Plans (40) ,AST)-Uf C,—COO—II
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Jl ---, —ss SANITARY SEWER Pacific
1 1 I i — — — I e
j , I I Co1nmIln1t
I SD STORM DRAIN Design
/ 1 I I
iI L -- I W WATER LINE
— --
467.6 458.0- — 12564 SW Main Street
Q MANHOLE Tigard,OR 97223
[T]503-941-9484
_ _ _ _ X9.0' 4� o CATCH BASIN
®®®.® ral: !ll �.�vvt�� ll!!. �t`� ll'drlr' w •R1 __ '.'wl! !-".lidll !!' ! ! !!! !! r DATE: 12/11/2015
------A
,i �I I STREET LIGHT
REVISIONS
12/11/2015 o 115.08' 16.08' 11 STRAW WATTLE PERIMETER NO. DATE DESCRIPTION
/ C EROSION CONTROL
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�i L 6,120 SF 1� 1 FRONT SETBACK: 20' OF 1 i SIDE SETBACK: 5' CI- k6+. i
BUILDING: 5019B ! I 5 �< r' I
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II 1 STREET SIDE SETBACK: 15'
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, I, {I 1 REAR SETBACK: 15'
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SYSTEM-
PACIFIC LUMBER COPYRIGHT 20I4 ROSEBURG FRAMING SYSTEM"
.'.i a,.�w.:m r�s.:x a.,un These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. I
quality engineered wood products/Of t bold'
.CONFORMS TO DESIGN CONCEPT „w,�„�R„ The plans may not be re-used or copied,-In whole or part,without written permission from Pacific Lumber �- RIG Q L,+ LVL. REGI DRt�i:.
0 nma.on aa,u •
Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other W
❑ C 0 non OO product supplier other than Pacific Lumber Company is 5trictl prohibited.Unauthorized usCo `, H ,r. a
CONFORMS TO DESIGN CONCEPT 4:'IT# "� Pr PP P p y Pri,ari v
ik”iik aka., Wr copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include ^R k?._ = " - r
ROateUAP fBXE➢r flPGlattCTs
REb IS:CNS AS SHOWN penalties of up to 520,000 per work infringed,and$100,000 per work infringed willfully.
❑ NON-CONFORMING-REVISE AND RESUBMIT a / RFPI�JOIST
MIIBRANU ARCHI E S `t3 f}
IS e >DRAWING HAS BEEN REVIEWED FOR GENERA_GONTORMFNOE F J '� ..V a casEtazef FokFssiP>w rs
WITH :E DESIGN CONCEPT ONLY HOW DOES NOT RELIEVE THE U.-
Ff R ATOR ENSOR OF RESPONSIBILITY FOR DOWNRANGE WITH.THE E "1 rY,
DESIGN DRAWINGS AND U.FICA':IONS ALL OF WHP.H HAVE PRIORITY . . •. r ' CONTRACTOR NOTES: DES/6N NOTES:
OVER :.IS-.-10P 5At,NY;, 0R_,.0! , '. ,a 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAD
< • .- y : - 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR
Ey: Arnold R.Solomon Dat:February 25,2015 -,. - `: - (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD
CT ENGINEERING INC PATIO PATIO 3)ALL BEAMS PER DESIGNER'S PLAN DF LECTION CRITERIA
(UNLESS NOTED OTHERWISE)
4)USE CAUTION WHEN GUTTING
START START FOR PLuMBING FLOOR LOAD/N6:
FRAMING FRAMING 5 PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD
HERE HERE SHEARWALLS 12psf DEAD LOAD
A - Rh-
•
SLEEP/NA5:
J8 .... _ J9""" ..... .... J9• " ..... ..... ,lg TH/5/5 A PLACEMENT PLAN ONLY. 30psf LIVEVE LOAD
This layout is to be used in conjunction with 1 2psf DEAD LOAD
•
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Architectural/Structural plans.Verify all l
Ishear wall blocking placement and connectors.
ROOF LOADING:
Purchaser
for
approving this LOAD
JS JyJ8 ayotpriorto any construction. l''Tpsf DEAD LOAD D
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DETAILN.T.SN.T.S.DRI . T
JB 1 R1 II
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PORCH PORCH
UPDATED 2/24/15 PQM
FL 1 4-4 1 2 (MAIN) 1MPORTA.N_TC
POLYGON 50198 REFERENCEINSTALLATION
Mrk a Material I Width Depth Grade Qty (Cut Lth I Tot Lth GUIDE FOR ALL FRAMING
B1 RigidLam LVL 1 3/4 9 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
54 RigidLam LVL 1 3/4 9 1/2 1.5E 1 10 10
LEGEND: 55 R513RimLVL 1 3/4 9 1/2 1.5E 1 e 2 p M
< H S' -HANGER GALLOUT
R1 OSB Rim 1 9 1/2 8 1 4 125
�/ -11 RFPI-20 1 5/4 9 1/2 1 24 24
® J2 RFPI-20 _ 1 3/4 9 1/2 9 36 324
-SUPPORTING POST J3 RFPI-20 1 3/4 9 1/2 1 20 20 & TRUSS C O M P A N Y
e -POST LOAD ABOVE J4 RFPI-20 1 3/4 9 1/2 1 15 18 -
J5 RFPI-20 1 3/4 9 1/2 1 6 6
R -RIMBOARD - 105 15 5W ALLEN BLVD BEAVERTON,OREGON 91005 (503)353-9663
LB -LVL BLOCKING Jb RFPI-20 1 3/4 9 1/2 8 30 240 MAIN FLOOR JOIST LAYOUT
J1 RFPI-20 1 3/4 9 1/2 4 32 1 28PLAN DESCRIPTION/NUMBER: 5014 B
JB -JOIST BLOCKING J8 RFPI-20 1 3/4 9 1/2 1 1 1 4 154 SCALE: 1/4'-1'-0' CUSTOMER: POLYGON
J -JOIST GALLOUT ' J9- RFPI-20 1 3/4 9 1/2 1 1 26 286 PLAN DATED: 12/1/14
B -BEAM(FLUSH w/JOIST) J5 1 BLKG RFPI-20 1 3/4 9 1/2 38 3 1 1 4
HDR -HEADER(BEAM BELOW JOIST) DESIGNER: KAMI L HENDERSON DATE: 12/5/14
Accessories
BBO-BEAM BY OTHERS H1 I THO1 1950-or-ITT9.5 5
PL. 1 4-4 1 2 (MAIN) SHEET: 1 of 2
CONFORMS TO DESIGN CONCEPT
0 CONFORMS TO DESIGN CONCEPT WITH
REVISIONS AS SHOWN
0 NON-CONFORMING-REVISE AND RESUBMIT
THIS S.40?DRAWING HAS BEER REVIEWED FOR GENERA.CONFORPACE
TOR TRE DESIGN CONCEPT TRIO AND DOES HOT RELIEVE SHE
FMRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE
DESIGR DRAWINGS AND SPECIFICATIONS ALL OF'491IOR RAVE PRIORITY
START FRAMING HERE OVER TRIO SHOP DRAWING.
By: Arnold R.Selman Sato:Decoder 9,2014
a
9-00-00
CT ENGINEERING INC
8-00-00 t I BM1I 11380N1
4 11 I
24" OPEN WEB JOIST @ 19.2" O.C.
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12IBBON I
EWE,RENEWALENA CUE raw'ow
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PL14-412
UPPER
I ' 12/4/2014
Products
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BM4 21-00-00 6 3/4"x 24" Glulam (1.8E 24F-V4 DF/DF) 1 1
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'J " BM1 9-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1
.1 __f-281-, 28r
BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1
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BM3 15-00-00 5-1/2 X 16 BIG BEAM 1 1
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1 ACCESSORIES QTY
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ii,mamatzlzi;L., , 28'.28.', 2819836.' 38;11'; 11711.1.0:1F.9:1.1-0-,,
PIBBON1 0 HIT424 37
2X4 DF#2&BTR FOR RIBBON 230'
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SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN
FLOOHRVDAECSDIGIANGERAD GENERALTMOOMNEETLAYOORUTEXICSEAEDL/480 DGEFULIEDCTIE OONNLY.
CRITERIA
• ' 1 k i
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15 DL
I- i i. RIBBON I . .. 1 • , t e z ,
I S L..%MO.% WA.4'OR 85£,EM 1 c 0 '•. f , f ' ' ,
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Pacifi4umber
„4. . 9 & TRUSS COMPANY
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0 CONFORMS TO DESIGN CONCEPT
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9 ri CONFORMS TO DESIGN CONCEPT WITH
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REVISIONS NOTED
0 NON—CONFORMING—REVISE&RESUBMIT
THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE
FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN
DRAWINGS. SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE
PRIORITY OVER THIS SHOP DRAWING,
By Alexia Fukui Date 12/22/14
MILBRANDT ARCHITECTS