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Plans (143) i ,-7oc suJ etROSOK-C, 6r M5TZ.0t1,-®cagy , LEGEND: 00.0000.4%,41010.r/ 4 ° 1 8.00' u —1 — —ss SANITARY SEWER Pacific Community 1 �PUE, TYP. —SD STORM DRAIN Design 299.8 296.0 —W WATER LINE c ' .� 12564 SW Man Street fl ® MANHOLE Tigard,OR 97223 4 50.0 •olieSisSor►owl CATCH BASIN [T]503-941-9484 0 RIVER TERRAC( r DATE: 02iO4i2019 a EAST _- -- — _-7- .24 I REVISIONS — — �_ -'"— 3' -�r '' NO. DATE DESCRIPTION Lu TRACT'E' V___ _—r — ��Z4i —*— STREET LIGHT • 0 Q Qa ,_ `- y 27.90' r� I STRAW WATTLE PERIMETER U 4 e �— — — 35.90' I 0 EROSION CONTROL g a / I plo. FLOW DIRECTION ARROW C 8 % Vit- 1 L.11V I A e ^i STREET SECTION, SEE } 0 CONSTRUCTION DOCUMENTS • j_ Al I �' i I 243 2 I I 1 244 J./ 9.00' f : ° I 4,907 SF I SUMMARY v, 1 > SETBACK I FRONT SETBACK: 12' I - I BUILDING: 34136 0` 1 I SIDE SETBACK: 3' I FF-291.61 • a ( I � STREET SIDE SETBACK: 8' d I / FRONT PORCH SETBACK: 8' 3I j / GARAGE SETBACK: 20' a / I I — 7.00' COVERED PATIO SETBACK: 10' lb-- / / ( I GARAGE REAR SETBACK: 15' CV 1111.11114, :245- � oo ----le � / _ - LOT COVERAGE:a PUEP /i ► ` PORCH3 �__ — RIVER N o , 'i.>.- �_ LOT AREA: 4,907 SF I �,. W _ 244 �� �� ���� 20 ob___ _ 14.s4' _ — --II-1 TERRACE x I V11,7 VISION . -r �. 8.74' _� �r�/ , BUILDING FOOTPRINT: 1,469 SF 3 CLEARANCE Nr• �,► 4411111.1m-___,�,, .� �''' Ahab, EAST NO. 2 N • X24 \ ie TRIANGLE `' .%l� ' j'�,1�' '��� �- .. '\ 4.1290 4 Api►� ..if 289.5 �t!� ,/ COVERED PORCH: 150 SF v ' ric/ illir �� <���� ����� 2�°�vrr--"�~ ��� COVERED REAR PATIO: 0 SF 197, f \ \_ 'f SANITARY LATERAL w SS , 55 WATER METER SSCS -+�i""rr�`I CANTILEVER LIVING SPACE: 0 SF LOT 244 Q ' _ _-- 29o� STORM LATERAL DECK AREA: 0 SF PLOT PLAN (B) SW BIRDSONG STREET (1) JUNE SNOW DOGWOOD cp 4111 OS a„ CORNUS CONTROVERSA TOTAL COVERAGE: 1,619 SF 0.cn OS q5 � A� 11 'JUNE SNOW' 33.0 % .0111 o --, illip iiMmi,1111be_ -------------,, figit . I�I or // '� IMPERVIOUS AREA: 2,244 SF "5 PIAI 7-71U -4- c) g 2 POLYGON NORTHWEST (503) 221 -1920 CITY OF TIGARD PROJECT NO.: 395-064 0. 2S 1 W6 TYPE: CONSTRUCTION Approved by Planning SCALE REVIEWED BY: PRE NOLo LOT 244, R-4.5 (PD), STANDARD Date: 3-6~L9 10 20 co _ RIVER TERRACE EAST NO.2 Initials: SC. _ �C SBO SW BIRDSONG STREET 1 INCH=20 FEET • PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM`" «- i quality engineered wood products for today s builder _ These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. FwuW ;a ,I� II 45" SOUP BLOCK ALL POSTS PROM ABOVE The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber RIGI DLAM LVL RI GI DRI M' Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other �/1� Gs ��^rdl, III product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or NOSEeutp FOREST PRODUCTS ROSEBURG FOREST PRODUCTS ,I V ..woo MARINE.AREA OFMon TO O copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include �i` / `�41111 .111 - penalties of up Co 420,000 per work Infringed,and$100,000 per work infringed willfully. j �� III! �RFPI JOIST "�. !�� I0r ._ CONTRACTOR NOTES: PES/6N NOTES: •• ^^ 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ^•w:-w^ ^•�••�� 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR "-"•""v"��.�c•-^•^ •"�' (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFFiWLocicb+GPANELs AIrH BEARING HALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 rv.rs. N.rs. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE VE LLOAD 1 2psf DEAD LOAD SHEARWALLS r Opwf LIVE THIS ISA PLACEMENT PLAN ONLY. 0p5f VAREAS: E 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 ROOPLOAD/N6: PATIO --'1I--- PATIO Purchaser responsible for approving this 25psf LIVE LOAD I I ayout prior to any construction. 11psf DEAD LOAD - I I 1. I 1 ______J_ _.1 . 1 -_. -h_. R1 _ R1 _ 1 1 R1 10'-3" 10'-6" J2- I - -13'-3' 134'-O" ll 10 3' • _ __ _ — y _ _ J2 I / 11 -12 l J J3 11 = I �')' I PL 1 5-400(MAIN) d J2 'I --+ - J2 =-I•I -- - POLYGON 3413ABD(NErN) J2 `y JO I Mrk• Material Width Depth Grade Qty Gut Lth Tot Lth - `�I JB1 BLKG RFPI-20 3/4 1/2 20 3 60 R1 1 ,_ Jfa1 - JCpi J2 -I':"1 / �1 R1 OSB Rim 1/2 9 ib 144 r1l I I / J1 RFPI-20 3/4 1/2 12 14 165 J J2 = J2 = J2 RFPI 20 3/4 1/2 6 34 544 J3 RFPI-20 3/4 1/2 5 6 30 I, J2 t - _ { 'II -.._ = J4 RFPI-20 3/4 1/2 2 2 4 F1�1, l JS RFPI-20 3/4 1/2 1 32 32 Rd J2 = J -:-1'1 - = 51 RigiAS.am LVL 3/4 1/2 1.5E 3 14 42 J2 •e - y J2 'I -._ - B2 BIG BEAM 3 1/2 1/2 2.1E 1 6 6 i • _ 0 0 .1.it J2 • C _ = AccaaaoNea H1 ITHO17950-Or-ITT9.5 5 __ l J -t3-� _R1 e R1 J +�-1— y \ Ii . -. , R 1 J5. J2 B 1 a_= o o 11ol CI J4 1 s 1 1. ® CONFORMS TO DESIGN CONCEPT _-_: 61 ®1 LL I J t® iii CONFORMS TO DESIGN CONCEPT WITH Si I K K REVISIONS AS SHOWN ry ry ❑ NON-CONFORMING-REVISE AND RESUBMIT J1 i N J1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE J1 dr P - 71 -, WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE J1 J1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. R 1 J 1 - R1 By: Arnold R.Solomon Date.December 3,2015 J1 J1 CT ENGINEERING INC J1 ._ CONFORMS TO DESIGN CONCEPT J 1 JI ❑`:s:on s Ho ouu:Osan.wrm J1 ."I El"o"-co"FOAMS"c-mev�se a RESUBMIT J1 J1 ev Air. nvil w—,L - o.�e a Si - _ J1 MILBRANDT ARCHITECTS J3 ..- I I I J01 J01 I I g)' -1.3 3 IMPORTANT/ REFERENCE INSTALLATION START START / UIP FOR ALL FRAMING 1 FRAMING FRAMING I DETAILS AND I-JOIST INFORMATION PORCH 1 HERE HERE i PORCH LEGEND: PacifidLumber 0._.HANGER CALLOUT ® -SUPPORTING POST & TRUSS C 0 M PA NY ® -POST LOAD ABOVE R -RIMBOARD 10515 Sw ALLEN BLVD BEAVERTON,OREGON 9'1005 (503)655-9663 LB -LVL BLOCKING PLAN DESCRIPTION/NUMBER: 3413 ASP(NEW) JB -JOIST BLOCKING CUSTOMER: POLYGON J -JOIST CALLOUT PLAN DATED: 1 1/23/1 5 B -BEAM(FLUSH W/JOIST) DESIGNER: KAM/L HENDERSON PATE: 1 1/21/15 NDR =HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT 5130-BEAM BY OTHERS SCALE: 1/4"- 1'-0" PL 1 5-400 (MAIN) SHEET: 1 of 2 POLYGON 3413 BD(NEW) 14"OPEN WEB JOIST @ 19.2"O.C. PL15-399 UPPER 11/27/2015 MOVE JOISTS +1- 4" TO AVOID PLUMBING Products 4 4 PIotID Length Product Plies Net Qty 4 4 9-05-00 START FRAMING HERE RM1 42-00-00 1"x 14"APA Rim Board 1 1 RM1 34-00-00 1"x 14"APA Rim Board 1 1 IRM1I RM1 22-00-00 1"x 14"APA Rim Board 1 1 ® CONFORMS TO DESIGN CONCEPT 1 RM1 8-00-00 1"x 14"APA Rim Board 1 1 ❑ HVAC RUN a 1 RM1 7-00-00 1"x 14"APA Rim Board 1 1 CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN RM1 3-00-00 1"x 14"APA Rim Board 1 2 111 NON-CONFORMING-REVISE AND RESUBMIT BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 • 0 0 , • o •, • J > b BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE y BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE y g I FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 1 I BM16 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY ;I N N N N N N N N N N r r m ! BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 OVER THIS SHOP DRAWING. 0 0 0 0 0 0 0 0 0 0 LL LL LL LL LL LL LL LL LL LL LL U- U 0 0 0 0 0 0 0 0 12 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 By: Arnold R. Solomon Date: December 3, 2015 LL LL LL LL LL LL LL LL a. CT ENGINEERING INC @ BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 °=�o,Eo�'""""'=W BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 II BM3 21-00-00 BBO1 1 1 '`'. . 11 ,go.00 I ' BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 MILBRANDT ARCHITECTS IL , ___c_ _ ;:M1j, d -0 ='M.1 I ,. A 11 0 3 00-01 lI/ I r• =mm�„ II _0111 ®iiI•!U_ , ?3-0E-14-7 O ACCESSORIES QTY —' IllB IRM1 A® THO17140-2 44 I1 it © HUCQ1.81/11 5 HVAC RUN RR H C 1x14 OSB RIM FOR SHEAR BLOCKING 25' 1 • o • "� i it r - - '•='' ') -- ' .: -='„.”" FLOOR I OADINC', � +� - .. �� II BK1=BLOCKING C O O O O',O O O O 0 • ' _� RMS.RIM BOARD 40 LL LL LL 'LL LL LL,LL LL li LL TI M N 15 DL LL o LL BL o v :v v IRM1I LL I. loi U- ILL - REFER TO STRUCTURAL PLAN FOR ADDITIONAL , L rn POST TRANSFER BLOCKING m coM AND SHEAR BLOCKING REQUIREMENTS. I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I II I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I II A M2 -_. - I _ BK1 _ -- FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA -y $K-1 � - P B 1 1 !BM6 4 �� �'T� JJL- i o q 1 1BM161 3 -14 \I: II -�- -•saw--..-�c� A��II —IBM3r RM1 IBM61 /' _ 6-08-00 4 - e I=`_ Pacifi [uiiiber 4 4 � <START FRAMING HERE & TRUSS \ COMPANY DO NOT: Loosen,remove,cut or notch any part of the open web joist. _ 3 JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET SHEET 2 OF 2 ..` 0 CONFORMS TO DESIGN CONCEPT s0 CONFORMS TO DESIGN CONCEPT WITH PIO ti 1 It REVISIONS NOTED -r NON-CONFORMING—REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE / WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. Byrig rill.(141 . q ri #11111 Rhea Galvezo Date 1/24/19 ^ '3 g MILBRANDT ARCHITECTS ■ a . . ■ Sall t Sill SJ2 3:tz . SASA tio �O CI i1 le fP° , C / l: 41 11 e. 12 T 6.12 IXe:1z ��? 0. 12 (4)C2X iF h clig7 .imili• e:12 1 ,1 • :1 :,.. X #r 0: 12 Pi ill must. el ,v. ,. ti•mid, sJ� ■ Aor : 0 , . 11 sinAl Sin 1 V, e pa a 1 . -i= —'- a,, i' WIT •i ,.._ rs IL,„ __._ b ,„,L9 SA .- QAitA�E LEFT SJ1 8 ' ® CONFORMS TO DEIGN CONCEPT ❑ CONFORMS TO DEIGN CONCEPT WI H REVISIONS AS SFeWN LI NON-CONFORMING-REVISE AND RE;OMIT #1° 1: 2/ SW% q qr.. TIIH SHOP ESIGING HAS BEEN YEVIDWDD FOR GENERAL OTHEAMANCF WITH THE DESIGN CONCEPT ONLY AND DOES NOT AELIEV THE a. FABRICATOR/VENDOR OF RESPONSIBILITY FOR MA CE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OFFWHICH SAVE PRIORITY ISHO Bya 4 EA THArnoldPR. Solomon CT ENGINEERING INC Date: Jan 24, 2019 1- 12'4' 1 '7 II. ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 01/24/19 1 PLACEMENT ONLY.REFER TO TRUSS CALCULATIONS AND ENGINEERED STRUCTURAL °.1: PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER INFORMATION.LEFORBUILDINGO Pacifi 3413-B AGSE PATIO DESIGNER/ENGINEER OF RECORD RESPONSIBLE FOR ALL NON-TRUSS PLAN: DRAWNCBY: REVISION-2: TO TRUSS CONNECTIONS.BUILDING '%a 3413 / B AGSE-B-AG EXED BY: DESIGNER/ENGINEER OF RECORD TO REVIEW AND APPROVE OF ALL TRUSS COMPANY DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. 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. a -----