Loading...
Plans (71) /t7.--C7 -20/6) -- 00 .s'7 l 571 st ' Srih LEGEND: _� TRACT A SS SANITARY SEWER Pacific SD STORM DRAIN Community' 457.4DeSiun 465.3 _ 45.9' WATER LINE 37.0' _.•••� • "�� r�� �i ` ® • MANHOLE �ZTigard,OR 97223564SW Main et ••-- � �c,yl°;z._ _ *� >,.�g.:s- [19 503-941-9484 -• 466 �� I/ .e ,� ' —;- ■ CATCH BASIN - ‘4111111.1.11DATE: 5/20/2016 — 20.32' 16.16' �� aha 1 STREET LIGHT REVISIONS 25.51' 29'29 i� ____�- STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 470 ,� EROSION CONTROL - \ ---- \ ---'----- 7 I .''���► \\\ - ----------- -, I_ I I 1 P' I � Ii I L`- • / \ -r Q i i r- _ \ I _ J I r -_ \ `\ I 7,5 0 SF y -� Ir SETBACK SUMMARYI I I f ' I BUILDING: 5017AD 1 I FRONT SETBACK: 20' I \ 5.00' FF= 486.3 I I iSIDE SETBACK: 5' \ BFF=477.3 I ' STREET SIDE SETBACK: 15' 131 \\ 1 ,♦I0I i 29I REAR SETBACK: 15' \\ I GARAGE \ 1 I 1 ; �i 72 ��� _ �1 15.92' -_�� 4�2 f jN L' o / i� llillt I1IIf�� 474 ,, / ��I o ■O � i PORCH I�J,�,,,�,_ 476 11 ' -- --ems J 1� ice. �� f why.:-.77-._,-.5.171.... - - - 178 `''' 1 �� iii LOT COVERAGE: N \ y. ; 6.00' 1 �- 1; N o.'� j 29.26' 0 1 �. j 1 25.00' 21.00'N v PUE 1 O ° LOT AREA: 7,541 SF w / c 1 1 f °,^ o _ POLYGON AT a -- — L ` _„,. .....— BUILDING FOOTPRINT: 2,357 SF BULL -o �.�.,�.�-�a.,.,�_ i - Lc-2 ' . 485.3 ���-Allerni �%�4� 478 8 COVERED PORCH: 58 SF MOUNTAIN �� i �.- �� _ I j �_ 1 CANTILEVER LIVING SPACE: 0 SF SIDEWALK ' //v1 �� • 4� jelic COVERED PATIO: 0 SF d ;, -- PLANT (2) STREET �. .__`,za cn I �� ��Y TREE: 2”CAL. S° WATER METER �"�-��;R DECK AREA: 208 SF LOT 30 /f \ GOLDENRAIN TREE / ; s� \�`' �- TOTAL COVERAGE: 2,623 SF PLOT PLAN � \/ KOELREUTERIA ss yk_____\ so 34.8 % o PANICULATA SANITARY LATERAL 'Q I Sp SW SEINE DRIVE STORM LATERAL IMPERVIOUS AREA: 3,237 SF 0 I 5 110— 1 1 1 ' , s i -c; scv , .—ii �� i g POLYGON NORTHWEST (503) 221-1920 C�3Y 14Ri� 0 % 2S1C Q Appr®ve` k,' Planning PROJECTNO.: 395-031 W8 } �+rf 11 Ing TYPE: CONSTRUCTION �a`� rj SCALE REVIEWED BY: PRE LOT 30 (R-4.5, LARGE) _____5:40,! /1S 10 20 POLYGON AT BULL MOUNTAIN Initials: __ tea Z 15188 SW SEINE DRIVE 1INCH=20 FEET PACIFICUIMBERCOPYRIGHT2015 DE5�6NNOrES: ROSEBURG FRAMING SYSTEM' THIS FLOOR SYSTEM WAS"�,:an"""""°""` quality engineered wood products for today's builder-aw=" These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. DESIGNED TO MEET OR The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI I✓�� �` '� RIGI I7RI M. Al I� ��� Company,which retains copyrights to.and ownership of the plans.Use of these plans by any other EXCEED THE LIVE LOAD KI y K K sore eLocK PC-1. �,»,,�a,,,. rows raor neve -.x„x,lr.0 TO eenRiu�se�orv. m�ata,� ., warms.wonsxe�o�zz product supplier other than Pacific Lumber Company Is strictlyDEFLECTION CRITERIA �� �,,,w , I) pp' p y prohibited.Unauthorized use or _ _ pea perms,t a.MnrcxRDSf8tlA0 FOREST PRODUCTS 1lOSEHURO FOREST PRODUCTS ---- , eEnRieSnaen or s�occs � copying of these plans,infringes rights under the Copyright Act infringes face liabilities that Include OF L/430 �W ' `� / eELOry TO POST ABOVE. penalties of up to 520.000 per work infringed,and 5100,000 per work Infringed willfully. ► �II1� FLOG LIVE LOAD 4i�RFPF JOIST / 4 FLOOR LIVE LOAD /�/`/ ��V 1 2p5f DEAD LOAD ao suec eositTPRODUCTS I'' i. ���� BASEMENT FLOOR JOIST LAYOUT SLEEP/N6 Atze AS: .-"-1.'- SCALE: 1/4"- 1'-O' 3Opsf LIVE LOAD 1 2psf DEAD LOAD P:' tz, -x START START ROOFLOAD/N6: RFPI BLOCKING PANELS NTH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL FRAMING FRAMING 25psf LIVE LOAD RTS. Rrc. HERE N / HERE 1 9psf DEAD LOAD 9-1/2 RFPI-20 e 13"O.G. .I-1/2 RFPI-20 5 16-O.G. 1 '� �, @. rl R1 r� ?' PATIO ® CONFORMS TO DESIGN CONCEPT PATIO » III __ I.Ri ,� I 1 I I ❑ CONFORMS TO DESIGN CONCEPT WITH I rI - Il REVISIONS AS SHOWN , T ❑ NON CONFORMING-REVISE AND RESUBMIT II 1 L R 1 I ' J�J3 J THIS SHOP DAAYIN i45 SEEN REVIEWED FOR GENERAL.,CN GPS'ANCE 4 r x x L 1 JB J3 G 1" l_1 , .131 r WITH THE DESIGN CONCEPT ONLY AND NES H RELIEVE THE h y f• R B 1/.,13 1 ! II 11 q FABRICATOR/VENDOR A F RESPONSIBILITY FGA CGNFOANANCE KITH THE J�!1 !! 1 51 13,1 J J J J�J J 3 J ! - il DESIGN THIS 4 A SPECIFICATIONS ALL LP WHICH HAVE PRIORITY j ��J3 _�i f3 JB ,.r 1 1 ! ! OVER THIS SHOP DFAYING. ! 1' 1 � By: Arnold A.Solomon Date:December 3,2015 i I �7 J3i 1: CT ENGINEERING INC ! j j !I ' I I 11 it i� 11 I Ja J J �z Jk J2 J ° 11 1 ii • II -0 J z #� �� a¢ 1�a2 I -... 1.---''' —4— ' 432 _!I -.,.a_ -s.. ka R1 sI_va_;� !1,1 , -__._._fie , , ! 1! MILRRANDT ARCHITECTSRi ! _ .I1 J1 J1 J1 .gip Jn .11 .ah J1 J1 J1 41 .1 Jh J1 {1 J1 41 J1 41 J1 it 41 J1 41 1 41 J 1 j • j I r 1 I II i! li ! i1 � I ! f II! h e, e__ ._. . _._ - — I I I PORTANT) REFERS GE INSTALLATION GUIDE F.- ALL FRAMING DETAILS AND I- GIST INFORMATION CONTRACTORNOrE5: PL 1 5-404 (Basement Floor) 1)VERIFY ALL FRAMING CONDITIONS POLYGON 11A BASEMENT WITH JOISTS LEGEND: 2)ALL FOOTINGS PER DESIGNER'S PLANimi �� (UNLBSS MOPED OTHERWISE) Mrk• Material Width Depth Grade Qty Gut Lth Tot Lth pacm ' mbar ( H }—-HANGER GALLOUT 3)ALL BEAMS PER DESIGNER'S PLAN .J1 RFPI-20 1 3/4 9 1/2 14 24 336 ®/ (UNLESS NOTED OTHERWISE) J2 RFPI-20 _ 1 3/4 9 1/2 1 0 28 250 SUPPORTING POST 4)USE CAUTION WHEN GUTTING FOR PLUMBING J3 RFPI-20 1 3/4 9 1/2 11 12 132 -POST LOAD ABOVE 5)PROVIDE PROPER SUPPORT AT ALL J4 RFPI-20 1 3/4 9 1/2 2 6 12 ® & TRUSS COMPANY R1 0513 Rim 1 9 1/2 5 16 80 R -RIMBOARC) SHEARWALLS 51 RigidLam LVL 1 3/4 9 1/2 1.5E 2 12 24 10515 SW ALLEN BLVD BEAVERTON,OREGON 99005 (503)558-5663 LB -LVL BLOGKING 132 RididLam LVL 1 3/4 9 1/2 1.5E 2 2 4 A TH1515PLACEMENTPLANONLY' PLANDESGRIPTION/NUMBER: 11A (BASEMENT WITH JOISTS) JB -JOIST BLOCKING JB1 BLKG 1.95 LVL 1 3/4 9 1/2 1.5E 32 3 96 This layout is to be used in conjunction with JB2 BLKG RFPI-20 1 3/4 9 1/2 14 3 42 CUSTOMER: POLYGON J -JOIST GALLOUT Architectural/Structural plans.Verify all PLAN DATED: 11/21/15 B -BEAM(FLUSH w/JOIST) shear wall blocking placement and connectors Accessories Purchaser responsible for approving this THO 1 9 950-or-ITT9.5 6 DESIGNER: KAM/L HENDER5ON DATE: 12/1/1 5 H 1 HDR -HEADER(BEAM BELOW JOIST) ayout prior to any construction. I BBC?-BEAM BY OTHERS PL 1 5—4 0 4 BASEMENT T SHEET: 1 of 3 • ROSEBURG FRAMING SYSTEM" w °,;��;„=. PACIFIC LUMBER COPYRIGHT 2014 DESI6NNOTES: qualilyengineeredwoodproductsfortoday'sbuilder•- "`'`""°a"y"""T ,I' li ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. THIS FLOOR SYSTEM WAS IMPORTANT/ The plans may not be re-used or copied.In whole or part,without written permission from Pacific Lumber DESIGNED TO MEET OR RI GI LAM LVL RIGI�RI M" �� REFERENCE INSTALLATION Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other EXCEED THE LIVE LOAD CE product supplier Other than Pacific Lumber Company is strict) prohibited.Unauthorized use or i�,�„�tl� vo`srs FnoH�eove \,�; .uw / ixsrnE�w�AsxswcKs p these p y strictly Pc:MA rta soaasr sleooueu IEasEmnea roatsT veaovcrs „Ilia i „a..' ,III vert veuie�e.Hnrcx GUIDE FOR ALL FRAMING DEFLECTION CRITERIA ee..R,xs..aeA ov s�oc"s copying of these plans.)00 per rights under the Copyright Act.Infringes face liabilities that include OF L./480 �% seLowrovosr..eove DETAILS AND I-JOIST INFORMATION penalties of up to$20,000 per work Infringed,and S 100,000 per work Infringed willfully. rr■1i `��. RFPI-JOIST �� II■\ FLOOR LORD/NG: ���31 IK S 1 2 sf LIVE LOAD T ceOSE9uuo FORESTPPOouCtE /t I,..401,1,„ •�II,V� 1 2psf DEAD LOAD SLEEP/N6 AREAS: ..".xn..,.. 3Opsf LIVE LOAD ..«NM<x" .��,.k- 1 2psf DEAD LOAD .�,.,'EE FPo�' "=--* MAIN FLOOR JOIST LAYOUT SCALE: t/4"- 1'-O” ROOFLOAD/N6: RPPIBLOGKMG PANELS PATH BEARING TALL ABOVE POST LOAD TRANSFER DETAIL 2Spsf LIVE LOAD N.r.s. N.r.s. 1 7psf DEAD LOAD 12" I START START 12" R 1 __ �� (z)B41 I FRAMING FRAMING (z14 __ _ _ R 1 �..� , DECK HERE HERE DECK a J� I — AJ� _ U 54 JB S4 I 84'451 84 L U r - - (2)52 (2)52 _ �' .d9 , 57, '12- 2 4.84 TA`B6 'S z r {. - ' —f- 3� ----- -S------ ---86 1 B4,_ ---.12--- ~21 42 -r R 1 :- ---- ...42,1.1a--_----------- -------- - i► to - — 'r -.15 R1 42 • J../ 4 -.0 J -fs - -- BEAM FLUSH WITH TOP OF FLOOR JOISTS 24" OPEN WEB JOIST @ 19.2" O.C. 7-06-04 17-07-12 15-0D-0B TAGGER F15 JOISTS 5 F02 .I( ! GIRDER TO AVOID TF POLYGON HANGER COLLISION AND PLUMBING ABOVE._ START FRAMING HERE 17A (BASEMENT WITH JOISTS) MOVE JOISTS +/- 4" TO I 1111M —.--Lo os Vw� ' I W li c ;o PL15-404 UPPER \� 12/1/2015 AVOID PLUMBING ■1 : 50'-0" 4'0 1 281-9' _ 1W-3' s>. i T At lal 411 r , Z1 Y 4:12 Lk? IM.,0:1 IIII Illirl Ci E= T. I. Z (- ra51r FJ2 'airom �te E FJ3 T fa 111111 EN i `� `' r l FJ4 "ri I IIMITIMik „e__ ...I 6111 • FJ5 -Y ! d FJ6 °J31 ZE r1111 ill IL Ai FJ7 ...IP DJ4 AJ1 FA PS DJ6 1 L2 ll - FJ9 e� • 14:121 FJ6 a3 as It 2 FJ7 4 DJ4 - mr .. T :12 DJ3A� r • ... ti 14:12 -a \ DJ2 WA J11 V) V DJ1 FJ10 (6) f J12 (2) °t- ,-:,M MEN HHB6 (1111326'' e r MillUaMINII I K12 All I = IG2 co b I WM Lir 4 / i cr . ..._. CO KJ1 A2 (4) I ,i1 I CI In rtf 1:. 1 Al I • :' i 61 ,IP ® CONFORMS TO b PT n CONFORMS TO DESIGN CONCEPT WITH p CONFORMS TO DESIGN CONCEPT REVISIONS AWVIN 1 16'0 I 11',3' I 6',21/2' I 12'-61%2 ❑COREVISINFOONSRMSNOTTODESIGNED CONCEPT WITH ❑ NON-CONF M 7RM1NG- •01St AND RtSUDMl1 50=0 0 NON-CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING Ha DEEN REVIEWED FOR GENERAL CONFORMANCE THIS DROP DRAWING HAS SEEN REVIEWED FOR GENERAL CONFORMANCE WITH DECK3N CONCEPT ONLY AND DOES NOT RELIEVE THE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONStRITV FOR CONFORMANCE WITH DESIGN FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DRAWPRGS.SPECIFICATIONS AND APPLRORRLE CODES,ALL OF WHICH HAVE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY R RITV OVER THIS OPD wING. By AlIee xia Fukui Date 8/12/15 OVER THIS SHOP DRAWING. MILBRANDT ARCHITECTS By: Arnold R. Solomon Date: November 3, 2015 CT ENGINEERING INC ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 11/02/15 PLACEMENT ONLY.REFERTRUSS CALCULATIONS A TO ENGINEERED STRUCTURAL M `1._ PROJECT TITLE: REVISION-1: DRAWINGS FOR ALLFURTHER ' '; 17-A PLAN INFORMATION.BUILDING ' DESIGNER/ENGINEER OF RECORD ‘ umber RESPONSIBLE FOR ALL NON-TRUSS PLAN: DRAWN BY: DM REVISION-2: F{ TO TRUSS CONNECTIONS.BUILDING DESIGNER/ENGINEER OF RECORD TO 17 / A CHECKED BY: REVIEW AND APPROVE OF ALL TRUSS DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. 0.1111 - 11 All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.