Loading...
Plans (128) /47-57;2616- �Q4//9 l ?4,6r5-66‘) 4✓1 I L i LEGEND: 259.1 I iI 262------------1-- —ss SANITARY SEWER Pay'i f C 1 1 259.5Community 42.0' 260 ___ __ I —so STORM DRAIN Design W WATER LINE — — I — — — - - - - • 12564 SW Main Street 258 ® i MANHOLEi rd,O4R 97223 484 I N CATCH BASIN DATE: 1/14/2016 _27.76'_ I I STREET LIGHT REVISIONS IIII I I II l I I STRAW WATTLE PERIMETER • NO. DATE DESCRIPTION / 7 EROSION CONTROL --—. .j STREET SECTION, SEE f -I © CONSTRUCTION DOCUMENTS 1 ' I 4.00' j LI I `F 4.00' I II 86 I SETBACK SUMMARY 3,780 SF 85 0II BUILDING: 3410DR oI. 8,' h I o l — FRONT SETBACK: 12' FF=259.56 I I I SIDE SETBACK: 5' I; I i STREET SIDE SETBACK: 10' I REAR SETBACK: 15' II , GARAGE I ` PORCH SETBACK: 8' • ' ' GARAGE SETBACK: 20' 4 --- Ii 41- --- i J co O I I/ (PORCH �r -—1I II E o 0 D _—_-r-TIJ�_ _6.00'_( _ Ln —11 I 20.00' I I 'JELL_ 0 — 1115.17'-16.00' L PUE ----� -43 257 5 z5a.o ?- - - LOT COVERAGE: ;/ /I ;\ - 1` 4Z.0'\ l �' 74,V,, /, j k FE LOT AREA: 3,780 SF a .. if � -/ E -�_ -t RIVER 1 a----- ' 'I '`�► - 3' ROOT PATH Mivommr - \ - '� _. ��.. BUILDING FOOTPRINT: 1,445 SF TERRACE N u — -- --- C \\ SIDEWALK ,. I '\h %% \\ 1 \\ 1 '',Xi Z Lu WATER M E" `L``._ ` / RY ` ` PLANT (2) STREET COVERED PORCH: 72 SF NORTHWEST N �� TREE: 2" CAL. JUNE �_ st SANITARY LATERAL 0) SNOW DOGWOOD/ CANTILEVER LIVING SPACE: 0 SF a I STORM LATERAL CORNUS CONTROVERSA co A 36.00' SW SABRINA AVENUE 'JUNE SNOW' COVERED PATIO: 0 SF SR 1 SD SD 1 SD SD,N`sI DECK AREA: 0 SF co i -� ;-: , `\� !— �Se LOT 86 co0. % kk—W \ W \`\,• \ / / �(/ 'N INN TOTAL COVERAGE: 1,517 SF PLOT PLAN P s_.. _ r 40.1 % \\,,,, /7---,,,., ;.a� a�':4\ /% ' ,' a J a s '1 --�\ IMPERVIOUS AREA: 2,135 SF o ci NI- CITY OF TIGARD CD Approved by Planning RIVER TERRACE NORTHWEST (503) 221 -1920 /i/ /` 0. 2S 1 W6 Date: /O/////t, PROJECT NO.: 395-037 O TYPE: CONSTRUCTION h. LOT86 (R-7, MEDIUM) Initials: 1._-S SCALE10 REVIEWEDREVIEWED BY: PRE co RIVER TERRACE NORTHWEST Z 17445 SW SABRINA AVENUE , INCH=20 FEET ROSEBURG FRAMING SYSTEM" y•i: K„�NW u.Y PACIFIC LUMBER COPYRIGHT 2014 "�x�,��'.�„�,.,..,,n � quality engineered wood products for iodav's builder•- These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014, I The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber ,, .4,... /II I' ��i Comany,which retains copyrights to,and ownershiof the plans.Use of tese plans by any other RIGIDLAM LVL RIGIDRI M- \'� rc`W , I BEARING AREA OF BLOCKS REAOFBove. product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or RoseouA0 FOREST PRODUCES poeea1/R17 FOFFST PR0000ES G/ ___ __ 444 copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include / penalties of up to$20,000 per work infringed,and 5100,000 per work infringed willfully. # -d1., 1V, or GONTRAGTOR NOTE5: DESIGN NOTES: ,,,,,,,,_ 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR „,,,,,,P.F4vl '''''''' (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOCKING PANELS NTH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/430 Krs. Krs. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL psf VA LOD 12 D SHEARWALLS 1 p5f DEAD LOAD SLEEP/NG AREAS: THIS/5 A PLACEMENT PLAN ONLY 3 O p s f LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors. ROOF LOADING: Purchaser responsible for approving this 25psf LIVE LOAD � I I � ayout prior to any construction. '1 7psf DEAD LOAD I PATIO 'PATIO' • R1 Si__ - I R1 -_ _ilii-- ----.__.. ---- ii • 10'_3° I' 10'-6° I 13'-3” -- 1 3'-3" P 10'_6° £—. 10_3' Ir J3 I CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH I1— ) �„ REVISIONS AS SHOWN �,,'. ❑ NON CONFORMING REVISE AND RESUBMIT I E JO uI _ — — ---A I' WIIH SHOP DRAWING HAS BEEN YE310 DD FOR GENERAL CONFORMANCE J3 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE Si Jr:.I 1 J`i 1 J" I -1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE �, - - DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVERi 11111111111111111111.1.1 THIS SHOP DRAWING. d. --- __ I -— By: Arnold R.Solomon Date:October 28, 2015 JS — I — _ I,, CT ENGINEERING INC '1 i is AM _ _ I�• _ I Q CONFORMS TO DESIGN CONCEPT V J. ,-, �i R 1 R 1 a ,I�r. v CONFORMS TO DESIGN CONCEPT WITH _ O NIF E.,_14,11., ___ _ E 31 :: ----' REVISIONS NOTED _ — _. ,..T #�,J.5 JE - E'14 ir'. NON-CONFORMING-REVISE&RESUBMIT _. .: - pilli...- ilii WITH SHOP DESIGN CONNG CEPTS BEEONRE\rI WED FOR AND DOES GENERAL RELIEVEM1ANCE THE DI R1 -- - R 1 1V FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN —�� - ' L DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE J2 D - PRIORITY OVER THIS SHOP DRAWING. NIr_ \. ' ei By Jeremy Pfarr Date 10/16/15 n N. • � _ ; MILBRANDT ARCHITECTS \ --d2 — — J2 J2 = a ' J2 ---- J - -- = ----------. I• . J-2 - R1' J2 i' 1 I J2 II J i 11 I III START I J1 II Ij 11 START FRAMING I_MIN 1 Il FRAMING HERE 11/0_ 0- I CSH HERE h iliNCI- IT PORCH PORCH IMPORTANT/ REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 1 5-355 (MAIN) LEGEND: POLYGON POLYGON Q y O D(NEW) pacifi � umber �� Mrk# ��, Material Width Depth Grade Qty Gut Lth Tot Lth ( H 1-=HANGER CALLOUT JB 1 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 � 60 ®/ -SUPPORTING POST J1 RFPI 20 1 3/4 9 1/2 15 16 130 & TRUSS COMPANY ® -POST LOAD ABOVE J2 RFPI-20 1 3/4 9 1/2 12 14 163 J3 RFPI-20 1 3/4 9 1/2 16 34 544 R -RIMBOARO J4 RFPI-20 1 3/4 9 1/2 2 2 410515 SW ALLEN BLVD BEAVERTON,OREGON 97005 (503)858-9663 LB -LVLBLOCKING J5 RFPI-20 1 3/4 9 1/2 1 12 12 MAIN FLOOR JOIST LAYOUT J6 REM-20 1 3/4 9 1/2 1 22 22 SCALE: 1/4°- 1'-O" PLAN DESCRIPTION/NUMBER: POLYGON 34 10 BD(NEW) JB -JOIST BLOCKING CUSTOMER: POLYGON J -JOIST GALLOUT B 1 RigidLam LVL 1 3/4 9 1/2 1.5E 2 14 28 PLAN DATED: 1 0/2 1/1 5 B =BEAM(FLUSH w/JOIST) Accessories DESIGNER: KAMIL.HENDER50N DATE: 1 0/27/15 HOR -HEADER(BEAM BELOW JOIST) H1 ITHO 1 7 P50-or-ITT9.5 5 500-BEAM BY OTHERS PL 1 5-3 55 (MAIN) SHEET: 1 of 2 POLYGON 14"OPEN WEB JOIST @ 16"&19.2"O.C. POLYGON 3410 BD PL15-355 UPPER 10/28/2015 Products PIotID Length Product Plies Net Qty RM1 39-00-00 1"x 14"APA Rim Board 1 1 THIS AREA 16'O.C. a START 19.2"O.C.HERE a RM1 34-00-00 1"x 14"APA Rim Board 1 1 RM1 24-00-00 1"x 14"APA Rim Board 1 1 / OVEJOIST FOR HUHCONNECTION 23-06-08 o RM1 12-00-00 1"x 14"APA Rim Board 1 1 �VEJOIST FOR PLUMBING' I3-01-00 2I RM1 9-00-00 1"x 14"APA Rim Board 1 1 IRM1I_k>- MOVE JOISTS +1- 4" TO RM1 3-00-00 1"x 14"APA Rim Board 1 1 AVOID PLUMBING o- BK1 19-00-00 1.5 RigidLam LVL 1-3/4x 14 1 1 . III BM9 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 " 1 BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM2 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 u_ LL BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ® CONFORMS TO DESIGN CONCEPT 0 m °' ^ ^ " " r�� LL LL LL o o o o o o o ` BM3 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 n CONFORMS TO DESIGN CONCEPT WITH BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 REVISIONS AS SHOWN 0 0 0U- '0U- 0 0 BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 LL BM15 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 ❑ NON-CONFORMING- REVISE AND RESUBMITi BM7 21-00-00 3-1/2 X 14 BIG BEAM 1 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE BM6 21-00-00 5-1/2 X 16 BIG BEAM 1 1 BM5 15-00-00 3-1/2 X 14 BIG BEAM 1 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 0 A 1� BM13 3-00-00 6601 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY Oi 11:10 . — -04n Ij OVER THIS SHOP DRAWING° OIBM2I � i o' I LL;p 12 S 14 ° d I ACCESSORIES QTY By: Arnold R. Solomon Date: October 28, 2015 2 m I QA TH017140-2 36 m RMI II N,1I®M :�_ • I = MI_' B HUCQ1.81/11 3 CT ENGINEERING INC a�T 1-:B r o= amu O 1x14 OSB RIM FOR SHEAR BLOCKING 26 Jj II 1 �BM11 CC 1,„-_IBM- © TFL1714 1 ID CONFORMS TO DESIGN CONCEPT -1 0 1 BK1=BLOCKING FLOOR LOADING ❑ CO 15 CONFORMS TO DESIGN CONCEPT WITH CO CO RM1=RIM BOARD 40 DL REVISIONS NOTED I E' I U 2 ILL ''2 1W IBM3 I : I REFER TO STRUCTURAL PLAN FOR ADDITIONAL ❑ NON-CONFORMING-REVISE&RESUBMIT — POST TRANSFER BLOCKING THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE I 11601 I a AND SHEAR BLOCKING REQUIREMENTS. WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE e ` I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN _II I. oo o, DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE II �'-�` SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. PRIORITY OVER THIS SHOP DRAWING. m II ;v v ^.€ By Jeremy Pfarr Date 10/16/15 �i -:LL LL LL� FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA MILBRANDT ARCHITECTS g «a 11 1, _ _- - -°_•II 11 rlazilRM1 11 12: :M9 LL1U '� m 0 'OR PLO&G z!?, III I:`1 II'' ._ - DO NOT: Loosen,remove,cut or notch any part of the open web joist. Pacif umber JOIST WITH RIM SCALE: 1/4"=1'-0" on 24"x36"SHEET & TRUSS COMPANY SHEET 2 OF 2 O - -ti o0 �mww0 -0 F..- > mzmp ° _ � -am ACDo o - rA _< � y ov 0E0 Cl) y Om O so o v N Z 71; z N Z 30'-56 a 101-T cri <D 1-. 4-r 1 4. -, 0 O 43 Z 33 i CO m IIPIL =Va m < •r CD -I II J2C SA 0. - I P2 t LOW Pr ac C •• ,, < to ` - m m 1ii boill ° ,_P, rCD _ 0 btNy ? ? o ? 0y o ^> ) •• .....1\ ill i , . J_ aN •• 9 —418 N) K Lti 4fte t I : ...1 cCDD Ui 10 O1 ' v .. le a TAcOom o 0 1 I _ �i m- i m vr C OCz�0i7z3Z� mre Q- ,mmccn ZZm*0C()m v 22mTm0-ZmmrSt I 3 73>M00,2-37:10mOmZ - 1 ' Y xv-zTo-imm�-� j^.� -" -1>Zm0 OOvnrO7' �I lig Ii Ea oxm=1>m?»DSO — o� z ,_a zzvTzv M i �' [•' la iv + mzmom , ��OvCc�mm - as 0 0 0. , mZ > t El /�1`co.Sn�=5Z - � - - iz, 0-1_, -11-730`< J1- jo z ii O a, R J4 D2 , x J3r I■ 6 \ J2 3 ROWAN II IL 1 0m r �� D1 y 4 A 1466m0 ., co g S g t . c) 1. SW 36-10'' o0 s 0CONFORMS TO DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT i, 9 0 ❑ CONFORMS TO DESIGN CONCEPT WITH 1:1 CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED REVISIONS AS SHOWN la Cr c0 w El -REVISE&RESUBMIT IIINON-CONFORMING - REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 110,z CD 3 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE a FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN o DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE °i PRIORITY OVER THIS SHOP DRAWING. DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY By Jeremy Pfarr Date 10/16/15 OVER THIS IIOf DRAWING. MILBRANDT ARCHITECTS By: Arnold R. Solomon CT ENGINEERING INC Date: October 28, 2015 I