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Plans (91) 16775- 54) C7/ ` , _ r1-17--:,1e/L -ewe-39s LEGEND: _ —ss SANITARY SEWER Pacific 1 /1/,! 1II i 1 I II r Ii I 1 ' -SD STORM DRAINCOmmunit I —W WATER LINE ILII 12564 SW Main Street I Ii I i I _ © • MANHOLE Tigard,OR 97223 ' 'I- 1: CATCH BASINm503 941-9484 , DATE: 12/8/2015 �'/ - - - + STREET LIGHT REVISfONS � l/ � STRAW WATTLE PERIMETER NO. DATE DESCRIPTION / � �6 TRACT I �6 EROSION CONTROL (I �� D4 19.00' 20.00' STREET SECTION, SEE / /1/ .;1;4' l�114l,'IP \ 262. PUE �;: ,r fr 19.0' 00' j T CONSTRUCTION DOCUMENTSRECEIVED -' 262.9 — — — - I — ma / //1 /'t/ , - \ 1 i �l SETBACKMAR 9 2016 1 - _ _.. / 1 I I „ SUMMARY / I ' II I I I� FRONT SETBACK: 12' CITY OF TIGARD ' ' ' I 3. BUILDINGDIVISION II ! I GARAGE SIDE SETBACK: � i i I I i -- ;-0 T 4.00' ; I ii STREET SIDE SETBACK: 8' I -- REAR SETBACK: 3' I I i i 1: I' PORCH SETBACK: 8' I 3.00' i I, I 41 ( -I VISION 41 PUE i 11 ' I _ I CLEARANCE :' ( I k 1 I > I 1 _ _ TRIANGLE ii 42 o Ia 1-- , 3,105 SF , 1 . o� i ' 1 I i 40 ;10.00' , BUILDING: 2610A i ' i 1 v, �{ o I i FF=263.52 II I i 11 1 N I\ I �I I _ LOT COVERAGE: N lflt� I , I I I � 00 iPOIRCH ; L , -1 LOT AREA: 3,105 SF -I ; — 1 , POLYGON AT r_ %/ / II i ',, /' ''hIL---1---- !lo �_ BUILDING FOOTPRINT: 1,304 SF — JrA , l 11l Ill IIpit, — — II -- — —6.00' ---` --_ WEST RIVER -- 1 263.6 19.25'' 2629 PUE w _ - / E 1 / ..•.,-,:.-..,17.25' - = l) ��I — — — — — — — —,— COVERED PORCH: 49 SF N .1I/�il � �Il i,� i1it 4 TERRACE 3 �► - �WK A-� — CANTILEVER LIVING SPACE: 0 SF E1111111.111 .:�' ®NINW aIM TIWimi ��: -s DECK AREA: 0 SF N o ANIN ♦ L���1�_. TOTAL COVERAGE: 1,353 SF PLANT (1) STREET SANITARY LATERAL LOT 42 a TREE: 2"CAL. •� I WATER METER ss c- - , lair 43.6 % PLOT PLAN Si GOLDENRAIN TREE / IMPERVIOUS AREA: 1 717 0 STORM LATERAL SW 171ST AVENUE A SF KOELREUTERIA 28.00' PANICULATA as as CI' —as 4. :,-_ W ENI M /IA.Anfirmik . �. ►A. A .,. AIRII. fa E ��� --NI:AIIiiitIIIIMIIIIIIII/CI�l --MIIIMMIiiINIE Ca 0 O C POLYGON NORTHWEST (503) 221 -1920 CITY TIGARD 6 0 2S1 W6 Approve a PROJECT NO.: 395-029 en as Planning TYPE CONSTRUCTION oN LOT 42 (R-12, STANDARD) Date: `� SCALE REVIEWED BY: PRE io a rn POLYGON AT WEST RIVER TERRACE Initials: LS 0 13775 SW 171ST AVE _ 1 INCH=20 FEET a Z .. ROSEBURG FRAMING SYSTEM" ", = i PACIFIC WMBERCOPYRIGHT$Pae qtly engineered wood products for lodovsbuilder' �.�.�.w,m plansg copyrighted under Federal Law by Pacific Lumber Company 2013. .� u v - °"',°p"'^�`° ,I' ' These and the designs are w ?a®�9N# ABOVE SOUP 131.0CA ALL -- - me plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber }� t _ - 1°,: , ,) �� ro sE..:eew sr.�o"e Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGID■ E M LV I R1GI DRi A "'sr^L 5O""SX pLOfACB 5�x ai v {l a.s-f1Y1 '\IVlLJ 1Y1 ,IG, ' _-_ lIIIC Pea .72,a..nrcN product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or 4 ---____ / PER ss Need or s Mrt copying of these plans,infringes rights under the Copyright Ac[.Infringes face liabilities that include m•�T T• RaSBBUWi FoI)1�T Pv[1nNrC75 BELOW ra POST MUNE. \� penalties of up to 520,000 per work infringed,and$100,000 per work infringed willfully. � ,NO MAR 0 9 ?010 - RFPIpJt3isT �?,' 'r. 't a"`j} I GONTRACTOR NOTES. OP-516N NOTES . ,..:,.b..:,.a yy 'g i3�,,;F, 9,�}it i p°" 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS .a„� 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ,PANS""MT , EXCEED THE LIVE LOAD (UNLESS NOTED OTHERWISE) REP(BIALKM6 PANELS rIRN BEARING MALL ABOVE f•03T LOAD TRANSrER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA M.TS- NTs. (UNLESS NOTED OTHERWISE) OF L/480 4)USE CAUTION WHEN CUTTING FLOOR LOAD/N6, FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEAR W ALLS I I I 305LEMN psf E LOAD 1 2p5f DEAD LOAD ROOPLOAAM6, 25p5f LIVE LOAD 11psf DEAD LOAD r / - 7 I WHERE PLATE NAILING AT WHERE PLATE NAILING AT SHEARWALL ABOVE SHEARWALL ABOVE EXCEEDS ONE ROW. EXCEEDS ONE ROW, PATIO PROVIDE ADD'L BLOCKING OR WIDER RIM MATERIAL IDE ADO'L BLOCKING a" • WIDER RIM MATERIAL 1 PATIO J AS REQ'D. A' EQ'D. I, 1 1 WHERE Rt -- 51 SHEARWALL NAILINGE AT LABOVE .,.n, R 1R 1 1 I 121 R 1 i., - EXCEEDS ONE ROW, R 1 'J3 R R 1PROVIDE BLOCKING TK DER RIM hAER ORYI AL iAS REQ'D JbPOLYGONL 1 22(MAIN) 2610A _- _- - J6 Mrk• Material Width Depth Grade ON Gut Lth Tot Lth if 1 r R1 0513 Rim 1 9 1/2 1 16 112 -`!l J `'r 2 ^? .1 J6 _ J1 RFPI-20 1 3/4 9 1/2 1 10 10 J2 RFPI-20 1 3/4 9 1/2 2 2 4 R1• O Ot J3 RFPI-20 1 3/4 9 1/2 1 3 3 I R 1 _ R1 1 J4 RFPI-20 1 3/4 9 1/2 5 15 54 J6 ry N J6 J5 RFPI-20 1 3/4 9 1/2 1 23 23 J6 RFPI-20 1 3/4 9 1/2 15 26 390 -- JS - ® ® B1 RigidLam LVL 1 3/4 9 1/2 1.5E 1 13 1E, 0 O 132 RigidLam LVL 1 3/4 9 1/2 1.5E 1 26 26 J) iJb el tVJ6 JB 1 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 WHERE PLATE NAILING AT ... I J6 - = LL _. J6-1.:: SHEARWALL ABOVE { Q. It Accessories EXCEEDS ONE ROW, _.. .... _ n ry __ 1 4-0 ...._ J6 ._.. .... .........1 '-O'........... H 1 ITH01"1450-or-ITT9.5 4 PROVIDE AMYL BLOCKING —,� 3 12.-0" 14'0 OR WIDER RIM MATERIAL �"� ..._ .....: ,� ::::: '� .. _.....:.. Jb _:.: AS REQ'D. cr -.. - _.. _. __. J6 _.. __ _. ._.......___.___.. ......... _.___ .J6 .......... ____...._ ............_.. j - _- • __ _ _. _. J•� _. I R1 J 1 =1 ;R1 .. I ..... ..... J4. \ 1 J-1 �1 _ PORCH PORCH 1 A R is I I j .. iefox J4 R 1 J4 Si REFERENCE INSTALLATION R1 ;rte. e.. . GUIDE FOR ALL FRAMING START ART R1 R 1 DETAILS AND 1-JOIST INFORMATION Q FRAMING F AMINO 'o- WHERE PLATE NAILING AT WHERE PLATE NAILING AT \\ SHEARWALL ABOVE SHEARWALL ABOVE ` N HERE HERE N EXCEEDS ONE ROW, LEGEND: EXCEEDS ONE ROW, '` OR WIDERICE ADD'L BLOCKING ; PROVIDE ADD'L BLOCKING OR RIM MATERIAL ub � OR WIDER RIM MATERIAL AS REQ'D. H -HANGER CALLOUT AS READ ® -SUPPORTING POST & TRUSS COMPANY OMPANY ® -POST LOAD ABOVE R -RIMBOARD CONFORMS TO DESIGN CONCEPT CONCEPT`#_r vf _ISE 5930 JEAN ROAD LAKE OSWEGO.OREGON 91035 (503)853-9663 LB -LVL BLOCKING LUPIFORM;TO DESIGN"'C."i REVISIONS AS SHOWN PLAN DESGRIPTION/NUMBEI : 2610 A JB -JOIST BLOCKING O CONFORM rO DESa"""C`" NON-CDTIF P.MIF.G-15001 AND RESUBMIT CUSTOMER: POLYGON J -JOIST CALLOUT 0 eoe vKwrs nCoxcnr.�e« i x r x Mxs r,Dc :TOE",l,,e PLAN DATED: 9/23/1 9 B -BEAM(FLUSH W/JOIST) 0 HON CVN . sw,n OT-T . r OOP:f.. x e e ,x_<.w: ,:C�:.a.,�,Y,. ,,:=..,,w:< sx,s....,r',T F Or P..A>.e._Y .v..-uar, x:.n r HDR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT r-,g..�.._„ 1,`-'1•.,',1•1*, F :1:OrFond ,`1.' ` EMI.DESI&NER: KAM/BELIY000 DATE: 1 1/29/19 SCALE: 1/4"- 1'-O" ... A E E I ARCHITECTS C: Todd P.Mo. Co,e seetmeer s,nod J� BBO-BEAM BY OTHERS MIIBRAHDI yARCHITECTS CT ENGINEERING INC 1- L 1 3�2 (MAIN) SHEET: 1 of 1 F-1 CONFORMS TO DESIGN CONCEPT POLYGON ►, CONFORMS TO DESIGN CONCEPT WITH 14" OPEN WEB JOIST @ 19.2" O.C. 2610 A REVISIONS AS SHOWN PL13-251 UP H 11 0 CONFORMS TO DESIGN CONCEPT NON-CONFORMING - REVISE AND RESUBMIT ❑ CONFORMS TO DESIGN CONCEPT WITH 12/2/2013 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONF iANCt REVISIONS NOTED WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE TH. FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE ref THE ® NON-CONFORMING—REVISE&RESUBMIT Products DESIGN DRAWINGS AND SPECIFICATIONS ALL OF MICH HAVE B1IORITY THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE PIotID Length Product Plies Net Qty OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL I)MENSIONS, WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORh1ENDOR OF P.=SPONS:BIL TY FOR CONFORMANCE WITH DESIGN RM1 36-00-00 1" x 14" APA Rim Board 1 1 B . Todd R. Eaton Date, Septemb: 19, 2014 DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE RM1 17-00-00 1" x 14" APA Rim Board 1 1 CT ENGINEERING INC PRitRITYOVER THISSHOP DRAW NG. By Alexia Fukui Date 9/22/14 RMI 13-00-00 1" x 14" APA Rim Board 1 1 MI BRANDT ARCHITECTS RMI 3-00-00 1" x14" APA Rim Board 1 1 RM1 2-00-00 1" x 14" APA Rim Board 1 1 BM19 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM8 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM9 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM7 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 BM18 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1-07-03 BM3 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 ii.......... Ammer,nommenemenuemiamiiamemmimem I BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 m ...�A F09 Z-<- � <_ .,,,. m ... ° � kr.wasesBM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 i E E>7 MN , BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I� c s-xsaN 1 Fro 00llwewW F07 IBM5 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 2 .w. ..:�� �..,. ... F06 F07 h BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 �....:. v 19-05-00 m Fo7 BM4 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 6 F07 BM2 10-00-00 3-1/2 X 14 BIG BEAM 1 1 ' BM1 18-00-00 5-1/2 X 14 BIG BEAM 1 1 ED Fey Fo7 BM 10 26-00-00 7 X 14 BIG BEAM 1 1 a J ¢ cls Z x'F05$_, BM3 BK1=BLOCKING J W < ® RM1=RIM BOARD j Q Z I"� BM4 ACCESSORIES QTY ea Lu F0 l 0 THO17140-2 43 _ IIU) 1 MI • F02 1 1 F04 B H UCQ 1.81/11 6 f�Z' —J(9 Ct F02 F04 'r-- 1x14 OSB RIM FOR SHEAR BLOCKING 28' z Z F02 J W 'S 1 I F04 I— SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN Q � ad F02 FD4 z C3 § Q F04 1 HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. W Wuj FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I— UQto F02 J s-° i� FLOOR LOADING a _ I. F02 KM ' F03 40 LL Lij 15 DL > U © Ft12 i-1-108C1 1II Q m F02 19-03-12',,,,,,,& F03... Pi — — d F02 1I¢ a F03 co r 9 �F� JOIST WITH RIM F02 �' f.m 1 L;]l, I F11 ' \ I 0 „= F11 ■,� F12 0O Q „ t, F 11 HI t F01 BM9 43 ,, Pacifico umber -- RM1 � .�_ TRUSS COMPANY CONFORMS TO DESIGN CONCEPT POLYGON 14" OPEN WEB JOIST @ 19.2" O.C. 2610 A 2 CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ❑X CONFORMS TO DESIGN CONCEPT PL13-251 UP H [I NON-CONFORMIN' `'`- = VISE AND RESUBMIT ® CONFORMS TO DESIGN CONCEPT WITH 12/2/2013 THIS SHOP DRAWING HAS BEEN EEVIEWED FOR GENERAL CONFORMANCEREVISIONS NOTED WITH THE DESIGN CONCEPT ON AND DOES NOT RELIEVE THE ❑ NON-CONFORMING-REVISE&RESUBMIT Products FABRICATOR'VENDOR OF RESPO *IBILITY FOR CONFORMANCE WITH THE THIS SHOP DRAWING HAS BEEN REVEWED FOR GENERAL CONFORMANCE PIotID Length Product Plies Net Qty DESIGN DRAWINGS AND SPECIE To TIONS ALL OF O.HICH HAVE PRIORITY WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 11 OVER THIS SHOP DRAWING. C 4=TRACTOR SHALL VERIFY ALL DIMENSIONS. FABRICATOR-VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN RM1 36-00-00 1" x 14" APA Rim Board 1 1 DRAWINGS,SPECIE CAT ONS,AND APPLICABLE CODES,ALL OF WHICH HAVE By: Todd R. Eaton Date: September 19, 2014 PRIOR:TYOVER THISSHOPDRAWING. RM1 17-00-00 1" x 14" APA Rim Board 1 1 CT ENGINEERI . G INC By Alexia Fukui Date 9/22/14 RM1 13-00-00 1" x 14" APA Rim Board 1 1 MIEBRANDT ARCHITECTS RMI 3-00-00 1" x14" APA Rim Board 1 1 .- RM1 2-00-00 1" x 14" APA Rim Board 1 1 BM19 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 o. F4 if BM8 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 gi BM9 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM7 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM101 BM18 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 B I 1-07-03: • , ... BM3 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 '� ;E�7 F09 Cr 0 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 �e I-1 U 1 F09 I I 6E RBM19 I CO BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 F07I L" -... "_ F03 BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM5 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 _ . ,. , BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 F`'` .. j. 19-05-00 F " BM4 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 F07 I I BM2 10-00-00 3-1/2 X 14 BIG BEAM 1 1 F , p I F36 b E- BM1 18-00-00 5-1/2 X 14 BIG BEAM 1 1 � E— BM3) �� , Q BM10 26-00-00 7 X 14 BIG BEAM 1 1 2 Ii Q o J © BK1=BLOCKING L. _ > < z RM1=RIM BOARD BM4"' 0 _ ACCESSORIES QTY e, ea _ w I F0� IH = D- q W 0 TH017140-2 43 F04 F0 CO _ E- © HUCQ1.81/11 6 F04 F02 0 W LL B 1x14 OSB RIM FOR SHEAR BLOCKING 28' F04 F02 "„ m„ F;.. LU O 0 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN „ F02 z0 d BM3I F '• L11 w HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. 1 ” . g„, of F02 < U 0 J FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA s o Ffl2 a Zw� FLOOR LOADING• w w _ ' 40 LL CK > C) FO2 W O C) C� 15 DL O p F03 F02 > < m 0 19-03-12 F03 ` _ t _\ j • E 126 F02 et 1 F1 JOIST WITH RIM F12 'F11 Z aL BM9- I Paci O FO RM1 & TRUSS COMPANY