Plans (5) /iI5TagiaGY3Z5
LEGEND WIN"
SETBACK SUMMARY
SANITARY SEWER 207 FRONT PORCH: 8' cl, 5
— — FRONT BUILDING: 12'
STORM DRAIN - ___ s:
- INTERIOR SIDE: 0'
WATER LINE /286.4 /287.4 59.00' 59.00' 288.3 SIDE FACING STREET:
i PUBLIC STREETS: 8'WATER
��n �
WATER VALVE
ALLEY/PRIVATE STREETS: 3'
zb<; REAR: 15'
SANITARY MANHOLE 2874 REAR ALLEY/PRIVATE: 0' TaylorMorrison.
STORM MANHOLE TRACT M 28 94' REAR COVERED PATIO: 10'
27,796 SF 35.94' k GARAGE:
CATCH BASIN 35.94' PUBLIC STREETS: 20'
ELECTRICAL VAULT
lier ALLEY/PRIVATE STREET: 3'-5' `
C COY,.f, , ) .,IGN
• SIGN 12564 SW Main Street
oL PATIO TRACT COVERAGE: Tigard,OR 97223
180.2 GRADE ELEVATION I 10.66'I I- 10.00'-as DATE [1]503-941-9484
• LIGHT POLE I I : 04-13-2022
TRACT M: 27,796 SF
1
_1BUILDING 24
STRAW WATTLE PERIMETER EROSION 3 1 BUILDING 23 FOOTPRINT: 2,093 SF
E CONTROL '1"n 109.00'
N SURFACE FLOW ARROW 1 UNIT 2 1 BUILDING 24 FOOTPRINT: 2,093 SF
N
N in
, PORCH 1481000BRl 1 BUILDING 25 FOOTPRINT: 3,609 SF
—O— TREE PROTECTION FENCING 5.78'
o
11
r
a WATER METER — _,
J _pi . I FF=283.0 i BUILDING 26 FOOTPRINT: 3,609 SF
FF= FINISH FLOOR ELEVATION I 1- _ TOTAL FOOTPRINT AREA: 11,404 SF
N GFF= GARAGE FINISH FLOOR ELEVATION 1 —
o PUE PUBLIC UTILITY EASEMENT _ UNIT 1 1 TRACT COVERAGE: 41.0
m PSDE STORM DRAINAGE EASEMENT i1 1 1
i. PSWE PUBLIC SIDEWALK EASMENT = a (481100BR)
= PWLE PRIVATE WATER LINE EASEMENT 1 3 GFF=281.6 BLDG 24 TOTAL IMPERVIOUS: 3,251 SF PLAT.
V, ,;. r� - 1 12.00'
I I, .. L
I 1 INNOVATE
3n. JT 16.30' -'' PORCH I I` 1r - - I
�. _ I o h z y
7 CONDOMINIUM
a l�C)Lj 1a.C.. u, 20.06' 1 ca
13
16.76' 22.06' _, at SOUTH RIVER
o l w ' m s'
d J - - - O — T - - - - -I -
. a.
6.00' TERRACE
(� +� •' I I BLDG: :BLDG 1+i BLDG BLDG
PUE "t►mmems, Q� . 26 25 .7 a 24 23
_y _ ..
1 SIDEWALK 280.9-' 17.00' -�1 t�-�L J W
y 9.00' 281.4 c-- A'
Imo,
1 \ — SW COLORADO LANE — —
Z = / - 1 r, r y__r 'I Y Y Fr r PLOT PLAN
TRACT M KEYMAP
O
1.5"CALGOLDENRAIN TREE/ `� STORM LATERAL :1"=150 BLDG 24
KOELREUTERIA PANICULATA =' =S ��L___.
\\\ SCALE
O SANITARY SW BULL MOUNTAIN RD IC.R.N0.262) -
` I
1
— — — LATERAL - — —
C.1 z
O --_ 5D - --._ .--... _ - „ - -.. ,'' - __. .-..-.. ^; - SW LEAF LANE TRACT J E
o
-SW COLORADO LANE
M M
w
OFFICE COPY o = =
2 TRACTI m TRACT L N
O TAYLOR MORRISON (360) 695-7700 - = SWBEEMERLANE
2S 1 W7 w - 11111111
V
TRACT H NEillori
N BLDG 24, (R-7, DUPLEX) G 8
3 \SWCOLORADO LANE
a CITY OF TIGARD INNOVATE CONDOMINIUM at SOUTH RIVER TERRACE
C PROJECT NO.: 39 PERMIT
3 Approved by Planning TYPE: PERMIT
rLi-o -103
SW
(,, �KESSLER REVIEWED BY: CMH
$ ®atE'. _ (0�30�7�'L SCALE 0 20 z/LANE
orn Initials: „5,V 24-2 16661 SW COLORADO LANE e TRACTO
MTIGARD, OREGON 97224 INCH=20 FEET SW DARLING LANE `N
a KEY MAP
Z
/116-rG -c67C&
LEGEND I 1 1 IIIIWINII
SETBACK SUMMARY
SANITARY SEWER 2c FRONT PORCH: 8'
- FRONT BUILDING: 12'
STORM DRAIN - -29C -____- INTERIOR SIDE: 0'
....•5
WATER LINE 286.4 -_. ?88 287.4
59.00' 59.00' 288.3 \ SIDE FACING STREET:
PUBLIC STREETS: 8' ace
WATER VALVE , I
ALLEY/PRIVATE STREETS: 3' Qcve Ehh
*t SANITARY MANHOLE 28.; I REAR: 15'
84 REAR ALLEY/PRIVATE: 0' TaylorMorrison
• STORM MANHOLE TRACT M
28.94' # REAR COVERED PATIO: 10'
CATCH BASIN 27,796 SF GARAGE:13 B
35.94' 35.94' PUBLIC STREETS: 20' u
,� ELECTRICAL VAULT 1II ALLEY/PRIVATE STREET: 3'-5'
PAcl ,c co n Tv DESIGN
SIGN 12564 SW Main Street
L._,
PATIO TRACT COVERAGE: Tigard,OR 97223
180.2-" GRADE ELEVATION L 0.66 10.00'
! IT]503-941-9484
DATE: 04-13-2022
LIGHT POLE 1 1 1 0 TRACT M: 27,796 SF
-' BUILDING 24 I , I
STRAW WATTLE PERIMETER EROSION 1 a
CONTROL 1 a BUILDING 23 FOOTPRINT: 2,093 SF
109.00'
�
N SURFACE FLOW ARROW lv UNIT z BUILDING 24 FOOTPRINT: 2,093 SF
NJ —O— TREE PROTECTION FENCING 5.78 , IRCH (481000BR) '�
1 BUILDING 25 FOOTPRINT: 3,609 SF
0
NJ
WATER METER • I
a - f-I o I - 1 FF=283.0 q I r BUILDING 26 FOOTPRINT: 3,609 SF
I , I I
c FF= FINISH FLOOR ELEVATION I '- I 1 TOTAL FOOTPRINT AREA: 11,404 SF
nI GFF= GARAGE FINISH FLOOR ELEVATION
E PUE PUBLIC UTILITY EASEMENT = UNIT 1 g
m PSDE STORM DRAINAGE EASEMENT I TRACT COVERAGE: 41.0
(4811006R)
E PSWE PUBLIC SIDEWALK EASMENT - J
PWLE PRIVATE WATER LINE EASEMENT 3 . BLDG 24 TOTAL IMPERVIOUS: 3,251 SF
,I � GFF=281.6 12.00' • PLAT:
L
I I r INNOVATE
r x PORCH —I i
3
Z
a — �� J CONDOMINIUM
o J 16.76' 4 2o.os 22 06' at SOUTH RIVER
—
-fl -
6.00'
cc
NI ' BLDG:I:BLDG 9 BLDG BLDG TERRACE
j
u PUE+ D f OV��� 25 24 23
z
r SIDEWALK T 280.9 H-17.00' I .� 281.4 / _ - �LirH
0C. , - - SW COLORADO LANE
0 ,,-"r- y-� T I' 1 r 1 v. 1 7 3 r PLOT PLAN
TRACT M KEYMAP
1-. 1.5"CAL.GOLDENRAIN TREE / _------- STORM LATERAL / SCALE 1 =150 BLDG 24
o - KOELREUTERIA PANICULATA =
SW BULL MOUNTAIN RD IC.R.N0.262)
z SANITARY � -,
M - — — w
-- GR LATERAL. - - SW LEAF LANE TRACT J ,
o I
SW COLORADO LANE �- /
C i/ 2 .o
J TRACT I 8 TRACT L N
a. TAYLOR MORRISON (360) 695-7700 - = SW BEE AER LANE a
2S 1 W7 _ --J
N
O! TIGARD 8 j1J
TRAC
BLDG 24, (R-7, DUPLEX)u cc TRACDOT H 3 "M
Approved by Planning 3 SSW COLORADO LANE
Z,Z INNOVATE CONDOMINIUM at SOUTH RIVER TERRACE PROJECT NO.: 395-103
Date: �o\'SD� --
SCALE TYPE: PERMIT
24-2 16661 SW COLORADO
�+i-6W REVIEWED BY: GMH
O Initials: ....aswss�aus.=�-- '�^'.-.-.. DO LANE 0 10 20 KESSLER
LANE
r
PeTRACT O
TIGARD, OREGON 97224 1 INCH=20 FEET SW DARLING LANE ti
1
- KEY MAP
_ S!'2o7 rx�
Pacifiatumber NOTES:
ALL WORST CASE I-JOIST SPANS HAVE 'ALL BEAM SIZES PER ARCHITECT/ENGINEER
& TRUSS COMPANY BEEN ACCOUNTED FOR ON THIS LAYOUT. I-JOIST LAYOUT 'SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 3
'REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING 1.,1
PLEASE REFER TO THE ATTACHED I-JOIST Q� 11 MOVE JOISTS ++/R4UIRTO AVOID PLUMBING 10515SWALLEN BLVD. CALCULATION PACKET. 9-1/2 RFPI-20 16 O.C. .. J
BEAVERTON, OR of 4
(506) 858-9663
1/4"=1'-0"Scale on 24"x36"Sheet w
PL21-373 CUSTOMER: TAYLOR MORRISON/ ®mNmRMsrocevpN CONCEPT 1..POLYGON El .11
LEVEL: MAIN LEVEL PLAN 0 SRT-16"OW OPTION ❑'a'v Ca
•
PAGE Sl 1 OF 2 PLAN NAME MH ST DUPLEX(A/B) E r_- - jA
DESIGNER: KAMI HJ KYRA B. LOTS 481000/481100 AND z. "'���� a
cc
aY MILBRAN�DT ARCHITECTS
DESIGN DATE:12/06/2021 SQ FT:
•
PAC.LBR.REV. ARCH PLAN DATE: 11/30/2021 < START FRAMING HERE a cO i i 11-'2
m „o —
PAC.LBR.REV. ENG.PLAN DATE: a1 2.0 i m
PAC.LBR.REV. REV. m
RI RI E R pp p�, m c
L t L 15._m
om m c m$„om.6
mnmm�
BK1. 1 I F1rFunai oyT'�
. 1 m,ll Smm3c U6-c�.
ii
MAIN LEVEL Products 1 11 IYWrommao a
PIotID Length Product Plies Net Qty ,,-,Zp„, ci u 8 V I.
''8 o N
J1 34-00-00 9 1/2"RFPI-20 1 17 w�C O ." ono
J2 32-00-00 9 1/2"RFPI-20 1 3 L' m crn E m o m c d
J3 30-00-00 9 1/2"RFPI-20 1 6 Of N. _ i. m D o 2 o N 2 2 m P
J4 28-00-00 9 1/2"RFPI-20 1 1 I g m 2 c 8 m .c m m c
amUc�H_Nm
J5 18-00-00 9 1/2"RFPI-20 1 9 da o 6 c i
LLg1 ma^ovs
J6 16-00-00 9 1/2"RFPI-20 1 1 U W_m E m S o>m
J7 10-00-00 9 1/2"RFPI-20 1 3 - y ez a=7"0 a a�°'°a'
J8 4-00-00 91/2"RFPI-20 1 1 asoAtmmmo0
�a ma L°.'- Go
J9 2-00-00 9 1/2"RFPI-20 1 4 ® 3 s E a a. o
d
B1 12-00-00 1.6 RigidLam DF LVL 1-3/4 x 9-1/2 1 4 °a`=m
BKt
B2 42-00-00 BB01 1 1 / I I aKz
B3 8-00-00 BBO1 1 1 tp
>-= 0 fn
B4 4-00-00 BBOt 1 3 c q t rt r I 1 Z O , O
J--a1'6.-
vcu
O
R1 16-00-00 1X9-1/2 LP-OSB 1 12 _ _ _ uncue_p. Z '�
O C c
BK1 3-00-00 9 1/2"RFPI-20 1 36 O c a c N c
BK2 3-00-00 1.6 RigidLam DF LVL 1-3/4 x 9-1/2 1 22 •
I� � � a� 8.2
Connector Summary I , BK2 .�' Bs - < c— r0 8 2
s
PIotID Qty Manuf Product Skew Supported M8 BKI BK2, f�ll /� r1 a u B ro as c
H1 11 Simpson ITS1.81/9.5 - 91/2"RFPI-20 ,) I(Y OF Thal ll Ll 0 ct N° (OD
F
BUILDING DIVISION I— . E T
ii
B41 m, CO 0) (U0 0 L6
_AAI E3 a rn O
% — 21 V 7 Of O
S go�2oo
o- d V N O-
d N L O N
- BK2 Ny / ' 1 1 —� �— I 3 i O
1 smt 1 1 Rf m a p Q= y >.
24.......,...„ CAL) N ` •
CL 03 co
F. m 1e
B4
8K7 i. II a
RtID 2
•
I m I 4D
SKI
F I I
III—
® CONFORMS TO DESIGN CONCEPT 2
❑ CONFORMS TO DESIGN CONCEPT WITH
REVISIONS AS SHOWN
❑ NON-CONFORMING-REVISE AND RESUBMIT
THIS SHOP DMWIM HAS SEEN REVIEWED FOR 5AEMI CONFORwNCE
WITH THE DESIGN CONCEPT OILS AND DOES MT RELIEVE TIE
FAMICATORI VENDOR OF RESPONSIBILITY FOR CONFORIRME WITH TIE
DESIGN DRAWINGS AM SPECIFICATIONS ALL Of WHICH HAVE PRIORITY
DYER THIS SMP DRAWING.
•
By, Y.E.Z. Date:12/13/2021 FLOOR
CT ENGINEERING,INC. DESIGN CRITERIA
SPECS VYCOR WRAP DETAIL
LIVE LOAD U480
SELtJOISTyr1TRgUT OU SCArbTRISTESN DOue�FIJOIST CONDFcnonl Od SQUASH BLOCK DETAIL 0 BLOCKING PANELS 1b RIM BOARD
LEGEND : Filler blocking is not structurally required provided both I-Joists are ' RPTI W ON.PsnsieY14 u.a TOTAL LOAD U360
///--- VYCAR VVRA' FPI.r Hold SUOnp :nsRR,=NOD ell
continuosty laterally supported by connection to the sheathing at w".I Per Wan. I' gwR.m RlmDgam l.ee I --
WIpF WRA- Cut tamper RFPIJOIST FLOOR LOADING
H= HANGER CALLOUT / lop flange.In addd on,the joint in the sheathing shall be positioned I' n� �� a a a^ ipn c"me
over the center of one of the two top Flanges to assure shear P.T.LEWERIREADER OR ' Nooks ---
R = RI M BOARD Transfer between sheathing panels. FOUNDATION PLATE �, :` �"" ti Mde
BK = LVL/JOIST BLOCKING FYrypWgm M^° �� . tr
LIVE LOAD ao
/r% � .mbi°O...I wmee.mnail m.°°. DEAD LOAD 12
iJl4' L1Iie' 25'1G L1? 31? `� 1 �� ohs DRR an GO nails®6"
J = JOIST CALLOUT ��////� = emevirseita for lateral
'- ROOF LOADING
12
Paz Min M.s RAH MaxAin MaxMin Max �:I '' wit o e ild na0 to h ids sheer
wim same nelli,q as I-=� Ibc"RFPVJnia„n mD W,e _
B = BEAM CALLOUT _ .�` 1 ..,m"m Rm..lga Per n<.,-N.,.h.NR .R^rorp "-.b-N..nae m
r 18' 2' 18' z' 24' r 24' r 24" ` pee m squash bl.re II 1 the Nance p decking Attach Rlmm ti pa et beefing.
r� ' =�1 Pair W Squash aPWR i1¢we s �° gHro m x,ce P Nate ee 'k Q 6 T getting n install LNE LOAD00 25
BBO = BEAM BY OTHER r r 2 24 r 24 r RI" '/ \ ��Writer RV IX „Po driven et en angle OP Of Host N,N a ed...ke used lateralu,r., ,m Pm DEAD LOAD 17
M date send or Mo.na be
ated
1900 splitting of the Deareq plate. amp A"° splitting of the beams W.R.
m5T- 0
Pattfi Lumber `'
16" OPEN WEB LAYOUT NOTES:
`ALL BEAM SIZES PER ARCHITECT/ENGINEER
COMPANY NY `SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN ;
& TRUSS '' REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING O
n 1 . 0.C.
. . REQUIREMENTS
10515 SW ALLEN BLVD. V MOVE JOISTS +/ 4" TO AVOID PLUMBING
BEAVERTON, OR W�,
(506)858-9663 1/4"=1N-0"Scale on 24Nx36"Sheet
PL21-373 CUSTOMER: TAYLOR MORRISON/ EII CONFORMS TO OM.CONCEPT
wm N
POLYGON v
LEVEL: UPPER LEVEL PLAN N SRT-16"OW OPTION -cox S. - ,
cc
PAGE N 2 OF 2 PLAN NAME MH ST DUPLEX(A/B) ...c...e D ~
DESIGNER: KYRA B. LOT N 481000/481100 >I 1E ARCHITECTS
W.MILBRANDT ARCHITECTS
DESIGN DATE:12/06/2021 SQ FT:
• START FRAMING HER
PAC.LBR.REV. ARCH PLAN DATE: 11/30/2021 n°v D m y
PAC.LBR.REV. ENG.PLAN DATE: v d o.„o N m m
�\ J 18-04-00 vc€gt_ -N
PAC.LBR.REV. REV. I E c
01 o.c Tmam c
O a o p c a 9 a m o a m a c m m - a
a N mE O e E m�Yg
H-aa ma0$c5
X t t 3 m m
K'co ova?E'...
UPPER LEVEL Products a a"'§°v >,a 8�,
PIotID Length Product Plies Net Qty ,- r ,- F "g r 0-
AOAe a.a �y Wo=
B1 20-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 ° a A aisv THV N 'I 'aays' ' pump � ^' .- F ra -F -A a F- w.a`o c't m a«§
ocw_
II Ya."`. ..... �'1 P..I #' AIC../ �.`..6 N.. -.:.. .. a �....,,� _ 1. L l EO c E m m Z 18 i
62 20-00-00 1.6 RigidLam DF LVL 1-3/4 x 16 1 1
B3 10-00-00 1.6 RigidLam DF LVL 1-3/4 x 16 1 2 m o a m o m
$. $-. �mUoE�ta F
B4 8-00-00 1.6 RigidLam DF LVL 1-3/4 x 16 1 1 _ U U LL 1 LL LL E ` LL 3 v O m d$..o c
IO-i.-E�`m ' �`mm
B5 6-00-00 1.6 RigidLam OF LVL 1-3/4 x 16 1 3 m -,o
B6 14-00-00 2.1 RigidLam DF LVL 3-1/2 x 16 1 1 c a A,0 o m
U c ,3 E m
B7 10-00-00 2.1 RigidLam DF LVL 3-1/2 x 16 1 1 a c u'a? m 10 cm 3
p.m���,-a a�
a o o a��m a
B8 8-00-00 2.1 RigidLam DF LVL 3-1/2 x 16 1 2
B9 6-00.00 2.1 RigidLam DF LVL 3-1/2 x 16 1 2 ::8:5E.E:g::
0B10 4-00-00 2.1 RigidLam DF LVL 3-1/2 x 16 1 2 H, d o.B 0
B11 18-00-00 2.1 RigidLam OF LVL 5-1/4 x 16 1 1 "'� H=n g o 0.5 t
B12 16-00-00 2.1 RigidLam DF LVL 5-1/4 x 16 1 1 _ / Bs
613 10-00.00 2.1 RigidLam DF LVL 5-1/4 x 16 1 1 6 �BK1 =�s—i,�a= -, _c�=�iR ^� .-,q-= v v BKt> c
B14 8-00-00 2.1 RigidLam OF LVL 5-1/4 x 16 1 1 j�W v —� V =
to
BID 20-00-00 2.1 RigidLam DF LVL 7 x 16 1 1 _,. _ B�1 3 �ml ,®• Z 3 ' j:✓
R1 16-00-00 1X16 LP-OSB 1 9 ° c c ' \
BK1 3-00-00 1.6 RigidLam DF LVL 1-3/4 x 16 1 34 m �; I.' 6 ' 1 1I / - yry 1 E:.IL... 0
O 2CD
II !! >
Connector Summary \ 2: s 6 Jr. I=.°. 7K1 E 1 - I L. _ J iU.,.� ' C- s3 (_.li 1/ 0.-0 a 2i
PlotlD Qty Manuf Product Skew Supported MO / -1IWv -1 v . 1 BKi _ CD C. c 3
_ _ _ Q O N RO �-
H1 1 Simpson HHUS5.50/10 - 2.1 RigidLam DF LVL 5-1/4 x 16 "V v o -c c o- ° ' .c�,. ,' Y _ -' F'W p C C co C
H2 5 Simpson HUCQ412-SOS - 2.1 RigidLam OF LVL 3-1/2 x 16 - j � -a �' �R���� ,Il � `
H3 73 Simpson IUS3.56/16 - 16 OPEN WEB JOIST - ' a o ex, Gh_ �3��ILDIIV�DI 1 AQN W vwi to a as
BK1 ',
LL S� d 8 2—! 1 W a) ,_ 01 O—
mm V�2ca8
1 m I B9
l JO °:2 N
I rc U a
N' 0A BK1 a,_ Q
C 3
t
I ° .. U P.7
v v c v v v v v ,__ •-
\ L__L-a__ �BKI y 0 N
11 8 l C k! Q oQ,, Nn t
Ba I I N �+ ea (6 to
I ' ate) 3 L
I N to >
R1 m1 IC a a)
II CU
II
II
m 11
ii
BKi
II
( d D Uy( II i_.
II
II
EL_'-a-Zas-'_ia..'•• •2.,o_f_..1. 1100
e�
^1 fJ W .-G .-W J .-9 W ..W �v
r —g1b— 91-
II I
I Bt H--1 ® CONFORMS TO DESIGN CONCEPT
❑ CONFORMS TO DESIGN CONCEPT WITH1=
2
REVISIONS AS SHOWN
❑ ❑ ❑ 0 NON-CONFORMING-REVISE AND RESUBMIT
THIS SHOP DRAWING MS BEEN REVIEWED FOR GENERAL CONFORIMNCE
WITH THE DESIGN CONCEPT ONLY ANC DOES NET RELIEVE THE
FABRICATORIYENDDR OF RESPONSIBILITY FOR CONFORIBHCE WITH TIE
DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH!AYE PRIORITY
EVER THIS SHOP ORAWING.
Op. Y.E.Z. D,„.12/13/2021 FLOOR
CT ENGINEERING,INC. DESIGN CRITERIA
LIVE LOAD L/480
LEGEND
TOTAL LOAD L/360
H= HANGER CALLOUT SINGLE FLOOR LOADING
R = RIMBOARD TOP CORD BEARING H
LIVE LOAD 40
BK = LVL/JOIST BLOCKING DEAD LOAD 15
F = O.W. JOIST CALLOUT JOIST WITH RIBBON JOIST WITH RIM ROOF LOADING
B = BEAM CALLOUT "..,,�.....,— LIVE LOAD 25
BBO = BEAM BY OTHER DEAD LOAD 17
.si zoZ2--iZO
ALL TRUSS TO BUILDING CONNECTIONS CONFORMSTODESIGNCONCEPT al 1
�o o•o„
ARE THE RESPONSIBILTY OF THE BUILDING CONFORMS TO DESIGN CONCEPTWRH E" m
USE LUS24 (UNO) DESIGNER OR THE ENGINEER OF RECORD CO
❑REVISIONS NOTED
Wo
NON-CONFORMING-REVISE&RESUBMIT U
THIS SHOP DRAWING HAS BEEN RENEWED FOR GENERAL CONFORAWNCE ¢O
42-00-00 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ~.. N
FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORIAANCE WITH DESIGN 4°N V1 W W
DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE H N Z L
PRIORITYOVER THIS SHOP DRAWING. ■ �Q�
13-02-08 By Rhea Galvezo Date 12/15/21 rY o m e_
'y.Q PG/ G MILBRANDT ARCHITECTS 45
L
2 N f0 aD O r a0 O O 0 O) Lb ,CO LA M N a)
\ \ \ h -� -' �� •L- \ \ .0o Jzoyz� o E
I ti
..,w<z„,._.� =
spa 210-oi JTbI (DwtA �U WZ J
0 ooz.,.mmomwoCO
NCO ES zZ.-Wd)
0 7 6/12 Sb3 ,111 ,,
O
1.
' C p zO0 zzwc0izZ�
io a15 0 5zg�� Z�ww� CO
d
dw k-wwmma� A
%� . _+' , q Al ���R¢Na��w�
Q ¢��w'�Ocn�w
�czv.,LLo�r-o o
o , Ali
o � U
as
`""o
1 2-00-00 Al'
p A1g
o �,
M
THGQH2-SDS3 A26
�14 Al2 6/12 6/12
-
THIS CORNER DESIGNED o
SLIGHTLY DIFF THEN PLAN r All
gs
LAYOUT DUE TO TRUSS ENG A10 t _ o O _
REQ ...
G ` I oo U
III A09W. I r ;; c
o A08A � 'I o )VEE O as
co
�/� s Q rn In
D_ C
S02u ��, CV N U s�
1-11-'2 TALL g C.,-2 11€� I��T VAULT I v file < 3 ?ICZ" — a . . W -0
BOX BIRDER � �_Alr= uilh • —� J �/)r p
"R01' �,�� G ER s C Y Up I!GAhD Q w �
�, - I Ad-5 ! !I ., I)r
90 16-6�aHGrFo- �._ f"�IQN ¢ O Q Q
�p GIRDER BRG � I xw _., n
073
o
CO 'add ! 1 w .&3 I 3 E{
o - -i- ! L€I ar" � A83 O
TRUSSES SIT o0 6H2 -, -r r s d �, r I G co
ON TOP OF SLL-26 11111111
i Iis _ 5� 9
I
R01 / EiEE �.'
d .3 �V 1
; III li yam. [7 L
CORNER AT 165� _ o
FOR GIRDER BRG J�01 I!3 .
Y01., po i E,i ed N. co Ln v S82 =
till ■ U1 Al 1 — n 0 0 0 o w
wG, - r I I B02 II�� c �9y.Q Q
, ,
Z0 A, I ' B01 JO:FB-41.6:171.1/.2?6F;EORt
(5) S►1 3-0 -00 CC
1 I ' ' CD
:,..2.
® 2'4-7i16"OA HEELSliar
dd� is, 9 In O
"BP-1"HERE ICRir-� — ---: HEELSo W�� BP_1.. :11 tt7 Ce
® CONFORMS TO DESIGN CONCEPT \ \� �' • L ``� ' v " O Q
I� -tD .tn -BCD ,. . �,pp . !..
❑ C GARAGE RIGHT 2
CONFORMS TO DESIGN CONCEPT WITH 1 4-1/16"OA HEELS 3-11-os 4-00-08 SFU-221100E 1- D X Q-
REVISIONS AS SHOWN BP-z HERE oo Z O J O L
/d 8-00 00 20-00 00 12-00-00 O vn C L
❑ NON-CONFORMING-REVISE AND RESUBMIT 9 24-00 os 0 > 0
THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 36-00-08 ^, 0 0 U Cr)_
FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 42-00-00 /`�V' a D �/1 a)
DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY ` V
OVER THIS SHOP DRAWING. POLYGON-T.MORR `IIY0111 GIRDER HAS `r' ~ �_
gy; Y.E.Z. Date:12/15/2021 RIVER TERRACE AREA 4 A FLAT BOTTOM CHORD "' O Q
CT ENGINEERING, INC. MH ST DUPLEX (B) r I w
m a 0