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Plans (85) MS--V-i '''s ' c{G , �cl Sc S+-. LEGEND: SANITARY SEWER Pacific Community L d I ( I I Sy STORM DRAIN Design s, 1 _..I . — ,- — — — —W WATER LINE , r� 12564 SW Main Street 309.9 311.2 MANHOLE Tigard,OR 97223 [T]503-941-9484 . 42.0 CATCH BASIN ::+� � � .-aw^s=x.:c,.,.. �.. �.��-.�.....-moufm•.,.. ���I`�� �Ywi3ii:�i'�.m� ,,,"'Sr:, DATE: 7/20/2017 l -' '_- `� REVISIONS \ /f __.-- NO. DATE DESCRIPTION I \ , \. I I t STREET LIGHT ] ‘,, `‘ \ — — t 29.75' Ij' —a� I ' STRAW WATTLE PERIMETER 37.74 EROSION CONTROL ' I �.0.• FLOW DIRECTION ARROW Ti04 I � STREET SECTION, SEE ` i o 0 1CONSTRUCTION DOCUMENTS 1 11 ti 1014.00' I 1,14,200 SF ' ,I SETBACK SUMMARY IJ ' I FRONT SETBACK: 12' 102 BUILDING: 3410B 0 100 o I I I SIDE SETBACK: 3' FF=310.71 E ',, i I I; STREET SIDE SETBACK: 8' I o ' t I FRONT GARAGE SETBACK: 20' ,' \ 4.00' , L , I I FRONT PORCH SETBACK: 8' N. 1 I� ' REAR SETBACK: 15' NIII � ;� I REAR COVERED PATIO SETBACK: 10' � il 1 GARAGE , .. If ' I I I _ LOT COVERAGE: w I,ES 6.00' r t- I, -t=-==l'f I RIVER 2 iPU1E, TYP: 1 \ PORCH t — 4 I I— -- I LOT AREA: 4,200 SF TERRACE i 1 20.00' ; .�� of o �r it kfr 308.3 309.2 BUILDING FOOTPRINT: 1,443 SF EAST _ _ _ r I��" IVm° 42 , , / _ 'g \ Z IIIIIkk oo o ` 'r Orr 1 f COVERED PORCH: 140 SF = ami ��� � 0' .9 o ,'dj (I I COVERED REAR PATIO: 0 SF 6 oo 0` , �► r.... o t I CANTILEVER LIVING SPACE: 0 SF __ WATER METER ,� IIIMI (1) ROHANI EUROPEAN f SS —. .I BEECH / FAGUS = 101 SYLVATICA'ROHANII' DECK AREA: 0 SF / � SANITARY PLOT PLAN Li_ B "' ``` LATERAL 1 �l SD- _____._._1 SI) ._ 0 _ _ cp / SOI TOTAL COVERAGE: 1,583 SF SW BIRDSONG STREET " STORM LATERAL —.� _..... vv — ;1` \ 1;'-� - _ w :�/--�� 37.7 % f 'Q 1 O� /' ;p9l 0q�lIliMil `I——71 7- `• --' `^ ;r r,' IMPERVIOUS AREA: 2,219 SF U -1- o °' CITY OF TIGARD POLYGON NORTHWEST (503) 221 -1920 Approved by (7) Panning PROJECT NO.: 395-041 2S1W6 Date. ` • TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE 9 LOT 101 (R-7, MEDIUM) Initials: ,D 20 1 ca RIVER TERRACE EAST 0 z a 16899 SW BIRDSONG STREET 1INCH=20 FEET ROSEBURG FRAMING SYSTEM'" a ^m ;, � PACIFIC LUMBER COPYRIGHT 2014 N - n quality engineered wood products for today's builder ^°°^° These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. The plans maynot be re-used or copied,in whole or part,without written permission from Pacific Lumber � ,,, ,` i,u /II II ��j Comany,whih retains copyrights to,and ownershiof the plans.Use of tese plans by any other RIGIDLAM LVL RIGIDRIM- wuve�ocKnu a, rose rRon neove R,„^ ro eenawe ee�an ,,,,n 'j - -,,Ilio �ws,���sooAswe�ooK5 product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODUCTS ROPERUR16laN1ESr PROWCR \'� '"""°a" ___`` ' e copying of these to plans,infringes per works(ring ddCopyright 100Act.er work face ed liabilities that Include GV// / s�orvrorosr Aeove. penalties of up $20.000 per work infringed.and$100,000 per work InfringeQ willfully. RFPI Jolsr /II�� ROSEBURG FOREST PRODUCTS - ,e �: CONTRACTOR NOTES: DESIGN „^,„,,, 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS �'°�” :am oaw^,gid^.,n«,w 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR „n",�"dH .,� .,.... (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 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 N.TS. N.T.S. 4)USE CAUTION WHEN CUTTING FLOOR LORD/NG: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD - SHEAR W ALLS SLEEP/NG AREAS: THIS/5,4 PLACEMENT PLAN ONLY 3Opsf 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: 1------ ____ Purchaser responsible for approving this 25psf LIVE LOAD � i ,ayout prior to any construction. 11psf DEAD LOAD 1 PATIO I i PATIO 1 11 R1 —_J . 51 R1 1 Si j " I' ` I', .I . i 10-3 10_6„ 13-3 3- 10-6 10,-3„ • ¢_ Ill I _ iIi' ® CONFORMS TO DESIGN CONCEPT I _ II I, _ ❑ CONFORMS TO DESIGN CONCEPT WITH I�..-..... I i I _ 'I I REVISIONS AS SHOWN I_ 1 �- I' I'I ❑ NON CONFORMING REVISE AND RESUBMIT I� IL� 11 I TNIS SHOP NG HAS BEEN REVIEWED FOR GENERAL ETRE CONFORMANCE R 1 I I I�1' I R 1 YYITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE J��1 J���1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE II I I I DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY I ` OVER THIS SHOP DRAWING. ■ I - ■i .I I By: Arnold A.Solomon Date:October 28,2015 IS I- I !1 CT ENGINEERING INC I I, IIW �II IIMEI OH I - IW ❑X CONFORMS TO DESIGN CONCEPT 1/45. iiO. O ( _ I;. ® IR 1 Si ! O-_ 9�1 = O D CONFORMS REVISIONS TO DESIGN CONCEPT WITH - ED - I -,=------,,-,--------------------43-1- 1L 4 1 _ I - li _�I_: _ Ing'.�('„-. .,.nN'.: _Ani ^'cn,....� _ __ _ I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE o lV R1 II I': __�_�II R 1 (y WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVETTHEG _ -, _ 1 I FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN LI- DRAWINGS,SPECFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE p IL PRIORITY OVER THIS SHOP DRAWING, CEIL N I J2 i' _ w By Jeremy Pfarr Date 10/16/15 MILBRANDT ARCHITECTS J.2_....._________ 1' ® -J2fr — '' J211 ki ' 42 'I' J2 R1; 42 I' d3 : 51 J2 ■ I AM • illr START �� II I e� START I � FRAMING 111 I _ FRAMING �� - HERE III I J1 / HERE I PORCH PORGH IMPORTANT./ • REFERENGE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 1 5-355 (MAIN) LEGEND: POLYGON POLYGON 3410 BD(NEW) �� wk.*,1Material Width3/4 Depth Grade tatty Out Lth Tot Lth Pac�fi umber ( H }—-HANGER GALLOUT JB 1 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 ®/ 51 058 Rim 1 9 1/2 10 16 160 & -SUPPORTING POST J1 RFPI-20 1 3/4 9 1/2 5 6 30 TRUSS COMPANY ® -POST LOAD ABOVE J2 RFPI-20 1 3/4 9 1/2 12 14 168 .J3 RFPI-20 1 3/4 9 1/2 16 34 544 R -RIMBOARD J4 RFPI-20 1 3/4 9 1/2 2 2 4 MAIN FLOOR JOIST LAYOUT 10515 5W ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-P663 LB -LVL BLOCKING J5 RFPI-20 1 3/4 9 1/2 1 12 12 SCALE: 1/4”- 1'-O" PLAN DESCRIPTION/NUMBER: POLYGON 34 1 O BD(NEW) 18 -JOIST BLOCKING J6 RFPI-20 1 3/4 9 1/2 1 22 22 B 1 RigidLam LVL 1 3/4 9 1/2 1.5E 2 14 28 CUSTOMER: POLYGON J -JOIST GALLOUT PLAN DATED: 10/2 1/15 5 -BEAM(FLUSH w/JOIST) Accessories HPR -HEADER(BEAM BELOW JOIST) H1 ITHO 1'1950-or-ITT9.5 5 DESIGNER: KAMI L.HENDER5ON DATE: 1 0/21/1 5 550-BEAM BY OTHERS PL 1 5—3 5 5 (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 o0 START 19.2"O.C.HERE > a THIS AREA 1S"O.C. RM1 34-00-00 1"x 14"APA Rim Board 1 1 o RM1 24-00-00 1"x 14"APA Rim Board 1 1 1� ....- ..•., RM1 12-00-00 1"x 14"APA Rim Board 1 1 13-01-00 • - k RM1 RM1 9-00-00 1"x 14"APA Rim Board 1 1 MOVE JOISTS +1- 411 TO RM1 3-00-00 1"x 14"APA Rim Board 1 1 AVOID PLUMBING I -0 p�� BK1 19-00-00 1.5 RigidLam LVL 1-314x 14 1 1BM9 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 I' ill 1 BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 N1NI 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 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ® CONFORMS TO DESIGN CONCEPT I - LL BM3 s-00-o0 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 11 n CONFORMS TO DESIGN CONCEPT WITH _ _ - ''� BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 REVISIONS AS SHOWN BM15 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM7 21-00-00 3-1/2 X 14 BIG BEAM 1 1 n NON CONFORMING-REVISE AND RESUBMIT A BM6 z1-oo-00 5-112 X 16 BIG BEAM 1 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCEWITH THE DESIGN BM5 15-00-00 3-1/2 X 14 BIG BEAM 1 1 FABRICATORIVENDOROOFEPT ONLY AND RESPONSIBILITYES NOT RELIEVE FOR CONFORMANCEHE WITH THE ,(�� ,�• BM13 3-00-00 BB01 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY �L"' .� OVER THIS SHOP DRAWING. y 1IMRE�1�g� WIMP P I� JBM2O ACCESSORIES QTY By: Arnold R. Solomon Date: October 28, 2015 F' 111111111111111111116111.11 p• m A OA THo171ao-z 36 RM1 @ HUCQ1.81/11 3 CT ENGINEERING INC ij■�iLII o I , - A I- - 1x14 OSB RIM FOR SHEAR BLOCKING 28' BM3 �- IBM1 © TFL1714 1 0 CONFORMS TO DESIGN CONCEPT A BK1=BLOCKING FLOOR LOADING LI CONFORMS TO DESIGN CONCEPT WITH 1 I RM1=RIM BOARD 40 LL REVISIONS NOTED I 15 DL 1IBM3I REFER TO STRUCTURAL PLAN FOR ADDITIONAL _ p NON-CONFORMING—REVISE&RESUBMIT — r " POST TRANSFER BLOCKING THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE u I Mill AND SHEAR BLOCKING REQUIREMENTS. WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ' I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN MI DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE �II SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I PRIORITY OVER THIS SHOP DRAWING. By Jeremy Pfarr Date 10/16/15 fmI FLOOR DESIGNED TO MEET OR EXCEED 11480 DEFLECTION CRITERIA I f _ , i�RiMILBRANDT ARCHITECTS ' ( ® �a :II ®l iuI '`' IIIm N I M �I-1i NPAW R m IBM7J BM9 _ 4 ODE JOIST Q OR PLUMBING III `!I:`--`L `I I mow DO NOT: Loosen, remove,cut or notch any part of the open web joist. Pack umber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET & TRUSS COMPANY SHEET 2 OF 2 o m w C W � WO -0rC'- m -% Wim` QM a. o o r" • 0 o6 W1G) m y � o m Q Z 52-5 N Z 10'-r r. 1 3v4• P. _ 13'51 xi m a o� E1 - 1, , o oI. • c -tea m< II !2 (6) N m 2) m m m m 0 .. D < < < c V — cf) cn co m o. 0 0 0 -1 0 z z z , „ cocy) .• la a OR I w N Nm -r . 1 r " :' m 000% C o. m mmCW 0o < nmco 0 . Qz- cwmm(oz *Gcoo,* (,)-mo-Zm Ira >moO OzZpWmKOmOmz mO zmO-Imm -.1 d �Dzzp-pOOnpo Ommoxmz wrz< o CD a' p7:1717.1DmmD-10 zoozrcr ?{m N_ n (ir •0Oszq TOca p 'lOmcmp , 0lr NpC- J 0 N ‘G , x ^ Do jO 7 80 CD 0 0 1,1 Q PG iikik12 6 E a 133 3XI 2 .. . . , _, c • e • v� V m m 0 1S'-0' 3g ® CONFORMS TO DESIGN CONCEPT .� LJ CONFORMS TO DESIGN CONCEPT W H REVISIONS AS SHOWN to ❑X CONFORMS TO DESIGN CONCEPT ❑ NON-CONFORMING - REVISE AND RESUBMIT o rt 3 30 CONFORMS TO DESIGN CONCEPT WITH THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE c1 ❑ REVISIONS NOTED FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE -p Cr 7. y ® NON CONFORMING-REVISE&RESUBMIT DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY P THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE OVER THIS SHOP DRAWING. Z c WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE By: Arnold R. Solomon Date: October 28, 2015 m DRAWINGS,S,R SPECIFICATIONS,ANNENDOR OF ND APPLICABLE CODES,NSIBILITY FOR ALL OF WHICH CE WITH DESIGN HAVE CT ENGINEERING INC PRIORITY OVER THIS SHOP DRAWING. By Jeremy Pfarr Date 10/16/15 MILBRANDT ARCHITECTS