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Plans (29) LEGEND IPacific 4 —SS SANITARY SEWER Community f T /--y , - �J SD STORM DRAIN —4--- —w WATER LINE 7 Design M — ,s,--,' ^7 12564 SW Main Street 300.9 j 248.5 MANHOLE Tigard,OR 97223 I 50.0 [1]i503-941-9484OR ..._.,..—:, ...-.—,z,. _ —._,W..,v....,,•,... '.,mx', a •mz ..= -;r CATCH BASIN DATE: 8/31/2017 i 303 302 \ I : REVISIONS STREET LIGHT NO. DATE DESCRIPTION —� 25.00' — STRAW WATTLE PERIMETER 33.00' ri EROSION CONTROL I em FLOW DIRECTION ARROW !1 IN 1 I : STREET SECTION, SEE j . -- -- -——1 1 y © CONSTRUCTION DOCUMENTS (h i AI 121 / i�° '' 1 k I 4.79' I 4,900 SF L ..,. / � I /' 122 SETBACK SUMMARY; 120 0 ; BUILDING: 5B ; 1 FRONT SETBACK: 12' Ail E 1 0 cr, FF=299.41 1( ° SIDE SETBACK: 3' ., P. II AI I STREET SIDE SETBACK: 8' 7 FRONT GARAGE SETBACK: 20' f ' I 'I 5.21' i FRONT PORCH SETBACK: 8' CV / ; ; I REAR SETBACK: 15' 0 1 / /r , I GARAGE I I ; REAR COVERED PATIO SETBACK: 10 I [ 1jE I i j I I. I. - 6.00' ---- LOT COVERAGE: .-- 1I f i i -- ---I PORCH I PUE, TYP. -' 4 RIVER I0 0 • 3 �17 �0 0 120.00' y - - -I- LOT AREA: 4,900 SF — - - - - — --��— — ... TERRACE N —— 12.60'— — 294 6 re'-— BUILDING FOOTPRINT: 1,800 SF \ ��► _A" ' :. EAST O "I 50.0' �P P o � . I�� �i 297 6 i rilloyAr / � ? COVERED PORCH: 166 SF I J 0 t . =`� COVERED REAR PATIO: 170 SF WATER METER N SS S' SS � S � SS CANTILEVER LIVING SPACE: 43 SF , . • " '1* a ,-'' \ 121 1 'i SANITARY LATERAL DECK AREA: 0 SF B i (2) YELLOWWOOD / PLOT PLAN N } 2 SEI SE CLADRASTIS SD `0 vi C TOTAL COVERAGE: 2,179 SF r o KENTUCKIA VI __ 0 ,,, SW SNOWDALE STREET STORM LATERAL 44.5 % \ i 1 t I .,, ,\ \ / ', IMPERVIOUS AREA: 2,679 SF .5 U 0 0) 2 POLYGON NORTHWEST (503) 221 -1920 0 PROJECT NO.: 395-041 2S1 W6 CITY OF TIGARD TYPE: CONSTRUCTION • SCALE REVIEWED BY: PRE 4 LOT 121 (R-7, STANDARD) Approved by Planning 10 20 RIVER TERRACE EAST pi date: T�ifs _ 4 I}I,dI ( 1 INCH=20 FEET 16595 SW SNOWDALE STREET q t Z arc. PACIFIC LUMBER COPYRIGHT 2015 ROSEBURG FRAMING SYSTEM" za gym.u. ..R ,I/ quality engineered wood products for today's builder P.' plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. �' SOLIO BLOC.ALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI D I.AM-LVL RI GI D RI rr$7 ��i Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other ,I111 V, / R BEAM TO product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or ROiFgv�wersr PRODUCTS EO.fB�RR2lBrPRODUCES ,111E PER OETAIL 16 MATCli copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that Include i penalties of up to$20,000 per work Infringed,and$100,000 per work infringed willfullu. �% iiRFPI Jolsr lir GONTRAGTOR NOTES: DESIGN NOTES. >.,..e.„ 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS woaw.rwmo.aac 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR ..,o 5= EiEEo- (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD MAIN FLOOR 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA RFF BLOGKN6 PANELS SIN BEARING MALL ABOVE POST LOAD TRANSFER DETAIL SCALE: 1/4"- 1'-0" (UNLESS NOTED OTHERWISE) OF L/400 N.rs. N.T5. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR WADING: 5)PROVIDE PROPER SUPPORT AT ALL 12psf LIVE LOAD SHEARWALLS 1 psf DEAD LOAD SLEEPING AREAS: TH/5/5 A PLACEMENT PLAN ONLY BOpsf LIVE LOAD 1.- This layout is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all I I START STA II shear wall blocking placement and connectors. ROOF LOADING: I I FRAMING FRAMING I 1 Purchaser responsible for approving this 25psf LIVE LOAD PATIO /HERE HERE / PATIO' ayout prior to any construction. 1 Tpsf DEAD LOAD Igt -- l i-- - I _- R 1 I - WI • — JG I" J6 II. .J2 f�1 - II J6 1 I CONFORMS TO DESIGN CONCEPT I. 16 J2 J6 II 'I - --J503 - _ = :, SII I III CONFORMS TO DESIGN CONCEPT WITH J6 `jI J� 11111 '!I �I ' REVISIONS AS SHOWN — �y 0R 1 IS �ili I— - ❑ NON CONFORMING REVISE AND RESUBMIT JL ..r-C— f THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE J 1 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE J6 - .72-' Jb ,� FABRICATORiVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE R 1 „ I I. 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. _11111.1111111111111,1111111t _ By: Arnold R. Solomon Date: May 11,2016 J6 II, I .12z '1 _ �I. I CT ENGINEERING INC J6 J2 _ _ -_ -_ 1 >`� I _ _ 0 O ' I = �I,j II I QX CONFORMS TO DESIGN CONCEPT ti n 1 I', ❑ CONFORMS TO DESIGN CONCEPT WITH iMIMI • REVISIONS NOTED J9 J11•.1 ® ® III I ❑ NON-CONFORMING-REVISE&RESUBMIT �1 I N n 'I I�—''I� 111111,11111111 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE R 1 J! WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE E FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN I�—: _ LL �I _,=_�I -1 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. 1; _...._.. 83_ - - B3�. _ I, ' By Jeremy Pfarr Date 5/11/16 CI V ci 1 _I 1�'� JD MILBRANDT ARCHITECTS .I. * R1 _ * / I R1 'I' Iv'{ / I �.1 � JD 1 I I 1 J, [U!, I JO / JBI I. J3 JD .I. IJB ' II J2 , —42 II:, J1Ir2 J2 J2 II I I I J2 J2 II IMPORTANT! REFERENCE INSTALLATION PORCH PORCH GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION L J LEGEND: PaClfi umber PL 1 5-52(MAIN) Ha—-HANGER GALLOUT F01-1-5,0N SB FRONT TO BACK Mrk s Material Pilate Depth brads Qty Gut Lth TOC Lth pp ® -SUPPORTING POST 01 ONO Rim 1/2 10 16 160 Q[ TRUSS COMPANY ® 51 RigidLam LVL 3/4 1/2 1.5E 2 16 32 -POST LOAD ABOVE B2 RigidLam LVL 5/4 1/2 1.5E 2 14 20 B3 RigidLam LVL 5/4 1/2 1.5E 2 12 24 R -RIMBOARD J1 RFPI-20 3/4 1/2 1 10 10 1o515 5W ALLEN BLVD BEAVERTON,OREGON 91005 (503)050-9655 L5 -LVL BLOCKING J2 RFPI-20 3/4 1/2 12 12 144 J3 RFPI-20 5/4 1/2 12 20 240 PLAN DESCRIPTION/NUMBER: 5B FRONT TO BACK JB -JOIST BLOCKING J4 RFPI-20 5/4 1/2 2 2 4 Js RFPI-20 5/4 1/2 5 14 42 CUSTOMER: POLYGON J -JOIST GALLOUT J6 RFPI-20 5/4 1/2 12 50 560 PLAN DATED: 1 1/24/1 4 JT RFPI-20 3/4 1/2 1 26 26 0 -BEAM(FLUSH w/JOIST) JB 1 BI-KG 1/15RFFI-20 5/4 1/2 25 3 15 HDR -HEADER(BEAM BELOW JOIST) JB2 SLOG 1.15 LVL 5/4 1/2 1.5E 6 3 15 DESIGNER: KAKI L.HENDERSON DATE: 2/10/1 5 AccesaoH66 BBO-BEAM BY OTHERS111,011950 - H1 ITN011950-Or-I71-9.5 a PL 1 5-52 (MAIN) SHEET: 1 of 1 POLYGON 5B PL14-90UP 7/29/2014 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products PIotID Length Product Plies Net Qty RM1 47-00-00 1"x 14"APA Rim Board 1 1 RM1 45-00-00 1"x 14"APA Rim Board 1 1 14"OPEN WEB JOIST @ 19.2"O.C. <START FRAMING HERE RM1 40-00-00 1"x 14"APA Rim Board 1 1 RM1 RM1 12-00-00 1"x 14"APA Rim Board 1 1 RM1 11-00-00 1"x 14"APA Rim Board 1 1 uwTl '!�=�® RM1 10-00-00 1"x 14"APA Rim Board 1 1 g RM1 8-00-00 1"x 14"APA Rim Board 1 1 RM1 4-00-00 1"x 14"APA Rim Board 1 2 . , . . . . . RM1 2-00-00 1"x 14"APA Rim Board 1 1 BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 - o ; GU - " N ° " �N BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1- L � C7 - , L L LL LL L .L y.t. v- L_ L i_ L L ILL BM7 21-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 2 F ia Ig Ig ` BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM13 18-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 0 o BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 .M4 BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 i ra AK."-'® N - Et= :;- - I,BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 M6 Mil OE ®p O I BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 17=_ I BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 [Iui10 , g,�1®—MS, -tail OI�Iiu�1 �, a- ,, BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 2 f Sao-00 I u ;- BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 W CC '4111o� m BM3 5 00 00 3 1/2 X 14 BIG BEAM 1 1 ,;-,: p -I, BM11 4-00-00 BBO2 1 1 q L'- 0 FLOOR LOADINC- E Q I ---IBMSI =• BK1=BLOCKING 40 LL -�_T_�_� .�;ME SEE ME�-�; RM1=RIM BOARDCC 15 DL _ 7p- i ti , II1.-•=-*= =: E- (-03 P I i- IMIlial ACCESSORIES QTY II . TH017140-2 21 © ITT14 3 I I 1 X 14 OSB RIM FOR SHEAR BLOCKING 25' I @ HUCQ412 1 C O J o 'G 0 CD ,-- o o o I L t1 LL L L ,. ;:, I" ICO L u. 'L '- 0 o 0 o .o i' L% 1 L- .. = I I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I L L Th EI REFER TO STRUCTURAL PLAN FOR ADDITIONAL �g POST TRANSFER BLOCKING I, _r-=d -s= AND SHEAR BLOCKING REQUIREMENTS. I I Q I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I __ BM7- BI( 6-09-04 WHERE PLATE NAILING AT 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' s-- �—7—U - _ --=J--d- ° -�- SHEARWALL ABOVE EXCEEDS ONE RM1 I r II IBMSI P ROW,PROVIDE ADD'L BLOCKING OR + ®_�_ _j O .® ® ,., WIDER RIM MATERIAL AS REO'D. - —` ❑ CONFORMS TO DESIGN CONCEPT ® CONFORMS TO DESIGN CONCEPT WITH JOIST WITH RIM REVISIONS AS SHOWN ElCONFORBSTODESIGN CONCEPT ❑ NON-CONFORMING-REVISE AND RESUBMIT ❑VEZZ=Gli CONCEPT W"N THIS SHOP DRAWING HAS BEEN REV IENED FOR GENERAL CONFORMANCE NON-CONFORMING0 KITH THE DESIGN CONCEPT ONLY AND OYES EDT RELIEVE THE (24x36 SHEET) SCALE: 1/4" = 1'-0" _ OVER'-HIS;VENDOR E OF RESPONSIBILITYNCONTRACTOR FOR CONFORMANCE AL WITH THE Pacifi umber DESIGN DRAWINGS AND SPECIFICATIONS ALL OF MACH HALE PRIORITY f;r,I v .F OVER-HIB SHOP CRANING. CDNiRACiYR 9AALL VERIFY ALL DIMENSIONS. aeaa Fukm < o/zzn< By: Toad R.Eaton Date:September IN.ZOID C 0 M P A N Y E MILBRANDT ARCHITECTS CT ENGINEERING INC & TRUSS