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Plans (62) LEGEND: 3t i I I �'� ` ,I —SS SANITARY SEWER Pacific I 12.00'ACCESS AND_ Community I r ---- UTILITY EASEMENT L_ "'SO STORM DRAIN Desi gn r — — —I VACATED PER —W WATER LINE 318 L� DOCUMENT NO. — Q MANHOLE 12564 SW OR97223et [T]503-941-9484 I — 2018-020770 — 318.6 �! ,, la 0� — CATCH BASIN DATE: 8/17/2017 ^� "' ' 317.3 �•r I I 319 IliZIIstaratrgammoo 65.0'motowsr orNoInow*.. ow*w--:,"�.���.,.�,"*•"*"..�......"". REVISIONS NO. DATE DESCRIPTION - - — — — — STREET LIGHT3.00' / PUE, TYP. (18.23' / STRAW WATTLE PERIMETER 320 — C) EROSION CONTROL ii El / 24.00' TRACT K -� m a / — �* FLOW DIRECTION ARROW v, >-'321 I I __ STREET SECTION, SEE J 65 i 5.14' 0 CONSTRUCTION DOCUMENTS _______14. hi / I . a 9.86' 6,045 SF —1 ----3T-322 ---3 322 / _ .. Li / / / I SETBACK SUMMARY $ / BUILDING:. 9 ,9 FRONT SETBACK: 12' ai 5017BDR SIDE SETBACK: 3' __� 323�o , FF=328.91 � o 164STREET SIDE SETBACK: 8' _ cc, — — j / FRONT GARAGE SETBACK: 20FRONT PORCH SETBACK: 8' o VISION ��32 ���1&319 I REAR SETBACK: 15' aCLEARANCE ISL mo . 3I MI■NMI 320REAR COVERED PATIO SETBACK: 10' J_ TRIANGLE W �� GARAGE mai 01111 WM�I 321 322Lc> 323 3 I��'—��1 /!•��■I 324 riiw�l w I .. lil1I►��■Ir�ll �1 y�I��Aoo —326 LOT COVERAGE: „ ,.- i. MEM PORCH I -- II — — — ID �.��,,�r_����,.. I.I V C R 3 "�32 1$ L/ if 1""�! _ ': — PUE, TYP. o LOT AREA: 6,045 SF D 26 Ir ' ""it el 15rniwib. .69MINIS, / ' _ _16 00 20.00' `---- — TERRACE ,;, ____441,10... q."a '�Ln..BWin '� — — — — — — - BUILDING FOOTPRINT: 2,352 SF .,Ilry��l � 326.5 '..*"....i•..'.� II •.,;..:' .;,�--•., ► �rIlii i EAST v 4 4 . 1 it � 65.0' Ate. 4� s me COVERED PORCH: 150 SF Jv. . 0. . WORM I I I 111 1 III IIN eir ''TPPEIP'aredrIIIIIIIIIIIIP cn COVERED REAR PATIO: 0 SF 0-7 FA_ miew ■� CANTILEVER LIVING SPACE: 0 SF WATER METER1prirSS 165 llillir ‘111101r. w";;;; i,„ P i (2) YELLOWWOOD / DECK AREA: 0 SF i SANITARY LATERAL PLOT PLAN �, 2B CLADRASTIS TOTAL COVERAGE: 2,502 SF ° KENTUCKIA SD SD SW FRIENDLY LANE STORM LATERAL o ,� vv 41.4 % IIIc► o n■111 / fir '' .�.._ IMPERVIOUS AREA: 3,409 SF o_ U 0 i 3 TY OF TiGARD POLYGON NORTHWEST (503) 221 -1920 PROJECT NO.: 395-041 CI % Approved b Planning 2S1 W6 TYPE: CONSTRUCTION 71 SCALE REVIEWED BY: PRE Date: I`f LOT 165 (R-7, LARGE) 10 20 rn0 initials°. 4--C RIVER TERRACE EAST Z a 16661 SW FRIENDLY LANE 11NCH=20 FEET PACIFIC LUMBER COPYRIGHT 2015 DES FLOOR Y ROSEBURG FRAMING SYSTEM" builder- ..,,,,,,,... wean* THIS FLOOR SYSTEM WAS qualify engineered wood products for todays builder- .o � These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 5. DESIGNED TO MEET OR The plans may not be re-used or copied,in whole or part.without written permission from Pacific Lumber RIGI DLAM-LVL RI GI D RI M- a-R.+w•o /II Li ��� Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other EXCEED THE LIVE LOAD su tier other than Pacific Lumber Gom an Is EFLECTION CRITERIA II productpp Company strictly prohibited.Unauthorized use or OF L/450 D°�FOREST PRODUCTS FOREST PRODUCTS c,�pying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include '�,/ W `` BELOW To rosTABCAM ,penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. ��JIII� B� PLOORIVELOAD * RFPI-JoiSr 40psf LIVE LOAD �1� SS II BASEMENT FLOOR JOIST LAYOUT 12psfDEAD LOAD >s MI, ('/�: IIh SCALE: 1/4"- i'-0' SLEEP/N6 AREAS: �1 30psf LIVE LOAD °°"B"`°` 1 2psf DEAD LOAD ,,„. °� °�°0 START /1f START "" ROOFLOAD/N6: EA L RPM' OCKIN6 PANELS MTN BEARING WALL ABOVE POST LOAD TRANSFER DETAIL FRAMING ! FRAMING 25p5f OA Lrs. N.T.S. HERE/\/,. / HERE 11p5f DEALOAD N -1-1/2 RFPI-20 w 15"O.G. 9-1/2 RFPI-20 0 16"O.G. I I I / I I R1 / I R1 - - • Ii - PATIO PATIO J ✓ / P J3 J9 JB J31,...., ...li 51 \/1, r u 1 .. r! u r , u - _ _Ju�� .. _ 51 ��inE$;1 F,^ 'fes1113 13 J3-3 J3..3..3.8 -11313 JS J3 J3 J3 3JB • . Fi R1 ," R1 --2 12 12 12 J2 12 12 J2 J2 12 12 12-12 12 J2`2 J2 J2 J2-2 J2 -i2 /1 Si Si IIA e-1- r - V — —-ftp/43-2: r�t-Ts ar • me---- --r' : . �: * ��' : ' ; = ar� a . a: ---Z- r---3 '-IC: m,—�:' :-Pet-1--— _ _>—iSe—G. V '1-iii '/ 11 11 J1 J1 J1 J1 J1 J1 11 11 11 _1 11 11 11 J1 J1 -1 J1 J1 J1 .i1 J1 J1 J1 J1 J1 J1 R1\ /, IRI .> \ / / // - I - r r R1 51 i Q CONFORMS TO DESIGN CONCEPT f 1\ `\ CONFORMS TO DESIGN CONCEPT WITH /r \\ REVISIONS NOTED ! \ ❑ NON-CONFORMING-REVISE&RESUBMIT / THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE r ` . WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. By Rae Hauff Date_10/26/17 MILBRANDT ARCHITECTS ® CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH \ REVISIONS AS SHOWN l 0 NON-CONFORMING-REVISE AND RESUBMIT I /R I `\ 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. /MPOie TAJ�T/ By: Arnold A.Solomon Date:Oct25,2017 REFERENCE INSTALLATION CT ENGINEERING INC GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION CONTRACTOR NOTES: 1)VERIFY ALL FRAMING CONDITION PL 1 5-405 (Basement Floor) LEGEND: 2)ALL FOOTINGS PER DESIGNER'S PL N /��� (UNLESS NOTED OTHERWISE) POLYGON 111312L-SG \L ( H >--HANGER CALLOUT 3)ALL BEAMS PER DESIGNER'S PLAN Mrk* Material l Width j Depth l Grade Qtil Gut Lt�l Tot Lti PacIUmber ®�J (UNLESS NOTED OTHERWISE) J1 RFPI-20 1 3/4 9 1/2 14 24 336 SUPPORTING POST 4)USE CAUTION WHEN GUTTING J2 RFPI-20 1 3/4 9 1/2 11 30 330 COMPANY FOR PLUMBING & TRUSS PI POST LOAD ABOVE J3 RF -20 1 3/4 9 1/2 10 12 120 51 PROVIDE PROPER SUPPORT AT ALL J4 RFPI-20 1 3/4 9 1/2 2 6 12 R -RIMBOARD SHEARWALLS 51 O5B Rim 1 9 1/2 9 15 144 1051 5 5W ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 LB -LVL BLOCKING 131 RigidLam LVL 1 3/4 9 1/2 1.5E 2 12 24 JB =JOIST BLOCKING THIS/5A PLACEMENT PLAN ONLY. g2 Ri9idLam LVL 1 3/4 9 1/2 1.5E 2 2 q PLAN DESCRIPTION/NUMBER: 11512L-56 This layout is to be used in conjunction with JB1 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 1 6 3 48 CUSTOMER: POLYGON J -JOIST GALLOUT Architectural/Structural plans.Verify allPLAN DATED: 11/29/15 B -BEAM(FLUSH w/JOIST) shear wall blocking placement and connectors JB2 BLKG RFPI-2O 1 3/4 9 1/2 14 3 42 Purchaser responsible for approving this DESIGNER: KAKI L.HENDERSON PATE: 12/1/15 HDR -HEADER(BEAM BELOW JOIST) ayout prior to any construction. Accessories BBO-BEAM BY OTHERS H1 ITHO 11950-or-ITT 9.5 6 BASEMENT PL 1 5-405 FLOOR SHEET:1 of 5 PACIFICUIMBERCOPYRIGHTY014 ROSEBURG FRAMING SYSTEM" =="z-" i OESISN NOTES: qualify engineered wood products for todav's builder" _ ,II ' /MPORTANTI These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. THIS FLOOR SYSTEM WAS The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber DESIGNED TO MEET OR "rL„ ,II REFERENCE INSTALLATION Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other EXCEED THE LIVE LOAD RIGIDLAM-LVL RIGIDRIM- product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or �a GUIDE FOR ALL FRAMING DEFLECTION CRITERIA ROSEBURG FOREST PRODUCTS . wcsroeaoucrs '�,� ` III ee,n.v TO POST ABOVE copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include OF L/450 �i i,20. r■� DETAILS AND I-JOIST INFORMATION penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. y7 �IIi'� a FLOORWADING: 4 RFP I-Jo'sr ���\� . 12psfLIEA LOADOA q ypY;ppq�pgpptL.� A' / It'�\, ,�II'� 1 2psf DEAD _ r \� n SLEEP/NG AREAS: ❑X CONFORMS TO DESIGN CONCEPT GOpLOAD CONFORMS TO DESIGN CONCEPT WITH r,^^, � c psf DEAD LOAD r,REVISIONS NOTED MAIN FLOOR JOIST LAYOUT ROOF LOAD/NG: El NON-CONFORMING-REVISE&RESUBMIT • RFPI'BLOCKING PANELS WITH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL SCALE: 1/4°-1'-0" 25psf LIVE LOAD THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE M.re, N.T.S. ` 1 TpSf DEAD LOAD WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE /,/// FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WfTH DESIGN DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. By Rae Hauff Date 10/26/17 / MILBRANDT ARCHITECTS 12" j START START j 1 62' R (2 4 .Lf?1B4 R 1 K1 IFRAMING FRAMINGNI_______________ L` i —4 B449 4 �EGK HERE HEREDECK B4 J 1 B4 JcllU .19 JB' JB 1 L I ,- J6„,,,Z R1 �_.1a � (2)52 ----(_2)52 -- -- - J9 -0: R1 J2 I 1 _,___.45,__________41* i M1- 4 IIIIIIIIIIIIIIIIIIIIIM•algillea' ._ "l WILIIIIII _; LP E - IIMII _ I_.,,t R..... R 1 O rn N O R1 OR t3 — 'i J5 - J1 B'1 L?� D �z rn :o J: J1 R1 44 (2).0 0 z 1 ® ,, T - R1 o f z o _ �Jn = tL Q Z a lists J1 '�L. / fel-f'T -n_R1 U r Si '� Y• 1 F31 _ R1 IIL. - — z 0• W = (--41_,Q - '9.1 J 0 _ _J Ni , '1,x'1 �+ ; m = m m _ r' )it J1 — J ,'=c`t1ie.1 - ' 5 Q -1 Q _ (2).19 1 J1 - • _40 IE (o L tF3 J'I ' — E .I -- ------------ _ ---T----- __ ----15.2 ---_ _ <13 tO R. 14 �,4 I 1 I J10 J10 }- R1 .`A _JJ...-19.— _...-85- --- _. -r7 - 4_B J4 J4 I = I J4 ® CONFORMS TO DESIGN CONCEPT J1 J4 R1 ❑ CONFORMS TO DESIGN CONCEPT WITH R1 J4 J:12 J=.2 REVISIONS AS SHOWN ,— JI$2 JI 2 11,-4 1/4” 0.-5 1/5" ^b'-n 1/8, J4 p , ❑ NON-CONFORMING-REVISE AND RESUBMIT �I J4J4SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE J4 J /„.FJ4 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE : , J4 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE I f/ R 1 I'i J1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY J1 Si /f OVER THIS SHOP DRAWING. J4/ By: Arnold A.Solomon Date:Dot.25.2017 J1- CT ENGINEERING INC -Mli I - J1 J;11 `�' J3+1 J9 — J1 JG J5 .I J1 J1 = I J1 J151 I J1 = FORGH i i FORGH Jc 1 J1 I / 1 J2 I Jg- r 151 -V3 J2 Ik 1 uaONIES low 7 lOLA J2 __ P1-15-405(MAIN) - ` R-1 PQL16014 1512l-55 — R1 Ark•. Material Math Depth Braes Qty Gut Lth Tot Lth at BI65EAM 7 1 7/8 2.1€' 2 14 28 1 1'-4 1/4” CONTRACTOR NOTES: 82 IRigql1ddLam LVL 1 8/4 1 T/8 1.5€ 9 20 100 1)VERIFY ALL FRAMING CONDITIONS E13 R)ddLam LVL 1 9/4 1 7/8 1.3E 1 16 16 2)ALL FOOTINGS PER DESIGNER'S PLAN 84 R1gldLam LVL 1 9/4 t 1/3 1.90 1 4 28 LEGEND: (UNLESS NOTED OTHERWISE) Be RieldLam LVL 1 9/4 1 1/8 1.5€ 1 14 14 /--� 3)ALL BEAMS PER DESIGNER'S PLAN 86 5166 BEAM 9 1/2 1 1/6 2.1E 1 12 12 ( H ---HANGER GALLOUT (UNLESS NOTED OTHERWISE) �1 Owe 1.15 LVL 9/4 1 7/8 1.5! 12 9 96 Filler blocking is not structurally required provided both �C um er �/ 4)USE CAUTION WHEN GUTTING 'B2 -20 3/4 1 7/O 19 3 45 I-Joists are continuously laterally supported by ® Ji RPPI-20 9/4 1 7/8 4 12 48 -SUPPORTING POST FOR PLUMBING connection to the sheathing at the top flange.In COMPANY J� RFPI-2q 9/+ 1 ve 6 12 72 addition,the joint in the sheathing shall be positioned & T R U S S ® -POST LOAD ABOVE 5)PROVIDE PROPER SUPPORT AT ALL J9 154PI-20 9/4 1 7/8 93 20 640 ' over the center of one of the two to flanges to assure R -RIMBOARD SHEAR-WALLS J3 RPM-20 3/4 1 7/8 9 14 2'10 , ,-„ P g J3 RFPI-20 3/4 1 1/8 1 14 �8 shear transfer between sheathing panels. 105 15 SW ALLEN BLVD BEAVERTON,OREGON 9-!005 (503)858-9663 . LB -LVL BLOCKING TH1515 A PLACEMENT PLAN ONLY- J6 RMI-20 9/4 1 7/8 2 8 16 ''.^..rv'� PLAN DESCRIPTION/NUMBER: 1'TBDL-5G J5 -JOIST BLOCKING y j J7 RPPI-20 9/4 t v8 4 t 8 72 -,a -,,,, �,.,, 1,,, „� This layout is to be used in con unction with Ja RFPI-20 3/4 1 1/8 3 2 6 _.. mon. CUSTOMER: POLYGON J -JOIST GALLOUT Architectural/Structural plans.Verify all J9 RPPI-2o 9/4 1 T/b t 9 16 240 `�.m.. m" max m,° m°` mon m- m'° max m" ma. PLAN DATED: 11/29/15 shear wall blocking placement and connectors J10 RPPI-2o 9/4 1 1/8 1 26 28 .0.. ," ,,, ." w <" B -BEAM(FLUSH w/JOIST) Purchaser responsible for approving this Rt 05B Rim 1 1/8 12 16 192 DBL1-JOIST WITHOUT FILLER CONSTRUCTION ayout prior to any construction. H.Ts. od-+m Z. ,a : ,r 2" 2A 2" :A z 20DESIGNER: KAKI L.HENDERSON DATE: 12/1/15 HON -HEADER(BEAM BELOW JOIST) Accessories .. BBC,-BEAM BY OTHERS 441 MNT411A8 16 H2 MIT 1tee-cr-ITT 11,ea 40 PL 1 5-405 (MAIN) SHEET:2of 3 BEAM FLUSH WITH TOP OF FLOOR JOISTS {I 17-07-12 7-06-04 24"OPEN WEB JOIST @ 19.2"O.C. STAGGER F15 JOISTS FOG 15-00-08 / GIRDER TO AVOID TF •I' HANGER COLLISION AND START FRAMING HERE PLUMBING ABOVE. o ® ® V Ii POLYGON MOVE JOISTS +/— 4" TO � �� e � ; 17BDL-3G 12- m'' PL15-405 UPPER AVOID PLUMBING FI 0�� m m 4 I 10/20/2017 u.. cc O u) LL LL 1- Li LL 0 m 4 I 4 Products PIotID Length Product Plies Net Qty ® CONFORMS TO DESIGN CONCEPT ° _ 1 ItIBH NI BM1 21-00-00 5 1/2"x 21"Glulam(1.8E 24F-V4 DF/DF) 1 1 El CONFORMS TO DESIGN CONCEPT WITH F4 t-7F4 F42 F;,,F,n�F1`; L� BM2 19-00-00 5 1/2" 24"Glulam 1 1 1 REVISIONS AS SHOWN x am( .8E 24F-V4 DF/DF) El NON CONFORMING REVISE AND RESUBMIT = 1„1 --o BM3 17-00-00 5 1/2”x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 o L BM4 21-00-00 3-1/2 X 16 BIG BEAM 1 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE o " ``{' ' - BM5 17-00-00 5-1/2 X 16 BIG BEAM 1 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE o i '�" � "T cu � FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE L`" LL L` " Lt- ._ LL °- u. LL U- DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITYBM6 14-00-00 5-1/2 X 16 BIG BEAM 1 1 OVER THIS SHOP DRAWING. — q BM7 12-00-00 3-1/2 X 16 BIG BEAM 1 1 o By: Arnold A.Solomon Date:Oct.25,2017 F1,3 BM8 6-00-00 3-1/2 X 16 BIG BEAM 1 1 CT ENGINEERING INC G BM9 4-00-00 3-1/2 X 16 BIG BEAM 1 1 BEAM FLUSH WITH TOP U QX CONFORMS TO DESIGN CONCEPT s F-:" N t ACCESSORIES QTY OF FLOOR JOISTS « L ,� ❑ CONFORMS TO DESIGN CONCEPT WITH O 0 (�J O HIT424 47 REVISIONS NOTED ® 0 ElNON-CONFORMING-REVISE&RESUBMIT 1 1rl 05'3 I2X4 DF#2&BTR FOR RIBBON 210' i J � - I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ® 1� � —L°� ^— o,. _ - m ° © HGUS5.50/12 1 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN 11-05- 3 CI Q C HU412 2 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE 0 PRIORITY OVER THIS SHOP DRAWING. 0 HGUS5.25/10 1 By Rae Hauff Date 10/26/17 0 MILBRANDT ARCHITECTSF4r F=2 F4 L4 1-2-�� ' f 4-' - BM9l R LOADING40 LL \b CKINGRMI=F p "w d Crl 1. c U. _ .... I..,I m .ADDITIONALPOST TRANSFER BLOCKINGAND S ]BM5I 4 LL " "- '-` r -' W ..6 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN m to I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA y._.. a a..:.r a c:. a.:--ALJ (-I 4 F41.: F,=:: BM4 allk'• • • • • F10 144 F 1. F^.'. F40 I u ill � Z CONFORMS TO DESIGN CONCEPT QX CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH -0" ❑ REVISIONS NOTED ❑ NON-CONFORMING-REMISE ANIZRESUBMIT CONFORMS TO DESIGN CONCEPT WITH SWAINREVISIONS AS SWAIN 19"-3' LV�. 41-0r NON-CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN 1EVI EWED FOR GENERAL CONFORMANCE I WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE - DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE PRIORITY OVER THIS SHOP DRAWING. DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH RAVE PRIORITY By Alexia Fukui Date 8/12/15 OVER THIS SHOP DRAWING. w MILBRANDT ARCHITECTS By: Arnold R. Solomon Da e: November' 15 8-011 _, (■ CTESN INEERIVC IFJC Y , :12 li+ V'1 LL LL LL r :r 3Jli. - T _ JI E1 iia DJ FL.128 Allip, A!ivgilIl 72 (5) DCJB �- 6�'2 EHIPA �. .. 1!11 ihw a/ p /010116- / DCJS ��_ 8: CMEVr i _o 1 ; MA_ I° //Aril%_ D,L -/.� DJC w - A aP DJP , ,' ,� 1115 as DA___ -. 8�� DR_ 6 $ ag , lk Jr DJ6_ gor co a ,-.H\ a GP p 11,11:1 i i • 8,12 F 1 MIL jib: .. 11 _: e 0; _ I e le.i B3I21 _ H1 8:12 f L. A3 r4 IR•49 HI irr': ' 6:12 HI 0i b - 8lk 1211 \ HIJ1 83 GARAGE 11' Al in to c .e FRONr 7r �-RANGERS. UJ 4 U.N.O. 13-r HAND CUT 11'x' -I I- 4'47 161-2 5/16" 16'-5 1/2' -1 ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 11/02/45 PLACEMENT ONLY.REFER TO ENGINEERED STRUCTURAL PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER '. 1 7_BINFORMATION.BUILDING a DESIGNER/ENGINEER OF RECORD RESPONSIBLE FOR ALL NON-TRUSS F i,PLAN: DRAWN BY: DM REVISION-2: TO TRUSS CONNECTIONS.BUILDING 17 / B CHECKED BY: REVIEW AND DESIGNER/ENGINEER EVI APOF RECORDTO at (A� T` U S S ,Y C O M p A N EROOFALL DELIVERY LOCATION:: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. t 0.1111 - 1' { All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.