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LEGEND: °.1.". �
/ f' a ail 1 I - SS SANITARY SEWER Pacific
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Community1 I 289.5 SD STORM DRAIN
/ � ` �, —W WATER LINE Design
294.1 l 'r _ a 0 12564 SW Main Street
/ li 1 MANHOLE Tigard,OR 97223
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ROSEBURG FRAMING SYSTEM-
.«---: = I PACIFIC LUMBER COPYRIGHT 21114 quality engineered wood products for today's builder-
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These plans and the designs are copyrighted under Federal Law by Pacific Lumber Gompany 2014.
: il The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber R I G I D LA M LVL R I GI D R I M
SOUP FROM ABS
I�� roars FROM ABOVE company.which retains copyrights[o,and ownershipof theplans.Use of theseplans byanyother
•""�'""" roeeiwaunSws0 P N.
""�'""`°"" , INSTALL AREANFBLOC product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or ROSEBURp FOREST PRODUCTS ROSEBURG FOREST PRODUCTS
ren PETAL ia.nrrc«
4410k1:47471.7 --------- ,II e£Awws.DASH BLOCKS
copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include
BELO,To rosy naovs penalties of up to$20,000 per work infringed,and$100,000 per work Infringed willfully.
► II!!i RFPI-JoIST
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CONTRACTOR NOTES: pE5/6N moms,
1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS
T
R �o..*. 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR
(UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD
3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA
RFP'BLOCKING PANELS WITH BEARING NALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450
Kr.s. NTs. 4)USE CAUTION WHEN GUTTING
FOR PLUMBING FLOOR LOAD/N6:
E 5)PROVIDE PROPER SUPPORT AT ALL psf LI
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2
SHEARWALLS 1 2psf DEAD LOAD
OD
1 I SLEEP/N6AREAS:
I THIS 15 A PLACEMENT PLAN ONLY 30psf LIVE LOAD
1 I This layout is to be used in conjunction with 1 2psf DEAD LOAD
1 I Architectural/Structural plans.Verify all
shear wall blocking placement and connectors ROOFLOAPIN6:
PATIO ---i 1----, PATIO -urchaser responsible for approving this 25psf LIVE LOAD
-_..... _ -. -. _ 1, 1 - -. - _ .—..... _ _ _. - I _ - — _Fayout prior to any construction 1-Ipsf DEAD LOAD
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JB1 BLKG RFPI-20 3/4 9 1/2 20 5 60
R1 1 J2 J®1 J";1 J2 J 1 R1 R1 OSB Rim 9 1/2 9 15 144
4Al I J1 RFP-20 3/4 9 1/2 12 14 165
J2 I J2 J2 RFPI-20 3/4 9 1/2 ib 34 544
J3 RFPI-20 3/4 9 1/2 5 6 50
J2 _ , J2 J4 RFPI-20 3/4 9 1/2 2 2 4
Js RFPI-20 3/4 9 1/2 1 32 32
J2 L J2 rl B1 RigidLam LVL 3/4 9 1/2 1.5E 3 14 42
• 112 BIG BEAM 3 1/2 9 1/2 2.1E 1 6 5
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J1 — T - -.1-1 THIS SHOP DRAWING HAS BEEN REVISED FOR GENERAL CONFORMANCE
J 1 o- o- J1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE
FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE
J1J1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY
OVER THIS SHOP DRAWING.
J1 - " -1 By: Arnold R.Salmon Date:Deceaber 3.2015
R J1 - -1 CT ENGINEERING INC
J1 "H El CONFORMS ro MGM cower
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REFERENCE INSTALLATION
\ START STARTj GUIDE FOR ALL FRAMING
1 FRAMING FRAMING 1 DETAILS AND I-JOIST INFORMATION
PORCH 1 HERE HERE 1 PORCH '
LEGEND:
Pacifi umber
< H}--HANGERGALLOUT -__
`® -SUPPORTING POST & TR U S S \ C O M P A N Y
el -POST LOAD ABOVE
R -RIMBOARD 105 15 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)555-9653
LB =LVL BLOCKING PLAN DESCRIPTION/NUMBER: 341 3 ABP(NEW)
JB -JOIST BLOCKING CUSTOMER: POLYGON
J -JOI5T GALLOUT PLAN DATED: 1 1/23/1 5
B =BEAM(FLUSH w/JOIST) DESIGNER: KAM/L.HENDERSON DATE: 1 1/21/1 5
NPR =HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT
550-BEAM BY OTHERS SCALE: 1/4"- 1'-O" PL 1
5-400 MAIN) SHEET: 1 of 2
POLYGON
3413 A(NEW)
14"OPEN WEB JOIST @ 19.2"O.C.
- -- PL15-398 UPPER
11/27/2015
MOVE JOISTS +1- 4" TO
AVOID PLUMBING
Products
NPIotID Length Product Plies Net Qty
T �� c nR nn_ 4 Q RM1 42-00-00 1"x 14"APA Rim Board 1 1
RM1 34-00-00 1"x 14"APA Rim Board 1 1
purl' RM1 22-00-00 1"x 14"APA Rim Board 1 1
® CONFORMS TO DESIGN CONCEPT
I ', RM1 8-00-00 1"x 14"APA Rim Board 1 1
❑ CONFORMS TO DESIGN CONCEPT WITH I I I IrilIHVAC RU RMI 7-00 00 1"x 14"APA Rim Board 1 1
REVISIONS AS SHOWN I I I I RM1 3-00-00 1"x14'RPA Rim Board 1 2❑ NON-CONFORMING-REVISE AND RESUBMIT 111 1 BK1 27-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ! III 1111 II BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3
WITH THE DESI A CONCEPT ONLY AND DOES NOT RELIEVE THE BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY
OVER THIS SHOP DRAWING. _ LL LL ,� _ BM16 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
By: Arnold A. Solomon Date: December 3,2015 BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3
CT ENGINEERING INC —, 'I`�� BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
I BM10 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
®CONFORMS TODESID"DDR°EP BK1 2-00-00 1.5 RigidLam ALL
1-3/4 x 14 111 1
❑T ::“TcO°Ev0"CD"aPTWR" BM2 21-00-00 711
X 18 BIG BEAM 1 1
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7-',=',."--`-----" 14�g��l BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1
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FLOOR LOADING
BKS-BLOCKING
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RM11 II 40 LL
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SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN
I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I
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any part of the open web joist.
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JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET
SHEET 2 OF 2
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^ 9 REVISIONS NOTED 0 -aREVISIONS AS SHOWN
NON-CONFORMING—REVISE&RESUBMIT E NON CONFORMING - REVISE AND RESUBMIT
'0Cril w THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
5 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
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WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE
FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN
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o DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE
PRIORITY OVER THIS SHOP DRAWING. DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY
By Alexia Fukui Date 8/12/15 OVFR THIS CHOP DRAWING
MILBRANDT ARCHITECTS By: Arnold R. Solomon Date: December 3. 2015
CT ENGINEERING INC