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MSTa0 - 4c-k \19..0 Svc S\eNaLLdCkc, S t-- LEGEND: ,. SS SANITARY SEWER Pacific ' s STORM DRAIN Community — _ — — — — — — —w WATER LINE Design r `� 12564 SW Main Street NT— — Hca — MANHOLE Tigard,OR 97223 ,' J/ 311.0 ;.` I I 311.2 I CATCH BASIN [T]503-941-9484 -.__-.._.„..._---308 -_- ---- --I-- I ..��._ "�_ DATE: 7/20/2017 _In()- — -- 50.0'._ -- I 316:. .....- .�1 � . 1 — rn�` .�� '� '� ..... REVISIONS ! --( \mor; STREET LIGHT NO. DATE DESCRIPTION 12.17 \ `,..---/— I 25.00' i�''1 STRAW WATTLE PERIMETER F �� _ _...._.__ _. _. EROSION CONTROL 7 I I I II �� FLOW DIRECTION ARROW ___ I + 1 = STREET SECTION, SEE 87 I r 1 © CONSTRUCTION DOCUMENTS 4,500 SF �� I ; 4.79' 5.21' BUILDING: 5AR DL ! 88 to BFF 3320 71 029.71 l t3 I I SEFRONT SETBACK: 12 a� 86 SIDE SETBACK: 3' E o _-+ - 318-___._- ___- _... I __ STREET SIDE SETBACK: 8' r^i .._---319 -- �� - FRONT GARAGE SETBACK. 20' or 320 --------__.__ r _ __ 11— ----__�___ ___^ (- FRONT PORCH SETBACK: 8' �32�322 _______ _ _—.. GARAGE I I 323-----� ' - - _ - REAR SETBACK: 15 �m``-6 MI —_ —324 — —.... SETBACK: 10' -- -.- 325 I1 EDPATIO S c 326-- - .ter. c� ____ 327 —_.... ---__ 6.00' 1-L\-- ,,._ ....tPORCH-47 I I� r / co —I— — I_, -- �, I LOT COVERAGE: UJ N 18.00' 15 20.00' -...� i' RIVER - - = - - - -` — LOT AREA 4,500 SF fr /� f — pt..i r -'-----1 .. TERRACE `O / / ,. // V , / BUILDING FOOTPRINT: 1,814 SF kk / co Nor327.2 '. '... .I7EASTI , 327.4 `o ti ® A. o I /{ , „ ' �, A.: COVERED PORCH: 52 SF 0 ,rtN i ' N tie") 1 Z 00. ,*.. � f s,\. `.i„, 7 \ A , \ i\.:..... .............................. .............. 1 _..._ COVERED REAR PATIO: 0 SF CLADRASTIS KENTUCKIA WATER MET CANTILEVER LIVING SPACE: 257 SF ER ) 87 `� ( : SANITARY LATERAL ( CS ( j , l I DECK AREA: 0 SF f i. STORM LATERAL '�' fl as ItS ...�_.......................... OS ._._........,.................a....;.?._ PLOT PLAN co I 1 \ 5 t,� I ss .,,,r. ] S 17� SS — B -y� f 3S TOTAL COVERAGE: 2,123 SF N ........_..._....... —,r\— SW SNOWDALE LANE a �€ — ........'............� ......._._ m 47.2 % ( ( ,, `_o / ` `/ ”' IMPERVIOUS AREA: 2,702 SF � �'` // // 1/ //////1) ///// / �/ //I / / r /// U 0 0 CITY OF TIGARDPlanning P POLYGON NORTHWEST (503) 221 -1920 Approved by C PROJECT NO.: 395-041 o 2 S 1 W 6 Date: _J' V IF TYPE: CONSTRUCTION 71 SCALE REVIEWED BY: PRE LOT 87 (R-7, STANDARD) Initials: - o 0 20 RIVER TERRACE EAST Q 16874 SW SNOWDALE STREET 1INCH=20 FEET ROSEBURG FRAMING SYSTEM'" - WK PACIFIC LUMBER COPYRIGHT 2015 quality engineered wood products for todav's builder- These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. _ The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber R I G I D LAM LV L R I GI D R 1 M mum °` /II ��j Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other i '"°�,„„.. ,II product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODVCIS ROSEBIR>;FOREST PRODUCES I °'^- ,III copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include I� / \ / ee�orvro rosy„sove penalties of up to$20,000 per work infringed,and$100,000 per work Infringed willfullu. ro senRiw rv. 4' -- �� RFPhJoIST iii .1, , v�lll•Q / CONTRACTOR NOTES: AES/6N NOTES: ,„...._, -"'" TIO 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS .^....•°‘ 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR 747.€711:mm"per m"°°'= (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RPM:BLOCKING PANELS PITH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/430 N.Y.S. KTs. 4)USE CAUTION WHEN GUTTING FLOOR LOAD/N6: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD • SHEAREALLS SLEEP/N6 AREAS: TART START THIS/S A PLACEMENT PLAN ONLY. 30psf LIVE LOAD 9-1/2 RFPI-20 5 1 6"O.G. ' 9-1/2 RFPI-20 0 1 5"O.G. This layout is to be used in con junction with 1 2psf DEAD LOAD FRAMING FRAMING Architectural/Structural plans.Verify all I HERE HERE I shear wall blocking placement and connectors RoofLOADwN6: purchaser responsible for approving this 25psf LIVE LOAD PATIO I / \ 1 PATIO agout prior to any construction. 1'7 psf DEAD LOAD I 1 R1 P_1 - I II • ® CONFORMS TO DESIGN CONCEPT • • ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN • • 2 I • • ❑ NON-CONFORMING REVISE AND RESUBMIT !, ''I li THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE R1 J4 J4 J4 J4 J4 J#J' J4 J4 J4 J4 J4 J4 R1 R 1 J4 J 4 J# 4 4-4 J 4-4 J 4 J4-4 J --4.11 J 1 1 _ .. . 1 1 .J 1 ..1 1 _1 1 _1 R 1 FABRICATOR/VENDOR Of AES J1J1J J1 J1J1J J J1J1 -I JhJ1J1 �� - - DESIGN DRAWINGS AND SPECIFICATIONSYALLAOfOMICHHHHAVECE WPRIORITY ♦- M1. ITH THE _7= � -L .- OVER THIS SHOP DRAWING. P12 - :_- =- ala-r_— =;.= _. �- :z C2 :�_=� 1 1 1 1 By: Arnold R.Solomon Date:Oc- ,2017 1 ' 1 CT ENGINEERING INC :1 CONFORMS TO DESIGN CONCEPT 11 II B J2 I J I ® -' 11 0CO ® CO I � CONFORMS TO DESIGN CONCEPT WITH • REVISIONS NOTED !. I, 0 NON-CONFORMING-REVISE&RESUBMIT A n• I • N THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 1 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE • FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN - - - i - _ ii== I I DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE R 1 R 1 I 1 PRIORITY OVER THIS SHOP DRAWING. By Rae Hauff Date 10/26/17 / \ MILBRANDT ARCHITECTS 2'-3 1/, 2'-3 1/3" I_!.._- - I I II 1PORCH r 1 PORCH 1 IMPORTANT/ I I II REFERENGE INSTALLATION L - J GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION I LEGEND: PL 1 5-342 (B=Sement Floor) pacifiakLumber H HANGER GALLOUT POLYGON PLAN OPTION.SADL-5G Mrk a Material YVidth r Depth Grade Qty Out Lth,Tot Lth ® -SUPPORTING POST J1 RFPI-20 1 3/4 9 1/2 15 22 _ 330 & TRUSS COMPANY ® -POST LOAD ABOVE J2 RFPI-20 1 3/4 9 1/2 2 12 24 • R -RIMBOARD J3 RFPI-20 1 3/4 9 1/2 2 2 4 BASEMENT FLOOR JOIST LAYOUT 10515 SPE ALLEN BLVD BEAVERTON,OREGON 9-1005 (503)533-9663 J4 RFPI-20 1 3/4 9 1/2 13 22 2136• SCALE: 1/4"-1'-0" LB -LVL BLOC-KING R 1 0513 Rim 1 9 1/2 7 1 6 1 1 2 PLAN DESCRIPTION/NUMBER: SADL-56 JB =JOIST BLOCKING J51 13LKG 1.15 LVL 1 9/4 9 1/2 1.5E 1 1 9 99 CUSTOMER: POLYGON J =JOIST GALLOUT JB2 BLK6 RFPI-20 1 5/4 9 1/2 17 9 5 1 PLAN DATED: 10/3/15 B -BEAM(FLUSH w/JOIST) • Accessories DESIGNER: KAM/L.HENOERSON DATE: 1 O/1 3/1 5 HOR -HEADER(BEAM BELOW JOIST) H 1 I TH01 7 950-or-ITT9.5 4 BASEMENT HBO=BEAM BY OTHERS FL 1 5-3 4 2 FLOOR SHEET: 1 of 3 �rc PACIFIC LUMBER COPYRIGHT 2015 ROSEBURG FRAMING SYSTEM— ======...::mby u Wu- - 'II ' quality engiree ea wood products for todav'sbuilder These plans and the designs are Copyrighted under Federal Law by Pacific Lumber Company 2015. ,I' The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber R I G I D LAM LVL R G I D R M- �I company,which retains copyrights to,and ownership of the plans.Use of these plans by any other �� LT product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or gooe.uRO FOREST PRODVCIS ROSEBURG PCIOST P 00003D I� I1—�klig ea.onro.osr rsove copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include POSTS raoMnaove „p, ro sewaiw aewrv. \\�� penalties of up to$20,000 per work infringed,and S100,000 per worK infringed willfully. "'"`"" vert RNTO1'a Mnc x ��IIM1 a� 40P-4R FPI Jo sT v �., �' /II Y CONTRACTOR NOTES: GES/4N NOTES: N"x+-... 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS '�'7;2E:4'7- ";"°°^°""`°bv61np MAIN FLOOR JOIST LAYOUT 2)ALL ESS NINGSOTE PER DESIGNER'S PLAN MEET OR EXCEED TDESIGNEHE EOL VE LOAD _ -•" (UNLESS NOTED OTHERWISE) SCALE: 1/4"- 1'-0" 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIAOF L/450 RFP1ALOCKING PANELS WTH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) N.rs. NTS. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N6: 4Opsf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2 5f DEAD LOAD SHEARWALLS p - (DOUBLE) 1 1-1/5 RFPI-20 5 1 9.2"O.G. (DOUBLE) 1 1-7/8 RFPI-20 5 1 9.2"O.G. SLEEP/NS AREAS: TH15/5 A PLACEMENT PLAN ONLY. 30p:f LIVE LOAD SEE SHEATHING NAILING ATTACHMENT NOTEIIIII SEE SHEATHING NAILING ATTACHMENT NOTEIIIII lEk This layout is to be used in conjunction with 1 2psf DEAD LOAD START START -' - ----- Architectural/Structural plans.Verify all shear wall blocking placement and connectors ROOFLOAD/N6: FRAMING FRAMING Purchaser responsible for approving this 25p5f LIVE LOAD HERE HERE \ auout prior to any construction. 1 7psf DEAD LOAD 53---- iii ' R 1 .. ---_- U ` JB3 -- r- r dB1- F 1 If El.115,1 Jgr .... 1 R t 1 ® CONFORMS TO DESIGN CONCEPT I I ❑ CONFORMS TO DESIGN CONCEPT WITH - _ REVISIONS AS SHOWN J JI1 _ J J _I J R 1 R 1 Ra j' `�1 J 1 „11 1 1 J t _1 El NON-CONFORMING-REVISE AND RESUBMIT J' JO J J' J J J ` '- J, _i1 J ii Si J1 .41 ! THIS SHOP DRAWING HAS BEEN REVISED FOR GENERAL CONFORWANCE _3 J 3 _3 J J3 J3 $ tti J 1 _3 J J$ J3 J$ J3 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE R 1 -13 J3 1S J3 JO -13 - — _+ 1 -3 JB J3 -3 J 3 J5 3 R 1 DESIGN NIIINGSFABRICATOR/VENDOR AND OF SPECIFICATIONSREIFOR OFCWHICH HAVENCE WITH THE -1 OVER THIS DRAWISHOPSSRAWINGALL WHICH PRIORITY _3 Jg J: J;3 J J 5 _3 J. - J: % - -3 J !I J 3 ! `I:: J3 J -1 J 3 J .3 J, J - 1 By: Arnold A.Solomon Date:Oct.25.2017 CT ENGINEERING INC . i�a�er��cY I'', Rr ' ,en d r -_ 1 I X❑ CONFORMS TO DESIGN CONCEPT f—fCONFORMS CO DESIGN CONCEPT WITH -WV • BI2 R I REVISIONS NOTED F3 B R _-. ❑ NON-CONFORMING-REVISE&RESUBMIT 1� 1 W I,. If 11 5 1 4 1 1 -1 I -r—� rwc cu REVIEWED FOR GENERAL CONFORMANCE R 1 R 1 'WeH DESIGN CONCEPTONOANL - �L1E5 NOT RELIEVE THE '.,. FABPoCATORNENDOR OF RESPONSIBILITY RA.. -. ��WRH DESIGN ', DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HA... PRIORITY OVER THIS SHOP DRAWING !I By Rae Hauff Date 10/26/17 MILBRANDT ARCHITECTS _ J52 J52 1 J61' I II 7S 1 l�l��,I I I R1 R1 v I R1 J4 _4 -4 -14 J4 Ji J2 2 J- J J, J J2 _2 J J2 .2 _2 J4 -4 -4 J4 JR J R.1 • PORCH RI 'R I i FORGH I IMPORTANT, REFERENCE INSTALLATION J — J GUIDE FOR ALL FRAMING - 1 1-7/S RFPI-20 5 1 9.2'0.0. - - 1 1-7/5 RFPI-20 5 1 4.2"0.0. - DETAILS AND I-JOIST INFORMATION MATED,u33a1 eLN DOUBLE I-JOIST CONNECTION SPECS LEGEND: PL 15-342(Main) ® Filler blocking is not structurally required provided both Pal c umber POLYGON PLAN OPTION:Depth 56 I-Joists are continuous) lateral) supported b H -HANGERGALLOUT Mrk• Notarial I width Depth I Grade 0ty Gut Tot y y op y R1oseRlm 1 va „ i 6 nb connection to the sheathing at the top flange.n ® -SUPPORTING POST 131 RigicLam LVL ' 3/4 1 ,/B 1.5E 2 4 s addition,the Joint in the sheathing shall be positioned & TRUSS C O h4 P A N Y 5.2 Rlgiclam LVL 3/4 1 ,/B ,.5E 1 6 6 over the center of one of the two top flanges to assure ED -POST LOAD ABOVE 63 Rielaam LVL 3/4 t 1/5 1.5E 1 22 22 shear transfer between sheathingpanels. .e1 BLG1.T5 LV R -RIMBOARD L 3/4 1 -I/5 1.5E 26 3 JB2 BLR45 G RFPI-20 3/4 1 7/8 15 3 45 / .me mm 10515 5W ALLEN BLVD BEAVERTON,OREGON 97005 (503)555-9663 1-6 -LVL BLOCKING J1 RFPI-20 - 3/4 1 7/5 14 15 252 J2 RFPI-20 5/4 1 1/5 6 25 165 A Blois 5 1,= 2+10 2,0 2-10 3-10 PLAN DESCRIPTION/NUMBER: 5ADL-56 J6 -JOIST BLOCKING J3 RFPI-20 3/4 1 '1/s 34 22 't4& R,,W,d°s „," „a, M," Maxa," „® M," MaxM," CUSTOMER: POLYGON J5 RFPI-20 3/4 1 r/5 6 24 144 J -JOIST CALLOUT J5 RFPI-20 3/4 1 1/5 3 4 12 DEL I-JOIST WITHOUT FILLER GONSTRUGTION 80box 2' 1e 2' 32020020020 PLAN DATED: 10/8/15 8 -BEAM(FLUSH w/JOIST) JE. RFPI-20 3/4 1 1/5 2 2 4 N.rs. 12c1 z 18 z ,a 2, 26 2. 20 r 22 HDR -HEADER(BEAM BELOW JOIST) AcDESIGNER: KAM/L.HENDERSON DATE: 10/1 3/1 5 141 as °oi hai I MIT 1 1.88-or-1771 1.55 9 EEO-BEAM BY OTHERS 5-3 4 2 MAIN SHEET:2 of 3 Z CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT POLYGON THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE PLAN OPTION:SADL-SG FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY P115-342 UPPER OVER THIS SHOP DRAWING. By: Arnold R.Solomon Date:Oct.25,2017 14"OPEN WEB JOIST @ 19.2"O.C. 10/20/2017 CT ENGINEERING INC VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS X❑ CONFORMS TO DESIGN CONCEPT 7 START FRAMING HERE CONFORMS TO DESIGN CONCEPT WITH Products "1 REVISIONS NOTED RM1 PIotID Length Product Plies Net Qty NON-CONFORMING-REVISE&RESUBMIT e17Y RM1 47-00.00 1"x 14"APA Rim Board RM1 40-00.00 1"x 14"APA Rim Board 1 1 r SHOP DRAWING HAS BEEN RENEWED FOR GENERAL CONFORMANCEMil II 'Y DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE RMl 39-00.00 1"X 14"APA Rim Board 1 1 ICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGNWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVERM1RITY OVER THIS SHOP DRAWING. By Rae Hauff Date 10/26/17 RM1 8-00.00 1"x 14"APA Rim Board 1 2 MILBRANDT ARCHITECTS RM1 4-00-00 1"x 14"APA Rim Board 1 3 BM1 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM2 12-00-00 31/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM3 21-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM4 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 I 200.0100.00 1RigidLam LVL 1-3/4 x 14 1 1il 0 00.00 1RigidLam LVL 1-3/4 x 14 1 1_- _ BK1 11-00.00 1RigidLam LVL 1-3/4 x 14 1 2 BM8 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 �PI 6111 ® '' BM7 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 O® BM8 9-00-00 3-1/2 X 14 BIG BEAM 1 1 , .�, 76:---7771 - BM9 7-00-00 3-1/2 X 14 BIG BEAM 1 1 C BM10 5-00-00 3-1/2 X 14 BIG BEAM 1 1 �5„ •-i �:®:ate+� �'-r°�:s' BM11 4-00-00 BBO2 1 1 warI ri 12 ' ^ BKl=BLOCKING--RMI=RIM BOARD FLOOR LOADING40 LL15 DL o f. .I,, .C-.- --,—. ^_ =' — — ACCESSORIES QTY polu'� O TH017143-2 16 © TFL1714 3 III ' 1 X 14 OSB RIM FOR SHEAR BLOCKING 21' I I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN • F o o 0 0 0 0 o I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I (FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA( • RM1 K1 iiri, !MOW. tfflf.4,,_., II IOU (� JOIST WITH RIM e SHEET 3 OF 3 Pacifi `Lumber (24x36 SHEET) SCALE:1/4"=1'-0" & TRUSS \ COMPANY