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Plans (107) i — _� I-- 7s7-D,2O/ ND: i� 294. I ss SANITARY SEWER Pacific 291.6 A2611 Community j 293 8 , __ ,., STORM DRAIN j 22 0 rl � [ = ---- `� WATER LINE Design 1N cr, W I 1 12564 SW Main Street - 1" f• MANHOLE Tigard,OR 97223 I ' Z 1 a / 13.13' 0 _ — _ --- [T]503-941-9484 1 I L --r CATCH BASIN ,-,„ 8.00,PUE 21.06' 1 DATE: 12/07/2016 — - Q x'29 / — I STREET LIGHT 1 11 STRAW WATTLE PERIMETER NO. DATEREVISIONS ' N y j I r II I _ i EROSION CONTROL I I r -3 I Q ! BUILDING: 3410AR 1 I I STREET SECTION, SEE ' t 0 1 1 1-HR FIRE 1 I 1 ' CONSTRUCTION DOCUMENTS �� ��' I "� FF= 285.3 I I --V�� I d�I = I 0 I RATED EAVES i I i end - l'----,--- N , 1 I � 122 I 1 l,l 1 3.00 I 4,008 5F 1 1 1 124 PLANT (2) STREET , 11 I 1 i SETBACK SUMMARY TREE: 2" CAL. 8.00' • . 1 ;� 123 GOLDENRAIN TREE/ �> 1 I ; FRONT SETBACK: 12' � 1 I ' I 1 SIDE SETBACK: KOELREUTERIA �� 1 1co 5 PANICULATA I 7-6 ° 1 ; i GARAGE 1 I I I i STREET SIDE SETBACK: 10' Imo! 110 1 IP REAR SETBACK: 15' yI f l II 1 i I - PORCH SETBACK: 8' 1 ' laGARAGE SETBACK: 20 IPti ' 1 r Q - ]LIORC1 I 1 1 I ° I!— I ILII _. . 6`5 d • 'i SIDEWALK I �_ _o I -¶' NI" 22.69' 26.61' ------------E6.00' N IItb,r — IV 11 — — PUE -- -7-___- - 1 'y�� IL LOT COVERAGE: cn i CN VISION ,.' °'' 8.0-•-c .0 , � -- t„\ — _ LOT AREA: 4,008 SF cv in CLEARANCE I o __ RIVER W ( TRIANGLE 264.8 — - UJ I,, i 285.6 ,_ ;1, s? -- -__ j BUILDING FOOTPRINT: 1,443 SF TERRACE . 3' ROOT PATH �` -.-_- N �- SS --, .S- a l csI l 55 SS' B 1 I COVERED PORCH: 50 SF NORTHWEST N y 8g WATER METER F-6! }� SANITARY LATERAL ' S tial STORM LATERAL 28.0a _ __. - Ip —S CANTILEVER LIVING SPACE: 0 SF SW SHADOW TRAIL STREET COVERED PATIO: 0 SF PLANT (1) STREET / ;� ,a —� i' TREE: 2" CAL.co' � t n� w r '`� — _ = = co �,_ —._ - DECK AREA: 0 SF `" SKYCOLE - - �] 6__- LOT 122 CN HONEYLOCUST/ �'',,,. ,, �. _ - - TOTAL COVERAGE: 1,493 SF PLOT PLAN LL GLEDITSIA I ---11---- - - --- -- ___1-\- -------- IR TRIACANTHOS } --= 37.3 % 3 INERMIS ,� �� _ ,� ��� - - — - IMPERVIOUS AREA: 2,160 SF i5 1101, ci _j 1 r l—_r j I I Pr II> gL , � � -4- ---TTp 11 as CIT:' 77 TIGARD RIVER TERRACE NORTHWEST (503) 221 -1920 Approved by Planning (;',-) 0 2S 1 W6 a}�: /j PROJECT NO.: 7 O Date: /012Q,./i0 0 2 f f f1 TYPE: CONSTRUCTION ILREVIEWED BY: PRE Cn LOT 122 (R-7, MEDIUM) - SCALE Initials: l S 0 10 20 co RIVER TERRACE NORTHWEST 0 1 INCH=20 FEET Z 17497 SW SHADOW TRAIL STREET i POLYGON 14"OPEN WEB JOIST @ 16"&19.2"O.C. POLYGON 3410 A PL15-354 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 1610 C. START 1921 O.C.HERE RM1 34-00-00 1"x 14"APA Rim Board 1 1 < e ' lain ioc-r.,.i1,,..,si23-06-08 q RM1 24-00-00 1"x 14"APA Rim Board 1 1 13-01-00t RM1 12-00-00 1"x 14"APA Rim Board 1 1 IRM1I j RM1 9-00-00 1"x 14"APA Rim Board 1 1 MOVE JOISTS +1- 411 TO '� j �I h RM1 3-00-00 1"x 14"APA Rim Board 1 1 AVOID PLUMBING I ` BK1 19-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM9 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 INBM10 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 ® CONFORMS TO DESIGN CONCEPT6'6.- 00 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 co LL :coLLru_ BM3 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 n CONFORMS TO DESIGN CONCEPT WITH LL BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 REVISIONS AS SHOWN c, 0 0 0 0 io BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 LL LL LL LL LL LL BM15 4-00-00 1.5 RigidLam LVL 1-3l4 x 14 1 2 ❑ NON CONFORMING-REVISE AND RESUBMIT E BM7 21-00-00 3-1/2 X 16 BIG BEAM 1 1 BM -00-00 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 23 X 1 8 BIG B WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE BM5 15-00-00 3-1/2 X 14 BIGG 1 1 BEAM1 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 0 0 ®i BM13 3-00-00 3-1/2 x 9-1/2 BIG BEAM 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY AI ma ,: — OVER THIS SHOP DRAWING. --BM2 j,q `� `e ° 7T— `� `e ' _ II CG3] l� ,12- O-1•� If ACCESSORIES QTY By: Arnold R. Solomon Date: October 28, 2015 O 0 I®� � II Q THo17140-2 36 CT ENGINEERING INC s-l1->B m r .. s .EEM.ME, I B HUCQ1.81/11 3 - _a g A k p WA I�r i_ 1x14 OSB RIM FOR SHEAR BLOCKING 28' 1BM11 - I, © TFL1714 1 ❑X CONFORMS TO DESIGN CONCEPT J 0 If FLOOR LOADINf ❑ CONFORMS TO DESIGN CONCEPT WITH I'! RBK1=BLOCKING M1-RIM BOARD 40 LL REVISIONS NOTED mo 10 15 DL ❑ NON-CONFORMING—REVISE&RESUBMIT IBM3I7 LL REFER TO STRUCTURAL PLAN FOR ADDITIONAL THIS ST TRANSFER BLOCKING WITH SHOP DESIGNWCONCEPTBEEN ONLYREVIEWDD FOR DOES GENERAL NOTL REELIEORMANCEVE THE ND N I. AND SEAR BLOCKING REQUIREMENTS. FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN B I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE c-) -- LLE PRIORITY OVER THIS SHOP DRAWING. E , SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. By Jeremy Pfarr Date 10/16/15 m [g I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I MILBRANDT ARCHITECTS1.1 0 II i-i-1 � dai I RM1 I iprSodi -® _ IBM7- gai,I II N MOVE 17olsr ( '`,°i' —� R PLLIMBING Ili ��=`i ill DO NOT: Loosen, remove,cut or notch any part of the open web joist. 1 Pacifi i-\\ umber JOIST WITH RIM SCALE: 1/4"=1'-0' on 24„x36„ SHEET & TRUSS ;\ COMPANY I I SHEET 2 OF 2 PACIFICLDMBERCDPYRIGHT2014 ROSEBURG FRAMING SYSTEM'" ",====H , ,I' ' quo!fyengineered wood products fwiodav'shudder n„a+-° -. These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. "'” souv BLOCK ALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RI GI D LAM LVL RI GI DRI M- ,;,„,�„ii, rowssLOC neove ...�«e..bs , TOBEA 4 Bet.oW. Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other ��IM n'a�n�.» �«srAu sous«ego un product supplier other than Pacific Lumber Company is strict) b'' _ IIIp rEav,.-E e.r: PP P y y prohibited.unauthorized use or costevu®aoeefr vrtepvers uosea�ars nbaesrveopucn BeAa�HS Allen or B�occs copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include \` BEi.Ory TO POST ABOVE. penalties of up to N20,000 per work infringed,and$100,000 per work Infringed willfully. g 4 RFPFJOIST ,”! SII!! R(MBHRC FOREST/MOM= 1/1Y lir CONTRACTOR NOTE5: DESIGN NOTES: """"" 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS "'ee"""`""""""' DESIGNED TO MEET OR 2)ALL FOOTINGS PER DESIGNERS PLAN =7,..1:=J"°-"m- (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPPBLOLKINGPANELS YVITH BEARING/VALE ABOVE P057 LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/430 N.T.S. N.T.5. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL psf VA OD 12DL SHEARWALLS 1 psf DEAD LOAD S opef CLIV ING THIS/5 A PLACEMENT PLAN ONLY. AREAS: 0p5f LIVE LOAD This layout is to be used in conjunction with 12psf DEAD LOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors ROOFLOAOING: Purchaser responsible for approving this 25psf LIVE LOAD I � I ayCut prior to any Construction. 11psf DEAD LOAD IPATIO 1 'PATIO' R1 1 Pi R1 I R1 u JO 10'-3" 10'-6" L- 13'-3" - - 13'-3" 10'-6" 10'-3" ® CONFORMS TO DESIGN CONCEPT — J3_____ — _ ❑ CONFORMS TO DESIGN CONCEPT WITH • }� _fa • AS SHOWN • - • ...a - IIINON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWWED FOR GENERAL CONFORMANCE ----- - — --- WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE '13 - DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY R 1 J-1 `I-.1 - —='I 1 J'u_1 �R 1 OVER THIS SHOP DRAWING. -, Js �. By: Arnold A.Solomon Date:October 28, 2015 • _ _ .15 - _ •I'� CT ENGINEERING INC I^ J9 - -- - J9 I --- - '1 = - -- — - �: - - — -- Q CONFORMS TO DESIGN CONCEPT .15� r ® R 1 R 1- ® �J3 •. U ❑ CONFORMS TO DESIGN CONCEPT WITH 0 REVISIONS NOTED '� _ 4� $1 -- - --B1 -- 41h ! `0 0 NON-CONFORMING-REVISE&RESUBMIT 6 ' ( J ---- -. _=-- -- - THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE O J9 J3 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE N R 1 I R 1 ry FABRICATORNENDOR OF RESPONSIBWTY FOR CONFORMANCE WITH DESIGN ® J2 - �12—� DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE E PRIORITY OVER THIS SHOP DRAWING. LL K J2 J2 K By Jeremy Pfarr Date 10/16/15 CIJ2 - Js-- cl MILBRANDT ARCHITECTS P J2 12 ® J2 r '12 5.1 o -------- 2 J2 — JOO R1 R1 i 12 5 d2 - J1I 11 J1 — J1 I START Millan. J1 I J5' J1 I START FRAMING II PORCH PORCH J1 FRAMING HERE ll'al=11 HERE - - I R-a I r- R4 IMPORTANT/ REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 15-554 (MAIN) I. " ,' LEGEND: POLYGON POLYGON 3410 A(NEW) Mrk u Material Width Depth Grade Qty Gut Lth Tot Lth pact', F umber H -HANGER GALLOUT 151 BLKG RFP/-20 1 3/4 9 1/2 20 3 60 A -SUPPORTING POST R1 OSB Rim 1 9 1/2 10 16 160 pp TRUSS -" COMPANY ® -POST LOAD ABOVE 1 1 RFPI-20 1 3/4 9 1/2 5 6 30 D[ �L' J2 RFP/-2O 1 3/4 9 1/2 12 14 168 MAIN FLOOR JOIST LAYOUT R -RIMBOARD J3 RFPI-20 1 3/4 9 1/2 16 34 544 SCALE: 1/4"- 1'-0" 105 15 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)658-9663 LB -LVL BLOCKING 14 RFP/-20 1 3/4 9 1/2 2 2 4 JB -JOIST BLOCKING JS RFP/-20 1 3/4 9 1/2 1 12 12 PLAN DESCRIPTION/NUMBER: POLYGON 34 10 A (NEW) 16 RFP/-20 1 3/4 9 1/2 1 22 22 CUSTOMER: POLYGON J -JOIST GALLOUT B1 RigidLam LVL 1 3/4 9 1/2 1.5E 2 14 23 PLAN DATED: 10/21/15 B -BEAM(FLUSH w/JOIST) HDR -HEADER(BEAM BELOW JOIST) Accessories DESIGNER: KAP-fl L.HENDERSON DATE: 10/2'1/15 H1 ITHO 1/950-or-ITT9.5 5 BBC;-BEAM BY OTHERS PL 1 5-3 5 4 (MAIN) SHEET: 1 of 2 O rn 0 W 0 01.-- C.3 WO -0i D j � Qom jm a XI O O9 rXI wCri O > =i.1 G) CO 0 > om 0 Z CD I N T-4 39-6 " ' " X r 1 v 01 CD ___ I 10=6" 1 Cl su m i� g / 1. oz g -1 — ' • r co 0 W C2 3 � m II 44 i C3 1 C � ) _ -I \ " c . 0 y T y m m m J \ C4 (`) l&L CD 0 ti 0 0 ,.--tp .(D2 3)m< 1\3 < Ca. � 3 0) ' N I \ N � m 01 3 D1 so C -oDJ C3 (6) - S :Ual > 41 a wmmyzzmG�Cc» M *22c,c,m0—Z6'm = 'I-ZzpWmxG)mOmZ .� O OIppZT21-nmC10 �Dz p Apn A) O--pm0Xm? wrz< 1 0005-FmmPx={o rn T— 1 IX z<-nz 00-mr-,comp I CD COcmiczxVJC>mm0 �� p>Or�c� mrO OC Z 0 0 A C � -� y ? pO�p cn � JJam�,, mli AL: mmmittlp0 CO 0 CPG mak aDlair - SU3 si , . -I / C y tri I.. 4'-0' .1 El C7 vi mr .,.y _ © O14'-O" 17$ I 36'-10' ® CONFORMS TO DESIGN CO4i CEPT Elco' CONFORMS TO DESIGN CONCEPT El CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN CONFORMS TO DESIGN CONCEPT WITH rs ireh =ma REVISIONS NOTED NON-CONFORMING- REVISE AND RESUBMIT c v THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ei NON-CONFORMING-REVISE&RESUBMIT WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE m THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY SI FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN OVER THIS SHOP DRAWING. ,� DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE -4 MEI c PRIORITY OVER THIS SHOP DRAWING. By: Arnold R. Solomon Date: October 2B, 2015 °' By_ Jeremy Pfarr Date 10/16/15 CT ENGINEERING INC MILBRANDT ARCHITECTS