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Plans (133) LEGEND: —SS SANITARY SEWER Pacific -------...„„,,,,----.2 ,,,,,,,,------..<--,.„ `'. ._ _.- —So STORM DRAIN Community � s-- Design 2 '? -,.,.__.-- _----27i —w WATER LINE .28 x.78 MANHOLE 12564 S Main 9�z23et ` e 28r 279 `• '~4o CATCH BASIN Cbl 503-941-9484 28,4 283 286.2 283.0 .._.-•-.--. ZS{ 282—---,�___ _ DATE: 7/27/20» �+ 42 0' REVISIONS , .., � , �: _. „,t - ..< ,� .� _ . „ ,. STREET LIGHT NO. DATEEVI DESCRIPTION -----`-"" .._ _ �`""` STRAW WATTLE PERIMETER 23.83' — / I EROSION CONTROL m* FLOW DIRECTION ARROW FL - I )1-32.75' / 1- - - I I -1I ISTREET SECTION SEE i 1 I I -mm mm- rt LI © CONSTRUCTION DOCUMENTS I E I I C 109 —11 4.00' II .. .v,,,. 4.02' 3,990 SF ; SETBACK SUMMARY u> ( I I I FRONT SETBACK: 12' _Eao € in BUILDING: , ; SIDE SETBACK: 3' 11 { 3410.2BRDisi 108 I STREET SIDE SETBACK: 8' ,� FF=307.31 ° , r .I FRONT GARAGE SETBACK: 20' I BFF=298.31 I N Illr FRONT PORCH SETBACK: 8' 1283 294 295 I € I( I /iiiimumaie I I' REAR SETBACK: 15' vS CN �, .�� 294 I I I 1 REAR COVERED PATIO SETBACK: 10' �. I�, j 297 298 GARAGE /M! I ■Alli o I I, II. 299 300 301 302 N■I � i ■�11 _ i I 303" £Ih I I r w ! ! 30 306 LOT COVERAGE: N I I 6.0"(F—i' r r---- -_- 307 j I-- }--_-'I I RIVER 3 PUE, TYP. t - cP I LOT AREA: 3,990 SF PORCH — — — — 20.00' — — TERRACE - –16.00' — , BUILDING FOOTPRINT: 1,443 SF EAST ,,�firr_ ED- wimpr �. COVERED PORCH: 135 SF �� �� or 9.90' 42 0' A `tr► �r o / At, 302.8 . . , ,Il�4 At AL 305.6r �ats. AM�: o "�"` ��' '""' - liala �"` COVERED REAR PATIO: 0 SF o �+ WATER METER y �, �- 14 *, j � CANTILEVER LIVING SPACE: 0 SF _ ar "''��►► 109 STORM LATERAL +..r..� 4 # ���� (2)ROHANI EUROPEAN DECK AREA: 200 SF PLOT PLAN ass ,, - as BEECH / FAGUS 92 SANITARY LATERAL SYLVATICA'ROHANII' i TOTAL COVERAGE: 1,778 SF SW BIRDSONG STREET ' 0 85 s5 a 5 '--. _ SS I_ ' �-- SS 44.6 % r ET // ;_ '\. I 1 � • v` 7.7\ IMPERVIOUS AREA: 2,347 SF E 0 v o CI 0) ATY OF TiIi.) POLYGON NORTHWEST (503) 221 -1920pe�v>It� Planning D` 2S 1 W6 >�a}e. _ PROJECT NO.: 395-041 ,.Am . ® TYPE: CONSTRUCTION initials. . mSCALE REVIEWED BY: PRE ,r) LOT 109 (R-7, MEDIUM) _ ,0 20 co RIVER TERRACE EAST Q 16842 SW BIRDSONG STREET 1INCH=20 FEET 2 ==== PACIFIC LUMBERCDPYRIGHT2D15 ROSEBURG FRAMING SYSTEM" "` """" quality engineered wood products for today's builder- 4 ""^a„^4',,'•" These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. WV.Uwele. La, The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI D LAM`LV L RI GI DRI M �11 ......._w ,II' Ili, Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other ,IV, ' - se�.on Torosr Aeovc product supplier other than Pacific Lumber Company is strictly prohibited.face liabilitiesoriied use or ROSE8UP.POPF87iRODUC)S loSH1Ac'C+FQ48lr imam= copying of these plans,infringes rights under the Copyright Act.Infringes that include / �� penalties of up to 520,000 per work infringed,and$100,000 per work infringed willfully. � �IIi!s4 RFPFJ()Isl. ��; 'SIU „",,,,o� h \ CONTRACTOR NOTES: DE5/6N NOTES: ,o„•, �,,,,,,�„„ 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ,-„rb "`^".;""„p ”`m"""'" 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPIBLOCOINS PANELS WITH BEARINGr1ALL ABOVE POST LOAD TRANSFER PETAL 3i ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA nrs. N.rs. (UNLESS NOTED OTHERWISE) OF L/450 - 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 4Opsf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD SLEEP/N6 AREAS: THIS/5 A PLACEMENT PLAN ONLY. 30psf LIVE LOAD ' This layout is to be used in conjunction with 1 2psf DEAD LOAD START 9-1/2 RFPI-20 e 1 6"O.G. 9-1/2 RFPI-20 5 1 6"O.G. Architectural/Structural plans.Verify all START shear wall blocking placement and connectors ROOFLOAD/N6: FRAMING -urchaser responsible for approving this 25psf LIVE LOAD HERE \ PATIO I I• FRA PATIO / HERE IN • ayout prior to any construction. 11psf DEAD LOAD I Fr I R1 R1 I n ® CONFORMS TO DESIGN CONCEPT J3J3-3J3J3J3J3J3113 .,3J3J J3 J3J3J3J3J3-13 ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN / ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAPING HAS BEEN REVIEWED FOR GENERAL CONFORANCE __ -_ __—_B_�_-- --__— _- __ _ _ _ __ _ WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE C-/-=.m�� ��o a_,� L=a—-g-. r_1123-. FABRICATOR/VENDOR OF RESPONSIBILITY FDR CONFORMANCE PITH THE DESIGN DRAPINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY J1 J1 J1 J1 J1 J1 J1 J1 J1 .,1 J1 J1 J1 J1 i J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 ..1 J1 J1 J1 OVER THIS SHOP DRAWING. R1 / R1 By: Arnold R.Solomon Date:Oct.25,2017 CT ENGINEERING INC -3 J3 X❑ CONFORMS TO DESIGN CONCEPT R1 R1 CONFORMS TO DESIGN CONCEPT WITH J31 0 R JB 1 REVISIONS NOTED — rte. taL� = , �'—.��x�.—.� L:7' I ❑ MON-CONFORMING-REVISE&RESUBMIT �\I' THIS SHOP DRAWING CEP BEEN REVIEWDD FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I 1 FABRICATORNENDOR OF RESPONSIBIUTY FOR CONFORMANCE WITH DESIGN R 1 J2 J 7.' i-2 J 2`-2 J 2 J 2 J 2.!2 ¶J2 J J.2 J J2 J2 ',U2 J2 DRAWINGS,SPECIFICATIONS.AND APPUCABLE CODES.ALL OF WHICH HAVE '' R1 PRIORITY OVER THIS SHOP DRAWING. 1 =I El II By Rae Hauff Date 10/26/17 'I MILBRANDT ARCHITECTS ,, E�2 R1 R1 Il I (�2 i a . J - n a L 2 .,H A I I PORCH PORCH I /MPORTANTI REFERENCE INSTALLATION I I GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION UPDATED 10/29/17 KLH LEGEND: PL 15-351 (BASEMENT) POLYGON 34 rade My CSG u I1IjIfI1 .I. p.II11IIer Ha--HANGER GALLOUT Mrk• Material ritdth Depth Breda Qty Gut LUI Tot Lti ® J1 RFPI-20 1 3/4 9 1/2 15 24 360 BASEMENT FLOOR JOIST LAYOUT TRUSSCOMPANY SUPPORTING POST J2 RFPI-20 1 3/4 9 1/2 1 1 24 264 SCALE: 1/4"- 1'-0" ® -POST LOAD ABOVE J3 RFPI-20 1 3/4 9 1/2 1 1 10 1 10 R -RIMBOARD J4 RFPI-20 1 3/4 9 1/2 1 12 12 LB -LVL BLOCKING J5 RFPI-20 1 3/4 9 1/2 2 2 4 1051 5 5W ALLEN ELVD BEAVERTON,OREGON 91005 (503)555-9663 B 1 RigidLam LVL 13/4 9 1/2 1.5E 1 10 10 PLAN DESCRIPTION/NUMBER: POLYGON 34 1 O.2 BDDL-SG 1 J5 -JOIST BLOCKING 52 RigidLam LVL 1 3/4 9 1/2 1.5E 1 1 6 16 CUSTOMER: POLYGON J -JOIST GALLOUT JB 1 BLKG RFPI-20 1 3/4 9 1/2 2 6 3 18 PLAN DATED: 10/21/15 JB2 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 15 3 45 B -BEAM(FLUSH W/JOIST) R1 OSB Rim 1 9 1/2 1 1 6 1 1 2 HDR -HEADER(BEAM BELOW JOIST) DESIGNER: KAM/L.HENDER5ON DATE: 1 0/28/15 BBO-BEAM BY OTHERS Accessories PL 1 5—3 5 BASEMENT H1 ITHO 1 1 950-or-1779.5 5 FLOOR SHEET:1 of 3 ROSEBURG FRAMING SYSTEM" PACIFIC LUMBER COPYRIGHT 2014 qualify engineered wood products for today's builder^ aaa`'n•�"'""""�` I' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RI61 D LAM LVL RI GI DRI M- �i� Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other i ,II III/ product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEOURO FOREST PRODUCTS POSFA/k['f0.6IOO UC1$ \��; .w�"°" ` G' copying of these plans Infringes rights under the Copyright Act.Infringes face liabilities that include penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. .rep t / �% .E roPo=T�°°` RFPI-Jo1sr ..-4...-, IIIA' MAIN FLOOR JOIST LAYOUT CONTRACTOR NOTES: DES/5N NOTES: SCALE: 1/4"-1'-O" 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS °°°""`°°` 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR °°°",+°°"�„ "w�„�u„-„,,,�,,,, (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD ,w,.e., ..°,°ow�mm 31 ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFMt'BLOCKING PANELS WITH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 N.T.5. N.T.S. 4)USE CAUTION WHEN CUTTING FLOOR LOAD/NB: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEAR W ALLS START START SLEEP/N5 AREAS: THIS/GAPLACEMENT PLAN ONLY. FRAMING- FRAMING 32pSf DEADVOD This layout is to be used in conjunction with 1 2psf LOAD HERE Architectural/structural plans.Verify all HERE (DOUBLE) 1 1-1/8 RFP/-20 1 9.2”O.G. DOUBLE)1 1-?/8 RFP/-20 1 9.2'O.G. shear wall blocking placement and connectors ROOFLOAD/N5: alkSEE SHEATHING NAILING ATTACHMENT NOTEIIIII (SSE SHEATHING NAILING ATTACHMENT NOTEIIIII01 Purchaser responsible for approving this 25psf LIVE LOAD 133 R1 R1 53 -4 ayOUt prior t0 anU construction. 1 7psf DEAD LOAD JI - - - - L <1B 1- .0 _ 7 = 1 = It I n�lii•r1i lar I�I�� �n_.i� � l. ® CONFORMS TO DESIGN CONCEPT ❑ 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 / FABAICATDRIAENDOA OF RESPONSIBILITY FOR CONFORMANCE WITH THE -1 J-1 J 1 4 1 -I 1 -1 J 1 J 1 J I J 1 J 1 J I -I J I i• 1 -. J I J -1 J 1 1 11 -1 rDESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY - / OVER THIS SHOP DRAWING. R 1 51By: Arnold R.Solomon Date:O .25 2017CT ENGINEERING INC �X CONFORMS TO DESIGN CONCEPT ❑CONFORMS ONS TO DESIGN CONCEPT WITH -.L_,.LL J L A L 1 B5eL L L . J L 1 B41 L_.U./ ,, R T L .•L 1 BELL J L O N e- a_ THIED S NON-CONFORMING-REVISE&RESUBMIT 1p, '���: HAS BEEN REVIEWED FOR GENERAL CONFORMANCE -� Tr..,'r 7P -r 7r 1 'T T Y' T 1 - WITH DESIGN CONCEPT ONLY AND DOES NOT REUEVE THE ..6 ,6 _6 -5 -5 -.5 J6 5 -15 5 'p R 1 FABRICATOR/VENDOR ORESPONSIBILITY FOR CONFORMANCEWITHDVE R 1 DRAWINGS,SPECIFICATIONS.AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. �I�l•I��l•����I�I By Rae Hauff Date 10/26/17 R1 R1 MILBRANDT ARCHITECTS \ R1 -1 \ 51 ..6 J3 R1 V. -1 /1 1 JI J1 ''II \\ &Z 42 51 I 1 . B - Si v IB1 N.`/NB 1,J rI. I liii I ,,. ' ..3 -193 Ja Ja .J'2 J2 --_/ mom I I IT / — I 'I 1,_0„ :S i I JB' 1._0. I IMPORTANT/ PORCH PORCH REFERENCE INSTALLATION GUIDE FOR ALL FRAMING STARTSTART DETAILS AND I-JOIST INFORMATION FRAMING A 1 1-1/8 RFPI-20 e 1 9.2"O.G. 1 1-1/8 RFPI-20 o 1 9.2"O.G. '-FRAMING HERE HERE PL 5_851(MAIN) Pacifitkumber LPGEND: POLYGON 04104 pcDL-,e �--� MrA• M4t.Prlal FNMA DPPtA ir44 o►r c.t uN Toe LtN DOUBLE I-JOIST GONNEGTION SPECS( H _-HANGER CALLOUT 01 rude,..LVL 7 i/4 +1 v 1.e 1 4 4 45.1�/ 3 Rides.LVL + !/4 11 T/• iso 1 • • Filler blocking is not structurally required provided bothp® -SUPPORTING POST 5r�1 .s LVL 1 -/4 11 v 1.*e' I 50 20 I-Joists are continuously laterally supported by & TRUSCOMPANY ® EIDIFAM s 1/2 11 14 2.+e 1 • e connection to the sheathing at the top flange.In -POST LOAD ABOVE y 66eAM • vs +1 vG 3.+e I +e 76 addition,the joint in the sheathing shall be positioned • N 5 1/2 11 1/ 3.0e 1 10 10 R -RIMBOARD 1 oiu ium 1 17 W/� 10 16 160 '/^� over the center of one of the two top flanges to assure 10515 SW ALLEN BLVD BEAVERTON,OREGON 9-!005 (503)858-9663 LB -LVL BLOCKING J1 kkktP 1---20 1 e/4 11 1/a 45 20 400 shear transfer between sheathing panels. 42 RPP/-3o 1 5/4 11 T/p 2 14 20 PLAN DESCRIPTION/NUMBER: POLYGON 34 10.2 BOOL-5G JB -JOIST BLOCKING J5 RPP/-3t7 1 5/4 11 // 1 35 26 M� -,o [-vita ° _lit ���� CUSTOMER: POLYGON .14 RM-30 1 5/4 11 T/• 2 • 13 -/ J -JOIST CALLOUT Js RPh-30 1 5/4 11 ¶/8 2 lb 03 ,Swam Mments , M ax m in maxm m mat m,° M� m,° „� PLAN DATED: 10/21/15 • RPP/-2o 1 5/4 11 T/ 13 4 53 B -BEAM(FLUSH w/JOIST) J�1 puc•1.T6 LVL 1 9/4 11 7/0 1.5e 35 5 •e DBL I-JOIST YUTHOUT FILLER CONSTRUCTION °°W` ,„ ` '° ` `° ` `° DESIGNER: /GAMIL HENDERSON DATE: 10/28/15 HDR -HEADER(BEAM BELOW JOIST) A444444r14. N.Ts. r 1: r Ie r 2,1r 24z 24. BBO-BEAM BY OTHERS Ni MIT -or-TT mx N3 MIT4i 5 33 PL 1 5-3 51 (MAIN) SHEET:2 of 3 1.06 7.•G 13 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"0. START 19.2"O.C.HERE RM1 34-00-00 1"x 14"APA Rim Board 1 1 ',AM.',.a.,-a•N-a.-eeea 1rR•.23-06-08 - RM1 24-00-00 1"x 14"APA Rim Board 1 1 pram.A a-lAOTTi,rr:H 13-01-00 q RM1 12-00-00 1"x 14"APA Rim Board 1 1 MOVE JOISTS +/- 411 TO ...r-"z'....r`r..--.. - RM1� —= RM1 9-00-00 1"x 14"APA Rim Board 1 1 1 �lillili RM1 3-00-00 1"x 14"APA Rim Board 1 1 AVOID PLUMBING 111111111111L1111111111ira BK 19-00-00 1.5 RigidLam LVL 1-3/4x14 1 BM1 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 10 1 BM10 12- 0.00 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 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 ' ; `L BM3 6-00.00 1.5 RigidLam LVL 1-3/4 x 14 1 2 ® CONFORMS TO DESIGN CONCEPT 1 BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ❑ CONFORMS TO DESIGN CONCEPT WITH I W BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 BM15 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 REVISIONS AS SHOWN BM5 121700700 -00.00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ❑ NON-CONFORMING-REVISE AND RESUBMIT 11 BMs 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� MN BM9 3-00-00 BBO1 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY � �� '3-.p-04 tai OVER THIS SHOP DRAWING. - : _M.a By: Arnold R.Solomon Date:Oct.25.2017 . ii..:BK:-'1 i-I®�i��i�i�1�I$1�11{ I I9 CT ENGINEERING INC A co Ii N=Iu.IJI♦I♦IVIIIIl11 I l l 1 1 N BM3 �'u ,�■�' ACCESSORIES QTY ❑X CONFORMS TO DESIGN CONCEPT =I = 0 TH017140-2 36 1 h. © HUCQ1.81/11 3 • CONFORMS TO DESIGN CONCEPT WITH ®j REVISIONS NOTED E 1x14 OSB RIM FOR SHEAR BLOCKING 26' ❑ NON-CONFORMING-REVISE&RESUBMIT © TFL1714 1 I 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 — BM3) BK1=BLOCKINGRM1=RIM BOARD FLOOR LOADING40 LL15 DL DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE �V. PRIORITY OVER THIS SHOP DRAWING. 1 ����� I� r By Rae Hauff Date 10/26/17 e I . I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I MILBRANDT ARCHITECTS I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I 1 10 I I. „ , . 1 I1 ; ,_,,1 owlNii alai: I I 1 m SII 4 Mil o BM6 ,p I . . OR PLUM&NG Q III' `�1, `I III DO NOT: Loosen, remove,cut or notch any part of the open web joist. Pacif umber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET & TRUSS COMPANY SHEET 3 OF 3 o -0 m co Cf. , C90 � � n m -a - po Z o o9 r CD1 I N p 1W co y G) =• a m O ca --1 0 Z CD O � Z N Z52 a 13'-0' 317-5't 11 CD °, O o 20 Z o ci o m CD II O a. N —I1 C c L y W c m _a 1n m m TXN 0) CO m oozo 1Cla D /o2 ° N K-3- my l .en m (n 9 c 1_ c —d 0. m Om m < cnxcn cnm 00 Q. z O �Z c10Z-On co xzom >CDzmm a 0,,,zmDmpzm mi 00D) 0N zOc0 Ojrnoxm? cn < 0F n 7,,,>maoH,p OOOOPOr-,O00A Dr ` ! ✓ / --1/ y 02 c-nozz-CDOC. Cn2zn ! cr � �OFx° mr0�-{ ' y - /�rO0 r- OZ0p C /101. ? p7w � �0) 1 � , I— ='; 21;11 60 co , , 3 IV O XI 41 C c , . P ill — ! eir L © 38'-10' -I 10'-? (UNFUfZMS I U Ut51UN (UN(tf'I = 0 -I 524" n CONFORMS TO DESIGN CONCEPT WI H REVISIONS AS SHOWN n3 " LJ NON-CONFORMING - REVISE AND RESUBMIT 0 0X❑ CONFORMS TO DESIGN CONCEPT -a THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE CONFORMS TO DESIGN CONCEPT WITH o 1=11 '. ❑ REVISIONS NOTED WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE c y FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 39, P ❑ NON-CONFORMING—REVISE&RESUBMIT DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY Z N THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE OVER THIS SHOP DRAWING. ..0 Mit o WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE p�j FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN By: Arnold R. Solomon Date: October 28, 2015 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE ENGINEERING INC PRIORITY OVER THIS SHOP DRAWCT'ING. v By Jeremy Pfarr Date 10/16/15 MILBRANDT ARCHITECTS