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Plans (24) `c \S c 2G\54,- 00' 'S \LQ U 4v -,v,,.:.) `‘ie.sC Nte.S . LEGEND: SS SANITARY SEWER Pacific kr I ! : [ 11 SDSTORM DRAIN Community I m -,II I —w WATER LINE • Design , / � I lfj i( 12564 SW Main Street — - - ^`-_ _ 4. ry 3.00' i MANHOLE Tigard.OR 97223 —R s ` '���,c� PUE, TYP. [T]503-941-9484 i I — _ _ ` 1 i� € 3 1 CATCH BASIN — 1 - / _ DATE: 8/31/2017 304�5 I e ' —311.6 LREVISIONS __ �� �. ___— 60M y� L _ STREET LIGHT NO. DATE DESCRIPTION . V� 15.21' 1 STRAW WATTLE PERIMETER -21.00'— n E EROSION CONTROL _._ �* FLOW DIRECTION ARROW 6 ,.., —1— ri! --/ —1"-- —°-41. i. -, , ..- , 31 I ;` L ,' l I I \iii/ I 1444 STREET SECTION, SEE II CillCONSTRUCTION DOCUMENTS .6.00'' 126 [; .. ..[ if I f— 5,367 SF lr 3,r — ;' ,, o U; — — - SETBACK SUMMARY 4.00' ' BUILDING: 1 , . 1 r z 125 t 5017AD i FRONT SETBACK: 12' E \ 1: 1 I—' SIDE SETBACK: 3' FF=320.21 X _ STREET SIDE SETBACK: 8' BFF=311.21 \, 1, ---,I- CI 3, 1 f I I L; I FRONT GARAGE SETBACK: 20' _.o 3o,___-- 1, u; e l , FRONT PORCH SETBACK: 8' ---'--".._ -30,3 1 NW I Ir pC; I REAR SED BACK: 15' _______30,„c9 -5 31flGARAGE__- ----_.- 1''� i REAR COVERED PATIO SETBACK: 10' 3'12 �r 1 r — — `\ 6.00' --' ---- ---I PORCH - #116,100...- _.I. LOT COVERAGE: DJ ORC I ' LL, - -- _ \ PUE, TYP. \ �... ----_-� - ! 31 _ RIVER ■ a, — ~t 20.00'— _23.00- I LOT AREA: 5,367 SF 3 y i — _16.00'_ ,a_4 TERRACE CV ' _ `, 61'` 313 BUILDING FOOTPRINT: 2,357 SF h (; . !�. .:, _ Atm. ..r •r EAST ' r. t 1 53.8' /` '' [ 1` VISION COVERED PORCH: 58 SF o / , / 318.0 .•.- ,is► . . F n CLEARANCE — - o �, / I, `` . ' I .TRIANGLE — - COVERED REAR PATIO: 0 SF Lo -.--0--- i �, f ' , ► ,� ;E r 1 CANTILEVER LIVING SPACE: 0 SF - ate../ "...►, WATER METER a 126 o © I DECK AREA: 0 SF PLOT PLAN SANITARY LATERAL (1) ROHANI EUROPEAN �` 8 BEECH / FAGUS TOTAL COVERAGE: 2,415 SF l\ STORM LATERAL c- — o SYLVATICA'ROHANII' u' EL 6 - SW DESCHUTES LANE s I I _ 320------ ,-- — - 45.0 % 6 1.' ■X .a ---- - o ;Ir i -- er" / '",•••• r 3 rN IMPERVIOUS AREA: 3,250 SF E - €I is , t - I U O O) 2POLYGON NORTHWEST (503) 221 -1920 o /1C CITY OF TIGARD °` L V 1 W6 PROJECT NO.: 395-041 Approved by Planning CONSTRUCTION SCALE REVIEWED BY: PRE LOT 126 (R-7, STANDARD) Date: L_Z3"-i 10 20 co RIVER TERRACE EAST . Initials. 1 INCH=20 FEET z 16640 SW DESCHUTES LANE DES/6N NOTES: ROSEBURG FRAMING SYSTEM`" PACIFIC LUMBER COPYRIGHT 2015 �e: w �_-a- ". _ These tans and the designs are copyrighted under Federal Law b Pacific Lumber Gom an 2015. THIS FLOOR SYSTEM WAS quality engineered wood products for today's builder p9M p M DESIGNED TO MEET OR _ lUk The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber EXCEED THE LIVE LOAD RIG ID LAM LVL RIG ID RI M'f these lans b an other.... Company.which retains copyrights to,and ownership of the plans.Use o p g y DEFLECTION CRITERIA i 'eP •" product supplier other than ges iLumber Company Is strictly prohibited.Unauthorized use or ROYEFAR6 FOREST PRODUCTS ROSEBVRG FOREST PRODUCTS \/�;�" _____ ,III copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include OF L/480 G / SELL,roPOST:,eo� penalties of up to 520,000 per work infringed,and$100,000 per work infringed willfullu. FLOORLOAD/N6: ��� RFPI-JOIST \` �� 40psf LIVE LOAD III 12psf DEAD LOAD r �� �I' BASEMENT FLOOR JOIST LAYOUT Ic �'�� h SLEEP/N6 AR,EAS: SCALE: 1/4'-1'-O° 50psf LIVE LOAD eon..eec 1 2puf DEAD LOAD °^:; :5,...,,,....m START START ROOF LOAD/NB: `� o ® CONFORMSTODESIGN FRAMING FRAMING 25psf LIVE LOAD ❑ CONFORMS TO DESIGN CONCEPT WITH RFPI POST LOAD TRANSFER DETAIL BLOCKING PANELS WITH BEARING WALL ABOVE 1'Ipsf DEAD LOAD N.TB. N.T.S.. ERE. \ ./ HERE REVISIONSSHOWN 111NON-CONFORMING REVISEAND RESUBMIT 4-1/2 RFPI-20 5 16"O.G. 4-1/2 RFPI-20 @ 15,”O.G. THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY I R 1 OVER THIS SHOP DRAWING. 51 T- By: Arnold R.Solomon Date:Oct.25.2017 PATIO PATIO ' I CT ENGINEERINGINC 4-- � r v ♦ � - c-r T - it E . N —s I -3 J3 . _ .—.. _ � » » » » W » A .: -13 J 3 - 51 R1 \ / -31 »JH1 X CONFORMS TO DESIGN CONCEPT .�3 J3 J3 J3 J°S JS J3 J8 '1 1 El 1ABli CONFORMS TO DESIGN CONCEPT WITH 3 J3 .�3-3-3.3...3..B ❑ REVISIONS NOTED 1. y _- ❑ NON-CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN RENEWED hull SENERAL ULMHOHMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE i; FABRICATORNENDOR OF RESPONSIBNTY FOR CONFORMANCE WITH DESIGN DRAWINGS,SPECIFICATIONS,AND APPUCABLE CODES,ALL OF WHICH HAVE j PRIORITY OVER THIS SHOP DRAWING. - I By Rae Hauff Date 10/26/17 Si Si 2-2-2 J2 J2 J2 MILBRANDT ARCHITECTS -2 -2J2-2-2J J2�2 2 J2 J2 J2�2�2 J�2 _ 92 51 Si ,.s _ -.�., ..:lir--,P—Z m ,, y am.. .. r ,t mac_ ti_b',11=11ff- _---,- : -..ir=i -`- > J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 _1 J1 ..1 J1 11 J1 -1 -1 J1 J1 J1 -1 J1 1 R1 / 51 . . . . _ f l ' '1 _ I l I . I I — 51 51 • 1 IMPORTANT! _ REFERENCE INSTALLATION • GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION CONTRACTOR NOTES: 1)VERIFY ALL FRAMING CONDITIONS LEGEND: 2)(UALL ESS NPER OTH DESIGNER'S PLAN PL 1 5-404(Basement Floor) Pac�fi umber (UNLESS NOTED OTHERWISE) POLYGON 1 TADL-5G �--� 6)ALL BEAMS PER DESIGNER'S PLAN (H}--HANGER GALLOUT Mrk• Material Wfdth Depth brads aty Cut Ltli Tot Lt, �® (UNLESS NOTED OTHERWISE) -SUPPORTING POST 4)USE CAUTION WHEN GUTTING J1 RFPI-2O 1 3/4 9 1/2 14 24 336 C COMPANY ® FOR PLUMBING J2 RFPI-20 1 3/4 9 1/2 11 - 30 330 & T R `+l ' S S -POST LOAD ABOVE 5)PROVIDE PROPER SUPPORT AT ALL J3 RFPI-20 1 3/4 9 1/2 10 12 120 R -RIMBOARD SHEARWALLS J4 RFPI-20 1 3/4 9 1/22 , 6 12 10515 SW ALLEN BLVD BEAVERTON,OREGON 9'1005 (503)555-9663 51 055 Rim 1 9 1/2 9 16 144 LB -LVL BLOCKING TNI5/5 A PLACEMENT PLAN ONLY. 51 RigiGLam LVL 1 3/4 9 1/2 1.5E 2 12 24 PLAN DESCRIPTION/NUMBER: 1/AOL-56 JB -JOIST BLOCKING This layout is to be used in con junction with 52 RiG1dLam LVL 1 3/4 9 1/2 1.5E 2 2 4 CUSTOMER: POLYGON J -JOIST GALLOUT Architectural/Structural plans.Verify all JB 1 ELKS 1.'1 5 LVL 1 3/4 9 1/2 1.5E 16 3 45 PLAN DATED: 11/29/15 shear wall blocking placement and connectors. J52 BLKG RFPI-20 1 3/4 9 1/2 14 3 42 B =BEAM(FLUSH W/JOIST) Purchaser responsible for approving this DESIGNER: KAM/L.NENDERSON DATE: 1 2/1/1 5 ND/5 =HEADER(BEAM BELOW JOIST) ayout prior to any construction. Accessories H1 ITHO 1 T 950-or-ITT9.5 6 BASEMENT BBO=BEAM BY OTHERS FL 1 5—4 0 4 FLOOR SHEET:1 of 3 ROSEBURG FRAMING SYSTEM" PACIFIC LUMBER COPYRIGHT 20I4 DES/6N NOTES: quality engineered wood products la today's builder- ,naa U °�R These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. THIS FLOOR SYSTEM WAS iiSOLI"BLOC.ALL IMPORTANT) The plans may not be re-used or copied,in whole or pert,without written permission from Pacific Lumber DESIGNED TO MEET OR rManor-°' ,I' I� ��� vs mom Above REFERENCE INSTALLATION Company.which retains copyrights to,and ownership of the plans.Use of these plans by any other EXCEED THE LIVE LOAD RIGID LAM LVL RI GI D RI M 4*-- w„„" , product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use orDEFLECTION CRITERIAROSEBURG FOREST PRODUCS ROSEBURG FOREST PRODUCTS III sE oWrorosr o e GUIDE FOR ALL FRAMINGco In of these lans,infrin es ri hts under the Co ri ht Act.Infrin es face liabilities that includepy g p g g py g g DF L/480„,.,,, INsrul.sau..sx e�ocKs` / DETAILS AND I JOIST INFORMATION penalties of up to 820,000 per worK infringed,and 8100.000 per work infringed willfully. \`' ��l PER DETAIL I d.MATC. s FLOORVELOAD ' RFPI JoROSEBURG FOREST iSr TS -� �ll j 1 2p5f DEAD LOAD • /�- P., lir IU SLEEPING AREAS: „...gym. 30psf LIVE LOAD X❑CONFORMS TO DESIGN CONCEPT ".7x",°�m°.No-P' �.x. / 1 2p5f DEAD LOAD ❑CONFORMS NS TO DESIGN CONCEPT WITH �,. . aa, ..,wAma, ° °°�° MAIN FLOOR JOIST LAYOUT �- ROOFLOAD/N6: 0 NON-CONFORMING-REVISE&RESUBMIT POST LOAD TRANSFER DETAIL SCALE: 1/4”-1'-0• 25psf LIVE LOAD THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE RFPI BLOCKING PANELS YUTN BEARING MALL ABOVE 1 Tpsf DEAD LOAD WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE MTS. N.T.S. FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN 0 GS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE P TY OVER THIS SHOP DRAWING By Rae Hauff Date 10/26/17 MILBRANDT ARCHITECTS 1 2" START START 1 12" I I FRAMING FRAMING 12�.B4 _ INI1 , _ II ail- . DECK 1 HERE HERE1 DECK B4i _ B4;, IICCIIII IMLV� _ q I - iI R 1 t�— I �� _ _ � (2)52 _ (2)52 -- . I 1s J2 ' B CO isi.- - I -- 1 i U uR 1 =--rnrn J - - -< - ,D Y D ;p - --- Jr d-a iu ' '■ Ory V G\ (3 ___L"-- _ -2 ..— GN ,... ..31 Ill - ,,,,= -- - IIIA - J 1 _ B2 - 1 '_ m z H _' , 'p H r 111 w k ' CV — - , a W m O - - w rn �, QIP - ---- - O C3 =, E - , J9 IL IL 111111=MUM V 1 •.Ili 1-M1 I B2 ri- ._.>: K R1 111 "'/ I q _ tOi R1 I I I I J-, —I ® CONFORMS TO DESIGN CONCEPT R 1 I_ �� R1 _ ❑ CONFORMS TO DESIGN CONCEPT WITH Jr ' J= i2 I REVISIONS AS SHOWN 132 J! ii I. Mania IIINON-CONFORMING-REVISE AND RESUBMIT —6'-5 1/5"—. R 1I I 1.111111=IIIIIIIMIII. TITH THE SHOP DDR GNNCONCEPTG HAS BEENLY AND DOES NOTN REVIEWED FOR ENEL EVETHERMANCE ' MIIINIIMII I I_,'� DESIGNADRAYWINGS ANDFSPECIFICATIONS ALILITY LROF WHR ICH HAVE HAVECE WITH THE PRIORITY J-1 I I ;hI�, OVER THIS SHOP DRAWING. _ By: Arnold R.Solomon Date:(ct.25,2017 J/ 1111=111111111111111.11MI��i l_•' CT ENGINEERING INC _ -N I -\\ 1�—II X11 III MIIIIIIP - _4 J 1I .N 1� II II 51 --_ - -. -.. T J9�1 I :. 1 AIM I _ II PORCH 1 I PORCH— 1 I I it 1 1 1J2 1 \\*N 51'��II UPDATED mrzaa K. II PL 1 5-404(MAIN) r J2 - - -- POLYGON 11APA--90 -, R1 mirk s Material 714111 Apth Brads atg Gut Lth Tot Lth 81 BIG BE AM 1 11 1/6 2.1E 2 14 25 CONTRACTOR NOTES: 82 RlgidLam LVL 1 9/4 11 1/6 Ise 5 20 100 • 1 1'-4 1/4" 133 RgldLam LVL / 3/4 11 1/61.5E 1 16 16 1)VERIFY ALL FRAMING CONDITIONS B4 R4;gidLam LVL 1 3/4 11 1/5 1.5E 1 4 25 2)ALL FOOTINGS PER DESIGNER'S PLAN 55 IugmLam LVL 1 3/4 11 1/5 1.3E I 14 14 LEGEND: (UNLESS ERDESIGOTHERWISE)DR'S B6 BL BRF 9 ,/4 11 1/6 2.te 1 122 12PaC'fumher.. 5)ALL BEAMS PER DESIGNER'S PLAN JB1 BLKG 1.19 LVL 1 9/4 11 1/6 1.5E 12 9 56 H�-=HANGER GALLOUT BR BLAB 9/4 11 1/6 9 9 45 Filler blocking is not structurally required provided both (UNLESS NOTED OTHERWISE) .J 1 R.9191-20 1 9/4 11 1/5 4 12 46 I-Joists are continuously laterally supported by __ 4)USE CAUTION WHEN CUTTING .12 ;UPI-20 1 5/4 11 v5 6 1212 connection to the sheathing at the top flange.In C O M P A N Y -SUPPORTING POST FOR PLUMBING J3 RPPI-20 1 5/4 1 1 1/b 32 20 640 & TRUSS ® 5)PROVIDE PROPER SUPPORT AT ALL 49 RI9A-20 1 3/4 11 1/6 9 50 96 addition,the joint in the sheathing shall la positioned -1'05T LOAD ABOVE Js RPPI-20 1 3/4 11 1/6 1 5 16 over the center of one of the two top flanges to assure SHEARWALLS J6 RFPI-20 1 5/4 i, 1/6 2 6 12 R -RIMBOARD .11 RPPI-20 1 9/4 11 1/6 4 ,5 12 shear transfer between sheathing panels. 105 1 5 5W ALLEN BLVD BEAVERTON,OREGON 91005 (505)555-9663 LB =LVL BLOCKING THIS/5 A PLACEMENT PLAN ONLY. -16 RFPI-20 1 3/4 11 1/6 s 2 6 / "P� '� PLAN DESCRIPTION/NUMBER: 1 1ADL-56 .I9 RNA-20 1 3/4 11 1/5 15 16 240 amang JB JOIST BLOCKING This layout is to be used in conjunction with .110 R.1`PI-2o 1 9/4 11 1/9 1 ss 2e '� R;Ils�a -�• "e a�a""ax tam mmrl'.a- CUSTOMER: POLYGON J =JOIST CALLOUT Architectural/Structural plans.Verify all R1 OSB Rim 1 1+ 1/6 12 16 192 e°m '"'" Max M'" Po `" o '" u V shear wall blocking placement and connectors PLAN DATED: 11/29/15 B =BEAM(FLUSH w/JOIST) Purchaser responsible for approving this Accessories DEL I-JOIST WITHOUT FILLER CONSTRUCTION - ayout prior to any construction. H1 MIT41 1.55 16 N.TM. ,g : ,o : z. r :A : zA DESIGNER: KAM/L.HENDERSON DATE: 12/1/15 NOR =HEADER(BEAM BELOW JOIST) 142 /4E-11.55-or-ITTI 1.65 40 mi BBO-BEAM BY OTHERS - I-}�L 1 1 S-4 O 4 (MAIN) SHEET:2 of 3 BEAM FLUSH WITH TOP OF FLOOR JOISTS 24"OPEN WEB JOIST @ 19.2"0.C. 7-06-041 Iv 17-07-12 15-00-06 NAGGER F15 JOISTS a F02 POLYGON / GIRDER TO AVOID TF HANGER COW SION AND ® a PLUMBING ABOVE. <START FRAMING HERE 17ADL-SG MOVE JOISTS +1- 4" TO PLI5-404 UPPER a ^ -0; i1���4 ® 10r20/2017 AVOID PLUMBING 1 s� +-01 Fo: ® ®_Ip_1 A. __ Products I m PIotID Length Product Plies Net Qty I BM6 21-00-00 5 1/2"x 21"Glulam(1.8E 24F-V4 DF/DF) 1 1 IBBON 1 . : .:—., BM1 19-00-00 5 1/2"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 — CONFORMS-TO-DESIGN CONCEPTa I ' BM9 17-00-00 5 1/2"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 � - BM5 21-00-00 3-1/2 X 16 BIG BEAM 1 -- 1 0 CONFORMS TO DESIGN CONCEPT WITH o BM4 17-00-00 5-1/2 X 16 BIG BEAM 1 1 REVISIONS AS SHOWN REVISE AND RESUBMIT O BM11 14-00-00 5-1/2 X 16 BIG BEAM 1 1 ❑ NON CONFORMING J. to BM12 12-00-00 3-1/2 X 16 BIG BEAM 1 1 THIS SHOP DRAWING HAS BEEN REVIEYiED FOR GENERAL CONFORMANCE _ WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE BM1 O 6-00-00 3-1/2 X 16 BIG BEAM 1 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE F03 1 BM8 4-00-00 3-1/2 X 16 BIG BEAM 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. I t By: Arnold R.Solomon Date:Oct.25,2017 ' BEAM FLUSH WITH TOP CT ENGINEERING INC ) F03 ; OF FLOOR JOISTS O CO A ACCESSORIES QTY 0 HIT424 47 ❑X CONFORMS TO DESIGN CONCEPT I �. 11-05-'3 CONFORMS TO DESIGN CONCEPT WITH - �. �, B Mk. ,_�__.IBf111Im oX::7 2X4 DF#2&BTR FOR RIBBON 210' 6 OW—. REVISIONS NOTED nieeuNl --o—g—v— �-- O 11-0-05-105-1J / © HGUS5.50/12 1 ❑ NON-CONFORMING—REVISE&RESUBMIT I " 0 I 0` © HU412 2 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 1 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN — __ _ 1 — DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE fil r- .F22 — ' PRIORITY OVER THIS SHOP DRAWING. - fl SMS By Rae Hauff Date 10/26/17 1BMBJ 11 BKO=BLOCKING--RMI=RIM BOARD FLOOR LOADING40 LL15 DL MILBRANDT ARCHITECTS 'I iz 00 pro* ... _ �hi`hhh `L ''i U_ D i SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I mM I I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I 1 I I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I 1 Ha A a r A a BMS wBBONI F47 1---10 F4, 1� J—`1 t _ _ DO NOT: I -! Loosen, remove,cut or notch any part of the open web joist. JOIST WITH DBL RIBBON P , 1 I In., umber SCALE: 1/4"=1'-0"on 24"x36" SHEET & TRUSS COMPANY -- SHEET 3 OF 3 ❑X CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED 19141 26 141. I ❑ NON-CONFORMING—REVISE&RESUBMIT 4,� 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 APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. By Alexia Fukui Date 8/12/15 MILBRANDT ARCHITECTS T A g EF C� _ ER ( l'" :12 1CD • FIS c Ji TMITA A \\. FJ17/ . IKiUQ ,' le .12 � FJ3 allINII.air �i ?,� DJ1 FJ5 FJ4 �OA b / �A FJS 1°11°,1 1111 — elr DJ2 - / / DJ3 FJ7 AMPLE FJ8Ilk � A J�0 aP FJ9 - \ DJ5pu VS PS FJ8 Al 14.11 DADS i� DJ4 / / 14:12 � � \ , �! DJ2 / I � � DJ1 • FJ10 I;) i i-9D 1 HUES Me `�' � 111111 � i G3 ,r 4A.49 I \ . G2 (2) v • KJ2 (8) b '. C21g912 (4) KJ1 C1 : — B2— r. 14:1/ 2*! • F5 CONFORMS TO DESIGN CONCEPT 6 B1 l ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS WITH DRAWING HAS BEEN REVIEWED LlEMETHERVIANCE 6=211? .1 11=3° 16'-0' 14�-0' FABRICATOR/VENDOR OF TSPONSIHILITY hUH CONFORMANCE WITH IFS DESIGN DRAWINGS AND S'ECIFICATIONS ALL OF WHICH HAVE PRIORITY �j��� OVER THIS SHOP DRAWIt\.i. GAUGE By: Arnold R. Solomon Date: November 3, 2015 CT ENGINEERING INC ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 11/02/15 PLACEMENT SS CA CANLY.REFER TO LCULATIONS ONS AND ENGINEERED STRUCTURAL PacifiEj.umber PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER INNSIBLE FOR. NONG 17-A PLAN DESIGNER/ENGINEER OF RECORD RESPONSIBLE FOR ALL NON-TRUSS PLAN: DRAWN BY: DM REVISION-2: TO TRUSS CONNECTIONS.BUILDING 17 / A CHECKED BY: DESIGNER/ENGINEER EREv EW A AND APPROVE RECORDLLTO & TRUSS ` U S S COMPANY DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. ��1] ttr 0.11" - 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.