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Plans (58) MSS .C.) - CO u U Q 5qc. Std:, 1 c` L-. LEGEND: —SS SANITARY SEWER Pacific SD STORM DRAIN Community- ! i E� # # 1 I I I I I I I .•_ : Design - �-- ....7-„J__-_-- - o - —.. _o� -w- WATER LINE r u w 12564 SW Main Street - MANHOLE Tigard,OR 97223 313.5 �� CATCH BASIN ITl 503-941-9484 310.8 '"} DATE: 8/17/2017"? b ...,..... �.., -e®.w.�.s.w.nn. ® ,: III REVISIONS - - - - - STREET LIGHT NO. DATE DESCRIPTION 0 18.21' -- — — STRAW WATTLE PERIMETER _ �i i _ — � 24.00' i\___ _ EROSION CONTROL ., r _ �� FLOW DIRECTION ARROW - -—- I - Ir- - I I- _ _. STREET SECTION, SEE I _ Cr;'' --__ -_.., € © CONSTRUCTION DOCUMENTS 1 I; 162 ai ----� 5.08' 5,580 SF ' hi I; � I . SETBACK SUMMARY E BUILDING: FRONT SETBACK: 12' 163 q II 5017BD II o €il SIDE SETBACK: 3' FF=324.51.,,,., P ; 161 STREET SIDE SETBACK: 8' I--. I Ii iI I I FRONT GARAGE SETBACK: 20' CN FRONT PORCH SETBACK: 8' �, [ 31731b315l l`AIuI I el NNl 4.92' REAR SETBACK: 15' Q 32938 � L GARAGE ► REAR COVERED PATIO SETBACK 10' CN -322320 I-i NMI il � 11111111111111....1 — ---------323322 i� ir _ �, ~ __ No Lu - -- ___ I SII r�1111L+.---.111111.11. .�� PORCH �`�� LOT COVERAGE: N - - 6.00 L- - -- !L � CD c PUE, TYP. I --- -- ---- L -- RIVER - - `' LOT AREA: 5,580 SF vi ° 322.7 20.00' — — — - TERRACE �, _ _ _ ' _ _ _ 16.00' 15.71' _ 320.0 — — — - -, BUILDING FOOTPRINT: 2,352 SF a. _ f/� . 4� EAST 7,- �A /�' Neff: Ad A 60.0 1 IAI Air �/00 ill COVERED PORCH: 150 SF co ANN _ IIMII' - 1I4�1 LO COVERED REAR PATIO: 0 SF � WWATER METERPr 14111L S �'r CANTILEVER LIVING SPACE: 0 SF Lo inwpor `i4 INS f 5 - „ (2)YELLOWWOOD / - ,:'- 162 DECK AREA: 0 SF SANITARY LATERAL 11 CLADRASTIS PLOT PLAN 5 S 5�� Sr,'t S�c, KENTUCKIA SO ,,fir TOTAL COVERAGE: 2,502 SF 6 ■ B SW FRIENDLY LANE STORM LATERAL Kir . iAill 44.8 % Ablimmki AEI= NW EL- tI� � — ''�N '` -- P_="�"r 1111111111101 111 IMPERVIOUS AREA: 3,406 SF 5 U Nr 0 / 2 POLYGON NORTHWEST (503) 221 -1920 Approved OF TiGARO► (i) ° pproVed by Planning PROJECT NO.: 395-041 251 W6 Date. 23 i,1 TYPE: CONSTRUCTION 4 LOT 162 R-R.c LARG E _._____ ______Lr SCALE REVIEWED BY: PRE Initials: 10 20 co RIVER TERRACE EAST 2 16599 SW FRIENDLY LANE ""C"=2°FEET Z PACIFIC LUMBER CUPYRIGHT2DI5 ROSEBURG FRAMING SYSTEM" =,...---=.---= IDES/6N NOTES, THIS FLOOR SYSTEM WAS quality engineered wood products for today's builder These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. DESIGNED TO MEET OR The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RI GI DLAM LVL RIGID RI M z�,�a+w�E� W tea+++ Al� �� SOLID 151-001,AI, Gom an EXCEED THE LIVE LOAD �/C ,L+ p y,which retains copyrights to,and ownership of the plans.Use of these plans by any other �',' BEAM.AREA OP BLOCKS All AO BEI-Oh TO ABOVE product supplier other than Pacific Lumber Company Is strictly prohibited.unauthorized use or DEFLECTION CRITERIA -� , ROSEBURG SOME PRODUCTS ROSEBURG sower PRODUCTS copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include OF L/450 'i `� penalties of up Co 520,000 per work infringed,and S 100,000 per work infringed willfully. FLOOR LOAD/NAN P' -I �� 40psf LIVE LOAD �� RFPFJOIST /P 1. Il ti BASEMENT FLOOR JOIST LAYOUT l2psf DEAD LOAD �� (� SCALE: 1/4"- 1'-O" 50ps f LI b AREAS: �.ma. 30psf LIVE LOAD 5E:E Fw H--°--c 1 2pGf DEAD LOAD START START ROOF'LOADINS: FRAMING RAMING 25 f LIVE LOAD RFPs BLOCKNG PANELS RITN BEARING WALL ABOVE POST LOAD TRANSFER DETAIL �I N.TS. HTS. HERE \ HERE 11psf DEAD LOAD 9-1/2 RFPI-20 e 1 5"O.G. 9-1/2 RFPI-20 e 1 6"O.G. I I I I I I R1 . . . II t PATIO -ATIO - R1 is - .0, I a . ne J3 J3ja, Si \/: " ' J31 -7.-- v J3 J3 .\ � 41 �1 1 B1nel =J8 J5 J3 J3 J3 J3 JS ® � 1-\ :i _3 J3 _3_3_3_3_3J3 1. I Il 1 - ' it 1 R1 R1 • --2 J2 J2.122 J2-1,2 J2 J2 J2 J2 J2 J2 Si �- .--�--:—5----07-- r---f®�:�'�: r•.^--v—¢■ e=:+,---,;—11C-='T—:".--II-: ®--r .. _ —.—. -Z— sem---:a J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1J1 .,1J1 _1J1J1J1J1J1J1J1J1 R1 IRI I _ I _ ., i R1 R1 ID CONFORMS TO DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED 0 NON-CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS,SPECIFICATIONS.AND APPUCABLE 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 ❑ NON-CONFORMING—REVISE AND RESUBMIT I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE - I 1— WITH THE DESIGN CONCEPT ONLY ANO DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAW'ING. IMPORTANT/ By: Arnold R.Solomon Date:Dct,ze,201 REFERENCE INSTALLATION CT ENGINEERING INC UIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION CONTRACTOR NOTES: 1)VERIFY ALL FRAMING CONDITIONS PL 1 5-405 (Basement Floor) LEGEND: 2)ALL FOOTINGS PER DESIGNER'S PLAN � � (UNLESS NOTED OTHERWISE) POLYGON 1 1BDL-SG ( H --HANGER GALLOUT 3)ALL BEAMS PER DESIGNER'S PLAN *Irk• l Material I Width I Depth l Grad otoGut Lttl Tot Ltt Pacifioi.uilier ®/ W 9(UNLESS NOTED OTHERWISE) J 1 RFPI-20 1 3/4 9 1/2 1 4 24 335 SUPPORTING POST 4)USE CAUTION WHEN CUTTING J2 RFPI-20 1 3/4 1/2 1 1 30 330 COMPANY ® FOR PLUMBING & TRUSS ,..umber POST LOAD ABOVE 5)PROVIDE PROPER SUPPORT AT ALL J3 RFPI-20 1 3/4 9 1/2 1 O 12 120 R -RIMBOARD SHEARWALLS J4 RFPI-20 1 3/4 9 1/2 2 6 12 R1 0513 Rim 1 9 1/2 9 16 144 105 15 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)656-9663 LB -LVL BLOCKING B 1 RigidLam LVL 1 3/4 9 1/2 1.5E 2 12 24 THIS/S A PLACEMENT PLAN ONLY. PLAN DESCRIPTION/NUMBER: 11E51%-56 JB -JOIST BLOCKING This layout is to be used in conjunction with 52 RlgIULam LVL 1 3/4 9 1/2 1.5E 2 2 4 CUSTOMER: POLYGON .J -JOIST GALLOUT Architectural/Structural plans.Verify all JB 1 BLKG 7.1 S LVL 1 3/4 9 1/2 1.5E 1 6 3 46 PLAN DATED: 11/29/15 shear wall blocking placement and connectors JB2 BLKG RFPI-20 1 3/4 9 1/2 1 4 3 42 B -BEAM(FLUSH w/JOIST) Purchaser responsible for approving this HDR -HEADER(BEAM BELOW JOIST) ayout prior to any construction. Accessories DESIGNER: KAM/L.HENDERSON DATE: 12/1/15 BOO-BEAM BY OTHERS H 1 ITHO 11.150-or-ITT9.5 6 PL 1 5-40 5 BASEMENT FLOOR SHEET:1 of 3 _ ROSEBURG FRAMING SYSTEM'" -•"--^'°^�„-"� PACIFIC LUMBER COPYRIGHT 2014 quality engineered wood products for today's buitder- "a ,axial "-a- - ,I' ' DES/6N NOTES: _ IMPORTANT/ 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 ...,ter.,. ,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 RIGIDRI M- 1 F K , product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or a GUIDE FOR ALL FRAMING DEFLECTION CRITERIA ROSEBURG FOREST PRODUCTS eDe IRIA6 FOREST PrODDors ',I� III ee�o..ro rosr„some copying of these plans,infringes rights under the copyright Act.Infringes face liabilities that include OF L/450 e `� DETAILS AND I-JOIST INFORMATION penalties of up to 520,000 per work infringed,and$100,000 per work infringed willfully. ..e--(-4 ��III� *-64RFPFJoisr r �� 40p5)LVE LOAD RFDppp�p S -., !��!! IIh� 1 2p5f DEAD LOAD �' � SLEEP/N6 AREAS. X❑CONFORMS TO DESIGN CONCEPT °°"".'°` SOpef LIVE LOAD CONFORMS TO DESIGN CONCEPT WITH "'°r°°-' °""�'"° 1 2pef DEAD LOAD ❑ -r� .w waa.+"o REVISIONS NOTED -°xw mm MAIN FLOOR JOIST LAYOUT ROOF LOAD/N6: 0 NON-CONFORMING-REVISE&RESUBMIT RFPI-BLOLKNG PANELS I"NIH BEARING HALL ABOVE POST LOAD TRANSFER DETAIL SCALE: 1/4"- 1'-O" 25psf LIVE LOAD THIS SHOP DRAWING HRS BEEN REVIEWED FOR GENERAL CONFORMANCE N.TS. ItOS. 11psf DEAD LOAD WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FO- •NFORIMNCE WITH DESIGN DRAWINGS,SPECIFICATIONS,AND APPLICA: C•"ES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. By Rae Hauff Date 10/26/17 MILBRAN ' ARCHITECTS 12" I START START j 12" R1 Lz)e4- FRAMING FRAMING �czB4 Si B4 >z r -n 4 DECK HERE HERE DECK 154,14-- 1" 4 J9 51 64U�I Sidq JBL I ,JB1 r - • J2 ',1 R J9 •1 ._._,_. _ (2)B2 - --_--- _ _ ----- (2)B2 .__. __-- __ „}q Ri i, J2 '� J� (2).10 B6, '-1 R1 J2 �'�R 1 IA i (a LID - 1► V� 1_ JD 1 R 1 = IJZ J5 R1 J ui Ei rn UR1 ' _ 4_ ''. 0 I- LP 0 51 J1 al fi2-).Ll 0 W -I 0 - J1 O GN O '--- -- •,-w...... .,••• ••••m, R 1 J1 741 `- - _____-______ __A1_, cv -- m !Mr J'I ir J7 �T I• (S � Q DIVIII J1 J9 (a)19 R 1 N R' R 1 Immin ,:.,., J1 11. J51 0 oD z `B NEI ,1: J9 Ja)is i z D , .. J9 II .. -I - H _-1:-' 51 Joi ;� (a).19 0 12 .. _ _- J J9 .. k f2).t5 m z 1 m ' (11..L2 3 - _ II U z ,--- I 1 ' I,, ,1 O J9 4 fr f2).L'1 w rn (c)L'1 r --.- 7. O ni J1- C_ B- I IL �. .......__ SVD—B --= -=- -- - ----$3-- -- -__ ---- - ._._._ I- - I = ��X — - ----.. re R 1 �` J 1 O �- _- I - I� 1 R 1 454 B4 1. r 1 R, _._—I ... -- -... J} 1 I ® CONFORMS TO DESIGN CONCEPT _♦ I �II I J I J} J I2• R' ❑ CONFORMS TO DESIGN CONCEPT WITH �—� ��i I REVISIONS AS SHOWN � I: I�'I;2 I J41 1'-4 114" ms's-r/a° ----- - ❑ NON-CONFORMING-REVISE AND RESUBMIT 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE J4 -- J4 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE J4 FABRICATOR/VENDOR OF RESPONSIBILITY FOUR CONFORMANCE WITH THE R 1 r J'} ^ DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY J4I 1 OVER THIS SHOP DRAWING. 11 J9 By: Arnold R,Solomon Date:DCt.DN,2017 J4 J4 CT ENGINEERING INC J1 JB1 J4 - I 111111M1 _• 1 iii 1 ll J1 dr: J1 II I J1 I '! ii JB1 I J' PORCH I PORGH 1 J' I J2 I II J2 II J2 ' R1 J2 " UPOAIE010R!/11 ICH1 Jam- ,-' PL 15-405(MAIN) _ i 51 `-- FOLYSQN 1HDL-64 14rk• Material P■dth Depth Brats Otq Gut Lt#Tot Lth _ Bt Sid.BEAM 7 1 1/6 2.1E 2 14 26 11'-4 1/4" CONTRACTOR NOTES: 02 RI¢dLam LYL 1 9/4 1 1/6 1.55 9 20 100 1)VERIFY ALL FRAMING CONDITIONS 09 R1gldLawn LVL 1 9/4 1 1/6 1.59 1 16 16 2)ALL FOOTINGS PER DESIGNER'S PLAN H4 RIgidLam LVL 1 9/4 1 1/9 1.92 1 4 26 LEGEND: (UNLESS NOTED OTHERWISE) 59 RIgldLan LVL 1 9/4 1 1/6 1.95 1 14 14 �� 5)ALL BEAMS PER DESIGNER'S PLAN 56 DO 5 1 l 9 vs 1 1/6 2.19 t 12 12 0--HANGER GALLOUT (UNLESS NOTED OTHERWISE) .®1 HLK6 1'19 LVL 1 9/4 1 1/8 1.9! 12 3 96 Filler blocking Is not structurally required provided both Pacifi- �� // 4)USE CAUTION WHEN GUTTING �3 HI.lc6 RPPI 20 1 9/4 1 1/H t 9 46 1-Joists are continuously laterally supported by J1 RFPI-20 1 9!4 1 1/O 4 12 46 ® -SUPPORTING POST / connection to the Sheathing at the top flange.In COMPANY FOR PLUMBING J2 RPPI-2o 1 9/+ 1 1/e 6 12 12 addition,the joint in the sheathing shall be positioned & T R U S S ® -POST LOAD ABOVE 5)PROVIDE PROPER SUPPORT AT ALL J9 RPPI-20 1 9/4 1 1/6 92 20 640 over the center of one of the two to flanges t0 assure R -RIMBOARP SHEARWALLS J4 RPPI-20 1 9/4 1 1/6 1 14 210 / P 9 J3 RPM-20 1 9/4 1 1/6 1 14 �6 shear transfer between sheathing panels- 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (50$)858-9665 LB -LVL BLOCKING TH/5/5 A PLACEMENT PLAN ONLY. J6 RPPI-20 1 9/4 1 1/6 2 D 16 ,onwrvow, JB -JOIST BLOCKING This layout is to be used in conjunction with J1 RPPI-20 1 9!4 1 1/6 4 1e 12 bnaa„„ng ,.•" „l r,,, PLAN DESCRIPTION/NUMBER: 1 7BDL-56 Architectural/Structural plans.Verify all -ISRPP-2o 1 9/4 1 1/6 _ 9 2 6 •- SWIM? M,n Max Min M.. Min M. M, Max T.1-1-- CUSTOMER: POLYGON J -JOIST GALLOUT44 RPPI-20 1 3/4 1 1/6 19 16 240 w shear wall blocking placement and connectors oo. ° " a PLAN DATED: 1 1/2 9/1 5 pP 9 Rt a5BWm 1 1 1/9 t2 16 142 5 -BEAM(FLUSH w/JOIST) Purchaser responsible fora approving this J10 RFPI-20 1 3/4 1 1/D 1 26 26 DEL I-JOIST WITHOUT FILLER CONSTRUCTION ` ` " ` HDR -HEADER(BEAM BELOW JOIST) ayout prior to any construction. r+.TS. lode,. 0 ,F 0 IC 0 00 0 za A 10' DESIGNER: KAM/L.HENDER5ON DATE: 1 2/1/1 5 Accessories BBO-BEAM BY OTHERS Hi MIT41 tea 16 �.•r� 1 H2 MIT11.00-or-ITTIILL 40 1 1 5-405 (MAIN) SHEET:2of 3 BEAM FLUSH WITH TOP OF FLOOR JOISTS 7-06-04 17-07-12 24"OPEN WEB JOIST @ 19.2"O.C. 1 w 6-00-08 STAGGER F15 JOISTS @@ F •r GIRDER TO AVOID TF HANGER INNGACOLLISIONAND I ®.q PmmNCAeOVE. POLYGON START FRAMING HERE �- F- �, 17BDL-SG MOVE JOISTS +1- 411 TO -0 i I'E AVOID PLUMBING r PL15-0OS UPPER __ �N13.r F^ "—®—c V/_ M S P K m.... m m 10/20/2017 u1 A) A) a9 CJ CO CC) AC N LL ll ,_ LL 1 Lt m o q Products ms. PIotID Length Product Plies Net Qty a_ ®I« e I I 1y� BM6 21-00-00 5 1/2"x 21"Glulam(1.8E 24F-V4 DF/DF) 1 1 rIC:FCC F- F4' F 12 4° 4445 BM1 19-00-00 5 1/2"x 24"Glulam(1,8E 24F-V4 DF/DF) 1 1 ® CONFORMS TO DESIGN CONCEPT o- _ BM9 17-00-00 5 1/2"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 ❑ CONFORMS TO DESIGN CONCEPT WITH "I o BM5 21-00-00 3-1/2 X 16 BIG BEAM 1 1 REVISIONS AS SHOWN .. .q - .— — - 6 BM4 17-00-00 5-1/2 X 16 BIG BEAM 1 1 ❑ NON-CONFORMING-REVISE AND RESUBMIT L t� w "- A LL `L " A) " u_ u_ — " ' `' BM11 14-00-00 5-1/2 X 16 BIG BEAM 1 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE N WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE . i'" — — BM12 12-00-00 3-1/2 X 16 BIG BEAM 1 1 FABRICATOAIVENDOA OF RESPONSIBILITY FOR CONFORMANCE WITH THE F�T BM1 O 6-00-00 3-1/2 X 16 BIG BEAM 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING, © BM8 4-00-00 3-1/2 X 16 BIG BEAM 1 1 By: Arnold R.Solomon Date:Oct.25,2017 By ENGINEERING INC ti c �" Fo BEAM FLUSH WITH TOP ACCESSORIES QTY "- Lt: OF FLOOR JOISTS V..`t_ © _ 0 0 HIT424 47 X❑ CONFORMS TO DESIGN CONCEPT 1 P 3 2X4 DF#2&BTR FOR RIBBON 210' ❑ CONFORMS TO DESIGN CONCEPT WITH _ �- —_—„ CI TS,, _� _� _d 0Milk_ "I __ _, © HGUS5.50/12 1 REVISIONS NOTED �j' ® �— T El NON-CONFORMING—REVISE&RESUBMIT Or 1 E 1 35-13 U IT © HU412 2 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE �' 0 U : O HGUS5.25/10 1 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN I 10�4 Al_4,1 14y a _4 F45 -� DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE - PRIORITY OVER THIS SHOP DRAWING . By Rae Hauff Date_10/26/17 _ IBMB� MILBRANDT ARCHITECTS CKINGRM1=F RLOADING40 LL. w Q1 ,ADDITIONALPOST TRANSFER BLOCKINGAND S a IBM4] O ' v) = u- LL iL u. iL = -- .I..ii [ SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I SI -G m : t I. I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. �- I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I U -...a a _..-a a a a e. -40 F41. F,3',.. BM5 1::;4r h-" F40 11' F 1• F4Q il l l lig —_�_ DO NOT: Loosen,remove,cut or notch JOIST WITH DBL RIBBON any part of the open web joist. Pacifi umber SCALE: 1/4"=1'-0" on 24"x36" SHEET & TRUSS COMPANY SHEET 3 OF 3 11 .111.1 Z CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH ❑X CONFORMS TO DESIGN CONCEPT SREVISIONS AS SH N � ❑VISIFONS ANOTED IGN CONCEPT WITH ❑ NON CONFORMIN -CCE AVD RESUBMIT 28'-®' 19'� ET NON-CONFORMING—REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN RENEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE THIS SHOP DRAWING HAS BEEN EVIEWED FOR G NERAL CONFORMANCE BRI TOR END RDF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN WITH THE DESIGN CONCEPT ONLYAND DOES NOT.RELIEVE THE PRIORITY OVSPECIFICATIONS R THIS SONDRAINING PucnBLE CODES ALL of WHICH NAVE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE By Alexia Fukui Date 5/12/15 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY MILBRANDT ARCHITECTS OVER THIS SHOP DRAWING. �, By: Arnold R. Solomon DaK• NovalR ir 2Ol 6� J CT INEERING INC 5 5 6 -- T , Z1 1 61 4:1Q = GID 2741 1 • El CR of-� I T pii . � 1 Z2 C ma DCJ1 I . F011-11 °1Pir Il . ; r y DCJ4 e:$3 , DCA S CA / DCJB L CJ4 DJ7 Jil All DA, IPS pu CJ5 A.1.1 44 Ji DJ9 IP e1' jot a DJ6tits a3 CJ4 1 pia - ! gmG ()JO 8:12 p CJ2 g6:0CJ1 e: 2 C r - a4 .+� LI ADJI (2) c _.,_, :1 a ADS (2) (3) 4 IrmsurrizBi H1 B9 Ql .l 111 a•19 ` �I 0 I I I 6:1k H1 8:12 82 P) 5 op :12I a / 11' a: v t -a Lai . • Al _ 1:1ora "4 f R 19 INN 1H cir, _. GARAGE . FfrLSE GABLE FRONT CUT k 4'-0' -I I- 11' -I 1�3'T 16'-51/2' �' '� I- �I 16'-2 5118' ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 11/02/15 CEMENT ONLY.REFER TO TR SS CALCULATIONS AND „` ENGINEERED STRUCTURAL MI PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER I PLAN-� ONSIB E F R ALL NON- DESIIGNER/ENGINEERI OF RECORD RESPONSIBLE FOR ALL NON-TRUSS DRAWN BY DM REVISION-2: TO TRUSS CONNECTIONS.BUILDING , 17 I B CHECKED BY: DESIGNER/ENGINEER OF RECORD TO (}M p A N V REVIEW AND APPROVE OF ALL Q- T R I ' S S ,P DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. oC ■ {.I 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.