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Plans AtSTAO?— O c / ld(. bGs C ed LEGEND: 7 1 v ` \ ` WA \ \ ' \ \ . �; \ v rV- - lf SS SANITARY SEWER Pacific _ ► ► w, _ �� Community , ik SD STORM DRAIN 4 , i 'Adi::` 1 ., 4' _ Design . . _ ',._ �..... _ W WATER LINE ` i — ------..- ; 12564 SW MainStreet ` �v SW BEACH PLUM TERRACE \ - — —� - MANHOLE Tigard,OR 97223 [T]503-941-9484 — _ AA M-- -,4....--- � � �\ f .l n CATCH BASIN DATE: 72/20/2016 PLANT (2) STREET _ STREET LIGHT is a.. ......._ _ a TREE: 2" CAL. ) HEDGE MAPLE/ _cis REVISIONS O 32.01' I STRAW WATTLE PERIMETER NO. DATE DESCRIPTION WATER METER ACER CAMPESTRE I EROSION CONTROL I M1 � l STREET SECTION, SEE I : ' ! '\ 0 CONSTRUCTION DOCUMENTS ha MISSINIMMIller i X 1 a — _ SIDEWALK �;Ippin l6 00,, :: \ _ . � _ ----- -„, PUE 253--ii .0 ,4 12.99''. b v \ ,,� z5o.3 �— _ SETBACK SUMMARY 44.9' .�, . lAd q o ' ��®w7.►_,�►....., y. . __-�� _ FRONT SETBACK: 12' ___ _ _ _ — _ I � ;1 SIDE SETBACK: 3' r �� "� X18.47' ,a i� 1�� f�� STREET SIDE SETBACK: 8' — — / REAR SETBACK: 3' D PORCH SETBACK: 8' �, I 1-HR FIRE 1 PORCH ' --- T _, I t --- i I4\ �. ji CITY ®t- TIGq}�® E I I ----RATED EAVES _ ; f �, I Approved by Inning Cs! �,1 nom—-- I i I _ 0 N ' 0 I SII! , li 1 3.00' i °I 1 1 ; Initials: o ; I � U I 9 I j _I a 1 VISION cs, �I I 10 ' I. I 3,283 SF 0'Ni 1 CLEARANCE LOT COVERAGE: o II I 1 i o, i I I , TRIANGLE cy. II I ,°° BUILDING: 7A I I 3.00' l LOT AREA: 3,283 SF o r i FF= 256.5 r-J PUE RIVER 1 i tr.- 13.5Z •, TRACT P BUILDING FOOTPRINT: 1,309 SF I I; 11 1 ► I TERRACE v, I I I I 1 252.2GARAGE / t.3 /)I COVERED PORCH: 85 SF NORTHWEST I l I Ili II 1 3.00' /I/ ' V / CANTILEVER LIVING SPACE: 0 SF I I� i / 1 0j I I I . . COVERED PATIO: 0 SF i — — ��00���41/4P ,'i __ / V / / 'C'-) hDECK AREA: 0 SF 9 v _ ----- -____3.00'ss 254 8 N STORM LATERAL --- TOTAL COVERAGE: 1,394 SF LOT 9 N G4 1 T 50 — PUE TRACT PLOT PLAN 2 4, 20.00' ss j cc 0 " 26.00' I ,..s45.0,0,--- , X253.3 - _ T� 42.5 % __ SW CALABASH TERRACE -'- c,_ SANITARY LATERAL o Z -A _ __—IL- _.. _ cii Qp, / I ` IMPERVIOUS AREA: 1,604 SF i 7 — --,--L----: 1 1 ) I 1 I � i' fir------- 1 1 0 CD RIVER TERRACE NORTHWEST (503) 221 -19200 a 2S1C PROJECT NO.: 395-037 W6 TYPE: CONSTRUCTION SCALECO REVIEWED BY: PRE LOT 9 (R-12, SMALL) 0 0 0. co RIVER TERRACE NORTHWEST a 13580 SW CALABASH TERRACE 1 INCH=20 FEET Z PACIFIC LUMBER COPYRIGHT ROSEBURG FRAMING SYSTEM' «.•Rn quality engineered wood products for fadav's builder- SOLO i These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 2. / A w The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber RI$1 W'f1Y1 Y R�G� R�M� ^e`�rcrcery[ F.-:-.== ,� F 'N'e ,I' II �� Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other iq rows FROM ABOVE -.N� ro eEARINs eE�arv. wsrA��souns«e�oAKs C FOE • -__ , reR vernix te.rnrc« product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODUCTS ROSEBURG FOREST PRODUCTS '�',' -----`` � BEARING AREA OP BLOCKS copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include `\ eELOM TO POST ABOVE. penalties of up to 820,000 per worK infringed,and 5100,000 per worK Infringed willfully. e II04 40` RFPFJOIST I,illeA,A! /��II RaseeDRO FOREST PRODUCTS >« I"' \ CONTRACTOR NOTES: pus/6N NOTES: ..r,an .•.�w�ti 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 5w���-�-..PPP 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPIBLOCKING PANELS NTH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA NTs. rlr.s. (UNLESS NOTED OTHERWISE) OF L/480 ®CONFORMS TO DESIGN CONCEPT 4)USE CAUTION WHEN CUTTING FLOOR LOAD/N6: 0 1=ns'ZI4r"CON'''"'« FOR PLUMBING 40psf LIVE LOAD ❑NONCONFORMING-REvsE a RESUBMIT 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD - _ SHEARWALLS �, SLEEPIN6AREA5: ,„ Dee vv/1E 30pSf LIVE LOAD MILBRANDT ARCHITECTS 12psf DEAD LOAD ROOFLOAPIN6: ® CONFORMS TO DESIGN CONCEPT 21 55P LIVE LOAD Tpsf DEAD LOAD ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE PITH THE DESIGN CONCEPT ONLY AND ODES NOT RELIEVE THE FABAICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE ROTHiTHE 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 ii R1 J6 ,I I____ Si IA1I JS <1 JtS REVISED S1T/13 KLB PATIO ` J�' — --- PL 1 2-147 (MAIN) 'I . ��; PATIO POLYGON TA 1� _ 'i' Mrk• Materiel Width Depth Grade city Cut LEN Tot Lth IIS I - R1 055 Rim q 1/2 6 112 I: ,. .J1 RFPI-20 J5 RFPI-20 1 3/4 9 1/2 4 16 64 (� T — e. J2 RFPI-20 1 3/4 9 1/2 10 26 260 2 25•II - � I,i I I- - - -- � J i J4 RFPI-20 1 3/4 9 1/2 5 22 1105 L Ij 15 Jl �� —i J5 RFPI-20 1 3/4 9 1/2 1 S S I j; u 1 - ttt3 J6 RFPI-20 1 3/4 9 1/2 2 2 4 !I 82 Jul J J1 RFPI-20 3/4 9 1/2 1 8 3 I 11 J8 RFPI-20 1 3/4 9 1/2 4 4 16 II _ J U - _ __I, 51 RigidLam LVL 1 3/4 9 1/2 1.5E 2 14 26 �' �� Ii 0 o c B2 RigldLam LVL 1 3/4 9 1/2 1.5E 1 6 S `ry DI JB 1 BLKG RFPI-20 1 3/4 9 1/2 19 3 59 'I 1i 1r Ft J2 - J52 ELKS 1.15 LVL 1 3/4 9 1/2 1.5E 2 3 6 rll__ ', I I'rikI ® ®II o o Accessories �I ___ 1 (V 1',4f1�---._—__._._.._.___ _=—q.� --. - H 1 ITHO1 7950-or-1779.5 6 J. 11 --- R1 1111.11r I INV I'_= �1 IVliNi I � Imo', '1 - 1. I 101111111M ___. III J p1 J�Lt 2 R1 /MPORTA:NT.I 'Iii REFERENCE INSTALLATION 11 g, - I �h—' lu GUIDE FOR ALL FRAMING . . —11 � $ DETAILS AND I-JOIST INFORMATION n1 �t ----j1--- F I 11.1111'� III 'I� R 1 START I -. I I IIT r FRAMING Pacifi umber FRAMING — I PORCH PORCH S LEGEND: HERE 1 i i & TRUS HERE COMPANY I 1 1 0--HANGER CALLOUTL J L J ® -SUPPORTING POST PLAN DESCRIPTION: 7A ® -POST LOAD ABOVE CUSTOMER: POLYGON (MAIN) R -RIMBOARD PLAN NUMBER: lA LB -LVL BLOCKING PLAN DATED: 4/1 4/1 2 PL 1 2-1 41 JB -JOIST BLOCKING -OURLOGAT/ON5- J -JOIST CALLOUT REMODELING CENTER. E•NIPDESIGNER: 15100 5M BOONES FERRY ROAD B -BEAM(FLUSH Ul/JOIST) LAKE OS/VEGO.OREGON 91035 (5o3)B5B-9663 KAMI BELYVOOD NOR -HEADER(BEAMBELOWJOIST) MAIN FLOOR JOIST LAYOUT TRUSS OFFICE 6 CONTRACTOR TA DATE: 5/17/13 59145W JEAN ROAD BO-BEAM BY OTHERS SCALE: 1/4"- 1.-0" LAKE 05NEGO,OREGON 91035 (503)353-9663 SHEET: 1 Of 1 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 AB(NEW) PL15-264 UPPER START FRAMING HERE S 1 I 8/7/2015 Products 9-06-00 PIotID Length Product Plies Net Qty RM1 46-00-00 1"x 14"APA Rim Board 1 1 81 BOTTOM FLUSH VMTH JOISTS RM1 28-00-00 1"x 14"APA Rim Board 1 1 BM1 RM1 17-00-00 1"x 14"APA Rim Board 1 1 --es—�—v— ?e--t �--v-- -iI 19111)9-b5(7) RM1 14-00-00 1"x 14"APA Rim Board 1 1 RM1 10-00-00 1"x 14"APA Rim Board 1 1 RMI 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 BM1 22-00-00 5 1/2"x 19 1/2"Glulam 1.8E 24F-V4 DF/DF 1 1 N N N N I10 0 N N N N 0 ( ) LL 0 0 LL ILL 0 LL 0 LL 0 0 0 LL BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 2 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ®CONFORMS TO DESIGN CONCEPT BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 0 s BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 11 `e ALL BEAMS AND CONNECTORS PER ENGINEER F03 B RM1 ° MILBRAN D Mesa "T ARCHITECTS KF03 II ACCESSORIES QTY Ft �I F01 '' ® CONFORMS TO DESIGN CONCEPT TFI41a 24 p ❑ CONFORMS TO DESIGN CONCEPT WITH © TFL1714 1 F04 � REVISIONS AS SHOWN .I - - RM1 1x14 OSB RIM FOR SHEAR BLOCKING 30' 504 If �_, ❑ NON-CONFORMING-REVISE AND RESUBMIT © HU412 13 °>- ° HIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE F05 F09 �I 1ITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WWW ABHICATOR/VENDOR OF RESPONSIBILITY FOR CONFOR/ANCE 1ITH THE ` DESIGN DRAWINGS AND SPECIFICATIONS ALL OF RICH HAVE PRIORITY j, F07 F06 OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. '�� F07 ° F06 By: Michaela R.Petersen Date:February 10,2018 Fol CT ENGINEERING INC BK1=BLOCKING F ooh R OADING . FOB I RM1=RIM BOARD 40 LL ..,. ..t.. 1S DL 2- F07 F06 re' I REFER TO STRUCTURAL PLAN FOR ADDITIONAL ' • POST TRANSFER BLOCKING F07 II F06 AND SHEAR BLOCKING REQUIREMENTS. \ ow I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN F07 yr ,, MIL F06 -r I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. F07 F06 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA FO7 F06 d ° i. ..... � , 4 : 507 I F06 .. 're r� I F07 . . FOB . 'ii: • F05jum F09 L. a F05 °J.1.��°.. F09 �° 1� �� 'ill= F06 MMIII F09 RM1 E I{ FOB Id • [RM11 DO NOT: 5-07-00 , Loosen,remove,cut or notch any part of the open web joist. Pacifi F... umber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET & T R U S S COMPANY SHEET 2 OF 2 26'-0" [, 4'-0" I 22'-0" AU.HANGERS JUS2 U.N.O. GG► - � II ► • r 6:12"' 6:12 r d 0 I �' 7 _ e 7:12 ,` 7:12 __zap 1 F (21i1 I I 1 1 I I I 1 1 I I� I■ I . Ir r 4 r CNI 'I I r aPaiti T r Di II V W w wJ - z w ZI- Q�= III CC oLO VI w = 0U F-- 7: W Z wc1VCowW_ co UO N W az J F- r L. i - - C9 n z2A . A .1 _VU otWOO JU WOOIijko . CD Ii W6, 11 1-• , v,..! ((.a. moOldfir.r.40M‘- - 1' O z Z (E)L>.' ' II � va6rUo - PIU Z = ¢z-- IY ,1I � I1 =El El I 1 - mO 1. l9 CONFORMS TO DESIGN CONCEPT Y CONFORMS TO DESIGN CONCEPT WITH _ �', REVISIONS AS SHOWN ''', ❑ NON-CONFORMING-REVISE AND RESUBMIT ' Ce 1,0 .I.� , ► 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 I 161-61/2" - r-� 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 16'-1" I 9'-11" CT ENGINEERING INC 26'-0" 1 ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 08/10/15 PLACEMENT NLY.REFER TO TRUSS CALCULATIONS AND PROJECT TITLE: REVISION-1: ENGINEERED STRUCTURAL DRAWINGS FOR ALL FURTHER 7-A GE AT GARAGE NH-KD GABLE OVER C pM$TION.BUI F RE ai' ' �I �1G(NEER OF RECORD PLAN.' RESPONSIBLE FOR ALL NON-TRUSS �tt-= DRAWN BY: REVISION-2: TO TRUSS CONNECTIONS.BUILDING 7-A / A GE GARAG EHECKED BY:: DESIGNER/ENGINEER OF RECORD TO COMPANY REVIEW AND APPROVE OF ALL DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. 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.