MALL ABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA
N.rs. N.rs. (UNLESS NOTED OTHERWISE) OF L/430
4)USE CAUTION WHEN GUTTING FLOOR LOAD/N6:
FOR PLUMBING 40psf LIVE LOAD
5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD
(DOUBLE) 1 1-7/ES RFPI-20 19.2"O.G. SHEARWALLS
(DOUBLE)1 1-T/8 RFPI-20 ei 1 9.2'O.G. 5LEEP/N6 AREAS:
0 SEE SHEATHING NAILING ATTACHMENT NOTEIIIII SEE SHEATHING NAILING ATTACHMENT NOTEIIIII® TH/5/5 A PLACEMENT PLAN ONLY. 30psf LIVE LOAD
This layout is to be used in conjunction with 1 2psfDEAD LOAD
START START Architectural/Structural plans.Verify all
shear wall blocking placement and connectors ROOFLOAO/N6:
FRAMING FRAMING Purchaser responsible for approving pproving this 25psf LIVE LOAD
HERE HERE ayout prior to any construction. t Tpef DEAD LOAD
-- -- - .......-
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CONFORMS TO DESIGN CONCEPT
�1 1
❑ CONFORMS TO DESIGN CONCEPT WITH
REVISIONS AS SHOWN
J11111 ❑ NON-CONFORMING-REVISE AND RESUBMIT
J THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
'Si R 1 .41 .41 11 J 1 J 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE
N.
.y 1 1 u 1 1 -1 J 1 J 1 FABAICATQAiVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE
II
�'�, J 1 _ �,8 3 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY
1 '- -'• Ulf _ t .f3 3 J3 .�3 J3 J3 Y3 R1 OVER THIS SHOP DRAWING.
By: Arnold R.Solomon Date:Oct.25.2017
$ i6 3 3 CT ENGINEERING INC
r i i i i i i i i -5 JB .3 .3 J3 J3
II ❑X CONFORMS TO DESIGN CONCEPT
111. 111V4„ „ „• , , „ „• „: „:
ll
''' _Ir-.e ..u.eea°.^W ne CONFORMS TO DESIGN CONCEPT WITH
''i ---
REVISIONS NOTED
''� - 1 gig - ❑NON-CONFORMING-REVISE&RESUBMIT
THIS SHOP DRAWING HAS BEN REVIEWED FOR GENERAL CONFORMANCE
1 - ® WITH DESIGN CONCEPT ONLY AND DOES. NOT RELIEVE THE
II I I II N II I I-_ I,I 1i. • iF ,L 1. R1 - - - _1 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN
R1
DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE
R1 PRIORITY OVER THIS SHOP DRAWING.
By Rae Hauff Date 10/26/17
MILBRANDT ARCHITECTS
17132 JE•.2
R1 Si
a c
T: 1
-I* JI, f. - _I lii
I II -1
:11.11: ',,.. JR n
.B1 B1
•
M 1 A •
IMPORTANT/
PORCH PORCH REFERENCE INSTALLATION
GUIDE FOR ALL FRAMING
11-1/5 RFPI-20 e 19.2”0.G. 1 1-'1/a RFPI-2O e 1 9.2"O.G. DETAILS AND I-JOIST INFORMATION
I. I I I
LEGEND:
D:
UPDATED H
pack ber
Ha—-HANGER GALLOUT PL 1 5-343(Male) Filler blockingis not structurally required provided both
® -SUPPORTING POST Mrk e I
POLYGON PLAN OPTION:S5512L-aG ucuray Q
Material Mall Depth beach ati Gut Lt 1 Tot LN I-Joists are continuously laterally supported by
® R, 055 Rim 7/56 s connection to the Sheathing at the top flange. & TRUSS COMPANY
-POST LOAD ABOVE
51 RIgldLam LVL Sia 1 Tia 1.5E' 2 a s addition,the joint in the sheathing shall be positioned
R -RIMBOARD 32 RlgIcLem LVL Sia 1 Tie 1.5E 1 6 6 over the center of one of the two top
53 RlgldLem LVL 3/4 1 T/a 1.5E 1 22 22 / flanges to assure 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663
LB -LVL BLOCKING -0 31 BLKG 1.75 LVL 3/4 t va 1.5E 26 3 Ta shear transfer between sheathing panels.
JB -JOIST BLOCKING JB2 BLKG RFPI-20 Sia 1 Tia 15 3 as ,_� PLAN DESCRIPTION/NUMBER: SBDL-SG
J1 RFPI-20 Sia 1 Tia 14 1e 252 F,eopv1Nitl" CUSTOMER: POLYGON
J -JOIST GALLOUT J2 RFPI-20 3/4 1 7/5 6 26 156 , 1 2-111s MDT2,rr 3-1/2"J3 RFPI-20 Sia 1 Tia 4O 22 560 DEL I-JOIST WITHOUT FILLER CONSTRUCTION niaiiiEniamnal PLAN DATED: 1 0/5/15
5 -BEAM(FLUSH w/JOIST) J4 RFPI-20 3/4 1 7/6 3 4 12 NT.S PO,IMM_^S N.^ m.. m.^ Max m� N.„ m.^ Max all Max
J5 RFPI-20 3/4 1 Tie 2 2 4 DESIGNER: KAM/L.HENDERSON DATE: 10/13/15
HON -HEADER(BEAM BELOW JOIST) Accsaaorlae
BBO-BEAM BY OTHERS NRA
1 Io11.55-or-17711 So y z ,a z 1e r zn z m T 24" PL 1 5-5 4 3 MAIN SHEET:2 0f 3
ROSEBURG FRAMING SYSTEM'"
��,w .. PACIFIC LUMBER COPYRIGHT 2015 quality engineered wood products for today's builder-
.,..^e,.. I� These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015.
R�a SOLD BLOCK uL
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 DRI M�
lki
�� POSTS
FROM
company,which retains copyrights to,and r of theplans.Use of theseplans b anyother
a �: I p y. ownership y
�� "'°`r"' , usr,N.�sounsx ewcKs product supplier other than Pacific Lumber company is strictly prohibited.Unauthorized use or ROS£sWe[+£OReSf PRODUCTS
ro»mo fOPBf P'YOOUCii
„ ;"" PER ver��,e.„nrcx
copying of theseplans,infringes rights under the copyright Act.Infringes face liabilities that include
I) eenRixc nrceA or s�occs 9 9 99
ee�ory TO POST ABOVE. penalties of up to$20,000 per work infringed,and 5100.000 per work infringed willfully.
,.. It/ X04. 4 RFPI-JOIST
° ,''i CONTRACTOR NOTES: PES/6N NOTES:
1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS
°°"°°`°°` 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR
`� r«�w "ua�"ru�-.w�"c (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD
.��w.,..mQ...00rmm DEFLECTION CRITERIA
3)ALL BEAMS PER DESIGNER'S PLAN
RFPiBLOCKING PANELS WITN SEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450
N.rs. N.T.S. 4)USE CAUTION WHEN GUTTING FLOOR LOAD/N6:
FOR PLUMBING 40psf LIVE LOAD
5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD
SHEAR W ALLS
SLEEP/N6 4 45:
TART START
THIS IS A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD
q-1/2 RFPI-20®1 6"O.G. This layout is to be used in con junction with t 2psf DEAD LOAD
9-1/2 RFPI-2o 5 lb"O.G. FRAMING FRAMINGArchitectural/Structural plans.Verify all
HERE HERE shear wall blocking placement and connectors ROOFLOAD/N6:
I
PATIO 'urchaser responsible for approving this
I
ayout prior to any construction. 25psf LIVE LOAD
jl{TIO i \ _ 1 Tpsf DEAD LOAD
I
\\ ® CONFORMS TO DESIGN CONCEPT
❑ CONFORMS REVISIONS ASO DESIGN CONCEPT WITH
SHOWN
\\ J2 J• ❑ 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
F. Ji Ji Ji J1 Ji J1 Ji Ji J1 J1 Ji J1 J1 Ji J1 `w'J4.14J4J4J4 J4 J4 J4 J4J4J4 R1 R1 _4..4J4,4J4J4J4J4J4..4J4_4J4 1 -1 -1 .1 ..1 Si Si Si .1 ..1 _i Si -1 ,1 _1 R1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY
OVER THIS SHOP DRAWING.
- By: Arnold R Solomon Da e:W.25.2017
CT ENGINEERING INC
CONFORMS TO DESIGN CONCEPT
J2 J NFORMS
E El E1 ® ® El N1-1
ROEVIS ONS NOTEDTO SIGN CONCEPT WITH
\ 0 NON-CONFORMING-REVISE&RESUBMIT
hn 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
L— DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE
IR I PRIORITY OVER THIS SHOP DRAWING.
/
R1 By Rae Hauff Date 10/26/17
MILBRANDT ARCHITECTS
2.-51/5' Z-51/5"
/-
I I I I
/MPORTAN17
REFERENCE INSTALLATION
PORCH PORGH GUIDE FOR ALL FRAMING
- DETAILS AND I-JOIST INFORMATION
L JLEGENDPacifi . ..uiiiber HANG
(H ?--HANGERGALLOUT PL 1 5-343 (Basement Floor)LJ POLYGON PLAN OPTION:'SOL.-96 COMPANY
® -SUPPORTING POST Mrk• Material 1"Gdth Depth Grade Qty Cut Lth tot Lth & T R U S S
e -POST LOAD ABOVE .11 RFPI-20 1 5/4 9 1/2 15 22 950
R -RIMBOARP J2 RFPI-20 1 5/4 el 1/2 2 12 24 BASEMENT FLOOR JOIST LAYOUT 10515 5W ALLEN BLVD BEAVERTON,OREGON 9TOO5 (503)558-9653
LB .•LVL BLOCKING .19 RFPI-20 1 3/4 4 1/2 2 2 4 SCALE: 1/4°-1'-0"
.14 RPPI-20 1 3/4 4 1/2 13 22 386 PLAN DESCRIPTION/NUMBER: 5151%-56
JB -JOIST BLOCKING R1 0513 Rim 1 4 1/2 1 16 112 CUSTOMER: POLYGON
J -JOIST GALLOUT .151 5I$.r 1.15 LVL 1 3/4 4 1/2 1.5E 11 5 33 PLAN DATED: 10/S/15
B -BEAM(FLUSH W/JOIST) .552 SLI RPPI-20 1 9/4 4 1/2 11 9 91
DESIGNER: KAM/L.HENDERSON DATE: 10/19/15
HDR -HEADER(BEAM BELOW JOIST) Accessories BASEMENT
550..BEAM BY OTHERS 1-11 ITHO1/450-or-ITT4.5 4 FL 1 5-3 4 3 FLOOR SHEET:1 of 3
VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS
14"OPEN WEB JOIST @ 19.2"O.C.
Products
START FRAMING HERE PIotID Length Product Plies Net Qty
RM1 47-00-00 1"x 14"APA Rim Board 1 1
RM1 RM1 45-00-00 1"x 14"APA Rim Board 1 1
mai ® RM1 40-00-00 1"x 14"APA Rim Board 1 1
�:® RM1 12-00-00 1"x 14"APA Rim Board 1 1
i� RM1 11-00-00 1"x 14"APA Rim Board 1 1
RM1 10-00-00 1"x 14"APA Rim Board 1 1
RM1 8-00-00 1"x 14"APA Rim Board 1 1
, , , , RM1 4-00-00 1"x 14"APA Rim Board 1 2
RM1 2-00-00 1"x 14"APA Rim Board 1 1
CI cv IN C4 CH CH Cr)PI 0 BM1 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1
T T 1 u �- T BM2 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1
0
BM3 21-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1
u u o BM4 21-00-00 5 1/2°x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1
BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
BM13 18-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
BM5 18-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
O BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
BM6 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
` IBK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2
BM10 RM1 BM,`I g
p BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
Um --- BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
IIHIIHMMall L-
_ 11 BM7 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
71m>�$:ii--kiET " '. BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 1
I—
.-a- -s v I M. -0 BM8 9-00-00 3-1/2 X 14 BIG BEAM 1 1
It u_ Ll L _ m I 00- 0 BM9 7-00-00 3-1/2 X 14 BIG BEAM 1 1
n a I
u C a a v m BM10 5-00-00 3-1/2 X 14 BIG BEAM 1 1
m r � o 0 0 u- 0L 0 0 0 0
11 BM11 4-00-00 BB02 1 1
I1' BK1=BLOCKING--RM1=RIM BOARD FLOOR LOADING40 LL15 DL
O t LL E
IBM] L C o
1 -$ ;-03_H I -K= b = =4� a =4 -' =11 a= int
I
t ACCESSORIES
TH017140.2 QTY
pp
��IR
i 21
AAA . ® TFL1714 3
I 1 X 14 OSB RIM FOR SHEAR BLOCKING 25'
I
I HUCQ412 1
CCH
V
0 0 0 0 0 0 C. 0 0 0 0
r Ir IL 11 IT 1 r
I C•. 1`� 1`� h (� lL IT iL LL LL iy
L I 8 o i 8 o SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN
k ,,,
m ADDITIONALPOST TRANSFER BLOCKINGAND S
_ I , HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.
FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIP^--
;®
[BM51 I RM1
1 1Y
[RM11
JOIST WITH RIM
(24x36 SHEET) SCALE: 1/4"=1'-0" SHEET 3 OF 3 Pacm ,'. umber
�.k
CONFORMS TO DESIGN CONCEPT & TRUSS COMPANY
® ❑X CONFORMS TO DESIGN CONCEPT
❑ CONFORMS TO DESIGN CONCEPT WITH ❑ CONFORMS TO DESIGN CONCEPT WITH
REVISIONS AS SHOWN REVISIONS NOTED
❑ NON-CONFORMING-REVISE AND RESUBMIT ❑ NON-CONFORMING-REVISE&RESUBMIT
THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
WITH THE DESIGN CDNCEPT ONLY AND DOES NDT RELIEVE THE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE
FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DR W NGS,FABRICATOR/VENDOR OFNSAND APPLICABLE
BLE CONFORMANCE WITH HH DESIGN
DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE
DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PAIDAITY PRIORITY OVER THIS SHOP DRAWING.
OVER THIS SHOP DRAWING. By Rae Hauff Date 10/26/17 _
By: Arnold R.Solomon Date:Oct.25,2017 MILBRANDT ARCHITECTS
CT ENGINEERING INC