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Plans (8) /`i_C /=2C /2- 0001 7rl i CG PO( 5t o Z toLv III , I ! I I , LEGEND: 1 11 1 Pacific -_s ; ;- J ;-ss SANITARY SEWER Community SD STORM DRAIN Desicn I w WATER LINE b 12564 SW Main Street _,____ O i MANHOLE Tigard,OR 97223 _J I I L ■ CATCH BASIN 01 503-941-9484 DATE: 12/07/2016 299.2 297.8 I 0/ STREET LIGHT REVISIONS L____ — a �— PERIMETER NO. DATE DESCRIPTION _._ _ ._ L �� i I 1 /._ a 2 !12-9 .moo STRAW WATTLE --1— — -' 9896 2 EROSION CONTROL , CO STREET SECTION, SEE _17.55'_ CONSTRUCTION DOCUMENTS —___..._.. I SI 127.70 - I 1SETBACK!Lit SUMMARY -— - - __ �- 1 ' FRONT SETBACK: 12' ; SIDE SETBACK: 5' i I 132 I 4.00' STREET SIDE SETBACK: 10 REAR SETBACK: 15' a, i 4.00' , 3,780 SF 1 BUILDING: 3410.2BD 1 1` PORCH SETBACK: 8' Q � o FF = 309.9 ; o GARAGE SETBACK: 20' o I 131 BFF=300.9 1 0'/ 133 — 0 1 [-——____ I ----302----____ '- ____ 1 --------- ,, --- 304 o I _ ( ! ___.__ 1 GARAGE _—._ 1 -- o --/------ 306 --__..__._ _ __.. J_ _��---------- :ii• LOT COVERAGE: (NI _._._ 308 _._�-__-____.________ ___._ o i I t - j_iPORCH 1r=_____ L.---inLOT AREA: 3,780 SF RIVER LU I 1 6.00' I /I1 4 ' I �L° __r ,°11 l PUE 1 20.01' h - BUILDING FOOTPRINT: 1,443 SF TERRACE 308.3 N' 9.93'; f_ N ::::::::::....... , I 41 COVERED PORCH. 135 SF NORTHWEST FgI 1 I / 1l r•'0 307.2' ,1 I CANTILEVER LIVING SPACE: 0 SF . -1-7-P-c--- _, 4,-,,-- o �� 1411k1' COVERED PATIO 0 SF 0_ i �° = PLANT (2) STREET �A, \'79f — ',/ WATER METER DECK AREA: 147 SF c LOT 132 TREE: 2" CAL. STORM LATERAL ___� �_:,___. N TOTAL COVERAGE: 1,725 SF KATSURA TREE/ - SI) __.._. SD SD— SD— PLOT PLAN CERCIDIPHYLLUM 28.00' B �o'O 6 JAPONICA 4b , , / 45.6 % ss - A « / - s- SW FOREST HOLLOW STREET ss IMPERVIOUS AREA: 2,353 SF / I SANITARY LATERAL ' , a I j -lt 0 -V E / v"__-1\,„,, 1, 11 ' ./ \---- ,',_ 1 � l _ _ _ + — — _ C,:' ' ' SAAR _ 3 — — - Approv `f-' ' - , Planning RIVER TERRACE NORTHWEST (503) 221 -1920 -L j PROJECT NO.: 395-037 2 S 1 W6 TYPE: CONSTRUCTION O V „�t I I ��}n SCALE REVIEWED BY: PRE co LOT 132 (R-7, MEDIUM) !t ! 1 0 ,O 20 RIVER TERRACE NORTHWEST 0 , INCH=20 FEET Q 17370 SW FOREST HOLLOW STREET ROSEBURG FRAMING SYSTEM" f g�� -=7:::!.- -�. PACIFIC LUMBER COPYRIGHT 2015 quality engineered wood producls for today's builder "vOMNPM"`° 'I' ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. „ ,,,� SOLIDBLOCKALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber /+ p 7-g1 Ro 1:=E Company.which retains copyrights to.and ownershipof theplans.Use of theseplans byanyother RIGID LAM LVL RI GI D RI M �teen" s I III TO BEARING BELO Y iNSTr.LL SQUASH BLOCKS product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or IPOSFBURO fOI7F5T PRODUCTS ROSFBIIRG foAFST arrooucfs %+�LKP� ___ , PER pETSQ AS MATCH BEARING AREA Of BLOCKS copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include 441141 ``. /♦ BELa nonzSTABOVE .enalties of u•to$20,000•er work infringed,and$100,000 per work infringed willfully. I /I� N 4:0c"OFPI-JoisT �/ �jROSEBURG Irf�\/ III' GONTRAGTOR NOTES: DESIGN NOTES: ......,,, I" 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WA5 +Tnc.+ar.avet.rd 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR RRMv•WO ma.gon Icipueurrersamow, Artie/1001 vv.,SW,m.cm.n (UNLESS NOTED OTHERWISE) EXCEED TYELIVE 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOCKING PANELS MIR BEARING PALLABOVE POST LOAD TRANSFER DETAILOF L/480 (UNLESS NOTED OTHERWISE) 5.T5. 5755 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL 12psf DEAD OD SHEARWALLS 1 p5f D D LLOAD SLEEPING AREAS: TH1515 APL AGEMENT PLAN ONLY 3Opsf LIVE LOAD This layout is to be used in con junction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all START 9-1/2 RFPI-2O 5 1 5"O.G. -- 9-1/2 RFPI-2O 4 1 6"O.G. START shear wall blocking placement and connectors ROOF LOADING: FRAMING FRAMING Purchaser responsible for approving this 25p5f LIVE LOAD HEREPATIO PATIO HERE ayout prior to any construction. 1 1psf DEAD LOAD \ R1 R1 JBL, I II i i1 1-1112 ;; I iII I J3 J3 J3 J3 J3�IS Ja J3 J3 J3 J3.� JS J• 3 -9-3.3 i! CONFORMS TO DESIGN CONCEPT • !! El ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN - I = .� ,-_ ' �_ �'611= T:211 Hf_T-_-: .-- --_ I�. ' „- I '' .� 6_, f u w ,,,. • �B it ,� --�n o ,� ❑ NON-CONFORMING-REVISE AND RESUBMIT I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE J1 J1 J1 J1 ..1 Ji J',1 J1 J1 -11 J 1 J.1 J'1 J2 J2 lI j J2 JZ-1 -1 J1 1 .11 J1 .111 -1 J1 -1 1 J1 J1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 11 R.1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE R 1 i 1 I DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. � ! 3 I By: Arnold R. Solomon Date:October 29,2015 1 III ! I ' CT ENGINEERING INC ! R1 R1 I' � IJB1 1 ! - -- :— _—_—__-�-- _ _ - - - T mP • _ El CONFORMS TO DESIGN CONCEPT C ! CONFORMS TO DESIGN CONCEPT WITH � —` ,� 2 i li 11 ii ii �� JI1 J2 J JR J2 J2 J2 JII J YYY�r�!! i I ;$ a L { REVISIONS NOTED l I 1 !2 J2 J rl ❑ NON-CONFORMING-REVISE&RESUBMIT B ii 1 I '{ '� THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE l I WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ' FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN B2 I _ B DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. .j ? '-I'I By Jeremy Pfarr Date 10/16/15 MILBRANDT ARCHITECTS • i • J132 -'- F 1 I I I I • I PORCH PORCH /MPORTANT.I I REFERENCE INSTALLATION I GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION LEGEND: PL 1 5-351 (BASEMENT) � � POLYGON 3410.2BD ac' 'ikt. (H}—=HANGER GALLOUT Mrk# � Material I WidthDepth GradedeGtty�Gut Lth Tot Lth IiJ 1 RFPI-20 1 3/4 9 ,/2 ,3 22 205 BASEMENT FLOOR JOIST LAYOUT -SUPPORTING POST J2 RFPI-2o 1 3/4_9 1/211 2a254 ppC OMPANY ED -POST LOAD ABOVE JO RFPI-20 1 3/4 9 1/2 11 10 11oSCALE: 1/4"- 1' O" Ot TRUS J4 RFPI-20 1 3/4 9 1/2 1 12 12 R =RIMBOARD J5 RFPI-20 1 3/4 9 1/2 2 2 4 10515 SW ALLEN BLVD BEAVERTON,OREGON 97005 (503)353-9663 LB -LVL BLOCKING B1 RigidLam LVL 1 3/4 9 1/2 1.5E 1 10 10 52 RigidLam LVL 1 3/4 9 1/2 1.5E 1 16 16 PLAN DESCRIPTION/NUMBER: POLYGON 34 1 0.2 BD J5 =JOIST BLOCKING 251 BLKG RFPI-20 1 3/4 9 1/2 26 3 13 CUSTOMER: POLYGON J =JOIST GALLOUT J32 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 22 3 66 PLAN DATED: 10/2 1/1 5 R.1 OSB Rim 1 9 1/2 5 16 80 B =BEAM(FLUSH w/JOIST) DESIGNER: KAMU.HENDERSON DATE: 1 0/23/1 5 HDR =HEADER(BEAM BELOW JOIST) Accessories H1 ITHO 1 7950-or-ITT9.5 5 550-BEAM BY OTHERS p I t L 1 5-3 `�C� BASEMENT FLOOR SHEET: 1 of 3 PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM`" .1•.�4�p1.... quali►y engineered wood products for todav's builder These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. ............1 --. SOLIDBLOGKALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber _ K.,.k..,- Ari I I�� POSTS PROM ABOVE Gom an,which re[ains co ri hts to,and owner5hi of the lan5.Use of these tans b an other R I G I D LAM LVL RIGID R I M- �'rR , III TO 6GRINGueu B P y py 9 p p p y y MSTALL SQUASH BLOCKS product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ,I�, wm. , PER DETAIL 1 a.1ATCH ROSEBURG FOREST PRODUCTS AbSEbUKG FOAESr PRODUCTS BEARING AREA or BLOCKS copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include `` /` aeLonTorosrAeovE penalties of up to 520,000 per work infringed,and 5100,000 per work infringed willfully. /) RFPI Joisr �►� �� ;: �I .. ROSERURO FOREST PRODUCTS III MAIN FLOOR JOIST LAYOUT SCALE: 1/4"- 1' O" CONTRACTOR NOTES: DESIGN NOTES: p°^""'^' 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR R•,2..1...4 p�o,e (UNLESS NOTED OTHERWISE) .���-s�wv���'�•��'' EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI'BLOGKSG PANELS MTH BEARiNG NALL ABOVE POST LOAD TRANSFER DETAILOF L/430 (UNLESS NOTED OTHERWISE) 5.1.5. 5.7"S. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL 1psf LIVE D SHEARWALLS 1 2psf DEAD DLOOAD START START SLEEPING AREAS: FRAMING FRAMING THI515APLAGEMENTPLAN ONLY 3OpsfLIVE LOAD \ / This layout is to be used in con junction with 1 2psf DEAD LOAD HERE HERE Architectural/Structural plans.Verify all - (DOUBLE) 1 1-7/8 RFPI-20 e 1 9.2"O.G. (DOUBLE) 1 1-1/5 RFPI-2O 5 1 9.2"D.G. shear wall blocking placement and connectors ROOF LOADING: 1'-O" I@ SEE SHEATHING NAILING ATTACHMENT NOTEIIIII SEE SHEATHING NAILING ATTACHMENT NOTEIIIII i@ 1'-0" Purchaser responsible for approving this 25psf LIVE LOAD ayout prior to any construction. 1 7psf DEAD LOAD -4 3 R1 R1 B3 --- - ---- --._v I �i i I I i t 11 I I I Iii I j I : .. II I I I i I I .1 I ! I ( ® CONFORMS TO DESIGN CONCEPT 1' I I I I ❑ CONFORMS TO DESIGN CONCEPT WITH I • !I ! !° REVISIONS AS SHOWN I ii .�, J7 Ja 1 J1 J1 J1 J1 J1 J1 i Jit J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J.1 J1 J1 J1 J1 J1 J1 J1 I, 1 1 1 Jh J1 1 Ja ❑ NON-CONFORMING-REVISE AND RESUBMIT .i J1 J1 Jll -I' J1 J1 J1 J1 J1 J1 J1 J1 J 1 J 1 J1 J1 J1 J1 41 ., 41 .41 J 1 1 41 JR J 1 J 1 -11 J 1 J1 11 1 1 1 .1 J1 -41 .11 .11 • THIS SHOP DRAWING HAS BEEN REVIEWED FDA GENERAL CONFORMANCE I' 1 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE R.1 ;'; I I I I IL ll I I i R 1 FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 1 1'• ! DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY I i I I I (� , . OVER THIS SHOP DRAWING. I I II • 1 i I i I I I I I I II I I By: Arnold R. Solomon Date: October 29,2015 j ! II � i CT ENGINEERING INC 1 II I I ( Il 1 1 ,iii __ L J L J 8 el L J L II J J' 1 r it 1 1r 11ill J,i J L 18SI L J L J ,_'- �- �.L i.....J iL_... _.--_ ��- L L SIB SIL �.� �L a i �� 1r z, r 1 it mr �r R 1 1 71 1r R 1 �T �r 1r r �r lr �r �r r Tr r � if 1 7i li 1, J6 10 .�6 46 _� J J6 J6 _6 I R.1 R 1 JO .�6 _6 -6 6 _6 _6 -6 J6 J6 ^6 -05 ,- I ,- I" ti i_i II I J61 • 1 a d _. JE,1 ) _ I .< _. R,' I1 R1 J5 J5 I R1 I I J!1 J1 J1 11 J1 le I- Bg BIZ I Ria : i Ti - f8 - p ;4 -s, �' ! .3 I J4 _4 !i 4 J4 Ili ii JJ42 1 j jr r 1 i 1 I I 1 I I 17- L. 1.-0- 451, c 1671 1-0., III PORCH PORCHREFERENGE INSTALLATION 12" 12" GUIDE FOR ALL FRAMING START1 1 7/8 RFPI 20® 1 9.2"0.C. 1 1-1/5 RFPI 205 1 9.2"0.C. START DETAILS AND I-JOIST INFORMATION FRAMING 2 t FRAMING HERE PL15-35/(MAIN) HERE No POLYGON 3410.2 BD 0.._. Mr:• Material Width Depth Grade Ota cut Lth Tot Lth DOUBLE I-JOIST CONNECTION SPECS aC' ,i a er HANGER GALLOUT e 1 Ri dLam LVL 1 3/4 1 1 ,/a 1,5E 1 4 a B; RigidLam LVL , 3/4 1 1 7/5 1.5E 1 6 6 Filler blocking is not structurally required provided both ® 33 RlgidLam LVL 1 3/4 11 7/5 1.5E 1 20 20 =SUPPORTING POST B4 BIG BEAM 5 1/2 11 7/5 2.1E t a a I-Joists are continuously laterally supported by & TRUSS , C O M P A N Y 55 BIG BEAM 5 1/2 11 7/8 2.1E 1 16 16 connection to the sheathing at the top flange.In =POST LOAD ABOVE 36 RigidLam 3 1/2 11 7/5 2.0E 10 10 R1 05B Rim , 11 7/9 16 1 12 addition,the joint in the sheathing shall be positioned R =RIMBOARD J1 RFPI_2o 1 3/4 11 7/5 45 20 900 over the center of one of the two top flanges to assure 105 15 SW ALLEN BLVD BEAVERTON.OREGON 97005 (503)353-9663 LB -LVL BLOCKING J2 RFPI-20 1 3/4 11 7/5 2 -4 25 shear transfer between sheathing panels. J3 RFPI-20 1 3/4 11 7/0 1 25 23 PLAN DESCRIPTION/NUMBER: POLYGON 341 0.2 BD JB =JOIST BLOCKING J4 RFPI-20 1 3/4 1 1 7/5 2 6 12 /_ ,5.Q width CUSTOMER: POLYGON J5 RFPI-20 1 3/4 11 7/6 2 16 32 J -JOIST GALLOUT J6 RFPI-2o 1 3/4 11 1/5 13 4 52 �� Sheat, 1.14- 2.1na 2,10-2sn :-1,2 PLAN DATED: 1 0/2 1/1 5 Nail Spaary .J51 BLKG 1.15 LVL 1 3/4 11 1/5 1.5E 32 3 96 Rapu,emeeb Min Ma Min mu kn Mer Min Ma. Min Ma. B =SEAM(FLUSH w/JOIST) NOR =HEADER(BERM BELOW JOIST) Accessories DSL I--1015T YVITHOUT FILLER CONSTRUCTION ad tow r 16' z' 1e- r 24- r 24 - DESIGNER: K41.11 L.HSNCER5ON DATE: 10/25/1 5 1 MITI 1.85-or-1771 1.55 22N.1-5. e4^4m",p". BBC =BEAM BY OTHERS 12 M1T41 1.55 i 19 08 2, T 1e- z 1e- T 2, r 20 2a OU PL 1 5-3 5 1 (MAIN) SHEET:2 of 3 POLYGON 14" OPEN WEB JOIST @ 16" & 19.2" O.C. POLYGON 3410.2 BD PL15-357 UPPER 10/28/2015 1 Products PIotID Length Product Plies Net Qty RM1 39-00-00 1"x 14"APA Rim Board 1 1 START 19.2"O.C.HERE THIS AREA 16"O.C. o4B > & > RM1 34-00-00 1"x 14"APA Rim Board 1 1 �__—_ _- 23-06-08 .. RM1 24-00-00 1"x 14"APA Rim Board 1 1 C tq; 13-01-00 •--•,:v RM1 12-00-00 1"x 14"APA Rim Board 1 1 IRM1� MOVE JOISTS +/- 4" TO II �!ill/ $ RM1 9-00-00 1"x 14"APA Rim Board 1 I AVOID PLUMBING RM1 3-00-00 1"x 14"APA Rim Board 1 'I o BK1 19-00-00 1.5 Ri id Lam LVL 1-3/4 x 14 1 9 jI ��) BM9 1i BM10 1 II BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1 BM1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 Ill o BM2 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 0 1- o o o • • �'o o BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ® CONFORMS TO DESIGN CONCEPT LL LL LL LL LL LL LL BM3 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 ❑ CONFORMS TO DESIGN CONCEPT WITH N 04 N _ N N BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 REVISIONS AS SHOWN LL LL LL LL LL BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 El NON-CONFORMING-REVISE AND RESUBMIT €--- _ BM15 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 �1 ' BM7 21-00-00 3-1/2 X 14 BIG BEAM 1 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE IC BM6 21-00-00 5-1/2 X 16 BIG BEAM 1 1 WITH THE DESIGN CONCEPT DNLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE ! ii. A 0 BM5 15-00-00 3-112 X 14 BIG BEAM 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY / 'ii 13 �,�, 1� BM13 3-00-00 BBO1 1 1 OVER THIS SHOP DRAWING. BK By: Arnold R.Solomon Date: October 20, 2015 j I I :m��( i��•��� o i I IBM2IO ACCESSORIES QTY CT ENGINEERING INC 11'11'1,1,1-1,1,16ii'3IIi i ,I•� m A o TH017140-2 36 RM1 ® B HUCQ1.81/11 3 1I■l, Uhl! Q A 1 A A A A 1x14 OSB RIM FOR SHEAR BLOCKING 28' cc X❑ CONFORMS TO DESIGN CONCEPT _;IB/�I - O �I BM1 c TFL1714 1 • CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED 0 • BKI=BLOCKING FLOOR LOADING ❑ NON-CONFORMING-REVISE&RESUBMIT RM1=RIM BOARD 40 LL THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE h • - o LL o co co 15 DL WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I IBM3I REFER TO STRUCTURAL PLAN FOR ADDITIONAL FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN111 c°i! LL POST TRANSFER BLOCKING DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE i i N ��N AND SHEAR BLOCKING REQUIREMENTS. PRIORITY OVER THIS SHOP DRAWING, I Y By Jeremy Pfarr Date 10/16/15 �i B I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I MILBRANDT ARCHITECTS LLLL • I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. NI-I--co I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA 4 IN I J ISNI6 14' M o - �BM7I--- - MS o BM9 o 4 OVE JOIST 0 OR PLUM&NG I 0-�t '-k w DO NOT: Loosen, remove,cut or notch any part of the open web joist. 1 Pacifi F\ umber JOIST WITH RIM SCALE: 1/4"=1'-0" on 24"x36" SHEET & TRUSS COMPANY SHEET 3 OF 3 O 00 w � wo � � > R1 j -, Q Om o Co c- Irk N � - oz mz 52-5' w N z 10'-2' 1 38'-8" CD P. 3'-5' ° 20 z1. I I DJ n 0 � I • 1 I 1 I I =7 m1 / I I I I I \ .1 r- n C -1 ), • - 3 oo m II _ ru Ig (8} a N - N m m m0) 1 , 1 n = cn o Cn m N ? CD 0) - v I 2 0' • a I Q p ���p D EE C .-- wm p O ..1 ! o OZCOG)zDZ„ ym NI O. wmm�Zzm�Ocnm - mrnc,T-OZzu2mr - . _DznWm.Omnmz O OpOzmzD°„,zm . . rt _ m ,mm„,„ ,9 . ' HD O-OOp CO O-jmn�mZ-wrZO S 07370-iDm' >-1. 5 '• , 1 I i ! ! z<mzzO�mn mp N , su F mM pmpC-10,mT CD HOmcoz23z7Jc m0 .. .■ Q. CmC�C�mO��Z7J7 Orp��� 1 cie r.i M / r p \\\\‘ 0 _ki , : 0 .9 , i .o 41 f--/C Cr 91 t N E E ;::\� • C ■ � e■ r CA tin 1141N tin----fill O 13'-0” 391-5” S DE ■ CONFORMS TO DESIGNSIGN CONCEPTCONCEPT W H = 0 REVISIONS ATT SHOWN 0 CONFORMS TO DESIGN CONCEPT ❑ NON-CONFORMING - REVISE AND RESUBMIT o rt 3 0 CONFORMS TO DESIGN CONCEPT WITH THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE O 13 REVISIONS NOTED WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE • WIFABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE -fl c N NON-CONFORMING—REVISE&RESUBMIT DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY › co 3 OVER THIS SHOP DRAWING. SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE c WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE By: Arnold R. Solomon Date: October 28, 2015 -,C FABRICATCRNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE CT ENGINEERING I N C PRIORITY OVER THIS SHOP DRAWING. By Jeremy Pfarr Date 10/16/15 MILBRANDT ARCHITECTS