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Plans (77) 75)-s_.. sw ,4-14/4r 0-1E-.(e- i e.7 . 573:7--e,& —©D/, LEGEND: —ss SANITARY SEWER I'1 L`f —SD STORM DRAIN ( �1 I},.,P,111 1 i t\ 11 - -w WATER LINE 12564 SW Main Street O • MANHOLE Tigard,OR 97223 , 1' / Iii \\ 111503-941-9484 j ■ CATCH BASIN DATE: 12/30/2015 242 4:0 \ ,I% O. STREET LIGHT 244 PLANT(1) FRONT 1 (ii.,:ii?,701Aik REVISIONS YARD TREE: 2"CAL. STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 25.00'STORM AND � oo 246 EASTERN REDBUD / �d' EROSION CONTROL _ CERCIS CANADENSIS SANITARY EASEMENT — l� STREET SECTION, SEE 1 248 - ---1----248 &fI te=i!, CO SANITARY LATERAL """'�AV 1 CONSTRUCTION DOCUMENTS �-<250 _ _ _.____ _. _- _ ____ _ 250-__ �t ---_ -..� STORM LATERAL WATER METER !% 1l 252 252 .11014 SETBACK SUMMARY SIDEWALK it=1lj�'I -4' SD SD -SD SD v' ,.', D • z54 a a 254 �i FRONT SETBACK: 12' �I BOW: ` •34.0 lel A_-_-----r-al `t �i SIDE SETBACK: 3' ��7 tl, ■--.' STREET SIDE SETBACK: 8' 254.2 • 256 19.00.iAlb 254.2 256 �I, REAR SETBACK: 3' i WM/ .258- I, PORCH SETBACK: 8' _ �'1;� 258 � � -- �e�- 260 ,���. ,O— /111171 ili a, L� I rci, I rPORCHDL_ ____� t ���, - Q I ._______I � 1-I 1 I - -I 1!— r. Illii, IIii I t1 I I� RATED EAVES I �`.. N I i ,� 1 I�1i o LOT COVERAGE: KAU �� { I ( 80 I�- 81 S 82 1 :41.I, ^ LOT AREA: 2,703 SF .. 2,703 SF i . I 3`1 POLYGON AT .76 I 1 I BUILDING: 7A / �: // 1, '+1 BUILDING FOOTPRINT: 1,309 SF � /' ' 1��' WEST RIVER r FF=262.3 r 1l H I I COVERED PORCH: 85 SF TERRACE i —J i I Ii 1 5 1' m r-1 I I 1 II I I / h r 1111 �- � CANTILEVER LIVING SPACE: 0 SF D. _ 1 I II'' 0 �� I I mItI GARAGE I �� I I�.11 COVERED PATIO: 0 SF ° = I I I SIDEWALK t I I li 3.00 I N Q I SI EWA I II I 1 iI PUE i �`' DECK AREA: 0 SF ro ~: r--1. + - • LOT 81 01 l~.. a,- e 6 34.0' 1 ��- -<— i _, TOTAL COVERAGE: 1,394 SF PLOT PLAN , O V%' ` 51.6 % a } _ z 260.9 — 3.50' 260.8 '�1'Ii. is I Ti i., IMPERVIOUS AREA: 1,578 SF _ U 8_ TRACT K D2 20.00' 26.00' 7:3 jcioNN b 260' fa, �; 8 --tn2 I �_ I I oh A I ' r' " / N 0 2 POLYGON NORTHWEST (503) 221-1920 PROJECT NO.: 395-029 2 S 1 W V TYPE: CONSTRUCTION a • SCALE REVIEWED BY: PRE LOT 81 (R-7, STANDARD) , /, 4 POLYGON AT WEST RIVER TERRACE 20P 1 INCH=20 FEET Z 1 T3.Z S ..S(.J nl " 6-4405- L,Aj - 211-0* 4'4Y' � 22'-0* Nu HANDERS JOBE U.N.O. GGE r 6:1 6:12 to a& e t 14 7:12 ,` 7:12 bo R(21224)11 ■ NI = 4. :1 „k top li Ell mit ti U 7:12 1 1 1 h _5 / I, (€) f , D4 4) i R ri\ ca ., b4 4 �.. ,� , /12:11214\ . �l . i I. 4 4.5:12 !Q tt 1. ;r , F 16'4 1/T -1 F T-4" 16=1' , 6=11' 26'-0" ®Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 08/10/15 PLACNT ONLY.REFER TO TRUSS CALCULATIONS AND PROJECT TITLE: REVISION-1: ENGINEERED STRUCTURAL :'t �±D�RAWINGS FOR ALL FURTHER 7-A GE AT GARAGE NH-KD GABLE OVER `9E91 'NEERUOF RECORD RESPONSIBLE FORALL NON-TRUSS UILDIN � PLAN. DRAWN BY: REVISION-2: TOE TRUSS CONNECTIONS.BUILDING 7-A / A GE GARAG EHECKED BY: DESIGNER/ENGINEER OF E OFALL TO REVIEW AND APPROVE ALL & COMPANY 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. 26-0' 22'-0' 14'-0- ALL WAXERS uJ4 Uxa GGE °' a a a a L.- 6:i 6:12 go 6 Iv ■_. < ta' 7:127:12 \ 14 F4(2)220 s0 HUMS v —L. ,�F' 1 r A ►.12 7� ry V. v I VIA E r 12 a 7\ %.•• / ri44) / / 0 h Ia k '4\ (I / .b 4:" 14:1 LLA\ b I 4 .12al < 0WOO Egi I , I e v �, r-0' F 16•-61/2' y 6=11' 1V-1*26.0' ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 08!10/15 PLACEMENT a CALCULATIONS PROJECT TITLE: REVISION-1: ENGINEERED STRUCTURAL cifi ,,t DRAWINGS FOR ALL FURTHER 7-A GE AT GARAGE NH-KD GABLE OVER aD��TION.BUILDING umber P FI GINE AR OF RECORD PLAN; RESPONSIBLE FOR ALL NON-TRUSS DRAWN BY: REVISION-2: TO TRUSS CONNECTIONS.BUILDING 7-A / A GE GARAG EHECKED BY:: DESIGNER/ENGINEER OF RECORD TO TCOMPANY REVIEW AND APPROVE OF ALL DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. 't j 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. W ' Ensa®®Q . I linoiiiiiiA1 1111111__V, I . d I I.. 1 4 jim rn • z-'1 I ' • tll . 'i 4‘ \ r I , ! 1! D 1, 4( 1 -----71- 111gim . 1 ;�, y ' L le. • ! ! 4 j 4 6 4 u Q 1 i i{• . i • L. c i e , a ,. 1 , h + 1-1/2RI94-20.101.2'0.G. I • •+.r- . 0 4 A 111111 • flh' 1-1/2 RPP!-20.11.2'474. giflit hitstiz r L , .3 !frilpt. l 1 : ' I' j I . i II 1 ' i 1 - . 1 1 I€!".: 1 i —A i i ail . . ,r_,Tir ! 1 , i , ._ i, . . 1 i 1 v - i illitiN yti a if 1111 ( f 1 11114 Oh I 1 • 1i i : , , ' r . , 1 , . .•:-, ' i ' I : • '''.i t:: . j ,._41,4_ , i. 1 1 17 ;-i zIiIII 1 .9.”- 1;„,....,... i ( I1iI1Jjfl a Nva " 1 . t r Ii tikt WI , .4 r AA . .. !Phil i° w 1 ;11. I -i/11 E> HhI(�� 11 �t i � }l �,vuaawaYaan! ,�N s y{(�y ' 'r "R ... 0}2 ix i ,1 - m.. _ +• o oug . . . ..., v O lii3 sI Ri t ;'r, j1 1 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON I � - 7 AB(NEW) PL15-264 UPPER —... START FRAMNG HERE B® ®� 8/712015 Products L: . 9-0600 PIotID Length Product Plies Net Qty RMI 46-00-00 1.'x 14"APA Rim Board 1 I ' RM1 28-00-00 1"x 14"APA Rim Board 1 1 - -- M1 L -_ i RM1 17-00-00 1"x 14"APA Rim Board 1 1 r- ----r-a-r-�---- -- — e-- -- RMI 14-00-00 1"x 14"APA Rim Board 1 1 01.1 E(ES T RMI 10-00-00 1"x 14"APA Rim Board 1 1 RMI 9-00-00 1"x 14"APA Rim Board 1 1 RM1 7-00-00 1"x 14"APA Rim Board 1 1 RM1 5-00-00 1"x 14"APA Rim Board 1 2 RM1 3-00-00 1"x 14"APA Rim Board 1 1 a N BM1 22-00-00 51/2"x 19 1/2"Glulam(1.8E 24F-V4 OF/OF) 1 1 � S S ES u. S u. u. u S u- g BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 II i BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM2 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 1 BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 I M .. ( ALL BEAMS AND CONNECTORS PER ENGINEER 8 Mi x �F03 1 _ ACAnCESSORIES CESSORIES MYF01 lg/ e ® TFI414 24 II F © TFL1714 1 .I F04 R 1x14 OSB RIM FOR SHEAR BLOCKING 30' ® ® .i F• C. HU412 13 F09 F03 rI 1 F06 I I F07_ .R F06 07_41 3 FOG 1111 I 1111 EU/ RB/ runCrwnRo FO 40 OLL DING 7 lJ r15 DL F08 I I 1-01-4.i. REFER TO STRUCTURAL PLAN FOR ADDITIONAL . .. POST TRANSFER BLOCKING MIK. FO6 _ I i F-07 AND SHEAR BLOCKING REQUIREMENTS. .v _ FOB ; O7im I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN f F06 c F07 �Th r SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I FO6 j 4.. F07I. I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA F06 0t I I ®wHwwBsnrcslN"cnEMcvr ., ._ .. - -a m ❑ wrtorycoHDnewmi F06 e L. F07 4 ❑P.m. roa�P<-xwclAULI xr I � - �. Fos 01 a r ,:,,,L« " F09 .. I OS w Aa.FDI HI utTS MILARANDT ARCHITECTS '-{'ot F06-11 O- a CONFORMS TO 'i j 1111. . .: CQHFOANS TV DESIGNDESIGN CONCEPiCONCEPT'NRHF09 I-05 ---� FOB Mr Iij1TIfj REVISIONS AS SHOWN f- AMU 0 NON-CONFORMING-REVISE AND RESUBMIT 9mmwwwwwm 6 .11.KM=B MIS NOP RRMAN NAB BEEN PEERED FON BAENA Off DAEMME • - ......... ERM T-E LESIMM CONCEIT ELI NO ROES NOT NUM MI DO NOT: 11141r FAMICATOPPEN'X#OF IEENSINLIR NMC06WMN6E OM'Of 5-07 IID DONS PAM APC SPECIFICATIONS ALL OF MEN HOE MGM MEP PUB SMP SWING. CRMF8CTON SNV.L MIFF ALL DIEMBILMB. Loosen,remove,cut or notch Si: TAN N.E"e We.SECAFI x OO.2011 any part of the open web joist. CT ENGINEERING INC P cih umber + JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET & TRUSS COMPANY SHEET 2 OF 2 1 • 14"OPEN WEB JOIST 0 19.2"O.C. POLYGON 1 AB(NEW) <saermaiiimmuic Q frets-2s4 UPPER NISEBBEESI ®T inra ns Produces 9-600 Pb6D Length Product Pees Net .s RMI 4600-00 f"x14"APA Rim Board 1 1 p.....as ... ••�,"t RMI 28-00-00 1'x 14"APA Rim Board 1 1 ____ RMI 17-00-00 1'x14*APA Rim Board 1 1 --- – -- – — - RMI 14-0000 1'x14*APA RMB Board 1 1 1"C '' _ RMI 160600 1'x14 APA Ran Board 1 1 • f ; RM1 9-0600 1'x 14APA Rim Beard 1 1 RMI 7-0600 1'x 14"APA Rim Board 1 1 E i • RMI 50600 1'x 14"APA RIn Board 1 2 t , RMt 3.0600 1"x 14"APA Rkn Beard 1 1 g • BM1 22-00-00 51/2'x 191!2"detain(1.8E 24F-V4 DF/CIF) 1 1 ' W BK/ 14.0600 13 W RIgidnLVL1314x14 1 1 § BK1 6.00.00 1.5 RlgidLam LVL1-3/4 x14 1 1 BM2 4-0000 1.6 RIgidLsm LVL 63/4 x 14 1 1 8K1 30000 1.6 RigidLam LVL 1-3/4 x 14 1 1 ON . E 8143 18.00.00 5-1/2 X 14 BIG BEAM 1 1 M% Rg:: no =, ,�1.� I ALL BEAMS AND CONNECTORS PER ENGINEER I 19 rilp[��► F03 ACCESSORIES QTY l M1' Q TFI414 24 - .: © TFL1714 1 1x14 OSB RIM FOR SHEAR BLOCKING 30' � © HU412 13 .. r. .. F.0(, 11 t Y_ ..:.:40G, __-_. � i i 15 w1'. 1'UL. ... ._..-.1 I REFER TO STRUCTURAL PLAN FOR ABOIRONAL POST TRANSFER BLOCKING P07 FC6 1 I AND SWEAR BLOCKINGREQUIREMENTS. 1 I j SHEAR BLOCKING PLACEMENT MR STRUCTURAL PLAN 1 SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. FOT. ` FLOOR DESIGNED TO MEET OR EXCEED IJ430 DEFLECTION CRITERIA t F011 121.11~MSTOSINIMICMICM 1. cowman woremoiarrwor gip. _ I � prw"m.rww-wwe.mrw" .L .. 4 a rLW ....MUM_ • *MIMIC! AtCMIIICTS 1 F09 ® COMM TO DEIGN[OMN I/ \ •G \\I/ \_ Fob Fog 0 aAtFOR►BfOLES>l4ICD1R}pT,Ls01 � . - IEBBOI6ASSROWa 0 tmFalsoar ac-seaseras maw is MAL INIPIWIL m At Aimw aMOM mi am es as qr mum xe neamrybwr r arnarmm FE arra SW III DO NOT: 507-00 11 III W u r cs�r r�siaai MIR Ai araaaR. TTTTLoosen.Temwe,wt or notch IP rany part oi the open Web joist Cr ENOINEERINB INC JOIST WIN Rim SCALE: 1/4"=1'-O"on 24"x36"SHEET do TRUSS COMPANY SHEET 2 OF 2