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Plans (157) /fST2o19- epce3, /aedle SOJ 66epsdAA ST LEGEND: •� \ Pacific �'� SS SANITARY SEWER � �•.".� Community CI of Tigard \ f SD STORM DRAIN Design `� g \ �` --"% —w WATER LINE Apr•ved Plans 274.9 _ _ - - �/ 12564 SW Main Street 272.6 � \ � _ _ �'�'� ® # MANHOLE Tigard,OR 97223 By ill Date vi ( `� �' - _ _ --r:--::.---- - .__------------ - . / [TI 503-941-9484 ----- XXso r — — — — / - ■ CATCH BASIN DA 9 019 XX — c ���� _„•_f -� -_ — — — _ — — — -- , i I DATE: REVISIONS/10 z ��-�_ �_ _ — — - - -_1:.=—_:_L- -' -O- STREET LIGHT NO. DATE DESCRIPTION ; _27 i�y,_f� ' 19.95'' =_ = -- '— . —T- - - - - - - 1275 �• ''=�.- — --- — �-' r — __--""- — _ - _ STRAW WATTLE PERIMETER ----. i�2 �J =27.85' — _ Ti, :JEROSION CONTROL 277- 79 -- .- ®;; - r, -! '� FLOW DIRECTION ARROW REVISION j j(�T(� -�-�2 �'"- — =` 'DECK �'� � ""'"'� �► �� V I S"V� _ -- Zea — — - _ ==-;;/� / L,�-= >. A--//,;7/4__," I RECEIVED T 2$� - / ./FF=291.11' -- 1 ��" ,��� "2 3y , ,L i \ STREET SECTION, SEE -'-,',///," / 28 /' �/ 9.00' 218- , i X CONSTRUCTION DOCUMENTS SEP 3 2019 � ; � , — _2g�— 'I I , 4,755 SF CITY OF TIGARD ' BUILDING DIVISION JIB BUILDING: 3DR r� , . FF=291.21 P —217 SETBACK SUMMARY 1 FRONT SETBACK: 12' 219.0 \ I I-; 1 SIDE SETBACK: 3' Eaya1 I f I STREET SIDE SETBACK: 8' 4.00' FRONT PORCH SETBACK: 8' artiCLtlGARAGE I I GARAGE SETBACK: 20' ' . COVERED PATIO SETBACK: 10' N " ' ' REAR SETBACK: 15' . II _ -- - •_ORC �, '- 'cTI L.- 1� -- 1 _ - 21 __k;20.00' r_ _ _ LOT COVERAGE: ��4 _ 25.71' 08 _ _ - _ _ _ �•.,,,, RIVER i_o o� — �.....����+ �4o4.—. 4,755 SF �� �,,�� �_ LOT AREA: 3 �--1 ,� y',�..MrE TERRACE 6.00' / - - � ��� j* �*l �j _ / - _...,. to A, BUILDING FOOTPRINT: 1,569 SF EAST NO. 2 N X PUE, TYP.i �_ =-•�� r;�` 5os'. / ,/��! iV � 1 N1 - •�• 2$9 Atwor .. �/,;(10milmili --�'-- .L1111r;�`..a COVERED PORCH: 39 SF i �__� �✓ 289.0 .�, �.._.�� M , �� COVERED REAR PATIO: 0 SF � 1 ,� �� 5D CANTILEVER LIVING SPACE: 14 SF w -di J / ,u. WATER METER 29p LOT 218 N (1)JUNE SNOW DOGWOOD i SD �� / CORNUS CONTROVERSA rik � B SW BIRDSONG S RT EET — SS PERVIOUS DECK AREA: 274 SF PLOT PLAN SD r �� JUNE SNOW' _ — -4 /, TOTAL COVERAGE: 1,622 SF '�.. SD ! SANITARY LATERAL iirm'A�!` �-"�0. cS -289 ;----- `' �• A /_� 34.1 % _ STORM LATERAL`vAllis�� sNo W .0 , --- >♦y/isay i ' fil.7 firVIIVor 46. IMPERVIOUS AREA a 6- ,, 0 H 2 POLYGON NORTHWEST (503) 221 -1920 CITY OF TIGARD Approved by Planning395-064 O PROJECT NO.: CONSTRUCTION 2 S 1 W6SCALE REVIEWED BY: PRE LOT 218, R-7 (PD), STANDARD pate° (2 �� 10 20 M . -- RIVER TERRACE EAST NO.2 Initials: 1 INCH=20 FEET Z 16690 SW BIRDSONG STREET • ROSEBURG FRAMING SYSTEM' = ; „�,,,,., ,,. PACIFIC LUMBER COPYRIGHT 2014 quality engineered wood products for today's builder These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. .aw..uau,,,m ,I' (I ''' The piano may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI DLAM-LVL RIGI DRI M =Or:. - SOLO SLOGK ALL '°°;;O'„"o"";,, rows .°.”Aaove lo,„, II11; rO eenRi„a eeLOw. Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other °'""""°` „su�LSOUASHeLoc«s product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEHURO FOREST PRODUCTS ROSEBUPG FOREST v¢oouers .IE ,,..rt��.. rEROE,A,L,a MAr H 'I � "���_°° • eEAre�„v AREA ov B�ocKs 9 p 9 9 Copyright 9 \/---„,N..” / _`` copying off up to 1520,infringes work I under the Go ri ht 00 e Infringes face led Willes that include / /e. eeLo�,TO POST ABOVE. penalties of up 520,000 per work infringeQ and 4100,000 per work infringed willfully. •jIIM! iRFPI JolsT CONTRACTOR NOTES: DESIGN NOTES: •_-'••.- 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS "S:E°�c,w.,uw�°bDESIGNED TO MEET OR PL'.�V m„-n�pRLMmbeA-n 2)ALL FOOTINGSSSOTE PERODESIGNER'S PLAN EXCEED THE LIVE LOAD (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI'BLOCKING PANELS WITH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 Inns. 5,5 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL 1 Opsf LIVE LOAD START --- START SHEARWALLS 2psf DEAD LOAD FRAMING FRAMING THIS IS A PLACEMENT PLAN ONLY. SLEEPING AREAS: HERE HERE 0ppsf DLIVA LOAD This layout is to be used in con junction with 1 2 5f DEAD LOAD I I II Architectural/Structural plans.Verify all shear wall blocking placement and connectors. ROOFLOAD/N6: PATIO I I PATIO I Purchaser responsible for approving this 25psf LIVE LOAD II F.,1 - _ ___ ayout prior to any construction. 11psf DEAD LOAD .� J5 I. ,. Js - J2 .i• Ti J5 JS I•I J2 J2 ?t I..9I J7 • S N T \ JFi II 'I J2 I'I ❑ CONFORMS TO DESIGN CONCEPT WITH _,46 J2 12 \ 15 II I J J I;I I;! REVISIONS AS SHOWN 11 II I ❑ NON CONFORMING REVISE AND RESUBMIT 5 �2 . � THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE .Ii WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 12 JO ;"1 II II -- FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE — N. _ I. 'I• I, J DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. R 1 J,I.1 ' 12 J2 . J' 1 By: Arnold A.Solomon Date:Gec.3.2019 I CT ENGINEERING INC J5 IN III J2 J2 I>J IaI J7 \ J i1 1 Jg�J 1 - El CONFORMS TO DESIGN CONCEPT J5 I. \ II J2 - - J2 11 Iii, J5 J5 J2 0 0 12 r r J5 • ❑REVISIONS NOTED CONFORMS TO SIGN CONCEPT WITH J5 II II 12 `0 n0 yJ2 I I'; - ❑NON-CONFORMING-REVISE&RESUBMIT 11�• III- -1 ® ® J? 5-1--- -• III THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE .. J. .I; WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE TH • E J 0 0 FABRICATORNENDOR Of RESPONSBLITV FOR CONFORMANCE WITH DESIGN 5 If! •I I J2 rll R1 T N ry K 1 J2 1'1 H J5 - DRAWINGS SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. ---IF— -, I ,rz--- - LL LL J2 -.—J5 By Rhea Galvezo Date 12/3/18 R-i 1. r r--B-1 -- K K __— _. Bi- --- R 1 dinifi ry ry �'1 I;� • 11 J4 MILBRANDT ARCHITECTS 13 • J3 Nil_ -.#3-1 _ B 1 J R I I. J3 J3 rI Te t _. J4 -II J3 - J9 01 )3 \ - J3I-- , it \ II 1I Ji \� J2 6 !I 131J2 - J2 .151 PORCH „ J2 >\ J2 _ PORCH 7 r�,� 'r [ L \ I J IMPORTANT! REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 14— 1 2 1 (MAIN) 1 6”O.G. POLYGON 3D LEGEND: Mrk• Material Width Depth tirade Qty Gut Lth Tot Lth PaciINfi . umber R1 OSB Rim 1 9 1/2 9 16 144 HO—=HANGER GALLOUT -11 RFPI-20 1 3/4 9 1/2 2 2 4 ® J2 RFPI-2o 1 3/4 9 1/2 21 12 252 MAIN FLOOR JOIST LAYOUT =SUPPORTING POST J3 RFPI-20 1 3/4 9 1/2 9 15 162 pp COMPANY =POST LOAD ABOVE J4 RFPI-20 1 3/4 9 1/2 3 8 24 SCALE: 1/4"= 1'-O” Ot TRUSS J5 RFPI-20 1 3/4 9 1/2 11 25 416 R =RIMBOARD B1 RigidLam LVL 1 3/4 9 1/2 1.5E 5 - 1 2 60 5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)555-9663 LB -LVL BLOCKING 52 RigidLam LVL 1 3/4 9 1/2 1.5E 1 14 14 PLAN DESCRIPTION/NUMBER: 3D JB =JOIST BLOCKING JB 1 BLKG RFPI-20 1 3/4 9 1/2 30 3 90 CUSTOMER: POLYGON J -JOIST GALLOUT Accessories PLAN DATED: 3/1 1/1 4 B =BEAM(FLUSH w/JOIST) H1 I TH0 11950-or-ITT9.5 6 DESIGNER: KAKI L HENDERSON DATE: 5/30/1 1 NOR -HEADER(BEAM BELOW JOIST) 1350=BEAM BY OTHERS - 2 1 (MAIN) SHEET: 1 of 1 • POLYGON 3D PL14-121 UP 4/21/2014 14"OPEN WEB JOIST @ 19.2" O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE , Products 01, RMS ,, 5-00-12 1 PIotID Length Product Plies Net Qty '� RM1 43-00-00x 4 Rim oar RM1 41-00-00 1"x 14"APA Rim Board 1 1 - • i• • I'Ril I'I I RM1 37-00-00 1"x 14"APA Rim Board 1 1 (III 1 RM1 11-00-00 1"x 14"APA Rim Board 1 1 RM1 5-00-00 1"x 14"APA Rim Board 1 1 RM1 4-00-00 1"x 14"APA Rim Board 1 1 BM1 20-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 :BBB:KKK 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM19 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1-3/4x14 1 1 I BM20 12-00 00 1.5 RigidLam LVL 9 j j BK1 10 00 00 1.5 RigidLam LVL 1 3/4 x 14 1 2 BK1 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 11BK14-00 001.5RigidLamLVL1-3/4x14113 1 A. A '.. BM22 5-00-00 2.0 RigidLam LVL 3-1/2 x 9-1/2 1 1 . I '11 05 ISD , BM3 20-00-00 7 X 14 BIG BEAM 1 1 ®,1 hI•- - BM5 15-00-00 3-1/2 X 14 BIG BEAM 1 1 IZE IBM8I43 II y- iso ) Jr- __ _ Ltl'ill . . BM10 14-00-00 3-1/2 X 14 BIG BEAM 1 1 R1.1 1 III �' BM4 13-00-00 5-1/2 X 14 BIG BEAM 1 1 BM7 12-00-00 3-1/2 X 14 BIG BEAM 1 1 BM21 11-00-00 3-1/2 X 14 BIG BEAM 1 1 BM9 9-00-00 3-1/2 X 14 BIG BEAM 1 1 RM1 E� BM2 8-00-00 3-1/2 X 14 BIG BEAMBM11 1 ��� � II I� BM8 7-00-00 3-1/2 X 14 BIG BEAM 1 6-00-00 3-1/2 X 14 BIG BEAM 1 1 11 1...., ,I o l'il FLOOR LOADING 1 a•, I- I__ ���1 ���� •l - - I �� SKI-BLOCKING 40 LL RMl=RIM BOARD 15 DL —a I I I I.m' I�I rl LTuI"1 1, 1 I- 5 11-0IU I ' ACCESSORIES QTY • B TH017140-2 60 1 O 1 _. ' •.. Q HUC412 2 I I 1 1 1 1 X 14 OSB RIM FOR SHEAR BLOCKING 19' I �- �, I I © HGU5410 1 I _ _ T- SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN ^IBM7( LL I I 18M211^ REFER TO STRUCTURAL PLAN FOR ADDITIONAL 3 AO _ BK' I- IBMJ 3 -00 -`F'- POST TRANSFER BLOCKING 1111 ��- - 1 AND SHEAR BLOCKING REQUIREMENTS. cL s - - -' - -e--®-- BM5 I HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. B (FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA( WHERE PLATE NAILING AT SHEARWALL ABOVE EXCEEDS ONE _ ROW,PROVIDE ADD'L BLOCKING OR I WIDER RIM MATERIAL AS REQ'D. ❑ CONFORMS TO DESIGN CONCEPT JOIST WITH RIM 24x36 SHEET) SCALE: 1/4" = P-0" ® CONFORMS TO DESIGN CONCEPT WITH ( REVISIONS AS SHOWN ®CONRORMG TOUESHiS CONCEPT ❑ NON-CONFORMING-REVISE AND RESUBMIT 0=sNmE"G"C" THIS SHOP DRAWING HAS BEEN RESIDED FOR GERM CONFCRAANCE 0 NON-coxtoRnn Nc net RESUBMIT WITH THE R,VENN CONCEPT AND TES NOT RELIEVE TEE Pae�fi umber FABRICATOR, OF RESPONSIBILITY FOR CONFONNGNCE KITH THE DESIGN DRAWINGS AND SPECIFICATIONS ATIONS ALL OF REICH HAVE PRIORITY 1 , RAW OVER THIS SHOP DING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. III DAIS:September I9.2014 & T R U S S C O M P A N Y MiLERANOT ARCHITECTS CT ENGINEERING INC ❑X CONFORMS TO DESIGN CONCEPT ® CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED REVISIONS AS SHOWN o NON-CONFORMING-REVISE&RESUBMIT ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 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 - M FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGNFABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE �N DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE %.ALL o DESIGN DRAWINGS AND SPECIFICATION / T By Rhea Galvezo Date 1/25/19 PRIORITY OVER THIS SHOP DRAWING. S OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. N By: Arnold A.Solomon Date:Jan.OA 2019 N MILBRANDT ARCHITECTS CT ENGINEERING INC / s AR N 4 : 12A NI Ns J1 trA J1 CJ2 N 1 \ , J2 CJ3 \ J3 CJ4 o J4 CJ5 \N J5 6 : 12 , CJ6 \ A J6 J7 J7 J8, i I3 e J8 J9 - • . J9 Q 4 1i.1411! MIN i.i 0;INV1 4 J9 J8 — J7 _ a < g / * / J7 • J6J6 J5 /14\1\ , , J5 J4 I J4 J31 1.. J3 J2 J2 J1 I$ •: 1¢ 1C •: 1 J1 ALL A TO B1 , , TRUSSES1. SJ3 Age 12SJ 10 : 12 1� SJ3 USE HUS26 `� 6 - M • AR ALL OTHER A•••• cv ch ch �,p HANGERS LU 24 a2 °2 222 2 2 °" 11'-0" 15'-0" 11'-0" (ARl4G 3T-0" ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 12/14/18 PLACEMENT SCALCULATIONS AND n ENGINEERED STRUCTURAL M 6t PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER 3-D PATIO -NH- INFORMATION.BUILDING am ' umber DESIGNER/ENGINEER OF RECORD w RESPONSIBLE FOR ALL NON-TRUSS PLAN: DRAWN BY: REVISION-2: TO TRUSS CONNECTIONS.BUILDING ��— DESIGNEFt/ENGINEER OF RECORD TO 3d NH PATIO / DIYIaHECKED BY: REVIEW AND APPROVE OF ALL Q, TRUSS R s'�i COMPANY DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. VC 1/8" = 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.