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Plans (3) LEGEND: '"' �/ ss SANITARY SEWER IPacif.ic Community s0STORM DRAIN Design —w WATER LINE 12564 SW Main Street v MANHOLE Tigard,OR 97223 [Ii 503-941-9484 CATCH BASIN DATE. 10/25/2018 STREET LIGHT REVISIONS STRAW WATTLE PERIMETER NO. DATE DESCRIPTION - '`- '"`'~ .L ,,„„-::/:\ EROSION CONTROL /4 281.IO 006 TRACT M ' DETACHED MIN. SETBACK SUMMARY ] '~----._'�--- 279.6 - - �o � ,gym ` -•.9 PORCH SETBACK: 8' '_� - 41.0' = .: ,, BUILDING SETBACK: 12' �� `- SIDE SETBACK: 3' Ali I I' 16.0' — ~r a w SIDE FACING STREET: ,l 3.0' III'I f '¢ . F�� a PUBLIC STREETS: 8' P.U.E. Y GARAGE 1/ 111011i`T i `^ ALLEY/PRIVATE STREETS: 3' III I FFE: 282.6 1 - I REAR SETBACK: 15' ii GFF:281.3 1 %O _ I I 6.0' REAR SETBACK AT ALLEY/PRIVATE: 0' ^� �I "P u E 3 ' REAR COVERED PATIO: 10' " 5 t E I ' I ; in GARAGE: E I' BUILDING: / I PUBLIC STREETS: 20' a I l 7AR 1 � 9 oI / i I 1 ALLEY/PRIG/ATE STREET: 3 5 o 50 /co i,' 3,239 SF �0 j/ y� cy 1 4.0' -N.-- 1 11.0 s1 J �a i..'LI Q t `, f / II / I II ; : A1 1 ROSEBURG FRAMING SYSTEM' =n:=0.1 PACIFIC LUMBER COPYRIGHT 2012 quality engineered wood products for today's builder- These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 2. SOLI,BLOCK ALL The plans maynot be re-used or copied,in whole or part,Without written permission from Pacific Lumber /1/I• r Comany,whih retains copyrights to,and ownershiof the plans.Use of tese plans by any other RI GI DLAM-LVI. RI GI DRI NT �,,,a..,.. rows Poor,nDove ,,.M«�,m-. ro DeAR�NG BeI.oN. „.e„ae , BELOW TO ABONE product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG,FOREST PRODUCTS EOSESIa80 hagrEyrngppiCrS ,I�, ;<..,wwm•. I rcnver..i�1a.r+ArcH copying of theseplans,infringes rights under the Copyright Act.Infringes face liabilities that include -------___ De�RmG AReA or B�oGKs na 9 9 99 - I/ BELOW ro rosr r,eove. penalties of up to$20,000 per work infringed,and 31 DO,000 per work infringed Willfully. `' 40P -JOIST ! IIM ROSBURO MISEST PROOD01s r%� 'MI =„ �� II GONTRAGTOR NOTES: GES/6 „^..N.,. 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS RM,,--.4w..,I,.,,. 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ==.1=1T="'''''' (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPIBLOGKING PANELS WRH BEARING WALL ABOVE POSTLOAD TRANSFER PETAILOFL/480 (UNLESS NOTED OTHERWISE) N.TS. N.T.S. el CONFORMS TO DESIGN CONCEm 4)USE CAUTION WHEN GUTTING FLOOR LOADING: 0 ne"nsaRPMa NOT ON CONCEPT WITH FOR PLUMBING 40psf LIVE LOAD 0 NONiDHFORMING-REVISE&RESUBMIT 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEAR W ALLS SLEEPING AREAS: ("-oZ4'`Z.;:V .a...T'"`'"'' 3Opsf LIVE LOAD Date BT MILBRAN DT ARCHITECTS 12psf DEAD LOAD 1 1 1 ROOPLOAO/N6: 25psf LIVE LOAD ® CONFORMS TO DESIGN CONCEPT 1 ipsf DEAD LOAD ❑ CONFORMS TO DESIGN CONCEPT WITH I REVISIONS AS SHOWN I 1 ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. By: Michaela R.Petersen Date: February 10,2016 CT ENGINEERING INC 1 r IF t I R1J8-:. Ii1 lk. JS 1 REVISED 5/17/13 KLB ---- - - PL 1 2-1 4"i (MAIN) - - PATIO II 1 --- -- - --- PATIO POLYGON A Mrk* Materiel Width Depth &rade city Gut Lth Tot Lth = -- _ R1 OSB Rim 1/2 T 16 1 1 2 1 J1 RFP/-20 3/4 1/2 4 16 64 J2 RFP/-20 3/4 1/2 10 26 260 J _ - - J4 J 11 J3 RFPI-20 3/4 1/2 2 25 56 11r 1rJ4 RFPI-20 3/4 1/2 5 22 110 b .1c -.. �6 J(z .15 RFPI-20 3/4 1/2 1 5 5 IJ5 J..-. J'L.. -- __ J9 - 7L J$L JS - J J6 RFPI-20 3/4 1/2 2 2 4 L_ JE 1 ----. JB 1 r,. B2 1 J7 RFPI-20 3/4 1/2 1 13 13 ----. -. J4 -_ -.. _, - -.. J4 J5 RFPI-20 3/4 1/2 4 4 16 2 5 1 II-_ O O - --- O' J2 - _ _ 51 RigidLam LVL 3/4 1/2 1.5E 1 14 S --_ _ _ - --- ---- 52 RigidLam LVL 3/4 1/2 1.5E 1 8 8 �• I ------ 11 J51 BLKG RFPI-20 5/4 1/2 19, 3 5l _ -. JB2 ELKS 1.75 LVL 3/4 1/2 1.5E 2 3 6 li_... .', J2 -.. ts- ® ® ■._-._ J2 Accseeories !■R 141 THO 1 l 9 50-or-ITT 9.5 6 1. _.-... -. D_ D_ __..._._.._ J2 1 ry ry J2 J2 K K J2 _. - 1 ti_ CI -_- J2J1 -..._._._: - I�' J2 0:tr 1T _ J2 _— .__.. 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J1 B-4.__.. t J w I�J3 - J3 �11 �1 /MPORTANTl J3 J 1 J-1 J3 - REFERENCE INSTALLATION GUIDE FOR ALL FRAMING J 1 - - I El 1 DETAILS AND I-JOIST INFORMATION 1 _... - J1 JB 11 li k, J1 B1 JB1 -1 • J1 _-_. , �- 11 - 1 ���� START p2PifI1IImber START �- l - R 1- I FRAMING 1 PORCH PORCH FRAMING LEGEND: HERE 1 1 1 HERE Sc TRUSS COMPANY 0--HANGER CALLOUT L J L J PLAN DESCRIPTION: 9A ® -SUPPORTING POST CUSTOMER: POLYGON (MAIN) -POST LOAD ABOVE PLAN NUMBER: 9A R -RIMBOARV PL 1 2— 1 41 L5 -LVL BLOCKING PLAN DATED: 4/1 9/1 2 -OUR LOGAT/ON5- J6 -JOIST BLOCKING REMODELING CENTER: EWP P5tGN J -JOIST CALLOUT 151005W BOONES FERRY ROAD LAKE 0511E60.OREGON 91055 KAMI BELN4OO1, 6 -BEAM(FLUSH w/JOIST) (503/853-9663 HDR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT TRUSS OFFICES CONTRACTOR YARD DATE: 5/11/15 5914 SW JEAN ROAD BBO-BEAM BY OTHERS SCALE: 1/4"- 1.-0" LAKE OS111EG0,OREGON 91035 1503)355-9663 SHEET: 1 Of 1 14"OPEN WEB JOIST© 19.2"O.C. POLYGON 7 AB(NEW) PL15-264 UPPER START FRAMING HERE 8/7/2015 Rim mem Products 9-06-00 PIotID Length Product Plies Net Qty E' RMI 46-00-00 1"x 14"APA Rim Board 1 1 B1 BOTTOM FLUSH WITH JOISTS I RM1 28-00-00 1"x 14"APA Rim Board 1 1 IBM11 RM1 17-00-00 1"x 14"APA Rim Board 1 1 -op co. 9 qq v v 0 v 1 RM1 14-00-00 1"x 14"APA Rim Board 1 1 19109-dS RM1 10-00-00 1"x 14"APA Rim Board 1 1 RM1 9-00-00 1"x 14"APA Rim Board 1 1 RM1 7-00-00 1"x 14"APA Rim Board 1 1 RM1 5-00-00 1"x 14"APA Rim Board 1 2 RM1 3-00-00 1"x 14"APA Rim Board 1 1 N N N N N N N N N N N N N BM1 22-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 LL LL LL LL LL LL LL LL LL LL LL LL LL E BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 cc BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ®m wMu TO DESIGN CONCEPT BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ❑ IX:T.CONCEPT WITH BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 0 0 -�, ® A c L - -- •_ � - �' ALL BEAMS AND CONNECTORS PER ENGINEER F03 N IRM1I „,�..„�a e": AA/15 ...r , fm YMIEBRANDI ARCHITECTS 0 i F03 ACCESSORIES QTY o CONFORMS TO DESIGN CONCEPT A TFI414 24 o ? U ❑ CONFORMS TO DESIGN CONCEPT WITH © TFL1714 1 F04 I REVISIONS AS SHOWN L F04 RM1 M 111NON-CONFORMING-REVISE AND RESUBMIT 1x14 OSB RIM FOR SHEAR BLOCKING 30' Y O HU412 13 -� THIS SHOP DRAINING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE C I F05 g F09 q WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE d DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY F07 ...i F06 OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. ▪ F07 F06 a By: Michaela A.Petersen Date:February 10,2016 FLOOR LOADING „o *' ® CT ENGINEERING INC BK1=BLOCKING 40 LL FO7 FOG , RM1=RIM BOARD 15 DL 2• F07 F06 11 ' REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING F07 �M F06 A AND SHEAR BLOCKING REQUIREMENTS. • F07 A I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I b F07 m ® 1 F06 i I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. F07 F I !41_ I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I D F07 N. i co 4 !® F07 N. 14 r"3 ® F07 F06 N - � Q FOS �M F09- ` -0 FOS • ■II :a, F09 • / ./ ( "I F05 �= F09 s RMIri F08 ' 08 RMi DO NOT: 5-07-00 Loosen,remove,cut or notch any part of the open web joist. li Pati mbar JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET & TRUSS COMPANY SHEET 2 OF 2 26'-0" 22'-0" 4'-0" ALL HANGERS LUS24 U.N.O. SGGE... .. .. .. e B �- 6:12'-' 6:12 cc CD vCo . \F1 , N LL 7:12 v 7:12 E: (2)22-0" co 0 I I I I rI �I ( Iv I I I I I1 lis.i•1 U1' v A I I 111 u�* I j ' 1 CV v CQ i111 II I c4 4 I I I U20> I I ,xwox V1 I I O>=U \ 1— LLwI-x r, I— Z w e-1 �� = m OU U O N W J z� I I I 3 W Z'' `— 1111I ,I 1 IlL mal I I B " ,. rl- O O ., Ow o u`a Cr . z ., LL „ii .. 1 g1igIIPp!Ii U W Z>UI ��JJiØ Lu 1=1AR SMI A I 0 0 ~ HIH Z I !IPPJI!JIPIJ , I� IIII/I, ,~ Z 0 N II I IItVf Z 0 aip I '• 2Z z Q =CC CC 0 o I I i/'zNz �' II1I,I, i , O 0 w Z oo,Z I ` I I .. io ® CONFORMS TO DESIGN CONCEPT .-- I I I' I " ch ❑ CONFORMS TO DESIGN CONCEPT WITH I 1 1 1 1 1 I � I REVISIONS AS SHOWN r I I <11 Its I I I -� ❑ NON-CONFORMING-REVISE AND RESUBMIT T-0" I 16'-6 1I2" THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY 9'-11" 1- 16'-16 OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, By: Michaela R.Petersen Date:February 10,2016 26'-0" CT ENGINEERING INC ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 08/10/15 PLACEMENT TO TRS CALCOULATIONS AND ` . ENGINEERED STRUCTURAL I■ PROJECT TITLE: REVISION-1: I DRAWINGS FOR ALL FURTHER�TION.BUILDING ' 7-A GE AT GARAGE NH-KD GABLE OVER `6ESIRMFd6wEER OF RECORD 4}, : : RESPONSIBLE FOR ALL NON-TRUSS PLANDRAWN BY: REVISION-2 TO TRUSS CONNECTIONS.BUILDING C DESIGNER/ENGINEER OF RECORD TO 7-A A GE GARAG I�HECKED BY: REVIEW AND APPROVE OF ALL C O M P A N"� DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. TRUSS 0.115" - 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.