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Plans (2) AvtST O tS l C>CW- . _ !a _ ,, ' LEGEND: ss SANITARY SEWER Pacific Community SD STORM DRAIN Design w WATER LINE 12564 SW Main Sheet L4 ii Q(�D ® 0 MANHOLE Tigard,OR 97223 l9;9TaEB r� ]T]503-941-9484 N i N I I 0 CATCH BASIN DATE: 10/23/2015 N r___ Nov 2 2015 STREET LIGHT REVISIONS 1 N I RAYWOOD ASH/ FRAXINUS NO. DATE DESCRIPTION ti 24 OF T4C ARD \ OXYCARPA'RAYWOOD': 0.) 259.7 260.5 — CITY In r,1\I; '.-))R9 — — .411 gg o I BUILDIN 2" CAL., BEtB '' Dxx_x D ,.... - _) — — ---r— — — STRAW WATTLE PERIMETER 258 •c_x-x=xx_> �'_ --'�b� X 262-;. I EROSION CONTROL x. \ ba FLOW DIRECTION ARROW Iu, 23.89' 22.77 I /ti IX p L_ I L SETBACK SUMMARY E I k' 1 <I FRONT SETBACK: 12' I hi 18 _i„I J I SIDE SETBACK: 3' I 5.00 ?� �� , 5.00' -� , I I STREET SIDE SETBACK: 8' I 19 I n 1 3,799 SF I ' FRONT GARAGE SETBACK: 20' I I I BUILDING: 3413BR i FRONT PORCH SETBACK: 8' a i I i FF = 265 .07 ;° 17 03 o I Iq GARAGE I LOT COVERAGE: N 1 u I I N N N rI I N tt t' _ o I x' I J LOT AREA: 3,799 SF T1 -Nr---r--- ( k' � \I RIVER —4 IH 'I I 6.00' I _�_ IX, 141 PORCH _ -20.00' PUE, TYP. /I I BUILDING FOOTPRINT: 1,469 SF TERRACE r It N — — I-1— T- — 9.90' — — —}x'16.00'— 9 90. �T COVERED PORCH: 151 SF NORTHWEST SIDEWALK 7 Ai �— 263.5_ /�� c •n 1� _�� T\'\�a1�,'. ::i-, y �� CANTILEVER LIVING SPACE: 0 SF pcd • DECK AREA: 0 SF r• p� 01 ® ° . 'T__•MI v ,' ., 1 TOTAL COVERAGE: 1,620 SF 'i - �i�� ri11 " a rm �� LOT 18 , ss I Imo. E \� _ SANITARY LATERAL ` WATER METER \I_I S 42.6 % PLOT PLAN T> (1) PARKING SPACE STORM LATERAL 28.00' I B \ IMPERVIOUS AREA: 2,028 SF a SD \ SD cD ---- ' SD L. ?6g — 5 " , � `',— SW HOLLY RIDGE LANE ; I I 0 H• . ^^ - M \/ M 750.00'Ti-0 D_ o / ]et Ft' Mrl- 'I b a ° , \‘' a CITY OF TIGARD //A\ TI IT/ // -7\ — Approved by Planning RIVER TERRACE NORTHWEST (503)1221 -1920 Date: i I/'2 /I0� PROJECT NO.: 395-037 0 o 251W6 Initials. v /1 TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE 4 LOT 18 (R-4.5, MEDIUM) 10 D RIVER TERRACE NORTHWEST O 1 INCH=20 FEET 17192 SW HOLLY RIDGE LANE z � - --. PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM" ��4;=W ,II ' quolihy engineered wood products for todovr builder- ru .1 These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. The plans may not be recused or copied,in whole or part•without written permission from Pacific Lumber RIGI D LAM LVL R I GI D R I M Company,which retains copyrights[o,and ownership of Che plans.Use of[hese plans by any other ,,,,,,, \ product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or .�E .111E ae .o r�T E ROSEBURG FOREST PRODUCTS ROSEBURG FOREST PROW= copying of these plans,infringes rights under the Copyright Ac[.Infringes face liabilities that include (� }, �i\ / `� penalties of up Co x20,000 per work infringed,and 3100,000 per work Infringed willfully. t� r - ► IIM ° p'i9, RRCPFPI JOea mew IST � la „ �'��= �IIII NOS 2015 CONTRACTOR NOTES: PES/GN NOTS: M.e. ,... 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 2)ALL FOOTINGS PER DESIGNER'S DESIGNED TO MEET OR : CI KI O LA v 3)ALL BE(UNLESAMS PER DESIGNERS PLAN PLAN DEF ECNOTED OTHERINISE) EXCEED TOHNN CLIRE LAD RFPr BLOCKN&PARELS WITH MARINE.riALL ABOVE POST LOAD TRANSFER DETAIL BUIL NT$ IATs [�, WI (UNLESS NOTED OTHERSE) OFL/450 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf LIVE LOAD SHEARWALLS 1 psf DEAD LOAD SLEEPIN6 AREAS: THIS I5 A PLACEMENT PLAN ONLY 3Opsf LIVE LOAD This layout is Co be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors. ROOFLOAD/N6: I I ''urchaser responsible for approving this 25psf LIVE LOAD I ayout prior to any construction. 1 1psf DEAD LOAD I PATIO PATIO 1 1 R7 I R1 T I R1 I R1 F I ..... ........10 3 li----- - 10'-6- J2- I/ 13'-3" - _13'-3'.. �I J2 10 6" �1 -----1�'-3. .`' PPPPPP ..__. J2... 1 PPPPPP._._ .. _ - - _ ` I :1 J2 I J2 11 I1 11 J2 I1. ..... ..... ._. I1 J2- ... .. I.I _... ....... I • I I R,1 J�1 J2 J®1 ...1 1 .J2 - JB71 E1 I1 J2 l' J2 i C I ,2.. ..1 I I...,2 li I l 1 1 J2 11 J2.... I PL 1 4- & 1 (MAIN) ili J23 0.. 0. -. -_- ......I - - M 1, I- _ ... --- --___ .ci _... ... I -.,12 ...-_ ... POLYGON 3413 ABD 0 0 F 1' ) Mrk s Material Width Depth Grade Qty Gut Lth Tot Lth 11 .. - , __ -B7 ,.... R1 ® ® R1_i ,-,13-1___ —___ /J2_ ... I -_ -__-_. R1JB 1 BLKG OSB RmFPI-20 1 3/4 9 1/2 20 16 1404 I .1.— _-7f —Tit .. .._ - [{ _....__.R 1 ___.......JS d4 J4 0ry 0ry 4 it_ .... $4 .. _ yN 1-I I J2 RFPI-20 1 3/4 9 1/2 1 6 34 544 J3..__fit _....$-1 1I -®1 J 7 - J3 RFPI-20 1 3/4 9 1/2 5 6 30 - - J1 - I K et . . . J1 - - RFP 1 3/4 9 1/2 1 32 32 - - - J1 --- I ry ry ---- - - J 1 -- - - igidL m LVL 1 3/4 9 1/2 1.5E 3 1 4 42 J5 2 SiB1 a i 132 BIG BEAM 3 1/2 9 1/2 2.1 E 1 6 6 ... _ ........ .. a- w - __ J1 ....-. --_ .. .._.J7.. -_...PPPPPP_ .. J.1 .._............. Accessories ...._....._..... ..... PPPPPP. H 1 ITHO 1 1950-or-ITT9.5 5 RI1 • 'J4' ..... •J1 1 - J1.... ... -- _- .. ... .....J1 .-. ...._ -J1 .. ' ...J1. -------� J1 it J1 J1. .... PPPPPP.._ i - J7...._.. • - J1 - ... ..... JI - - J1-.... .... . ..J 1... ..... ... .. i..-r:::::.132_:::.:rr:.. .132 11IIJ3 J3 ,B 1 _ JE I I1 J3 --.. I . :I I I ' d3 II J3 — J3 /HPORTANTI_ REFERENGE INSTALLATION START START / GUIDE FOR ALL FRAMING I FRAMING FRAMING I DETAILS AND I-JOIST INFORMATION PORCH 1 HERE HERE 1 PORCH LEGEND: - _ _ C H }—-HANGER CALLOUT ",'�',�"" >.__..�. PacifiA". .uniber umber ® -SUPPORTING POST QX CONFORMS TO DESIGN CONCEPT & TRUSS S COMPANY r ED -POST LOAD ABOVE CD.'I OhMS':0 DESIGN CONCEPT f--1 CONFORMS TO DESIGN CONCEPT WITH iC .7 CONFORMS TO DEEIGN CONCEPT WITH REVISIONS NOTED R -RIMBOARD ❑ REVISIONS AS SHOWNNON-CONFORMING-REVISE&RES()gMIT 105 1 5 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)353-9663 LB -LVL BLOCKING ❑ MAIN FLOOR JOIST LAYOUT ❑ t70N-CONFOR+1liG-RPv7SE550 RESL 614i' 'MS sr:O DRAVIhO S BEEN 555IE0 FOR t-rWPaL c ccears�racc PLAN DESCRIPTION/NUMBER: 3413 ABD JB -JOIST BLOCKING —r cv-::=Pubs 31 PEM FH11.111:133 1 5E;a vvavnwae 05 DESIGN CONCERT .1565 AND DIES NOT RELIEVE TIE 1•. SCALE: 1/4"- 1•-0. rr,1,1:at:,:cr.E113',Aa 3"E n_1 11111 E 1,1 F.S.F111 TC*EFACAR h-RESPONSE-Z. EOR..•IEOREtiMS,L.,4 DESIGNCUSTOMER: POLYGON J -JOIST GALLOUT ;vrvn=rD;,Erar or r-rNv.::er_:-•:eF ,rnwx;E 47-OLE C.aa t rrs SPECE=I assns.r a vuec _L c:coDE;.rwwa.:.wr PLAN DATED: 9/19/14 B -BEAM(FLUSH w/JOIST) :::11111 113551 M.5>E::r:r,;,*lsc cc 355 In.iE PrOOF1, PRIORITY OVER THREW,DRAWING OA=,-1;xc Duna.,. sMk:F: s.ey•E-I,:_c:a a:cr. e 10 22 14 HOR -HEADER(BEAM BELOW JOIST) By__ DavidR Burnett _ Da' _ / DESIGNER: KAMI L.HENDER50N DATE: 1 O/2 1/14 BBC,-BEAM BY OTHERS CT ENGINEERING INC v1x- y-•50� MILBRANDI ARCHITECTS PL 1 4-36 1 (MAIN) SHEET: 1 of 2 WHERE PLATE NAILING AT SHEARWALL ® CONFORMS TO DESIGN CONCEPT - ABOVE EXCEEDS ONE ROW,PROVIDE ❑ CONFORMS TO DESIGN CONCEPT WITH POLYGON ADD'L BLOCKING OR WIDER RIM MATERIAL REVISIONS AS SHOWN AS REQ'D.ELSE LAP SHEATHING PER 3413 BD DETAILS ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEAED FOS GENERA:C3NFORMANCE PL14-360 UP 14" OPEN WEB JOIST @ 19.2" O.C. -WITH TAEODESIGN OOA NCEPTOF OONLY YIAND DIUSESryNI OT RELIEVE THE THE H THE 10/21/2014 DESIGN DR.AIKNGS AND SPECIFICATIONS ALL G=OFICH HAVE PRIORITY OVER THIS SHOP DRAWING. CONTRACTOR SH?L_VERT!A_L DIMENSIONS. O;: Todd R. Eaton Dace: October 30, 2014 CT ENGINEERING INC Products 0 /9fir START FRAMING HERE PIotID Length Product Plies Net Qty 0 0 6-10-00 0 0 RM1 41-00-00 1" x 14" APA Rim Board 1 1 IRM1 RM1 34-00-00 1" x 14" APA Rim Board 11 - _ -pied" RM1 22-00-00 1" x 14" APA Rim Board 1 1 - '��oi RM1 13-00-00 1" x 14" APA Rim Board 1 1 RM1 8-00-00 1" x 14" APA Rim Board 1 1 IH RM1 7-00-00 1" x 14" APA Rim Board 1 1 Y �7 , cof ,F g gs 'a RM1 3-00-00 1" x 14" APA Rim Board 1 2 �'E';5 " ; A ' P `, 4" '�7,3' BM11 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 N- N N. :N "N N N•N 'N :N yN N N� 4 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 'r('`, r2 ?2 2 ,2 2 ;2 i2 -2 O 2 LL_ 1 LL ;2 O2 .LLL12 iO2 .2 t2 2 2 LL BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1I":) .. , BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 E BK1 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ; 3 '. BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ' _` BM10 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 O BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 i A •2-0�-00 BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 / 11-05- 3 i_a__[i - --c_�_ .. I,f _ _ _ _ Bru�l _�, ����� .- - A `IBMs' - - BM3 21-00-00 BBO1 1 1 '", 3-0 -14 r 12-bG- 8 BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 1 i j" ,..v=-lG.=_.4„..-rII I �_: -r>.a- -_ BK1=BLOCKING RM1 1�� i - a RM1=RIM BOARD � ACCESSORIES QTY iW A TH017140 2 33 O © HUCQ1.81/11 4 1x14 OSB RIM FOR SHEAR BLOCKING 29' ;ss,,.;�..; (0 ( ( M o_ LL "L U- U lr U i v. SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN Hi RM1J v v v 12 4� ',-u_ - 1 0 0 0 . o r IL ti ati £ HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. Lo in I =LOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA m —1-1 i FLOOR LOADING pX CONFORMS TO DESIGN CONCEPT j . H 40 LL ' CONFORMS TO DESIGN CONCEPT WITH 15 DL ❑ REVISIONS NOTED 0 NON-CONFORMING-REVISE&RESUBMIT It3' ¢ ^>SHOP D'LShtRv HAS BEEN REVIEWED FOR vENE:W1 CONFORMANCE I B'(1 i ' I t' I — , IMT DESIGN CONCEPT .ONLY AND DOES NOT REI VE 1-- ,.•" _^,, _____tY__ ; I FAERK AIORo:ENDOR OF R."-.SPONSiB'LITY Hie CONFORMA NCE W9 H DESIGN IBMZ i `s • I I I II DRAWINGS.SPEC:FICATIONS AND APP.1CA9L CODES,ALL OF W-CH HAVE, ei BM6_ y i : O ,- _ --A.— __--•--kL -._ E_-p- A-�]-__.:._-F]C- PRICR."f C.'ER THIS S-OP DRAWING. _R I - s it 3-0E-14 I ��I RM1 By David R Burnett Date 10/22/14 ii a � - , _� _--1__--....! JOIST WITH RIM MRLBRANDT ARCHITECTS BM6 RM1 :M3 4-03-00 9-03-00 I. ! TTT ,,,,,,,,,,g3,,,,,,,,,,,,,,,,,,,,,,,,,,,,, pa cif ,,... , iii...a,\.:. be '- & TRUSS \ COMPANY