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Plans MS---c— c \ - CI LEGEND:S\Ar'' ----25k". (2-(4C1(Y3 CL-1-: ..1°..64 \we...../ ss SANITARY SEWER Pacific Community Y ti STORM DRAIN y Design Lam- — - I �— — �— — "— , — " — = — —w WATER LINE ; l 12564 SW Main Street i 309.0 ;' 305.6non MANHOLE Tigard,OR 97223 i i IT]503-941-9484 ' 50.0' BASIN CATCH -- =— .� �� Jnr-- w. +i.���.m..�������� DATE ��"""��— � ��+d 7/20/2017 N / — - REVISIONS I / :1 1 NO. DATE DESCRIPTION _ _ STREET LIGHT I ^� 27.00' Lam" { -�' I ' — STRAW WATTLE PERIMETER `` �' 35.00' )� EROSION CONTROL I / i �� FLOW DIRECTION ARROW L t ° _- -- _-. °1 I } FO Tod M I (1 1 r y` I (;; ;'` r `' STREET SECTION, SEE I r _ , ------- II- t Co – CONSTRUCTION DOCUMENTS 0 /II 4.79' 1� -- ;5,0005F 1"1 , / 1 ' SETBACK SUMMARY , I j f, 9 i o „ BUILDING: 5A , i %LI: FRONT SETBACK: 12' _ o //� FF307.51 : / , 97 SIDE SETBACK: 3' / 1 1 1 STREET SIDE SETBACK: 8' E ; ° FRONT GARAGE SETBACK: 20' co I 1 r,' o ; - "I{, 5.21' FRONT PORCH SETBACK: 8' / : I `1 REAR SETBACK: 15' GARAGE I, o I I ; I �� I REAR COVERED PATIO SETBACK: 10' 1 3 N �' - , I: I I; CO I 1d < _ / i _ 6.00' 1 P CH— �- v I —` — LOT COVERAGE: L 3 L1=' I PUE, TYP. jLU 1-_ J j I, _1--- RIVER N _,,Y° °' I �-- ' I _ — LOT AREA: 5,000 SF � � i ; 20.00' 18.00' ; TERRACE _ _ /.._ _— =305.8 ;' _ =ter--- 15.21 1 _ - 1 — o l 302.4 1 -,- BUILDING FOOTPRINT: 1,814 SF 4 t �--/- AST s. 1 oo /z �, s_ — --. t .1 '41 f ;' 50.0' ! r t f COVERED ° " ...511 ♦ %MMO ;r , V PORCH: 52 SF , f f , 0 Lo `� ::�w + , . + COVERED REAR PATIO: 170 SF 0. es lau "' 1 .� �`� �' CANTILEVER LIVING SPACE: 40 SF 0 SS ---=,_mac: Sc f/ s5 /Ilk. SS `' WATER METER s 98 co (2) ROHANI EUROPEAN 1 ,l DECK AREA: 0 SF PLOT PLAN 0.) Eli BEECH I FAGUS / t STORM LATERAL P SYLVATICA'ROHANII ,— SD , SD SD TOTAL COVERAGE: 2,076 SF 0 SD ,1 2 w ' - r _ v SW BIRDSONG STREET SANITARY LATERAL /,'/7P .--' 41.5 % –y �,� ; E_ - — v n orf o '� `" ' A _ �' " n IMPERVIOUS AREA: 2 614 ' I r SF v -1- 0 0) 2 POLYGON NORTHWEST (503) 221 -1920 CITY OF TIGARD a ZS 1 W6 Approved by Planning T PE: NO.: CONSTRUCTION 395-041 O 0 LOT 98 (R-7, STANDARD) Date: L I_I S/ SCALE REVIEWED BY: RE RIVER TERRACE EAST o. cn g. Initials: ,Sc. 0 10 20 16831 SW BIRDSONG STREET 1INCH=20 FEET a z ' ' PACIFIC LUMBER COPYRIGHT 2015 ROSEBURG FRAMING SYSTEM" MEI K. �K" "�" quality engineered wood products for today's builder "° ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 5. °:.;,....r Al �� The plans may not be re-used or copied,in whole or part.without written permission from Pacific Lumber RIGI D LAM LV L RI GI D RI M souv BLOCK�� FF.=°W.,, vows rxo..waove a-«.rc.= TO eenzN�ee�o v. Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other RM, w,. / Nsra.Lsoons«sLOOKs product supplier other than Pacific Lumber Company is strict) �� _.�. ,IIID rEa vern��,e.�..rcx these p py strictlyprohibited.Unauthorized use or ROSEBURG FO PRODUCTS r>asEetma roatsr cwowcrs eeiory 5OPOST nsovEKs copying of plans,infringes rights under the Copyright Act.Infringes face liabilities that Include �� ' `�� penalties of up to$20,000 per work Infringed,and$100,000 per work infringed willfully. II� RFPFJOIST CONTRACTOR NOTES: DESIGN NOTES: °°.!"°°` 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS S. mm-aa>`" 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR MAIN FLOOR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPI.BLOCKING PANELS MTN BEARING HALL ABOVE POST LOAD TRANSFER DETAIL SCALE: 1/4"- 1'-O° 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/480 N.T.S. KIS. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL sf VOD 12 D SHEARWALLS 1 p5f DEA D LOAD IV START START TN/5/5A PLACEMENT PLAN ONL Y. SLEEPAREAS: 30p5f LLIVE LOAD FRAMING FRAMING This layout is to be used in conjunction with 12psf DEAD LOAD Architectural/Structural plans.Verify all I I HERE HERE I I shear wall blocking placement and connectors ROOF'LOAPING: I I I I Purchaser responsible for approving this 25psf LIVE LOAD PATIOI / IPATIOI ayout prior to any construction. 11psf DEAD LOAD RI �i 1 I — Js tr i Ja NMI JS II J1 _ -- _ I Z CONFORMS TO DESIGN CONCEPT Jr' W Ba Ja • I ❑ CONFORMS TO DESIGN CONCEPT WITH 1I I REVISIONS AS SHOWN 111 J� L ❑ NON-CONFORMING-REVISE AND RESUBMIT 11.11111111111111111111W I J5 B • J1 JB1 R 1 R--'- THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE JE �1 _ J1 I ______111111111/1911111111111111=i-, - WITH THE DESIGN CONCEPT ONLY AND FABAICATORIVENDOR Of RESPONSIBILITY EFOR CONFORMANCES NOT RELIEVE HYIITH THE R1 j�1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY - J7 J i - d-1 II I,, - ■ OVER THIS SHOP DRAWING. J5 n J 1 da yi �, ; By: Arnold R. Solomon Date: May 11, 2016 , .1111kCT ENGINEERING INC J5 rl J 1 ---=J1 fill I . I _ }\43 J 7 0 p -d4 1WAINI Q CONFORMS TO DESIGN CONCEPT 8 ,;, iv iv CONFORMS TO DESIGN CONCEPT WITH $} q x' - _3' REVISIONS NOTED & B1 p �� R 1 JAI 1J2® ® ! ll'. R_ 0 NON-CONFORMING-REVISE&RESUBMIT R 1 0 0N THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE R.1 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN I J2 U- L. _ - DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE Y K PRIORITY OVER THIS SHOP DRAWING. J2 3 ry ry B3 -- By Jeremy Pfarr Date 5/11/16 J2 = J2 • MILBRANDT ARCHITECTS }2v.,/ J2 Si R1 J2 - J2 T Alit - J2 J2 _ _ iJ2 =-II',, - . J2 _. -- J1 II, I JE2 J•:2 I II - I I - J 1 31 I I— I - J1 I I I PORGH I 'I.1 - R-1PORCH I InaPORTAN r./ I I REFERENCE GUIDE FOR ALL FRAMING L l PL 1 5-5 1 (MAIN) J DETAILS AND I-JOIST INFORMATION POLYGON 5A FRONT TO BACK Mrk u I Material I Width I Depth 1 Grade IQty I Gut Lth I Tot Lth B1 RigidLam LVL 1 3/4 9 1/2 1.5E 2 16 32 LEGEND: B2 RigidLam LVL 1 3/4 9 1/2 1.5E 2 14 28 �- BE R35RimLVL 1 3/4 9 1/2 1.5E 2 12 / Pacii4umber H HANGER GALLOUT R1 05B Rim 1 9 1/2 11 16 116 ® -SUPPORTING POST J1 RFPI-20 1 3/4 9 1/2 12 1 2 144 J2 RFPI-20 1 3/4 9 1/2 13 20 260 pp COMPANY e -POST LOAD ABOVE J3 RFPI-20 1 3/4 9 1/2 2 2 4 Q R -RIMBOARD J4 RFPI-20 1 3/4 9 1/2 3 1 4 42 JS RFPI-20 1 3/4 9 1/2 12 30 360 1051 5 5iN ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 LB -LVL BLOCKING J6 RFPI-20 1 3/4 9 1/2 1 26 26 PLAN DESCRIPTION/NUMBER: 5A FRONT TO BACK JO -JOIST BLOCKING J1 RFPI-20 1 3/4 9 1/2 1 10 10 CUSTOMER: POLYGON J -JOIST GALLOUT JB 1 BLKG RFPI-20 1 3/4 9 1/2 25 5 15 PLAN DATED: 2/25/14 J132 BLKG 1.75 LVL 1 3/4 9 1/2 1.5E 6 3 18 B -BEAM(FLUSH w/JOIST) NPR -HEADER(BEAM BELOW JOIST) Accessories DESIGNER: KAM/L.NENOERSON DATE: 2/1 6/1 5 BBC-BEAM BY OTHERS H1 I THO 1 1950-or-ITT9.5 4 PL 1 5-5 1 (MAIN) SHEET: 1 of 1 POLYGON 5A PL14-89 UP 7/29/2014 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products 14"OPEN WEB JOIST @ 19.2"O.C. <START FRAMING HERE 7 PIotID Length Product Plies Net Qty RM1 RM1 47-00-00 1"x 14"APA Rim Board 1 1 RM1 40-00-00 1"x 14"APA Rim Board 1 1 RM1 39-00-00 1"x 14"APA Rim Board 1 1 RM1 21-00-00 1"x 14"APA Rim Board 1 1 RM1 12-00-00 1"x 14"APA Rim Board 1 1 RM1 8-00-00 1"x 14"APA Rim Board 1 2 RM1 4-00-00 1"x 14"APA Rim Board 1 3 BM2 BM7 BM1 BK1 7-00 00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 21-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM9 19-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1 2 1 'I' BM10 12-00-00 1.5 RigidLam LVL 1-3/4x 14 1 RM1 BM3BK1 11-00-00 1.5 RigidLam LVL 1-3/4x 14 1BM8 8 00-00 1.5 RigidLam LVL 1-3/4x 14 1 BM9 5-00-00 1.5RigidLamLVL1-3/4x14 1BM5 9-00-00 3-1/2X14BIG BEAM 1 1 5-30-0,1 BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 E BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 1 m 1 BM 11 4-00-00 6602 1 1 9` -'1,1_s__,4=_ , IP 31 BM5 I.H. RM1=RIM BOARD FLOOR LOADING II I O I BK1=BLOCKING BOA 40 LL 15 DL — AQ3.03 ACCESSORIES QTY CC I, O TH017140-2 16 © ITT14 3 1 X 14 OSB RIM FOR SHEAR BLOCKING 21' I ; SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN ",;; REFER TO STRUCTURAL PLAN FOR ADDITIONAL °- L -- -- AL. POST TRANSFER BLOCKING I AND SHEAR BLOCKING REQUIREMENTS. I I HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. .1 I !FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA! 03 I '9, *—_,0----A. . WHERE PLATE NAILING AT m I __IBM! I IRM11 .. SHEARWALL ABOVE EXCEEDS ONE _ — e - =BM7 I =SII Al ROW,PROVIDE ADD'L BLOCKING OR WIDER RIM MATERIAL AS RED'D. RM1 Mil ❑ CONFORMS TO DESIGN CONCEPT JOIST WITH RIM ® CONFORMS TO DESIGN CONCEPT WITH 0 i REVISIONS AS SHOWN ®CONFORMS TO DESIGN CONCEPT 0 NON-CONFORMING-REVISE AND RESUBMIT ❑ CONCEPTTrIGN THIS SHOP ERVINN,NAS BEEN REN!EIYED FOR GENERAL CENFCRNNNCE PITH THE OE.GN CONCEPT ONLY AND OCAS NPELIEVE THE❑ FABRICATOR-V NDOP OF RESPONSIBILITY FOR CONEONNNCE P IN THE DESIGN IS ANN SPECIFICATIONS ALL OF PHICH HAVE PRIORITY Pacih umber OER THIS SEP NAMING. CONTRACTOR SHALL 1EPIEY Fa DIMENSIONS.(24x36 SHEET) SCALE: 1/4" = 1'-0° e m . 9/�9/22/1t19/22/1t1By: Tot Date September 19 2014 & TRUSS COMPANY MILBRINDT ARCHITECTS CT ENGINEERING INC