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Plans (73) r`t1 T?ru lS-- MV-4-4. I U tit-li, SUJ `irs cdc,,V3-5-k•-. LEGEND: Pacific ss SANITARY SEWER ��. —SD STORM DRAIN Desi��>unity ¢I 3� qN ��`7 —w WATERLINE 19" 1/ L 12564 SW Main Street �9a 295.6 i,�,,.•. MANHOLE Tigard,OR 97223 ______,------- 7 _../ ,--/i 7 "•=+ - [T]503-941-9484 TRACT E "'� "v CATCH BASIN � i?.-' i. DATE: 9/21/2017 294.8 -1.4 REVISIONS NO. DATE DESCRIPTION _,,,..,,, - :` ...------- ar_ _ STREET LIGHT 6.41'__ --� [ U STRAW WATTLE PERIMETER _ _ _ -1 I EROSION CONTROL ] I I _ - I 08 �� I i ■♦ FLOW DIRECTION ARROW I I II _ I 1 mi 1 I I I � © STREET SECTION, SEE 4.00'�` I I CONSTRUCTION DOCUMENTS 1 I s I 116 �--4.$.$' , r i I 3,828 SF 115 BUILDING: ++ I I I I I SETBACK SUMMARY 3410.2BRD I I FF=309.53 I F I!M FRONT SETBACK: 12' _ ^ /IMS SIDE SETBACK: 3' E ; - BFF=300.53 I I o I I 117 I� :: STREET SIDE SETBACK: 8' o; 1LY MI IIS FRONT GARAGE SETBACK: 20IIS X11 --�I 110 FRONT PORCH SETBACK: 8' . 0 298 I 1/r I GARAGE II/�I 1'.- I��/ �M/ MOM 2443°° N■ I� I�/iI. —�I�' •�'"- ..` I REAR SETBACK: 15' N 11 301 �����:CI�� ��%/ , --- I I 7 REAR COVERED PATIO SETBACK 10 v :, a /11 302 �/ _..�I� �IM1�._ __ ��j1��13033043p5306 Man onollili,gillown'epipw.- ----- ���I , / �I — - LOT COVERAGE: —�___30 I. PORCH _I RIVER ---- 6.00' _ - V) _ _ 0) I PUE, TYP. J 8 I _ /' / LOT AREA: 3,828 SF _13.46' -- - ,c �.- ' �/ TERRACE cd k 11 1 1' __-E_—_-----17-----. 'i i L. 66. �� ` 307.6 sWG` i�` �r BUILDING FOOTPRINT: 1,443 SF EAST� v �� ,--11-1---- ---"'� All COVERED PORCH: 135 SF ii � I 306.'----i %ie"'�� 1. * ► _.--^•-- "'!` �� M �11114,1 '� ��M' OS COVERED REAR PATIO: 0 SF waiter 'R"1 �• f iiiii WATER METER CANTILEVER LIVING SPACE: 0 SF STORM LATERAL 1,j '..�� 116 __ • .. 5 (1)YELLOWWOOD / \____m S .308.. DECK AREA: 200 SF PLOT PLAN G. OS � CLADRASTIS KENTUCKIA 2 o 3pT 55 TOTAL COVERAGE: 1,778 SF o rs SANITARY LATERAL S5 --- s'' ► 011 .•• / - SS ..L'� ` SS a' ,, ...��/�w 46.4 % a SW SNOWDALE STREET ► ___-------"tel. _ -0 o '•.����M ~ _ IMPERVIOUS AREA: 2,405 SF J 0 O 0 .3 CITY OF TIGARD M POLYGON NORTHWEST (503) 221 -19200 Approved by Planning PROJECT NO.: 395-041 D` JJ TYPE: CONSTRUCTION 2S1W6 Date° SCALE REVIEWED BY: PRE LOT 116 (R-7, MEDIUM) n t,als: 10 20 co RIVER TERRACE EAST a 1 INCH=20 FEET 16668 SW SNOWDALE STREET ROSEBURG FRAMING SYSTEM"' umeerneon P�ss � PACIFIC LUMBER COPYRIGHT 2015 qualify engineered wood products for today'sbuilder- ^aa IN^--N These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 5. The lane maynot be re-used or copied,in whole or part,without written permission from Pacific Lumber le*.+: ,I' I ��i TO BEAM.BELON.c., Company,which retains copyrights to,and ownershiof the plans.Use of these plans by any other RI GI D LAM LVL RI GI DRI M' / moo„" ill product supplier other than Pacific Lumber Company Is strictlyprohibited.Unauthorized use or ,IV, -�.. BELOW TO POST ABOVE P P yRosatwro FOREST PRODUCTS Rosulxc;FOREST PRODUCTS IP / _``(II� copying off up to plans,infringes per worts under the and Copyright Act er work face ed liabilities that include i - penalties of up $20,000 per work Infringed, S 100,000 per work infringed willfully. /1 ,e ` RFPFJOIST ���� ��� 405BtlRG FOREi!/i00fC15 CONTRACTOR NOTES: PES/6N NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ,,,,w,"„,,,,,K,,,,,� "n.,-,, --. 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR wEXCEED THE LIVE LOAD "�+'w (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI'BLOOKIN6 PANELS Y11TH BEARING CALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 N.Ts. N.EW. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR L E LOAD 1 2 5)PROVIDE PROPER SUPPORT AT ALL sf V SHEARWALLS 1 psf DEAD LOAD SLEEP/N6 AREA5. THIS/5 A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all START 9-1/2 RFPI-20 0 1 6START"O.G. 9-1/2 RFPI-20 0 1 6"O.G. shear wall blocking placement and connectors ROOFLOAO/N6: FRAMING I FRAMING Purchaser responsible for approving this 25psf LIVE LOAD HERE \ PATIO I PATIOZ HERE ,ayout prior to any construction. 1-ipaf DEAD LOAD I I I R1 R1 I 1 I I 2. JB2 \ ® CONFORMS TO DESIGN CONCEPT J3 J3 J3 J3 J3 J3 J3 J3 J3 -B J3 J3 J3 J3 J3 J3- J3..3 ❑ 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 .r.-D�_�—�-�: �� ��:�_ �• -3 DW r B_�-__ :r. .,ar1 r-.g 3.E7-. =r-S= .:as FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE I DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY .l .,1 -1 J1 J1 J1 J1 J1 J1 J1 J1 J1 1 J1 J1 J1 ..1 J1 J1 J1 ..1 J1 J1 J1 J1 J1 -1 J1 J1 OVER THIS SHOP DRAWING. R 1: 2 1 By: Arnold R.Solomon Date:Dct.25.2017 CT ENGINEERING INC J3 -13 X❑ CONFORMS TO DESIGN CONCEPT R1 R.1 DESIGN CONCEPT WITH J 1 A _JB 1 _ -- - —- -- REVISIONS NOTED - ❑ NON-CONFORMING REVISE&RESUBMIT II\ / to gy THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE /� \ WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ' ' FABRICATORNENDOR OF RESPONSIBIUTY FOR CONFORMANCE WITH DESIGN N , wl2..2 J2 J 2 J 2 J 2 J 2 J 2.12.12 J2 J2.�J I DRAWINGS.SPECIFICATIONS,AND APPUCABLE CODES,ALL OF WHICH HAVE R1 J2 Jit I11 J2`2 R1 PRIORITY OVER THIS SHOP DRAWING. ,, ' JJRae Hauff Date 10/26/17 Eil Ell By MILBRANDT ARCHITECTS j Epp .141 R1 \��I1 ,� R1 il 442 aa -1E2 I I I 1 PORCH PORGH REFERENCE INSTALLATION I I REFERENCE INSTALLATION I I GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION UPDATED 1024/17 ELI-I LEGEND: FL.1 5-351 (BASEMENT) POLYGON 3bracle DDL-5G Pack umber E -HANGER GALLOUT MNc a Material Width Depth Grade Qty Gut Lt t Tot LtW J 1 RFPI-20 1 3/4 9 1/2 15 24 360 BASEMENT FLOOR JOIST LAYOUT & COMPANY ® -SUPPORTING POST J2 RFPI-20 1 3/4 9 1/2 1 1 24 264 SCALE: 1/4"- 1'-O" T R U S S 0 -POST LOAD ABOVE J3 RFPI-20 1 3/4 9 1/2 1 1 10 1 10 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 4 105 1 5 5W ALLEN BLVD BEAVERTON,OREGON el1005 (503)858-F663 LB -LVL BLOCKING 5 1 RigidLam LVL 1 3/4 9 1/2 1.5E 1 10 10 PLAN DESCRIPTION/NUMBER: POLYGON 5410.2 BDDL-SG JB -JOIST BLOCKING 52 RigidLam LVL 1 3/4 9 1/2 1.5E 1 16 16 CUSTOMER: POLYGON JB 1 BLKG RFPI-20 1 3/4 9 1/2 25 3 18 J -JOIST CALLOUT PLAN DATED: 10/21/15 .152 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 15 3 45 B -BEAM(FLUSH W/JOIST) R1 055 Rim 1 9 1/2 1 1 6 1 1 2 DESIGNER: /G4M/L.HENOER50N DATE: 10/28/15 HDR -HEADER(BEAM BELOW JOIST) BBO-BEAM BY OTHERS Accessoriest91 1 5_3 5 � BASEMENT H1 ITH011950-or-ITT9.5 5 !� L. FLOOR SHEET:1 of 5 PACIFIC LUMBER COPYRIGHT ROSEBURG FRAMING SYSTEM'" ======�� ,II ' qualify engineered wood products for today's builder- --,„„..,. These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. 1 The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber �pe I W ' souv e�ocK ul I Company.which retains copyrights to and ownershipof theplans.Use of theseplans byanyother m r°s=�oN�°E RIGIoLAnn LVL RIGIDRIM , , ,o eenRi�eeoW. p y. \,� ; ,�",� ` �Nsrulsounswelocxs product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or G :.,1= II IroS[eueo rorteSi►rsOouCrS eo5[w/uG Rw6sr ve0oVCl5 copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include / \� penalties of up to 520,000 per work infringed,and 5 100,000 per work infringed willfully. p,� �III� BELOW ABOVE_ RFPI JOIST l06EBURB FOPPROW S��% Ih MAIN FLOOR JOIST • POUT SCALE: 1/4"- 1'-O" CONTRACTOR NOTES: DPS/6N NOTPS: °°"'-`°` 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS °"' „„;„"ba�„rq,....,.,,,q 2)ALL FOOTINGS PER DESIGNER'S PLAN ."u-bN2.nw�°o N mM DESIGNED TO LIVE MEETOR (UNLESS NOTED OTHERWISE) EXCEED THE LIVLOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI•BLOCKING PANELS WITH BEARING PULL ABOVE POST LOAD TRANSFER DETAIL OF L/450 N.rs. N.T.S. (UNLESS NOTED OTHERWISE) 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL 4Opsf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD 5 • RT START SLPPP/N6AREA5: FR MING FRAMINGTH/5/S A PLACEMENT PLANONLY, 3Opsf LIVE LOAD This layout ayout is to be used in conjunction with 1 2psf DEAD LOAD HER (DOUBLE) 11-1/D RFPI-20 1 9.2"O.G. • (DOUBLE)1 1-7/S RFPI-20 e 1 P.2"O.G. HERE Architectural/Structural plans.Verify all shear wall blocking placement and connectors. ROOFLOAD/N6: 1_O" ®SEE SHEATHING NAILING ATTACHMENT NOTEillllSEE SHEATHING NAILING ATTACHMENT NOTEIIIII J 1'-0" Purchaser responsible for approving this 25psf LIVE LOAD B3 R1 R1 B3 / ayout prior to any construction. 11psf DEAD LOAD 1/II 'aI F ii n nn.- m n n n n I I li hr 1 li n II II —_—ii i—ii iiT-----1— y ® CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HRS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 11 -1 -1 .1 .1 1 .1 .1 .1 1 .e1 .I 1 1 I FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE I I A M 1 1 1 1 1 .1 41 J1 .1 )1 .1 .1 J1 ....1 J1 )1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY R 1�! _1 OVER THIS SHOP DRAWING. By: Arnold R.Solomon Date:Ca,2017 CT ENGINEERING INC ❑X CONFORMS TO DESIGN CONCEPT ❑ REVISIONS NOTED DESIGN CONCEPT WITH L L IlL .._.0 L L L .I�c L_ : _ !. _ 1-.....-1_54 L a L L 0 L 4..__l•.5 4...._d L...-0 L a L_..I ❑ HON-CONFORMING-REVISE&RESUBMIT 1 mo`` - I lr ��•- - THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 'I. r- - �-- -- 1R 1 -Tr.._t,..__Tr_..Tr 1 r r r 1 7 r— �I- WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE �,Ji(� PF (p - .6 �'0 �(p ,•'•J `(p `(2 �(p ,-(j -'p •�(p �'O FABRICATORNENDOR OF RESPONSIBILITYAPPLIC FOR CONFORMANCE WITH DESIGN R1 R, DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE Nuu irlf I I I I I I PRIORITY OVER THIS SHOP DRAWING. R 1R 1 By Rae Hauff Date 10/26/17 11 MILBRANDT ARCHITECTS J5 J5 R1 1 JI .J1 J1 02 R1 II Z1 - 1h._�._._- L .A O_, !4 J Ill$1 , MM11N�l�i j r_.iii J 1rl31 = I. • J4 J4 J P J2 J7 M I I I �) III =,, .,8i ,,_o. PORCH PORCH IMPORTANT! REFERENCE INSTALLATION 5 ART START GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION RAMING 1 1-1/D RFPI-20 @ 1.1.2"O.C. • 1 1-1/3 RFPI-20 3 1 9.2.'0.0 FRAMING HERE HERE LEGEND: PL 15-55-1(MAIN) POLYGON Ormolu t*Cu� Pacili umber 4443 Matwlr costo Depth Ormolu�q toe Lib Tot Lth � DOUBLE I-JOIST CONNECTION SPECS a-HANGER GALLOUT PI RiddLRn LVL 1 3/4 11 vs 1.95 4 4 V.7 62 R6I3Lan LVL 1 5/4 11 1/3 193 6 6 Filler blocking is not structurally required provided both ® -SUPPORTING POST se Ri6ldLan LVL 1 9/4 11 ve 193 20 20 I-Joists are continuously laterally supported byTRUSSCOMPANY ® i�R4 31535AH 9 1/2 11 1/ 2.19 3 connection to the sheathing at the top flange.In & -POST LOAD ABOVE 35 61seeAN 3 1/2 11 1/6 2.13 16 16 36 R+sdL.m s 1/2 11 v6 203 10 10 addition,the joint in the sheathing shall be positioned R -RIMBOARP RI O3®Rdm 11 1/3 10 16 160 over the center of one of the two top flanges to assure 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)555-9663 LB -LVL BLOCKING J1 RPN-20 5/4 11 1/6 43 20 W00 / shear transfer between sheathing panels. J2 RFPI-20 9/4 11 v6 2 14 23 PLAN DESCRIPTION/NUMBER: POLYGON 34 10.2 BDDL-56 • JB -JOIST BLOCKING .13 RFPI-30 6/4 11 /3 1 26 23 Z. ....".. CUSTOMER: POLYGON J4 1143I-20 9/4 11 1/3 2 6 12 J -JOIST CALLOUT J3 RPP1-20 3/4 11 1/0 2 16 92 �,o ���° ��� ��� }��� PLAN DATED: 10/21/15 J6 RFPI-20 3/4 11 1/6 13 4 32 REMMMenh. min Nm Nm mm Nm Max min Nu min MMX B -BEAM(FLUSH w/JOIST) JMs1 91.K31.191.111. 3/4 11 1/3 1.9e 23 s 69 w �n z - �a �" ." <. DESIGNER: KAM/L.HENDER5ON DATE: 10/23/15 HDR -HEADER(BEAM BELOW JOIST) DBL 1-JOIST W ITHOUT FILLER CONSTRUCTION A+++++PPI++ N.TS. z ,e z �a r za r za z 2a MBO-BEAMBYOTHERS 141 MITI146-or-1tt11.33 32 44 N2 141'4411.63 14 PL 1 5-3 51 (MAIN) SHEET:2 Of 3 POLYGON 14"OPEN WEB JOIST©16"&19.2"O.C. POLYGON 3410.2 BDDL-SG PL15-357 UPPER 10/20/2017 Products PIotID Length Product Plies Net Qty RM1 39-00-00 1"x 14"APA Rim Board 1 1 THIS AREA 16"O.C. B <START 19.2"O.C.HERE G. RM1 34-00-00 1"x 14"APA Rim Board 1 1 •VE JOIST FOR HGR CONNECTION 23-06-08 q RM1 24-00-00 1"x 14"APA Rim Board 1 1 / • = RM1 12-00-00 1"x 14"APA Rim Board 1 1 RM1I d JOIST FOR PLUMBING NG 13-01-00 q�I RM1 9-00-00 1"x 14"APA Rim Board 1 1 11 MOVE JOISTS +1- 4TO _. RM1 3-00-00 1"x 14"APA Rim Board 1 1 AVOID PLUMBING A. r} BK1 19-00-00 1.5 RigidLam LVL 1-3/4x14 1 1 BM1 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM2 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 10.00.00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM3 10.00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM4 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 c y BM3 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 ® CONFORMS TO DESIGN CONCEPTBM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 <d "•I BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ❑ CONFORMS TO DESIGN CONCEPT WITH ? BM15 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 REVISIONS AS SHOWN BM5 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ❑ NON-CONFORMING-REVISE AND RESUBMIT ' BM6 21-00-00 3-1/2 X 14 BIG BEAM 1 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE BM7 21-00-00 5-1/2 X 16 BIG BEAM 1 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE BM8 15-00-00 3-1/2 X 14 BIG BEAM 1 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE A MI BM9 3-00-00 BB01 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY If [:Ki ,- A-0,, V- OVER THIS SHOP DRAWING. ^ :' -*M=.a�H - - • IBM4I I]0. o1I,>j "-12-2-1,>: u By: Arnold R.Solomon Date:Oct.25,2017 O m I , i CT ENGINEERING INC 0 A m RM1 / � `8 I ` ' - — I ACCESSORIES QTY ❑X CONFORMS TO DESIGN CONCEPT 113M3I =IBM3I THO17140-2 36 © HUCQ1.81/11 CONFORMS TO DESIGN CONCEPT WITH3 ❑ REVISIONS NOTED IIgo 1x14058 RIM FOR SHEAR BLOCKING 26' 1;0 © TFL1714 1 o NON-CONFORMING-REVISE&RESUBMIT U- m O c o UT O o THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE I a. s W - WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE IBM3I '- BK1=BLOCKINGRMO=RIM BOARD FLOOR LOADING40 LL15 DL FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN = - DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE ��;�1 �` I .,_ _LL PRIORITY OVER THIS SHOP DRAWING. - pm By Rae Hauff Date 10/26/17 B SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN MILBRANDT ARCHITECTS N n I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. 2 m FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I ��j� [;K1 -=o- er -._ -. .rii�.'- .i I I „Frail IN RM1 •' m I 1 In ® BM6 _ 0 pOR PLUMBING VE JOIST 4 III I- I 'I �I ' --I DO NOT: Loosen, remove,cut or notch any part of the open web joist. Pacifiafumber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET & TRUSS COMPANY SHEET 3 OF 3 r 0 0 O Co rri r- W ), W O IC'- v m - Z sm O °m — O o - I- 0 o00 co :--1- 3 a — m O M y O Z in o 0 W N Z � a 13'-0' 39'x' t °, 0 0 m n o z 3: m . - - o 0 m C r. .-mac 1 T ♦ •, I 6 3 0o n CP , II 0 � ma ..k. yNn rn c . , ._ A co ZZZ , vQ co O (3 c'a ? . V rn IV14 y � IIH . � Cri 7 .J-- CB)Q mrrmmm o0IN 0wom0I cm IP-- l Mc� �_ m-Io< Q- - z Cm�mmCzZmO�CO� v _ ..02....3,„c1,,3302-2.6..02....3,„c1,,3302-2.6,5mm 0 Azzpmml'omCmz o O Z r , -ommZ00c N -ip000 aOmmC.mz-aorz< n7373�DmDHD- m 0 OOOOpxcFx_< ilIR 6 dr oo z<t on,-nzzo-mcozm ox0 1 J_ ! \ r 0. / C MO c�Oclimcoz G)rn A5z-~ (A7 a 9�°OC2 Wro0� ' ' - 0 , �N V zi 0 RI) 1:/1 1 e (6) , B) ,� si, 0. 0 \ c C E1 : 9) 31-5" F. 38-10" Ei CUNFURMS I U UL516N LUNCH"I 10-21 "I 52� 0 CONFORMS TO DESIGN CONCEPT WI H co z REVISIONS AS SHOWN rt 3 (-) LJ NON-CONFORMING - REVISE AND RESUBMIT B ❑X CONFORMS TO DESIGN CONCEPT (} THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE Fp Cr c 7.1 CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ch FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE * C1111 Nn 0 NON-CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY Z OVER THIS SHOP DRAWING. o WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN By: Arnold R. Solomon Date: October 28, 2015 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWCT ENGINEERING INC ING. V By Jeremy Pfarr Date 10/16/15 MILBRANDT ARCHITECTS