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Plans (137) :S--°?-"Ar \X\ LEGEND: —ss SANITARY SEWER Pacific ://1 —w WATER LINE DoLnnlunity j I STORM DRAINesignII t t1 ' I ,� n N 12564 SW Main Street — `— —L.,;_ - —^� - '- 1— i� MANHOLE Tigard,OR 97223 1rn Ti / j / $ 503-941-9484 \ — __ - _.- ` ________-/— _— j ■ CATCH BASIN 1 m ! 1\\ �,. TJ -_--_,_,,..- DATE: 7/7/20 7 1 1? }T¢ 318.4 -_— 321.0 —_ ------- REVISIONS = ''3T�;75 - 42.0' -- �� � _------- !, STREET LIGHT NO. DATE DESCRIPTION i / I *ow I I 317_ '`;� jf STRAW WATTLE PERIMETER t 18.08'_ I — EROSION CONTROL t r.. 27.00' t— i LI k — r - f`= -� __ —fI wm0 FLOW DIRECTION ARROW I1 1 STREET SECTION SEE A , it-' © CONSTRUCTION DOCUMENTS v � Ih I i1 I; iI ..ti_ j 72 1 IL \ I I II r 3,780 SF SETBACK SUMMARY i11-7 ' I BUILDING: I _ 4.00' Y , 4.00' 3413.2BRD FRONT SETBACK: 12' 'ib. I FF=332.21 0l;` it ;I SIDE SETBACK: 3' 73 STREET SIDE SETBACK: 8' - BFF=323.21 o , i 71 E ff� , ' t FRONT GARAGE SETBACK: 20' a Ik \ ' i — ___-1 -. -- �' FRONT PORCH SETBACK: 8' 32'1 P (° ��- -- REAR SETBACK: 15' 322 -- I GARAGE-I j -- L -- � REAR COVERED PATIO SETBACK: 10' c� 323 Ir ___-- L — ___ - 1-111 3 �— 0 '-}.... I----L—_ i I. ----I EN boo' 1 - 'i LOT COVERAGE: y PUE TYP. ` _ L RIVER `. I•• _ _ _.. PORCH \ _ _ �- ;� I. - 20.00' _ _, LOT AREA: 3,780 SF TERRACE 3 BUILDING FOOTPRINT: 1,469 SF c � +�. EAST /All ii f'ii � co A '�IIl � ./ .90'1 /�Z0/i IPM/AP / 3" Ann - .1 A.. COVERED PORCH: 151 SF 7 AIM PIPSTMEW 4 orr°111170111Ai o --- � nom.eliibl ciumw"" .ar _. SIF irr COVERED REAR PATIO: 0 SF i (Ii lir RS• v M �,! - CANTILEVER LIVING SPACE: 0 SF c-75 �; Illit WATER METERI liiiiiiirlik — i T'f / 72 f (2) ROHANI EUROPEAN BDECK AREA: 200 SF PLOT PLAN STORM LATERAL ' t BEECH FA' OS SW LARKSPRING LANE TOTAL COVERAGE: 1,820 SF ' SANITARY LATERAL \ SYLVATICA'ROHANII'_co \ S ,, ss-mss 4 � SS , `— *- SS .,-,,— �' \e> v,:>' r'�� � o �` 1 48.1 % ° -- _--/— --- IMPERVIOUS AREA 82 SF O ,+ / f , `I id f i 1 / r I 1 ',e.. I , 7 d C) 0 0 c P_ POLYGON NORTHWEST (503) 221 -1920 CITY OF TIGARD 0395-041 2S1 W6 Approved by Planning PROJECT NO CONSTRUCTION / TYPE: CONSTRUCTION V LOT 72 (R-7, MEDIUM) Date: 12--1-6-11 SCALE REVIEWED BY: PRE 0 0 10 20 RIVER TERRACE EAST in; - ir: _ _ 5� O 1 INCH=20 FEET 16774 SW LARKSPRING LANE ROSEBURG FRAMING SYSTEM'" L---=:,...1.---,::: PACIFIC LUMBER COPYRIGHT 2014 ro ,,.. quality engineered wood products for today's builder These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber `'mu.: ,II I' ��j Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGIDLAM.LVL RIGIDRIM- 4ilki product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG FORESr PRODUCTS ROSEBURG FOREST PRODUCTS .'m ,III ii.a To ros...E. copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include\/ penalties of up to 020,000 per work infringed,and 5100,000 per work infringed willfully. II� 0P-4RFPI Jo sr I�, y III CONTRACTOR NOTES: PEs/5N NOTES: >,,.,..,: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS • . °.""^"'^°°•'°°-"� MAIN FLOOR JOIST LAYOUT 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNEEXCEED TDHEOL VEET OR LOAD .",▪....,.w"';,,,,.,-,,, (UNLESS NOTED OTHERWISE) SCALE: 1/4"-1'-0" 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOOKM6 PANELS WITH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 N.T.S. N.TG. • 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE VE LOAD OAD SHEARWALLS 1 2psf DEAD LOAD START START SLEEP/NB AREAS: FRAMING THIS IS A PLACEMENT PLAN ONLY. Sops/LIVE LOAD FRAMING This layout is to be used in conjunction with 1 2psf DEAD LOAD HERE --------- .---_ / HERE Architectural/Structural plans.Verify all (DOUBLE) 1 1-1/8 RFPI-20 5 1 9.2"O.G. (DOUBLE) 1 1-T/8 RFPI-20 0 1 9.2"O.G. shear wall blocking placement and connectors ROOFLOADIN.S: ®SEE SHEATHING NAILING ATTACHMENT NOTEIIIII SEE SHEATHING NAILING ATTACHMENT NOTEIIIII 0 Purchaser responsible for approving this 25psf LIVE LOAD 1 2"""1. �/{1 2" ayout prior to any construction. 1 Tpsf DEAD LOAD ------------ N ii. B4 I:-ii N-ii'i ii-i- I,ii ° ' - - 1 r .B4 ® CONFORMS TO DESIGN CONCEPT II I I II II II I II N I II . _ k� T' CONFORMS TO DESIGN CONCEPT WITH 999 ❑ REVISIONS AS SHOWN • i ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE • I WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY .. ,. OVER THIS SHOP DRAWING. 1 • • :• '1 J'. J;: J;: J3 J3 J3 J3 J3 13 ,,JJ3 3 -jB 3 3 J3 J3 J3 .�3 J3 J3 ..JJ3 J3 J$ J3 I J: : J;• •, - J:- : .I^ J5 J5 J3 J3 J -5 - 4, -5 J3 -3 J3 J3 -5 J5 .13 J3 J J3 By: Arnold R.Solomon Date:Oct.25,2017 R1 t I I , ,I 11, Si CT ENGINEERING INC ' ❑X CONFORMS TO DESIGN CONCEPT • 1111 • • •• • CONFORMS TO DESIGN CONCEPT WITH 'I I 1 ' ❑ 1 REVISIONS NOTED 1 • • • • NON-CONFORMING-REVISE&RESUBMIT H1 ''H L J L J_ L J L J _L J L J_ _L J L J_ J L J L J_ ! J J L Ai THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE _clor ODL J L I I _ Iill II II_ I I I - '� ~I^ ---�`"'-51 .0 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE f F lT T F J L - l � _,II" (I" II,-' II r 1. I Ir J4 4FF JF} ,]4_55.n r 'l l- �r , l- l r Yr l r "i l '.Y l- _-l;f_ -Fr--1-11-- FABRICATORNENCOR OF RESPONSIBILITY FOR CONFORNWICE WITH DESIGN I I I I R 1 ° , R 1 R 1 R1 5 J5 --5 .157 J5 J5 J6 -5 J 5 5 .,5 -.5 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE Jl ,' I I I �'A ®IS JI II - •1 PRIORITY OVER THIS SHOP DRAWING By Rae Hauff Date 10/26/17 Si 51 MILBRANDT ARCHITECTS I 151 I B5 J2 J2 1 51 R1 J1 ;:i -R1 R1 J3 J3 • • 1R11 `� - R1 R L ll:f :` '.1•jj� �ImI� I 'I1�-1. IB 6'• JB1-, J J1 41 J2 J2 .2 .2 • . IBI _ FIS 1''. ' I I I I 1I 1 c o"I- .,-[13�p A PORCH ' FORGH )MPORTANTI I I REFERENCE INSTALLATION 1 1-1/8 RFPI-20 5 1 9.2"O.G.-I 1-1 1-1/8 RFPI-20 5 1 9.2"O.G.- GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 15-403(MAIN) LEGEND: POLYGON 3413.2ABDDL-5G p .f.,i umber Mike Material WIdtH Depth brads Gti, Gut US Tot Lth Filler blocking Is not structurally required provided both OH --HANGER CALLOUT J1 RFPI-20 3/4 1 1/6 3 6 18 I-Joists are continuously laterally supported by J2 RFPI-20 5/4 t 7/5 b 14 as connection to the sheathing at the top flange.In J3 RF111-20 3/4 1 7/6 1 as 20 e6o ® addition,the joint in the sheathingpp TRUSS COMPANY SUPPORTING POST J4 RFPI-20 3/4 1 7/5 4 2 5 / shall be positioned OC -- J5 RFPI-2o 5/4 1 1/6 13 4 32 over the center of one of the two top flanges to assure ED -POST LOAD ABOVE 191 o56 Rim 1 7/6 12 16 142 shear transfer between Sheathing panels. R -RIMOARD 51 BIG BEAM 5 1/2 t 7/6 2.1E b 6 /- B 8 5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)55 -9663 B2 BIG BEAM 5 1/2 1 1/6 2.1E 16 16 ...v.^ LB -LVL BLOCKING B3 BIG BEAM 5 1/2 1 7/5 2.1E 14 14 � ren 2-non zMIS. 2no 31/2 PLAN DESCRIPTION/NUMBER:3413.2ABPDL-5G JB IS -JOT BLOCKING 64 RIaIALam LVL y 1 3/4 t 7/6 1.5E 20 20 Requirements Min RIgldLam LVL 1 5/4 1 7/5 1.5E 14 14 � M- On raw min a. an Mu MU , CUSTOMER: POLYGON J -JOIST CALLOUT 56 RlgidLam LVL 1 3/4 1 7/5 7.5E 4 4 DEL I-JOIST 1NITHOUT FILLER CONSTRUCTION wbuanW2ITTW2W r W PLAN DATED: 1 1/23/1 5 J131 BLKG 1.75 LVL 1 3/4 1 7/6 1.5E 20 3 60 pew,,,,,-,,, B -BEAM(FLUSH w/JOIST) NTS. ISM or VS r IS. z Mr z m r ea z 2. m. DESIGNER: KRM/L.HENDERSON DATE: 1 1/2 T/1 5 NPR -HEADER(BEAM BELOW JOIST) Accessories H1 MIT411b6 21 P L 1 5-403 MAIN SHEET:2 of 3 5E10-BEAMBY OTHERS H2 MIT 1 1.86-or-ITT 1 7.86 26 _ — ROSEBURG FRAMING SYSTEM'" `'"1:,'"..a"'": a PACIFIC LUMBER COPYRIGHT 2014 quality engineerea wood products for today's builder- .t.,..b""...� ,m�u ., II . These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber R I G I D LAM LV L R I GI D R 1 M- II ��I Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other 4(0 .. . '" , III product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBUaoFaassrPRODUCUaousuac FOREST P.^ODUCTSrosrsrNon N.J.o. „„", ro ee�RnG Dei.on..: nerw�souwsxa�oc�wzverwa,a wwrcx cp in of these lans,infrin es ri hts under the G ri ht Act.Infrin es face liabilities that include - _____ , ee,asnaa:u.oraooecs py 9 p 9 9 wy 9 9``� /, Devon ro rosr wove penalties of up to 420,000 per work infringed,and 4100,000 per work infringed willfully. ��� RFPhJoIST / �, .I�s,n�,a.aoaet, /4 ` I / CONTRACTOR NOTES: PESISN NOTES: „:.:..,.. 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WA5 -`..,"w,.,m.� -.ate 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR .-,:��,e:,«w..,w� (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFP.BLOGKINS PANELS WITH BEARING HALL ABOVE POST LOAD TRANSFER DETAIL. (UNLESS NOTED OTHERWISE) OF L/460 N.T.S. MTS. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N6. psf LI 5)PROVIDE PROPER SUPPORT AT ALL SA OD L 1 2 SHEARWALLS 1 psf DEAD LOAD SLEEP/NG AREAS: TN/5/5 A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD This layout is to be used in conjunction with 1 2pSf DEAD LOAD 9-1/2 RFPI-20 0 1 6"O.G. 9-1/2 RFPI-20 0 1 6"O.G. Architectural/Structural plans.Verify all shear wall blocking placement and connectors. ROOFLOAD/N6: START I I START =urchaser responsible for approving this 25psf LIVE LOAD RAMING I I FRAMING ayout prior to any construction. 1-Ipsf DEAD LOAD H. RE PATIO i 1 PATIO / HERE -==:_:___:_:-�:—:--:-1 ��ll�;�l 1 l R 1 1 1.....y.-e---*' n . 'r.2 c o , 1-1 ® CONFORMS TO DESIGN CONCEPT I I ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE .� WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY , _ __-___ ___ - _-- L .— J 1 J 1 J 1 J 1 J 1 1 J1 11 J1 J1 J1 J I OVER THIS SHOP DRAWING. i 1 J 1 J 1 13 J3 11 -11 J 1 11 J1 11 11 11 11111111 Jo .1 � By: Arnold R.Solomon Date:Oct,2 R1 „ 1 5,2017 CT ENGINEERING INC ---------- . R 1 R 1 ' ❑X CONFORMS TO DESIGN CONCEPT J2 12 12 12 12 J2 12 12 12 J2 12 J2 12 12 J2 12 12 12 1 ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED ❑ NON-CONFORMING-REVISE&RESUBMIT =I r THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE II WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I IIII�� - DRAWINGS,R PECTIC TOF INS,AND APPLICABLE FOR CONFORMANCED ,A. WIHI DESIGN X . ,t, ® ', DRAWINGS,SPECIFICATIONS,AND APPLN:ABLE CODES,ALL OF WHICH HAVE "' PRIORITY OVER THIS SHOP DRAWING. _ ®®=I=I=I.I���W _ 15{ }-1p p __ By Rae Hauff Date 10/26/17 • R 1 L I,_`�-1EI R 1 y . � MILBRANDT ARCHITECTS 14 J4 R 1 I R 1 -..13-3„,- -, - J2 : 2 J�2 � I I I I IMPORTANT/ I I REFERENCE INSTALLATION PORCH I I PORCH GUIDE FOR ALL FRAMING I I DETAILS AND I-JOIST INFORMATION UPDATED 10/24/17 KLH ��e6ExD: PL 1 5-403 (Basement Floor) P_____________4___Tumb. H ---HANGER GALLOUT POLYGON 3413 p2 ABD DL-5G �/ Mrk+ Material Width Depth tirade Qtb Gut Lt I Tot Lt1 ® -SUPPORTING POST J1 RFPI-20 1 3/4 9 1/2 1 5 24 360BASEMENT FLOOR JOIST LAYOUTC O M P A N Y EB, J2 RFPI-20 1 3/4 4 1/2 4 34 306 TRUSS -POST LOAD ABOVE 13 RFPI-20 1 3/4 9 1/2 1 22 22 SCALE: 1/4"- 1'-0' R -RIMBOARD J4 RFPI-20 1 3/4 9 1/2 1 10 10 59 50 JEAN ROAD LAKE OSWEGO,OREGON 9'1035 (503)656-9663 LB -LVL BLOCKING J5 RFPI-20 1 3/4 9 1/2 1 4 4 16 RFPI-20 1 3/4 9 1/2 2 2 4 PLAN DESCRIPTION/NUMBER:3413.2 ABD PL-SG JB -JOIST BLOCKING R 1 OSB Rim 1 9 1/2 1 16 1 1 2 CUSTOMER: POLYGON J -JOIST GALLOUT 113 1 BLKG RFPI-20 1 3/4 9 1/2 26 3 16 PLAN DATED: 11/23/15 B -BEAM(FLUSH w/JOIST) JB2 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 1 4 3 51 DESIGNER: KAM/L.NENDERSON DATE: 11/27/15 HDR -HEADER(BEAM BELOW JOIST) AGGa9901'Iae BBO-BEAM BY OTHERS H1 ITHO 11 1�950-or-ITT9.5 4 I L 15-405 BASEMENT FLOOR SHEET:1 of 3 POLYGON 14"OPEN WEB JOIST @ 19.2"O.C. 3413.2 BDDL-SG PL15-402 UPPER 10/20/2017 MOVE JOISTS +1- 4" TO AVOID PLUMBING Products PIotID Length Product Plies Net Qty O O RM1 42-00-00 1"x 14"APA Rim Board 1 1 N q RM1 34-00-00 1"x 14"APA Rim Board 1 1 START FRAMING HERE 9-08-00 4 Q IRM1 yy�y�y RM1 22-00-00 1"x 14"APA Rim Board 1 1 RM1 8-00-00 1"x 14"APA Rim Board 1 1 w M-___M-._v _M v S. e o e -0- r v , �_� ' il RM1 7-00-00 1"x 14"APA Rim Board 1 1 - I) RM1 3-00-00 1"x 14"APA Rim Board 1 2 ® CONFORMS TO DESIGN CONCEPT I'.♦.I e HVAC RUN BM1 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 0 CONFORMS TO DESIGN CONCEPT WITH I BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 REVISIONS AS SHOWN BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 O NON-CONFORMING-REVISE AND RESUBMIT ' ' ' ' ' ' BM2 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE BM3 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I! BM4 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE ! g DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY — - - I BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 OVER THIS SHOP DRAWING. E ",' '0BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 By: Arnold R.Solomon Date:Dot.25,2017 1 CT ENGINEERING INC BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM5 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ❑X CONFORMS TO DESIGN CONCEPTillil BM6 21-00-00 5-1/2 X 16 BIG BEAM 1 1 ❑ CONFORMS TO DESIGN CONCEPT WITH 1442-1 II BM7 21-00-00 BB01 1 1 REVISIONS NOTED 0 b : �qq ❑ NON-CONFORMING-REVISE&RESUBMIT 11-05'3 _ I8K1 e,_'__ , _ZEE _jj__L,_a-lit BM8 15-00-00 5-1/2 X 14 BIG BEAM 1 1 BMZ_ /;i -T-� 14-00-00-v--�-�-er THIS SHOP DRAWING RAS BEEN REVIEWED FOR GENERAL CONFORMANCE - --�-- a -'-- WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE �7 -tom / QA FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WRH DESIGN B 3-C'-14 11 _ ACCESSORIES QTY DRAWINGS.SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE - I S Q : ' = ' = = ' - - _' -41i- -=-k-A PRIORITY OVER THIS SHOP DRAWWG. MU1 'K1 AO THO17140-2 44 • By Rae Hauff Date 10/26/17 11 5 MILBRANDT ARCHITECTS !' I HVAC, HVAC RUN 1x14 OSB RIM FOR ISHEAR BLOCKING 25' II BKE=BLOCKINGRM1=RIM BOARD FLOOR LOADINr;40 LL15 DL 1 I 1 c - a L. I I LL 1 gl J 1 r SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I. 1 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. i � __I_K1I 1 I FLOOR DESIGNED TO MEET OR EXCEED U480 DEFLECTION CRITERIA I 1�— IBM61 IBM' I II _i L- 1 II CA tl Lrr 11 - ..1,-19 111.OIN N IF 3-0 1.3 .-14,11.1 -->- _ _ _a oma® ° iBM4i RM I 1111k 4608 00 R I'I\—`1_—II Pacifi '�tumber 4 q Nor FRAMING HERE & TRUSS �\ COMPANY DO NOT: Loosen,remove,cut or notch any part of the open web joist. JOIST WITH RIM — SCALE: 1/411=l'-O"on 24"x36"SHEET - --- • SHEET 3 OF 3