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12564 SW Main Street
—1 —472 ® • MANHOLE Tigard,OR 97223
■ [9 503-941-9484
CATCH BASIN
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DATE: 12/11/2015
_I' II 64.59' 64.09' I ' STREET LIGHT REVISIONS
I' Iri, � STRAW WATTLE PERIMETER "`' NO. DATE DESCRIPTION
I II IL
EROSION CONTROL
i 72.59'
RECEIVED
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MAR 8 2016
78 o ti SETBACK SUMMARY CITY OF TIGARD
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FRONT SETBACK: 20' BUILDING! DIVISION
- I SIDE SETBACK: 5'
r, 1 ; STREET SIDE SETBACK: 15'
11 L
REAR SETBACK: 15'
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' 75
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— I 1 BUILDING: 5019BR I la i
y FF=466.4 8 I r
—
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76
L 5•00 ' 9,675 SF 5.00' /
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LOT COVERAGE:
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, 468 /
o LOT AREA: 9,675 SF
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— -'� POLYGON AT
BUILDING FOOTPRINT: 2,364 SF
A I / BULL
W 6.00' ',� COVERED PORCH: 232 SF MOUNTAIN
H Lam.— J�1—_—__— PUE i �,
I' PORCH -a�� '� ,� CANTILEVER LIVING SPACE: 41 SF
3 ' 0 0 0 466 ...4 '
• \ N! �'I b. L___ •'i /, 7. NI / COVERED PATIO: 197 SF
J
O � I 420.11'
,/�`&4 ,4, 'r . DECK AREA: 0 SF
23.31' G�� SIDEWALK LOT 76
i I ✓ '.,.. ; , TOTAL COVERAGE: 2,834 SF PLOT PLAN
o / ,�,� 464.7 \.
/ / I 464 �.��, / J OS 24.3 %
/ Y \ ..S'� -it Qct\
—1 / ���� S���� IMPERVIOUS AREA: 3,561 SF
1 STORM LATERAL i 411/71'
409- 1 ,,FI I� 05 . ; s
o J .j;, , WATER METER j s
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POLYGON NORTHWEST (503) 221 -1920, 1'- i GOLDENRAIN TREE / 1
Pp ` `°� Planning
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_ 2 S 1 W8 KOELREUTERIA PROJECT NO.: CONSTRUCTION395-031
o %SANITARY LATERAL 05 �' Date: 3l /
ANICULATA TYPE
� SCALE REVIEWED BY: PRE
LOT 76 (R-4.5, LARGE) �� y`'`' iZ>// '( Vc� ), ' ,o -o
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POLYGON AT BULL MOUNTAIN Initials: t%►'t� _
� 15261 SW SEINE DR ,INCH=20 FEET
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ROSEBURG FRAMING SYSTEM"'
PACIFIC LUMBER COPYRIGHT 2014 quality engineered wood products for todovt.builder-
El COW 66PAS TO DESAN CONLEI, These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 4.
..
Z CONFORMS TO DESIGN CONCEPT .....T.TZrt1 CONCEPT WITH .
••
. The plans may not be re-used or copied.In whole or part.without written permission from Pacific Lumber .
. Company.which retains copyrights to.and ownership of the plans.Use of these plans by any other - RIGIDLikm-LVL RiGIDRim-
0 CONFORMS TO DESIGN CONCEPT WITH 0 140.CONFOPPAING-KENS/4 Resubmit' ! product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or
RECEIVED
Refieftlate!Otero PRODUCTS 005E0UPG FOROZTPOODUCVS
copying of these plans.infringes rights under the Copyright Act,Infringes face liabilities that include
REVISIONS AS SHOWN —W76 MN.%D'U Aw ma w•..*1.'
iiiint==I penalties of up to$20,000 per work infringed,and$100000 per work infringed willfully.
El NON-CONFORMING-REVISE AND RESUBMIT . Alex.rukul ...,e.202ZIS i MAR 8 2O16 RFPFJOIST
LBOF CHI
THIS Srg.IP PAWING FAS BEEN REVIENED FOE GENERAL CDNFORMANCE Mb RANARITECTS 120$004.0 FOffirfltetkicis
• WITH THE DESIGN CONCEPT ONLY AS NES NOT RELIEVE THE
FABRICATORIVENVOR OE RESMGZIEILITY FOR CONFORRAKE WITH THE r
I crry OF TIGARD„Ki CONTRACTOR NOTES: DESIGN NOTES:
DESIGN DRAWINGS ANS SFEC.IFICATIONS ALL OF WHICH HAVE PRIORITY
OVER THIS SHOP DRAWING. lU 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS
2)ALL FOOTINGS PER DESIGNER'S PLAN
DESIGNED TO MEET OR
By: Arnold S.Solomon Date: February 25,2015 (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD
CT ENGINEERING INC PATIO PATIO 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA
OF
(UNLESS NOTED OTHERWISE) L/450
4)USE CAUTION WHEN CUTTING
START START FOR PLUMBING FLOOR WADING:
FRAMING / FRAMING 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD
HERE N
HERE SHEARALLS 12psf DEAD LOAD
111 1
f . 5LEEPIN6 AREAS:
TH1515 A PLACEMENT PLAN ONLY 30psf LIVE LOAD
This layout is to be used in con junction with 12psf DEAD LOAD
Architectural/Structural plans.Verify all
I
Ishear wall blocking placement and connectors. ROOF LOAPIN(5:
J6- 1 11 ...t9 I --11 1 I
J5 . Payouturchaser responsible for approving this
prior to any construction. 25psf LivE LOAD
1-1psf DEAD LOAD
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PL 1 4-4 1 2 (MAIN) .1.4!Q
REFER
POLYGON 5019 B /. 1f rA i'l 77.1
ENCE INSTALLATION
Mrk a Material 1 Width I Depth I Graderty I Cut Lth Tot Lth GUIDE FOR ALL FRAMING
51 RigidLam LVL 1 5/4 1 1/2 1.5E 2 14 28 DETAILS AND I-JOIST INFORMATION
B2 RigidLam LVL 1 3/4 9 1/2 1.5E 2 16 32
53 RigidLam LVL 1 3/4 9 1/2 1.5E 2 2 4
B4 -RigidLam LVL 1 3/4 9 1/2 1.5E 1 10 10 .......
LEGEND: B5 RigidLam LVL 1 3/4 9 1/2 1.5E 1 8 a Paeln u ber
m
R1 OSB Rim 1 1 1/2 a 16 125
0-- G
-HANER CALLOUT -11 RFPI-20 1 3/4 4 1/2 1 24 24
-12 RFPI-20 1 3/4 9 1/2 9 56 324
[s] -SUPPORTING POST 9 1/2 20
& TRUSS4
COMPANY
_13 RFPI-20 1 3/4 1 20
e _POST LOAD ABOVE .14 RFF'I-20 1 3/4 .1 1/2 1 15 15
J5 RFPI-20 1 3/4 5 1/2 1 6 b
R -RIMBOARD 105 15 Sei ALLEN BLVD BEAVERTON,OREGON.11005 (503)358-1663
Jb RFPI-20 1 3/4 9 1/2 a 30 240 MAIN FLOOR JOIST LAYOUT
LB -LVL BLOCKING
4-57 RFPI-20 1 3/4 4 1/2 4 32 125PLAN DESCR1PTION/NUMBER: 501913
JO -JOIST BLOCKING J6 RFPI-20 1 3/4 9 1/2 11 14 154 SCALE: 1/4'-1,-0"
CUSTOMER: POLYGON
J -JOIST CALLOUT J9 RFPI-20 1 3/4 9 1/2 11 26 256 PLAN DATED: 12/1/14
JB1 BLKG RFPI-20 1 3/4 4 1/2 38 3 114
B -BEAM(FLUSH w/JOIST)
DESIGNER: KAKI 1-•HENDERSON DATE: 12/5/14
HDR -HEADER(BEAM BELOW JOIST) Accessories
550-BEAM BY OTHERS H1 I TH011.150-or-ITT.1.5 5 PL 1 4-4 1 2 (MAIN) SHEET: 1 of 2
E CONFORMS TO DESIGN CONCEPT
❑ CONFORMS TO DESIGN CONCEPT WITH
REVISIONS AS SHOWN
❑ NON-CONFORMING-REVISE AND RESUBMIT
THIS&ROP DRAWING RAS BEN NEVEM:moi GENEK C NF.:RIt E
_..
WITH i.[OES:uH CONCEPT ONLY AND ODES NOT RELIEVE TIE
START FRAMING HERE FABRICATOR fVENDDR OF BES?ONSIBILTTY P00 GENFCNAM E WITH THE
DESIGN DRAWINGS ANO SPEDIFMAT 1OE ALL OF ONION NAVE?DIMITY
0
9-00-00
OVER Das SEW DRAWING.
(Cg
By: Arnold R.Salomon
Sete:December 9.2011
L 8-00-00 CT ENGINEERING INC
IAIBBONI BM1 1
74= M.e°761c:- s ,, v
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0 24" OPEN WEB JOIST @ 19.2" O.C.
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® 5019 B
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N s PL14 412 UPPER
12/4/2014
N. r- V n r N =r N. r ti r r v v. v ,. v. vrko co Productsco 4 LLLL LL '� '� ELL L LL LL PIotID Length PProduct Plies Net Qty
BM4 21-00-00 6 3/4"x 24" Glulam (1.8E 24F-V4 DF/DF) 1 1
I ' ��, 28 BM1 9-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1
BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1
LL LL LL LL LL LL LL LL BM3 15-00-00 5-1/2 X 16 BIG BEAM 1 1
O
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rNIER[,ER( N N ' E: BK1=BLOCKING
#s. 0 � � 11. LL LL , RM1=RIM BOARD
1' 1�p-49 . . 1 ACCESSORIES QTY
— — --_ _a__ A s F38 F36 F2: �:
— -- 1$M� --- A. V'
r HIT424 37
A
17‘341-di ® LLI 's 2X4 DF#2&BTR FOR RIBBON 230'
p 0 •
,3;'F3:4 F38 F 8'•, 28 F28:F2: 281 F28Hi F7. r 3
' Bim SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN
i Mill !p
I F ti>F r e HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.
Al FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA
A ` N r' FLOOR LOADING
O r I 40 LL
a 3 _ ® i
et
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i
11 sLL LL 'li IL i1 4. LL LL I iiiiilat*
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x- - .i�int���I '- JOIST WITH DBL RIBBON
E@.
PacMiumber
33F28F2 lF2F28 F28 F2 F28 =-1. F36 F2: F28F26F228F28 F28 F_35 _ & TR SSCOMPANY
7, .T-sem _ -777,0. _>*",511"0_ f: 'x . - --- _.ar,. 5, F.#
1tIBBONI I2IBBONI BM,S QX CONFORMS TO DESIGN CONCEPT
® IMW
ri CONFORMS TO DESIGN CONCEPT WITH
o REVISIONS NOTED
NON-CONFORMING—REVISE&RESUBMIT
THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
VV1T.H DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE
FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN
DRAWINGS, SPECIFICATIONS,AND APPUCABL E CODES,ALL OF WHICH HAVE
PRIORITY OVER THIS SHOP DRAWING.
By Alexia Fukui Date 12/22/14
MILBRANDT ARCHITECTS