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Plans (77) mc-r-- zy .- lLk \v_a tL csv3 S LEGEND: - Ss- SANITARY SEWER Pacific �� ,_.±..,. . i , Community STORM DRAIN \ 11 ( -- —w WATER LINE Design p_ �^ 12564 SW Main Street • MANHOLE Tigard,OR 97223 I [f]503-941-9484 X9'9 307.0 CATCH BASIN 50.0' I .l DATE- 7/20/2017 .., ! '�?? !!!rvhz�� , REVISIONS t '' � } ( 7_- NO. DATE DESCRIPTION 1 \12.17' 1 �', -, STREET LIGHT , 25.00' } ___ _._t r?i STRAW WATTLE PERIMETER I rl - } _ EROSION CONTROL II �= - 1I '{I }I U \ 1 I _ 11 I �� FLOW DIRECTION ARROW _ \ t f-- I 2\--I- 1 M h ; ; -I I� k STREET SECTION, SEE t,85 t ��- © CONSTRUCTION DOCUMENTS i1 I 4,500 SF tI I,`� t ` — �I I 5.21' ; I BUILDING: 5BR-DL 1 ' o (€ FF=326.71 I I E € SETBACK SUMMARY - ; 86 BFF-317.71 _ I o 1 1] 1 84 r FRONT SETBACK: 12' 1°' `) ` °• I i SIDE SETBACK: 3' E i i' __ ' II 1 I i STREET SIDE SETBACK: 8' FRONT GARAGE SETBACK: 20' o .-_.I_..---- --�_»- -�L� - - -3t9� � -- �`" 4.79 ` - __ ----___T__ FRONT PORCH SETBACK: 8' - , -'-_._____-_- _____ , _-. I I�— /'--_--32:31 (1-- _GARAGE---E-__ ---------------:--:-71_ -' -___ __ .I - 2, ~- --_ , _ __ - REAR SETBACK: 15' o ; - --__� i_- 2423 _ ------�� - - REAR COVERED PATIO SETBACK 10 qi- 6.00' ---- _' _ j - I1--' - - L___ co i PUE, TYP. , /trrp I PORCH `4 , / i' -- - r=---_ LOT COVERAGE: N � -- -- / — 18.oo_,___i, --- 20.00' — — ._.77.i., RIVER - - - -_� - / - - ' j f -12.60' 11 - - �� - - 4.' LOT AREA: 4,500 SF of ` `�, /- ' �- „ " *•`”' TERRACE fl BUILDING FOOTPRINT: 1,800 SF ' 326.0 ' , %jr' 323.1` / \ EAST o f ®�co rt iI o I ' ,� ° ii COVERED PORCH: 166 SF "' . \� Allir f' COVERED REAR PATIO: 0 SF cy, Mpol � M M WATER METER o 1 CANTILEVER LIVING SPACE: 268 SF co STORM LATERAL ' 1 85 AS / ' r SW SNOWDALE LANE \� / DECK AREA: 0 SF PLOT PLAN S r cl; as N f SANITARY LATERAL, ,- r I ,-,, r o �^y� S ' ��° ss y— ss S �,,ry �� TOTAL COVERAGE: 2,234 SF f -: !! ` j I I 49.6 % 47/° 2"/ L..0,14,, -0° " / ''.�//(/rV /, /i\" /////I' y�' ///' ` ...'\\ ) �� 7//- ,f- /. A IMPERVIOUS AREA: 2,760 SF U -,i- <0 H �' CITY OF TIGARD 395-041a POLYGON NORTHWEST (503) 221 -1920 Approved by Planning 2 S 1 W 6 Date: �'Vqg TYPEECT T NO.: CONSTRUCTION SCALE ALE REVIEWED BY: PRE LOT 85 (R-7, STANDARD) Initials: /� 0 10 20 cn RIVER TERRACE EAST 16914 SW SNOWDALE STREET 1INCH=20 FEET a "- °:' PACIFIC LUMBER COPYRIGHT 2015 ROSEBURG FRAMING SYSTEM'" ♦ These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. quality engineered wood products for todw's builds(" ♦♦ The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber /� aw♦ 4wi+. ,I'(� ♦ company,which retains copyrights to,and ownership of the plans.Use of these plans by any other R I G I D LAM LVL R 1 G I D R I M' ,I�, ' - ,III eEwry TO POST product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or rosrsrrso =,„E copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include ROSWUa'O rDeasr FROOVCTT ROSFBORG FORtSr Pa^OppCrs / ` ST ABOVE penalties of up to$20,000 per work infringed,and S100,000 per work infringed willfully. .- Oil 4` RFPI Jo sT „t '.!� IIIA �...,= CONTRACTOR NOTES: D5SI6N NOTES: wa�... ao�r 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS F.-17,71.S. 7.=.---- MAIN FLOOR JOIST LAYOUT 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPI'BLOCKING PANELS r11TH BEARING NAL ABOVE POST LOAD TRANSFER DETAIL SCALE: i/4 1'-0' 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA :I T.5. N.Ts. (UNLESS NOTED OTHERWISE) OF L/450 4)USE CAUTION WHEN CUTTING FLOOR LOAD/NB: FOR PLUMBING 40p5 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD LIVE LOAD (DOUBLE) 1 1-7/8 RFPI-20 1 1.2"O.G. SHEARWALLS (DOUBLE) 1 1-1/5 RFPI-20 5 11.2"O.G. SLEEP/N6 AREAS: Eil SEE SHEATHING NAILING ATTACHMENT NOTEIIIII SEE SHEATHING NAILING ATTACHMENT NOTEIIIII f� THIS/5 A PLACEMENT PLAN ONLY. 30psf LIVE LOAD . This layout is to be used in conjunction with 1 2psf DEAD LOAD START START Architectural/Structural plans.Verify all FRAMING shear wall blocking placement and connectors ROOFLOAD/N6: FRAMING chaser responsible for approving this 25psf LIVE LOAD -`—"' HERE HERE auout prior to any construction. 1 Tpsf DEAD LOAD R1 R1 B5 1 ' ' 1 r 1, ® CONFORMS TO DESIGN CONCEPT 1 . i ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT 1 J J J I .� R 1 R 1 ��J -I THIS SHOP DRAINING HAS BEEN REVIEWED FOA GENERAL CONFOABANCE :11. J J I J I 1 i NITH THE DESIGN CONCEPT ONLY AND DOES NDT RELIEVE THE j...,!1111... A__ 1 I FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE ..3 _ J 3 3 J J1 _ `a' 1I�. '� J:c _ DESIGN DRAWINGS AND SPECIFICATIONG ALL OF WHICH HAVE PAIDAITY - JI Lp _ _ _ _ _ _ OVER THIS SHOP DRAWING, 1 J3 J3 J3 J3 J, J -3 JS — —. illi J J J �` 1 By: Arnold A.Solomon Date:Oct,26,2017 I CT ENGINEERING INC X CONFORMS TO DESIGN CONCEPT ®1..u��su®:�.-I CONFORMS TO DESIGN CONCEPT WITH 1 ❑ REVISIONS NOTED OT 1 B 2 N ' B2 - I � 0 ON CONFORMING REVISE&RESUBMIT IllTHIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE �, WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I ,�. aa�lalalaRa��, I R 1 I II I 'II I FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN R 1 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE R1 PRIORITY OVER THIS SHOP DRAWING. By Rae Hauff Date 10/26/17 MILBRANDT ARCHITECTS ll5 1Cj r. R,,. - 1' J2 '- 3 J. J. J.. irk �IB 1, 031, I IMPORTANTI PORCH PORCH REFERENCE INSTALLATION GUIDE FOR ALL FRAMING • I 1 1-1/8 RFPI-20 0 1 P.2"O.G. 1 1-'1/5 RFPI-20e 1 P.2"0.0. DETAILS AND I-JOIST INFORMATION 1_ I I I LEGEND: uFo>TEo,asw„NLN - I)aCIfI1 !.,.II11IJeI1 o--HANGER GALLOUT PL 1 5-343(Main) POLYGON PLAN OPTION:5B121.-5G Filler blocking is not structurally required provided both ® -SUPPORTING POST MrAL Material Wldth Depth 6rada o4 cut Lt 1 Tot Ltn I-Joists are continuously laterally supported by C O M P A N Y -POST LOAD ABOVE R1 Ose Rim 1 T/5 t 1 16 "6connection Co the sheathing at the top flange.In TRUSS 131 RIgldLam LVL 3/4 , T/8 ,sE 2 a e addition,the joint in the sheathing shall be positioned R -RIMBOARD B2 R1gidLemLVL 3/4 1 T/8 1.5E 1 6 6 7- over the center of one of the two top flanges to assure LB -LVL BLOCKING B3 RieidLem LVL 3/4 1 T/6 t.SE 1 22 22 ,0515 SW ALLEN BLVD BEAVERTON,OREGON 9T005 (503)858-8663 J131 BLKG 1.T5 LVL 3/4 1 7/3 1.5E 26 3 TB shear transfer between sheathing panels. JB2 BLKG RFPI-20 3/4 1 T/6 15 3 45 PLAN DESCRIPTION/NUMBER: 51312L-56 JB -JOIST BLOCKING J1 RFPI-20 5/4 1 T/a 14 15 252 � Merge Wedth J -JOIST CALLOUT 42 REFI-20 5/4 1 T/e & 25 156 na ,no z vs z51e z.,, CUSTOMER: POLYGON J3 RFPI-20 3/4 1 7/5 ' 40 22 550 DEL I-JOIST WITHOUT FILLER CONSTRUCTION Dm,SPA21n r PLAN DATED: 1 0/8/1 5 J4 RFPI-20 3/4 1 T/5 3 4 12a B -SEAM(FLUSH w/JOIST) NT5 �=.nm COMM MaxMu 1.1. MM N,. M. MaxM.. M,� J5 RFPI-2O 3/4 1 1/5 2 2 4 a euro. DESIGNER: KAM/L.HENDERSON DATE: 10/1 3/1 5 HDR -HEADER(BEAM BELOW JOIST) z ,a r ,R : z< r ,< r z< Accessories P L 1 5-3 4 3 H1 IMIT11.ae-or-ITT 1158 9 t. r ,e• z ,a• r s. z zn• z z. BBO-BEAM BY OTHERS MAIN SHEET:2 of 3 ROSEBURG FRAMING SYSTEM PACIFIC LUMBER COPYRIGHT 2015 '" «a,LF:E=.. """ qualify engineerea wood products for iodav's builder'- These plans and the designs are copyrighted under Federal Law b PacifIC Lumber company 201 5. The pians may not be re-used or copied,in whole or part,without written permission from Pacific Lumber """„rgi. ,I'I' �� Company.which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGID LAM LVL R I GI D R I M' �� - product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ro ,) copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include ROSEBURG.Femur PROODerr ROSFNi1RaG FORMT N�TODUCI5 ��_ I pD 9 P 9 99 ��`/ `�I se�on ro vosr.,eove penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfull4. \\�! �II� �thiSEIWRO R FORPRODUCTS EST ;,=;'' r�' III►V\ CONTRACTOR NOTES: p.5/6N NOT55: °°° g'°` n 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS °""0,N°'n; ;a-,vu, „„,w„ 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR ""'�'°'°°'”""°'"`"""""" (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RPi BLOCKING PANELS PoTH BEARING MALL ARGUE POST LOAD TRANSFER DETAIL 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA - -- (UNLESS NOTED OTHERWISE) OF L/450 N.T5. N.TS. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LO.hD/N6, 5)PROVIDE PROPER SUPPORT AT ALL psf VLOOP 1 2 D SHEARWALLS 1 2psf DEAD LOAD START START TH/5/5 A PLACEMENT PLAN ONLY. SOpsF LIVE 30p5f LIVE LOAD - q-1/2 RFPI-20 5 1 6"O.G. 9-1/2 RFPI-20 a'1 6"O.G. This layout is to be used in conjunction with 1 2psf DEAD LOAD FRAMING FRAMING Architectural/Structural plans.Verify all I HERE HERE I shear wall blocking placement and connectors ROOFLOAO1N6: PATIO 1 1 PATIO Purchaser responsible for approving this 25p5f LIVE LOAD / \ I ayout prior to any construction. 11psf DEAD LOAD r F1 -- _ I - aIR' t _ +. I, 1, , ® CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH i I REVISIONS AS SHOWN I J2 I -R ❑ NON-CONFORMING-REVISE AND RESUBMIT -,,,I. SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE R 1 J1 J1 ..1/1 J,1 J1 J1 1 J 1 J J 1 J 1 J J • J' Ji J • -M'-4 J4 R 1 R 1 J4 J4 J4 J4 4 J 4-4 J 4-4-4 Jt' ..k} -1 ..1 -1 ..1 1 J 1 -1 ..1 .,1 -1 -1 1 FABRICATOR/VENDOR OFRESPONSIBILITY FOR OCONFORMANCE EWITH THEY �` 1 J DESIGN AND SPECIFICATIONS ALL F WHICH HAVE PRIORITY 1 -1 J1 OVERTHIS SHOP DRAWING. i ` I By: Arnold A.Solomon Date:p.21212117 II CT ENGINEERING INC I .J2• 0CONFORMS TO DESIGN CONCEPT E _ ® ® ® ®' $I ri CONFORMS TO DESIGN CONCEPT WITH j�•% ' Ir ! � 'Jx REVISIONS NOTED n / 0 NON-CONFORMING-REVISE&RESUBMIT itn THE SHOP DRAWING HRS BEEN REVIEWED FOR GENERAL CONFORMANCE II WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE H 1 - - 111111.1: I I II I - I • t - _ DRAWINGS,FABRICATFOR CONFORMANCE SPEECCPICATIONSSAND APENDOR OF REIPLICABLE UTY CODES,ALL OF WTH WIH CHESIGN HAVE 51R 1 PRIORITY OVER THIS SHOP DRAWING. • By Rae Hauff Date 10/26/17 �y MILBRANDT ARCHITECTS 2'-5 1/8;-" 2'-5 1/5" l c% • '+n lif I \ ,I I I IMPORTANT/ REFERENCE INSTALLATION PORCH PORCH GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION END: PacifK3 .uniber (Basement Floor) POLYGON PLAN OPTION.SEPI_-9G ® -SUPPORTING POST Mrk* Material Vedth Depth brads Oty Out Lth Tot Lth & TRUSS COMPANY -POST LOAD ABOVE J1 RPPI-20 1 3/4 9 1/2 15 22 930 R -RIMBOARP J2 RFPI-20 1 9/4 9 1/2 2 12 24 BASEMENT FLOOR JOIST LAYOUT 10515 SCN ALLEN BLVD BEAVERTON,OREGON 91005 (503)555-q$b3 LB -LVL BLOCKING J3 RFPt-20 1 3/4 9 1/2 2 2 4 SCALE: 1/4"-1'-0" -15 -JOIST BLOCKING J4 RFPI-20 1 3/4 9 1/2 13 22 286 PLAN DESCRIPTION/NUMBER: 55DL-SG R I OSB Rim 1 9 1/2 7 16 1 1 2 CUSTOMER: POLYGON J -JOIST GALLOUT ..1B1 BLKG 1.75 LVL 1 9/4 9 1/2 1.5E 11 9 39 PLAN DATED: 1 0/8/1 5 B -BEAM(FLUSH w/JOIST) JB2 ELKS'RPPI-20 1 9/4 9 1/2 1/ 3 51 DESIGNER: KAM/L.HENDERSON DATE: 10/13/15 HDR -HEADER(BEAM BELOW JOIST) Aacessorfes HBO-BEAM BY OTHERS H1 ITH017930-or-ITT9.5 4 PL 1 5-3 4 3 BASEMENT FLOOR SHEET:1 of 3 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS 14"OPEN WEB JOIST @ 19.2"O.C. Products Q START FRAMING HERE > PIotID Length Product Plies Net Qty ® IHHHIHHH1iflhiiflhI . 4 �b����$� RM1 45-00-00 1x 14"APA Rim Board 1 1 '•' RM1 45-00-00 1x 14"APA Rim Board 1 1 »'•r.rmrrmi..im.a immlb�m..rr..r.rm<m.>rmm�rm�Ir�»���°�� �'�' RM1 40-00- " "RM1 12-00- � RM1 11-00-00 1"x 14"APA Rim Board 1 1 IflhuUIuIIIflUflhjflflhuii RM1 10-00-00 1"x 14"APA Rim Board 1 1 RM1 8-00-00 1"x 14"APA Rim Board 1 1 um RM1 4-00-00 1"x 14"APA Rim Board 1 2 II RM1 2-00-00 1"x 14"APA Rim Board 1 1 BM1 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM2 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 a BM3 21-00-00 5 1/2"x 12"Glulam(1.SE 24F-V4 DF/DF) 1 1 7111111111 - BM421-00-0051/2x18Glulam(1.8E24F-V4 DF/DF) 11 BK121-00-001.5RigidLamLVL1-3/4x1411 BM1318-00-DO1.5RigidLamLVL1-3/4x1411 BM518-00-001.5RigidLamLVL1-3/4x1411 BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 1411 1� � � 0 BM6 12-00-00 1.5 RigidLam LVL 1-3/4 x 141 1 • . N BM10 BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 1412 ' +�eO r4=1"41NWT.w.T. Ns !, 11 ' BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 1411 N N NN A BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ' I rE I' BM7 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 7imiamemm�� BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 1 '� Iii1 ��I BM8 9-00-00 3-1/2 X 14 BIG BEAM 1 1 _00 A BM9 7-00-00 3-1/2 X 14 BIG BEAM 1 1 2 INEfil m r-'�� I I BM10 5-00-00 3-1/2 X 14 BIG BEAM 1 1 1 s-1 111111111 L]C7 BM11 4-00-00 BBO2 1 1 I 11IIi M BK1=BLOCKING--RM1=RIM BOARD FLOOR LOADING40 LL15 DL «��$ �:t m • BM8 • I I I 1 yN� � �I I IIIIIIIIIIIIIiiiuiiiiiuii mg _III .I1 il TH017140.2 21 ® TFL1714 3 1 X 14 OSB RIM FOR SHEAR BLOCKING 25' 3Z1 © HUCQ412 1 'N O O O O 0 [. LL it IF LL. o SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN IADDITIONALPOST TRANSFER BLOCKINGAND S ��s-D -����I — — -- — ILIff — HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I- I� _ _ ��, a ,,,��i 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' [� !BMS OII M N N N N RM1 I f it 9 — — I� IRMl I_ I JOIST WITH RIM (24x36 SHEET) SCALE: 1/4"= 1'-0" SHEET 3 OF 3 PacifIili..umber ® CONFORMS TO DESIGN CONCEPT Q CONFORMS TO DESIGN CONCEPT & TRUSS COMPANY ❑ CONFORMS TO DESIGN CONCEPT WITHCONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ❑ REVISIONS NOTED 0 NON-CONFORMING-REVISE AND RESUBMIT 0 NON-CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABAICATOAIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DRAWIATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY PRIORITY OVER THIS SHOP DRAWING. OVER THIS SHOP DRAWING. By Rae Hauff Date 10/26/17 By: Arnold R.Solomon Date:Oct.25,2017 MILBRANDT ARCHITECTS CT ENGINEERING INC