Loading...
Plans (63) ,A,$7T7 )`' --'07(4.2_,/2 , /5AS1 dCj rimes z4-7 -, I I I I LEGEND: . 0' —SS SANITARY SEWER Pacific, 478 I_ 1 Commumt \ SD STORM DRAIN Desi<Tn leo i \ 4 w WATER LINE ' I \ 478.0 ® • MANHOLE 12TgarSd Main 479.5 I — — [T]503-941-9484 i ■ CATCH BASIN 23 0' 37 0 y(_ DATE: 5/20/2016 le,fsw .--0- _— -„�rr�rFrrnrr'rs�r rr .Frirssa. .'.., A®.��®,m®.a;;-. .��... ,0:= =,o....=��.Vs��.==,nr, a..1�s�rt.� :Was® ®®� t�–E "__""_""_"_ = � -� !"� STREET LIGHT � _ REVISIONS I 12.90' 1 \ STRAW WATTLE PERIMETER NO. DATE DESCRIPTION t 14.34'26.13' r I EROSION CONTROL — — 1 . I 1 l 1 *� r 1 i 71 iI I 17-1- L SETBACK SUMMARY I 6,120 SF i i i + FRONT SETBACK: 20' 1 ; SIDE SETBACK: 5' :1 ' I — � I � STREET SIDE SETBACK: 15' I , I REAR SETBACK: 15' ' 5.00' i : 5.00' E 1 72 i BUILDING: 5019AD 70 FF =497.0 I I _ I - 486 BFF=488.0 ; I _ — I o 1 i GARAGE NI I I 1�4901488 l 1 1�1�� ll——— — ' I��' I �� I i 111��1 III LOT COVERAGE: N I-L'�' ��494•��g oPORCH��za�1•L r - - LOT AREA: 6,120 SF I .; i' 6.00' POLYGON AT EH h 1' BUILDING FOOTPRINT: 2,364 SF 3' / \ \27.62' 20.62' r 25.62' 1; PUE _ BULL f 1, ic I COVERED PORCH: 98 SF 1 MOUNTAIN , �L , \ Ar 'Aram PI 14 7 1' CANTILEVER LIVING SPACE: 41 SF -� �, �/ 600 I44 r J ���_�� ` + / / � / / ' // COVERED PATIO: 0 SF �., / s � 494.9 � 1a�'s , i 1. / �__ _� I_ _ _____-\_ I DECK AREA: 224 SF 'N ; 495.2 : `n SIDEWALK ` LOT 71 N M x M ' M M Alip, i/ M M ,;(v, TOTAL COVERAGE: 2,727 SF PLOT PLAN WATER METER SW THAMES LANE OS Mil Os Os OS 4S US OS 44.6 % ° PLANT (2) STREET / STORM LATERAL IMPERVIOUS AREA: 3,324 SF TREE: 2”CAL. I 4 I , .��.; \ • , 141 KATSURA TREE /—ter SS -• SS ss a , j �� CERCIDIPHYLLUM , SANITARY LATERAL \ E: - JAPONICA '' �� _'i = , A. ,PF-7-. , A' \ - r 3 CITY OF TIGARD POLYGON NORTHWEST (503) 221 -1920 23 2S1 W8 C /x� Approved by Planning PROJECT NO.: 395-031 TYPE: CONSTRUCTION Date: SI 14/ it SCALE REVIEWED BY: PRE 073 LOT 71 (R-4.5, LARGE) I,,,, 10 20 omc0 POLYGON AT BULL MOUNTAIN Initials: Z 15258 SW THAMES LANE 1 INCH=20 FEET SII T 11'-5 1/2" / & / r 4 :12 Q CONFORMS TO DESIGN CONCEPT w I A ❑ CONFORMS TO DESIGN CONCEPT WITH �i CL REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT I M � TRIS SHOP DRAWING NAS BEEN RELIEVED FOR GENERAL CONFORMANCE I f , i ' ' ' ' RITE THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE d FASAICATOAIVENDOR OF RESPONSIBILITY FOR CONFORMWCE WITH THE . ` \ a DESIGN S AND SPECIFICATIONS ALL OF WIN HAVE PRIORITY OVER THIS IB DRAWINGS SHOP DRAWING. BY o MRP Date.12/15/2015 CT ENGINEERING INC \\"\\\I co ):12 : locr\\\\\\\ ■ 1 I 1 1 4 v E O ea V8 /\ ... 1 ,!/ / / / //\ l \ / \ , ; /Ht,S'Lg :12 • / 14:1214:12 14:'� H 1r!■ Ca eNsft...0 ........L .P] 0.1'. Kir EC -- u'I W i Nr W • �� ❑X CONFORMS TO DESIGN CONCEPT !— r. ❑ CONFORMS TO DESIGN CONCEPT WITH CO REVISIONS NOTED CO ❑NON-CONFORMING-REVISE&RESUBMIT r THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENEV RAL CCN=ORMANCE '`r GARAGE OATH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS,SPECIFICATIONS AND APPI!CABLE CODES ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. By Alexia Fukui Date 8/12/15 f 20'-5 114" I MILBRANDT ARCHITECTS 1. 15'-3 314" I. 91-r 13-111/2" r -I50'-0' ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 11/25/14 PLACEMENT ONLY.REFER TO TRUSS ENGINEERED LA CALCULATIIONS AND PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER 5019-A POLYGONINFORMATION.BUILDING DESIGNER/ENGINEER OF RECORD RESPOONSIBLESIBLE FOR ALL NON-TRUSS PLAN: DRAWN BY: REVISION-2: TO TRUSS CONNECTIONS.BUILDING DESIGNER/ENGINEER OF RECORD TO a T R U w1J� COMPANY 5019 / A CHECKED BY: REVIEW AND APPROVE OF ALL DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. 0.115" - 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss. START FRAMING HERE 9-00-00 (F 600 0 141 BM1] El V m a ,.6 • :,.p . ...,M.-St F+-..:P.=—P-.—F' 41.P v v :.e MI o i6.,..7Iii ir MOVE JOISTS +1- 4" TO AVOID PLUMBING o o1\ 24" OPEN WEB JOIST @ 19.2"O.C. O LL ® POLYGON #_.,_r_',1__5 vim. N N LL LL 19A (BASEMENT WITH JOISTS) PL15-408 UPPER 12/3/2015 v v n ` n n n n n n n n n n n n n n nn L,NL 'LL LLLL : LL U LL LL U- LL �LL LL LL LL U- LL LL LL LL LL LL LL LL 28"F28 31; Products PIotID Length Product Plies Net Qty LL' LL LL co CO CO ILL CO BM4 21-00-00 6 3/4"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 2 BM6 10-00-00 6 3/4"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 LL eon osis V BM1 9-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1 LL Fos A BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 27h11-08 BM3 15-00-00 5-1/2 X 16 BIG BEAM 1 1 28 F28 F28 ue._ -,i I _I �' _I . ?M4r II J IL L—_ ` �BM6� -er- --v---s- -c-- —�—r v--r 1T-0 9 A `� 0 ACCESSORIES QTY F29 44F28-F40-F28;'528 F28 F28 F28 -28 F28 F28F301 L.iE° °- - ® HIT424 64 N _ 2X4 DF#2&BTR FOR RIBBON 194' LL F01 'A ID :111, p ® - BK1=BLOCKING FLOOR LOADING lD (D (O (O LD LD LD LD (O t0 CO RMl=RIM BOARD 40 LL yy LL:LL LL LL .LL LL LL LL LL LL LL LL LL 15 DL n> m m• ,:C) NNII, REFER TO STRUCTURAL PLAN FOR ADDITIONAL LL 7 " < < 7 t A. POST TRANSFER BLOCKING LL 'LL LL -LL LL Li .LL U- Li U- LL ° 1 AND SHEAR BLOCKING REQUIREMENTS. NT'F03 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN NT O I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I F28 F28 F28 LL ®1'-0°./9 Al mummiimmi M21 I t cn ® 0.:: o.,v..® .aaw.® To: LL LJ_ I N —,1L LL LL TO F28 F40 ® F28 F28 F28 1---I— F29 F41 4 ® 111._-,�-`I-Al 1 5-00-08 F28 F28 F30 R �_ P. I - DO NOT: Loosen,remove,cut or notch JOIST WITH DBL RIBBON any part of the open web joist. ❑ CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH Paoli h`t umber NON-CONS AS RMING-N ®=AFTXZSIGN CONCEPT WITH `°NFORMSTODESIG"`°""" NON-CONFORMING REVISE AND RESUBMIT ❑ SCALE: 1/4"=1'-0" on 24"x36"SHEET ❑ ❑ &RESUBMIT & TRUSS COMPANY THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE H C r�T OF }. WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE - :',-"I' . ,, „ FABRICATOR;VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE Ey ' aslL.iu DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY MILERANDT ARCHITECTS OVER THIS SHOP DRAWING. By: MRP Date 12/10/2015 CT ENGINEERING INC ROSEBURG FRAMING SYSTEM'" 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 201 5. The plans may not be re-used or copied.in whole or part,without written permission from Pacific Lumber RIGI D LAM-LVL RlGIDRI M� Company.which retains copyrights to.and ownership of the plans.Use of these plans by any other product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROBEBURe FOREST PRODUCTS eOSE&1RO FOREST PROLNCTB copying of these plans.Infringes rights under the Copyright Act.Infringes face liabilities that include penalties , per of upto$20000 work infringed,and 5100,000 per work infringed willfully. 40PNRFPFJoisi 1403'EIIBRD FOREST PRODUc:iS START START CONTRACTOR NOTES= DES/6N NOTES: FRAMINGFRAMING 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS FERE \ 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE)HERE EXCEED THE LIVE LOAD DEFLECTION CRITERIA F-1/2 RFPI-20 @ 16"O.G. F-1/2 RFPI-20 e 15"O.G. 3)ALL BEAMS PER DESIGNER'S PLAN OF L/430 (UNLESS NOTED OTHERWISE) 4)USE CAUTION WHEN GUTTING FLOOR LORD/N6: PATIOI I PATIO FOR PLUMBING �2pssf LIVE LOAD f DEAD LOAD 5)PROVIDE PROPER SUPPORT AT ALL I R1 151 I SHEARWALLS LEFP/N6 AREAS: , 1 11 I i I I q II '' _ - -__-- —1-- TH/SISAPLAGEMENTPLANONLY. 30psfLIVELOAD —11771, -TT lij d Il I 1 !I �. li 1 This layout is to be used in conjunction with 12psf DEAD LOAD !� E �'I, I1 Architectural/Structural plans.Verify all R1 11 II �'i ;II II I 11 11 1 I I -11 shear wall blocking placement and connectors. ROOFLOAOIN6: I! II! 1 !,� II 1j �iI ''� Purchaser responsible for approving this 25psf LIVE LOAD li ayout prior to any construction. 1/psf DEAD LOAD !' i a I y !m 1 m Ii I s 1 I I Iv I 1 ,¢ iz 11 n it 1 I I;01 !I I � :x: I it f h , �'` • . I I I R 1 R 1 I 1 1 `▪ ;„S. J'1 , ,. rt I SII ��- 1 21i1 1 I IIIII � -ii,�3, : Jk : _ . J� 1 I .tpg. ! J' J3j Ji3 4I 43 4348 J3 J, 1 11 1 /2 ►��� J;3_l1 �g.�3�5_3 J�JB J3 �13-g.J3 Jr - - JJ'� l sa.,-.,> .��� Itmom- w:�o -ea« it 1 I 1 11 11 t 1 II 11 .a.: 1 is ! ' il hi ! 1 RFPI'BLOLKIN6 PANELS NITN BEARING 1NALL ABOVE Ili 1. - h �I 1 ��..,P,�: �l, - ,I h j , I .—. .—. .—. .—._1.1--.—. I a AI1 ▪ �oK '�AIIIEFaNBLO� AREA OP BLOCKS fP '.a \` BELOW TO POs Bove. 4 IIN. // a y /r A, I / POST LOAD TRANSFER DETAIL / N T.s. /_ ' /f • 1 I Ir I I / f I I PORCH , 1 PORCH IMPORTANT./ REFERENCE INSTALLATION CONFORMS TO DESIGN CONCEPT GUIDE RAMING DETAILS AND I-RJOIST ALL I FORMATION ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN LEGEND: NON CONFORMING REVISE AND RESUBMIT umber }/�� PL 1 5-405(Basement Floor) THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ® o)— pacin(H -HANGER GALLOUT POLYGON 1 FA(BASEMENT WITH JOISTS) WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ❑ oF". �l FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE ;` ® -SUPPORTING POST Mrk n Material Width I Depth Grade ION I Gut Lth Tot Lth DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY ❑ o -REVISE s & TRUSS C 0 M P A N Y 51 RigidL am LVLY1 3/4 9 1/2 1.5E 2 4 8 OVER THIS SHOP DRAWING. ® -POST LOAD ABOVE 52 RigidLam LVL 1 3/4 9 1/2 1.5E 2 2 4 By: MRP Date 12'10/2015 (^ ., R -RIMBOARD JB 1 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 25 3 1 5 CT ENGINEERING INC e.r Date 12/11/15 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)553-9663 LB -LVL BLOCKING JB2 BLKG RFPI-20 1 3/4 9 1/2 15 3 44 MILBRANDT ARCHITECTS J1 RFPI-20 1 3/4 9 1/2 2 22 44 PLAN DESCRIPTION/NUMBER: 1 FA (BASEMENT WITH JOISTS) JB -J _ -JOIST BLOCKING J2 RFPI-20 1 3/4 9 1/2 2 14 25 CUSTOMER: POLYGON J -JOIST GALLOUT 45 RFPI-20 1 3/4 9 1/2 24 25 524 BASEMENT FLOOR JOIST LAYOUT PLAN DATED: 1 1/30/15 B -BEAM(FLUSH W/JOIST) R1 05B Rim 1 9 1/2 3 16 45 SCALE: 1/4"- 1'-0" DESIGNER: KAMI L.HENDERSON DATE: 1 2/3/1 5 NPR -HEADER(BEAM BELOW JOIST) Accessories BOO-BEAM BY OTHERS H1 I ITT9.5 4 PL 1 5-405 BASEMENT FLOOR SHEET: 1 of 3 CONTRACTOR NOTES: PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM'" 1)VERIFY ALL FRAMING CONDITIONS quality engineered wood products for today's builder' 2)ALL FOOTINGS PER DESIGNER'S PLAN These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. (UNLESS NOTED OTHERWISE) The plans may not be re-used or cs to.an n wholeweor hof the plant written these ion from Pacother r Lumber RIGID LAM-LVL RII GI DRI MT Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other 3)ALL BEAMS PER DESIGNERS PLAN product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or RosseuR0 FOREST PRODUe1s R0.4E91aK3 roassrrmu:eis (UNLESS NOTED OTHERWISE) copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include 4)USE CAUTION WHEN CUTTING penalties of up to$20.000 per work Infringed,and$100,000 per work Infringed willfully. FOR PLUMBING 4W1ht RFPI-JOIST 5)PROVIDE PROPER SUPPORT AT ALL SHEAR W ALLS R0.TFetlRO FORaSIPROOR4M5 TH/5/5 A PLACEMENT PLAN ONLY PES/6N NOTES: This layout is to be used in con junction with THIS FLOOR SYSTEM WAS Architectural/structural plans.Verify all DESIGNED TO MEET OR shear wall blocking placement and connectors. MAIN FLOOR JOIST LAYOUT EXCEED THE LIVE LOAD .'urchaser responsible for approving this SCALE: 1/4"-1'-0" DEFLECTION CRITERIA START ayout prior to any construction. START OF L/480 FRAMING 3'-31/4" DECKI B'-31/4" FRAMING FLOORLOAD/N6: HERE \ I DECK 4Opsf LIVE LOAD I R1 - (2)B3 ,� HERE 12psf DEAD LOAD f' . -- -- - =I -- - - SiR1 - - _ 51 -�___ _- -(27B3- ---- -J— R1.,-. -d5 �=_1—_— ---.----,I1_--- _-_ t --- —' - ___—_ --LI- - = J 1---- --_ 3Opef LIVE AREAS, 1 il5 4 - d Mktir - .- R1 _III 1 1 ��� 1 2psf DEAD LOAD =_. i __ 1L_ • ! _'1 ROOFLOAOIN6: - �- -— -- d 1 _ - o' m — 25psf LIVE LOAD 1 J- ' I m -H — O ~ N_ O " — = �I 1-(p5f DEAD LOAD 9 _-_"I 0 B ._-II J5 x, ot .11 fr=-a —n — o Z m o " _— I JS - a't------ -- ----------- — -- ® W -I ® - -- — inumplimmo-- / 1 1� 11.==11-__-_-_. ---, -IS i ! ,,,,,E.,,,a,<:: =--,.- _ 17'-1 1/2' 11 i 11. 11 11-1 1„‹.2" ,4 , , ....",,, ........,, ,_ ____ J1 __,=---- — —-._-_.=.1 .. - __1_4 - < — t J1 _ el)_i 0 ; mx _1iii , �I a : , ".A,e ons „„„,„:„ 0 i_ z D II V1 .41 w t�8 D w Z D " B :m m�=aow, 0 R s i — — V ',E. � $1- w m ;i —11 - _. B 1 -- 0 RFKBLOCKING PANELS MTH BEARING HALL ABOVE ® 1 R1 ® i'r�-JS--4 lir ..- --- -- II — ___ la R1 it - - O 1 B11 - — — R1 LL B2::::::: _ ::.-PI--- == ( ::::B4 ---_5.4.-, .- - - - -.. .... -mak-- `=t - --- -=-=-I E1 N re T _ —___ J, I, - -- I 1 Iti SOLIO BLOCK ALL N r I, J2 - I N\ TO BEARING.BELOA J s IIIE r �� , se on.oro=.Aea e. Imo % 1i J"12 — J.I a I — J 1 2 -42- - J 2 �I'•. IIID I wAL ..m..---4.12 I. - - / II 2%4 PONYWAL-1-BELCH BEA .. J2 - — — _ JS I - _ = I� - --I—B'-4-1/2" 1 0'-3/8" J 1 °' 1 "- i- -J3- - R 1 R 1 —1 1 8'-4 E,. P05T LOAD TRANSFER DETAIL Jet 1 fI � — III ' J2I'li 1 _ „ \ R1 R1 1 N J#1 PORCH ii J^ I. PORCH R1 R1 � I I PL 1 5-408(MAIN) /MPORTANTI, POLYGON 1S A(BASEMENT WITH JOISTS) Mrk s Material Width Depth Grade Qty Gut Lth Tot Lth REFERENCE INSTALLATION B1 RIgldLem LVL 1 3/4 1 7/8 , 1.5E 5 4 12 GUIDE FOR ALL FRAMING B2 RNgidLem LVL 1 9/4 1 7/8 1.5E 1 16 16 DETAILS AND I-JOIST INFORMATION B3 RigldLam LVL 1 9/4 1 7/8 1.5E 2 18 56 B4 RigidLam LVL 1 5/4 1 7/6 1.5E 1 20 20 55 RlgldLam LVL 1 5/4 1 7/8 1.5E 2 14 26 B6 RtgidLam LVL 1 3/4 1 7/8 1.5E 1 B 8 ';= LEGEND: B7 RtgldLam LVL 1 9/4 1 7/8 1.5E 1 2 2 B8 BIG BEAM 7 1 7/8 2.1E 2 14 25 P1 BIS BEAM 5 1/2 - 1 7/8 2.1E 1 14 14 9 yrequiredp Racif� �. umber H -HANGER GALLOUT Filler blocking is not structural) provided both J1 RFPI-2o s/a 1 7/8 66 18 1 188 I-Joists are continuouslylaterallysupported J2 RFPI-20 5/4 1 7/8 10 90 900 pp by ® =SUPPORTING POST J9 RFPI-20 s/a 1 7/8 4 92 128 connection to the sheathing at the top flange.In ,. C O M P A NY ® .J4 RFPI-20 9/4 1 7/5 9 20 60 addition,the joint in the sheathing shall be positioned & T R U S S ;44 =POST LOAD ABOVE J5 RFPI-20 3/4 1 7/8 12 4 48 over the center of one of the two top flanges to assure RIMBOARD=RIMBOARD J6 RFPI-20 9/4 1 7/8 1 24 24 shear transfer between sheathing J7 'UPI-20I-20 3/4 1 7/8 1 12 12 LB =LVL BLOCKINGOSB / Y1' panels. 10515 SW 9 ALLEN BLVD BEAYERTON,OREGON BOOS (503)858-9863 Ri OSBRlm 1 7/8 e 16 128 - - PLAN DESCRIPTION/NUMBER: 1 9 A (BASEMENT P11TH JOISTS) JB G=JOIST BLOCKING JB1 BLK1.75 LVL 3/4 1 7/8 1.5E 21 9 69 ,-.. citie .erre '''' sv. J -JOIST GALLOUT JB2 BLKG RFPI-20 9/4 1 7/8 18 s 54 .� ..mm."n M,� M.. - M,. M. Mn Max Min M.. Min M: CUSTOMER: POLYGON PLAN DATED: 11/30/15 Accessories DBL I—JOIST WITHOUT FILLER CONSTRUCTION B =BEAM(FLUSH w/JOIST) H1 MIT 1 1.88-or-ITT 11.88 15 NTS. DESIGNER: KAM/L.HENDERSON DATE: 1 2/3/1 5 NPR =HEADER(BEAM BELOW JOIST) H2 MIT41 1.88 42 ," H9 L.55(1125 1 BBO-BEAM BY OTHERS PL 1 5-408 (MAIN) SHEET:2of 3