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Plans (29) X CONFORMS TO DESIGN CONCEPT # PERMIT ADDRESS ® CONFORMS TO DESIGN CONCEPT ❑ CLOSED ❑ CONFORMS TO DESIGN CONCEPT WITH ❑ CONFS TO DES s RMNor D IGN CONCEPT WITH 20 MST2016-00354 17007 SW JEAN LOUISE RD REVISIONS AS SHOWN 0 NON-CONFORMING-REVISE&RESUBMIT 21 MST2016-00355 17015 SW JEAN LOUISE RD ❑ NON-CONFORMING REVISE AND RESUBMir THIS SHOP SEETHING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE �p THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 22 MST2016-00356 17023 SW JEAN LOUISE RD N >- WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR.OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DESIINAORAMSNIS A OF RESPONSIBILITY FOR CONFORMANCE WIRH THE PRIORITY SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE113 23 MST2016-00357 17041 SW JEAN LOUISE RD DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PAIDAITY PRIORITY OVER THIS SHOP DRAWING. OVER THIS SHOP DRAWING. C �r By: Arnold A.Solomon Date:April 19.2016 By David R Burnett Date 4/19/16 ' Z CT ENGINEERING INC MI 1 B R A N D T ARCHITECTS ALL HANGERS LUS24 U.N.O. joi G. . E 0 68-10• E o 3'7 8-3 2-0 1/2' 15'-51/2' 2-0' 8'4' 55'-1' 5-1' ' ' ' 15-01/2' 9'-7 U2" 9'-8' .T 2'�1 " „'-2,/2' '{ I 1 11'-21/2' 1'4 iq. c°°i © ui ri, ..... „ 6. r �I � I ; ISI _Ial 1 I I 'I I U —— —– —� – – —' 11 , ,. ]h!II!IiJIuiI! ®� �®��I ® ®■IHP:4h1! . {'-7 U2" �' Ami i1i��:��_�zlil_� 'I r li Nii .��y111 1.6 ai iLA iii ca Ii CIS 5 sa CIO—Id 3 Ii �, c>' , Clii �, – JC; 9,92 w .11`� `�,,�� – ��' r'� �a. 1 - ter;- . \I.� ��r_� .Jr.->_��.'—_ I� • __,..zr ' '' iv e!k14 ,_ — - I o ' °A��ZZLL�z V __ ,, I I 2 Iv i •,-Ito Ing r� rm >z�uFj�Zw�Owap ��.. IN IlWiliYi� N a0 JL92,0,12zzQ� a I Z¢WwCWJ6ZZO O ZLLU C �` �` - , •—� F.- gwwZZoww,,,, I dU�c��izz�ww� 9 i N , >��wgaz�a��» 8 � _ it , 1maww ��w > hi as INIPI!- I -I I'IiiiIi:: \. ami A N r \MEW _ 1 LIQF1‘7111 Of L. co t 04-Aiii,IMPi . -—Ar.L-017—*1 -40- 1&mill. 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VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS ® CONFORMS TO DESIGN CONCEPT START FRAMING HERE > ; START FRAMING HERE <START FRAMING HERE . <START FRAMING HERE ❑ CONFORMS TO DESIGN CONCEPT WITH U U p REVISIONS AS SHOWN IBMao IBMs - BM6 BMao ❑ NON CONFORMING REVISE AND RESUBNIT \ RM1JI - - ley_ IIRM1 �Ilr F w iAiH 1Ii w !'I RM1 II -s K _ '� ��RM1 RMI II ' v- -ter � -S- RMI THIS SHOP DRAWING HAS BEEN REVIEWED IFOR GENERAL CONFORrANCE _ _�°-I - \ l-- ^-11._,..9„' } �- �H-rr--cr--llL-a _ f .o_.__ \ J ▪>._ _ _a 0. II \ WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 11-7,, II ilk _ �{ o - L m m m rn °'o III II 'ill h o I o 0 0 0 0 o II II 04 o o gg o o 0 oIl v vt - III 1 oFABAICATOAIVEfVDOR DF RESPONSIBILITY f0A CONFOAhi4NCE WIiX THE d LL � LL LL IIS ? ill YC� Do m 0� a1 u. tL u_ II ! I,- �I 'i. - i d DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY O 1. 1 I % �I r I 4 A 12-10-15 H m I �I I OVER THIS SHOP DRAWING. v I IO C 3 r -D III ew�MIWI ^�.SII �I• r' 9 % a m o r 6 a it I 13-01-00 •,. IP_ .1 1. a ( Ino d a �. 6 0 01� . By: Arnold R.Solomon Date:April 14,2016 F05 I F14 I F14 q �' F11 F1i w CT ENGINEERING INC B I 9 I F11 A'I y F11 h o ( 9 I CONFORMS TO DESIGN CONCEPT b q CONFORMS TO DESIGN CONCEPT WITH I 'I F11 F11 I 4 ! Ice 1=1 CONFORMS NOTED P I F11 I F11 !' 0 NON-CONFORMING-REVISE&RESUBMIT I ts I_01 1 1 �II F13 I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE c A A \ _,, WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE F12 °I� 116 F12 \ I _ - e� FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN II r ' DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE .i I�_o X11 IP � ® ,� PRIORITY OVER THIS SHOP DRAWING. RM1 N I" O MMM F12 C�) II RM11 By David R Burnett Date 4/19/16 Ip j F12 O m m� ZN- ( �� I u I MILBRANDT ARCHITECTS RM1 I g � --,I lir° - 2 I I RM11 c-_,:i'.. cC �.r' F12 I — mil w F12 . II � , -1 —I- E12 Ow m O F12 (— I — �JII P Ir I _1 c IFi F12 �.: 13 F12 yl s U r----I { V I- K III III ",I. I E I I— p \ Y !'ll A A IIP F12 In GD I A Illi ill (Al I. V IIP \ \ I� I ,,I ' F12 ill IBM2[ I IBM2I III F12 d l 1 P i II, F11 ® I 1 u F11 I o I co I • yr_ RM1 I F11 I F11 q RM1 N A sq mil _o I F11 d A P F11 1] I i 01 FSI ° F11 f * I I ° I. I II — z cc i Eli I F F11 ( a� - ° rc - I I— z h Eli I Eli I I , y 1RM1I1 RM1 � w [��j aE]pm241 1 13-00 1-03-00 0M24 511. F15 IM1 RM1 b dJRM1�I - F 0 CC JRM11 CC ce - IRM1I [CI 0 E- I- F- w 3 w K x a ° a a 0 PO- o a o r e- . a a • 0 1- 0 1- o = x x w LO CO Eo io ES _\: _ + Products PIotID Length Product Plies Net Qty JOIST WITH RIM BK1 37-00-00 1-314 X 20 LVL 1 4 - RM1 37-00-00 1-3/4 X 20 LVL 1 6 POLYGON RM1 15-00-00 1-3/4 X 20 LVL 1 2 • RM1 14-00-00 1-3/4X20 LVL 1 2 ENGLISH REVIVAL 4-PLEX E-5(A)&K-5(A) RIVER TERRACE LOTS 2C-23 ALL BEAMS AND CONNECTORS PER ENGINEER BM23 14-00-00 1-3/4 X 20 LVL 2 4 V BK1 12-00-00 1-3/4 X 20 LVL 1 2 FLOOR LOADING Pa� umber BK1 11-00-00 1-3/4 X 20 LVL 1 4 PL16-149 UPPER BK1=BLOCKING 40 LL BM40 11-00-00 1-3/4 X 20 LVL 2 4 RM1=RIM BOARD BK1 10-00-00 1-3/4 X 20 LVL 1 2 NFO & TRUSS COMPANY RM1 10-00-00 1-3/4 X 20 LVL 1 6 4/13/2016 REFER TO STRUCTURAL PLAN FOR BM6 10-00-00 1-3/4 X 20 LVL 2 4 ADDITIONAL POST TRANSFER BLOCKING REQUIREMENTS. RM1 7-00-00 1-3/4 X 20 LVL 1 2 BM21 5-00-00 1-3/4 X20 LVL 1 2 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I _ BM4 5-00-00 1-3/4 X 20 LVL 2 16 SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. BM2 a-oo-o0 1-3/4 X 20 LVL 1 4 ACCESSORIES QTY fel\.I—`I III khs RM1 4-00-00 1-3/4 X 20 LVL 1 2 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I BM24 4-00-00 1-3/4 X 20 LVL 2 4 HIT420 68 MI, 3-00-00 1-3/4 X 20 LVL 1 3 OA RM1 2-00-00 1-3/4 X 20 LVL 1 19 SHEET 2 OF 2 RM1 1-00-00 1-3/4X20LVL 1 4 1-3/4 x 20 LVL BLOCKING 69' DO NOT: © HUC416 8 Loosen, remove,cut or notch SCALE: 1/4"=1'-0" on 24"x36" SHEET any part of the open web joist. PACIFIC LUMBER COPYRIGHT 2016 ROSEBURG FRAMING SYSTEM' "�" i quality engineered wood products for today's builder-- """" "`"'0'bR xuatx�=a AlI These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2016. tt„� souPSI0CK.,.,. The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RI GI DLAM LV L RI GI DRI M� ../re,„ POSTEGAREA OF Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other \� ' =47,,,,77. ` ruse ,souse e,.zuksproduct supplier other than Pacific LumbergCom an is strict) , IG vee OerA,�,e.,,Arca PPCompany strictlyprohibited.Unauthorized use or R03FBVRB FOREST FFOD4CI3 FobFe111N3 FOF6TPPAIXICIS _ eene,xe.AREA ov e�ocKs copying of these plans.Infringes rights under the Copyright Act.Infringes face liabilities that include \�-- BELOri TO POST ABOVE. / penalties of up to$20,000 per work infringed,and 0100,000 per work infringed willfully. �IIl �-RFPI JOIST kiHo CONTRACTOR NOTES: Des/GN NOTES: —,..." 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ""w",p, bm�.:,r=u.+:,>".,„a,,,,, 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 REM.BLOCRNG PANELS LITH BEARING NALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/480 N.T.S. N.TO. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/NG. 5)PROVIDE PROPER SUPPORT AT ALL 4Opsf LIVE LOAD SHEARWALLS 12 psf DEAD LOAD SLEEPING AREAS: TH/5/5 A PLACEMENT PLANONLY. 3Opsf LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all .1-1/2 RFPI-20 5 1 5"O.G. 9-1/2 RFPI-20 5 15"0.C. 9-1/2 RFPI-20 5 16"0.C. . 9-1/2 RFPI-20 5 116"O.G. - shear wall blocking placement and connectors ROOF LOADING: Purchaser responsible for approving this 25psf LIVE LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE ayout prior to any construction. 1 1psf DEAD LOAD R1 R1 R1 T " HD'13 I ' —.. II DR' I—1 —' h It.,,,,,---- - —.—.— _ HD1,3I1-II 1 i 11 11 11 H21. : I; I I 1' 1_-I1I1 it II _ 11I' ;I •I1 • {�I CONFORMS TO DESIGN CONCEPT R1 Jitg J;:11 R1 N 11 iI • r+I CONFORMS TO DESIGN CONCEPT WITH -- REVISIONS AS SHOWN �3 J .l3 Ii 2B '1 I 11 !i 'IL I NON-CONFORMING-REVISE AND RESUBMIT J,2 2 J J2 J2 J _ Hr 2 I I ._�._ 111E1E.-..-1.,11.5:--1=_JII, u. J2•1 J2-I v2 J{t J2 ! 1 �:... -.....1 -- III J4 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE !I J1 J4 JI4 J4_�y J4 J4 1 - , I_ . I. I YiITHTHE DESIGN CONCEPT ONLY AND DDES NOT RELIEVE THE t'--aIIe1 --11 I f -- - {1 II 11 jr,-,- --- FFx9R- --I-- 1- C -; FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE •1 I I DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY ® j� ! - (I ® OVER THIS SHOP DRAWING. ®LANDING B4 + c�LANDING By: Arnold A. Solomon Date: April 19, 2016 LEVEL �/ •' I RI R1 I � R, _ R1 Ii �� LEVEL CT ENGINEERING INC �I Ni Si II Ni - '1 1I $$ ll II �.qt 9 - BBI X❑ CONFORMS TO DESIGN CONCEPT 5 1 HDR2 R2 ;� - 1 1 CONFORMS TO DESIGN CONCEPT WITH JB1 1 Y .1 . .,_ _®1�ttifi -- — 1 }j t ❑ REVISIONS NOTED 'RNA 1 .3.!....-,z,-,. �) H2 2 0 NON-CONFORMING-REVISE&RESUBMIT - l !� �1. ..1r, THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE KF 1 r - �- - �' - 1 ( 1 I -,(-- WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE it .. I f FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN B 1'L III 'I it I II I; II II I� DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE I I 2 I I ,,8 1 PRIORITY OVER THIS SHOP DRAWING. AP Si 1 $5 2 $5 1 $ 1 J3 By David R Burnett Date 4/19/16 $ J2.� J�J2.1 J2 Jii 51 51A __�B1I$. J2 J2 J J2.,12 J� 9 1 I 1 - �3 , ® MILBRANDT ARCHITECTS Je4 ..6 �JJ3J3J3J J5 ! ;I II 51 52 J11 J1 _ II II 1 I �� -1. J�.R2 +r_-I' 2' � T� " -;;I ._j. ILII_-.-;:.. It'. :�:- �:�I I== R� - 4R -�iIF- R2 R 1 1, IST ®1U1.1U1i1®I R 1 " 14-1 .I R1 A!� R1 � 1. _ _ I .-J R1 "VVV VG7 R1 PL 1 6—1 49(MAIN) POLYGON E R 4-PLEX E-5(A),K-5(A) RIVER TERRACE LOTS 20-23 Mrk s I Material I Width I Depth I Grade IG1ty I Cut Lth I Tot Lth B1 BIG BEAM 3 1/2 9 1/2 2.1E 10 18 180 132 BIG BEAM 3 1/2 9 1/2 2.1E 10 4 40 IMPORTANT! 53 BIG BEAM 3 1/2 9 1/2 2.1E 4 14 56 REFERENCE INSTALLATION B4 BIG BEAM 3 1/2 9 1/2 2.1E 2 6 12 55 RigidLam LVL 1 3/4 9 1/2 1.5E 2 12 24 GUIDE FOR ALL FRAMING 136 RlgidLam LVL 1 3/4 9 1/2 1.5E 2 4 e DETAILS AND I-JOIST INFORMATION B7 RigiQLam LVL 1 3/4 9 1/2 1.5E 2 8 16 MAIN FLOOR JOIST LAYOUT 58 RIg1ALam LVL 1 3/4 9 1/2 1.5E 4 2 8 134 BIG BEAM 3 1/2 9 1/2 2.1E 2 10 20 SCALE: 1/4"- 1.-0" LEGEND: R, 15 LVL Rim 1 3/4 9 1/2 1.5E 30 20 600 R2 OSB Rim 1 9 1/2 4 16 44 _ pain," F umber H -HANGER GALLOUT HDR 1 BIG BEAM 5 1/2 11 1/5 2.1E 2 20 40 HDR2 Cascade S.L.24F-V4 3 1/2 10 1/2 Fb-2400 4 12 48 ® -SUPPORTING POST HDR3 Cascade S.L.24F-V4 3 1/2 10 1/2 Fb-2400 4 16 64 & TRUSS ; COMPANY JB1 BLKG 1.15 LVL 3/4 9 1/2 1.5E 80 3 240 . e -POST LOAD ABOVE J1 RFPI-20 3/4 9 1/2 14 4 56 J2 RFPI-20 3/4 9 1/2 26 20 520 R -RIM$OARD J3 RFPI-20 3/4 9 1/2 24 13 432 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 LB -LVL BLOCKING J4 RFPI-20 3/4 9 1/2 20 22 440 - PLAN: E R 4-PLEX RIVER TERRACE E-5(A),K-5(A) LOTS 20-23 JB -JOIST BLOCKING J5 RFPI-20 3/4 9 1/2 10 8 80 J6 RFPI-20 3/4 9 1/2 6 12 12 CUSTOMER: POLYGON J =JOIST CALLOUT J1 RFPI-20 3/4 9 1/2 2 16 32 PLAN DATED: 4/1 1/16 B -BEAM(FLUSH w/JOIST) HDR -HEADER(BEAM BELOW JOIST) Accessories DESIGNER: KAM/L HENDERSON DATE: 4/1 3/16 H1 THO 1 1950-or-ITT9.5 44 1 BBO=SEAM BY OTHERS H2 HD41 O-or-HU4 1 O 16I — (MAIN) SHEET: 1 of 2