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Plans 'MS-r'z(1\1 - � �g St �1\LQ 5-t- LEGEND: -......sv_-._. SANITARY SEWER a Pacific SD STORM DRAIN Community -w WATER 1 i — — — Design -' �, n I LINE 37 — x 12564 SW Main Street I / 311.2 I I 309.9 I MANHOLE Tigard,OR 97223 - _/ `•; ` [TJ 503-941-9484 1--- I I CATCH BAS I N 42.0' ew.. wae, q-,�-. .—'_ —'. mow►- _ DATE: 7/20/2017 t k REVISIONS •i+• \ �'4 1,— NO. DATE DESCRIPTION il 18.83' \ STREET LIGHT I 27.75' l -._.� .._... I STRAW WATTLE PERIMETER I I J�_ - _ i f1 I EROSION CONTROL I • III U I im* FLOW DIRECTION ARROW s STREET SECTION, SEE - L 86 \ II © CONSTRUCTION DOCUMENTS 4.00' I 3,780 SF Q 4.00' t I .. .... - I 87 I 1 ` 85 o BUILDING: l' t i t ' SETBACK SUMMARY I t 0. FF10=329 9.RD 11 a € FRONT SETBACK: 12' ,` _ ...... BFF=320.11-__ I ' Y SIDE SETBACK: 3' . _ __ ._ E _ _~_ __ __ -_._ __ t7 L----------______1"—±.---1--- 1 STREET SIDE SETBACK: 8' n.° J 8_- FRONT GARAGE SETBACK: 20' —I - ---__-__ I 319 o — — , - --= SETBACK: --_--__ _._GARAE --117-1-- `;-��� __ I ----,- FRONT PORCH SE 8' z2__ __ _ ......—..... _ � _H___________________. - --E 323_---__----__ ----- -.___ + REAR SETBACK: 15' - - �`�------ --:324--____ - ' ----- REAR COVERED PATIO SETBACK: 10' o r _— __ _ '326 ' I_ I --' - , 1 PUE, TVP. PORCH i % 'd' I i / Co — f —! I LOT COVERAGE: 20.00' I / 1 w —I - I — — "... I — '— — — —' / — — I — — — — - RIVER — — `� 111 -; -I { LOT AREA: 3,780 SF f TERRACE a) 1/ �, � i� .% 9.90' 42.0 r _ o � BUILDING FOOTPRINT: 1 443 SF EAST co la 326 0 o %_ ► COVERED PORCH: 135 SF 41 \ ilr \ \ ,liwrAimm N _o Mluwka ' ^-�C I ` °� \i COVERED REAR PATIO: 0 SF i -`-- WATER METER \ "' (2)YELLOWWOOD / i CANTILEVER LIVING SPACE: 0 SF 4 co J t SANITARY LATERAL as Ci ADRASTIS KENTUCKIA OS ;t(: )--- 86 _. M a 7------1r-----, STORM LATERAL as �`� SW SNOWDALE LANE ' r' DECK AREA: 200 SF PLOT PLAN •s k -S.,'\, - • 0 / ' ^> ^� TOTAL COVERAGE: 1,778 SF -74 fl N CI! '' �' ,� l?; _ � ( � 47.0 % fr r �' r 0 1 y , , I Yk� / IMPERVIOUS AREA: 2,347 SF i .5 v v 0 CITY OF TIGARD 3 Approve b P POLYGON NORTHWEST (503) 221 -1920 Date: Y fanning 2 C PROJECT NO.: 395-041 V 1 W6 TYPE: CONSTRUCTION Initials. SCALE ch REVIEWED BY: PRE LOT 86 (R-7, MEDIUM) T---..,._ ch ,o 20 RIVER TERRACE EAST 16894 SW SNOWDALE STREET 1INCH=20 FEET Q Z I- Fze - °R (� PACIFIC LUMBER COPYRIGHT 21:114 ROSEBURG FRAMING SYSTEM" QOM I These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. qualify engineered wood products for lodaV S builder'- , �j� The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber _ i •� �• \ Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other RI G I D LAM-LV L RIGS DRQ M 4 ' - __ ,III product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSFBURO FOREST'PROOVCIi ROi�a/CNa FORST PPODUCIS rows rrsor,Aeove i ��, /„ sei_onrorosrso a copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include p nRnG se�on. INSTRLLSO: BLOLKs \ `� ° penalties of up to$20,000 per work infringed,and 5100,000 per work infringed willfully. \, 0114 �RFPI-JoIST '''''="` / Ih MAIN FLOOR JOIST LAYOU1 il T °^"•^° 1 SCALE: 1/4"- 1'-O" CONTRACTOR NOTES: 155/6N NOTES: "'^„°," �°,;,�"," 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFP:BLOCKING PANELS rotes BEARING NALL ABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA Kra N.rs. (UNLESS NOTED OTHERWISE)) OF L/430 4)USE CAUTION WHEN CUTTING FLOOR LOAD/N6: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD START START SHEARWALLS SLEEP/N6 AREAS: FRAMING � FRAMING TINS ISAPLACEMENT PLAN ONLY. 30psfLIVELOAD HERE This layout is to be used in conjunction with 1 2psf DEAD LOAD (DOUBLE)11-1/8 RFPI-20®1 9.2°O.G. (DOUBLE) 1 1-'f/8 RFPI-20®1 9.2"O.G. HERE Architectural/Structural plans.Verify all 1_O I SEE SHEATHING NAILING ATTACHMENT NOTEIIIII shear wall blocking placement and connectors ROOF LIVE LOAD SEE SHEATHING NAILING ATTACHMENT NOTEnw' 1-O Purchaser responsible for approving this a5psf LIVE LOAD B3 / ayout prior t0 any construction. 11 p f DEAD LOAD 55 R1 R1 i., IImmIW�IWWiIIWmIIWIIGsIWmIIIIIIiri •-mXi ,i -gsi i11iixiliatiiiiiiiiiliii CONFORMS TO DESIGN CONCEPT El CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT Ii i THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE I - ,.1 1 J -� I _I J WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE J.1 J .-I J J I .l P JIIV J J1 . J1 J I� I I J J J J I DESIGNATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 1 1 1 1 1 1 1 1 '1 DRAWINGS AND SPECIFICATIONS ALL OF WHICN HAVE PRIORITY OVER THIS SHOP DRAWING, R 1 '. 1 By: Arnold A.Solomon Date:Oct.2G.2017 CT ENGINEERING INC ❑X CONFORMS TO DESIGN CONCEPT 0 CONFORMS TO DESIGN CONCEPT WITH OTED r _r -....-lir l 55.r J L u1L J 1 J1 1. 1 1 l 11 - ' ,- L innn.. --'L 1 . .•—„ 1 r l 54 REVISIONS ORMIN .L --.� L L L IL ,5•:IIL J L L J1 L �,BILL 1,L_ L I li L L L L L J L0ION-CONFORMING-REVISE&RESUBMIT v Lffi .._ir 1 r- pr-} �,-, BE �,'6... L J L.A.L � -- r R 1 l r r l l 1T ffil r 1r l r 1 1 t r -11 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 6 J5 J6 JTp Jb J6 J5 J6 J6 4'�p WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE R 1 R 1 J J J j FABRICATORA/ENDOR OF RESPONSIBNIN FOR CONFORMANCE WITH DESIGN ,I ,IDRAWINGS,SPECIFICATIONS.AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. R 1 �I•MII�I�MI�I�MI II�'. '.. R 1 By Rae Hauff -__ Date 10(26/17 R1 - MILBRANDT ARVu T`�CTS 1 � J1 1 J1 R1 'I -1 L - MomilM11.1 rB 111 0 w i_io BB a X11 J I, J _2 ml I I i ' PORGH PORCH IMPORTANT/ REFERENCE INSTALLATION STAR START GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION FRAMING it 11-1/5 RFPI-20 5 1 9.2"O.G. 11-1/5 RFPI-20 5 1 9.2"O.C. FRAMING HERE HERE LEGEND: PL 1 5-357(MAIN) POLYGON 9410.20ty Cut Pac�fi ` umber Mrk• Material WICM Depth braes ecy cvc Lcn roc Lcn f\ DOUBLE-JOIST CONNECTION SPECS 0...__HANGER GALLOUT B, Rlgiatem LVL 1 9/4 11 1/5 1.5E 4 4 It, ® B2 RlgldLemLVL 1 9/4 11 7/8 1.5E 6 6 Filler blocking is not structurally required provided both -SUPPORTING POST 135 RIglaLem LVL 1 9/4 1 1 ,/8 ,.se 20 20 I-Joists are continuously laterally supported by &p 84 E11,5 BEAM 5 v2 11 1/6 2.1e s e on connectito the sheathingTRUSS COMPANY POST LOAD ABOVE B5 BI6 BEAM 5 1/2 11 ,/8 2.1E 16 16 w� at the top be positioned.In R -RIMBOARD 56 n 9 1/2 11 T/6 2.05 10 10 addition,the joint in the sheathing shall be positioned R1 098 Rim I 11 7/8 10 16 160 over the center of one ofthe two to flan es to assure LB -LVL BLOCKING J1 RFPI-20 1 9/4 11 ,/8 45 20 4100 P 9 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 J2 RFPI-20 1 9/4 '11 1/8 2 14 26 _V shear transfer between sheathing panels. PLAN DESCRIPTION/NUMBER: POLYGON 34 10.2 BDDL-35 JB -JOIST BLOCKING Js RFPI-20 1 9/4 11 7/9 1 25 25 •°°'° 05 .14 RFPI-20 1 5/4 11 1/8 - 2 6 12 CUSTOMER: POLYGON sm°5n°q J -JOIST GALLOUT J9 RFPI-2O 1 5/4 11 1/5 2 16 W2 mos,, ',° e-15 :y,° "" r°` PLAN DATED: 10/21/15 J6 RFPI-20 1 5/4 11 '1/0 ' 19 4 52 w m min m.. min m.. mi° m.. w° max x-. B =BEAM(FLUSH w/JOIST) JB1 ELKS 1.75 LVL 1 5/4 11 7/6 1.5! 25 9 69 HDR -HEADER(BEAM BELOW JOIST) DBL I-JOIST WITHOUT FILLER CONSTRUCTION °°°°" DESIGNER:'° `° `° <° DESIGNER: KAM/L HENDERSON DATE: 1 0/25/15 ArRessorMs 550-BEAM BY OTHERS HI Mr11.66-or-MT11s6 22 N.TS. r ,e r „ z :, , :° , :e H2 MI7411. ,9 PL 1 5-3 5 1 (MAIN) SHEET:2 of 3 PACIFIC LUMBER ROSEBURG FRAMING SYSTEM'- -� u- qualify eV/leered wood products for today's builder ever og Mum These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. W.,BLOCK ALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RI G I DLAM LV L R I GI D R I M - texts-1,w. ex_-"9rL:. �I' �� Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other ,I�I ' ems- ,III MELON TO POST ABOVE product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or Csrs LOCK Aeove ro sEARiw BFlOW. nsra.�sCuns«e�.CCKs � copying of these plans,infringes rights under the copyright Act.Infringes face liabilities that include ■oSE•UN�O SOREST Fwaupels IeOSF81A�G FOREST PR BeARivs AnEs of e�occs `������ penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. 10 4 RFPI Jo sr „".,,,,,r. I 1 / ITh CONTRACTOR NOTES: DEO/6N NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RPPI BLOCKING PANEL5YIITH BEARING NALL ABOVE POST LOAD TRANSFER DETAIL 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/450 N.T.S. H.T.S. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf LIVE LOAD SHEARWALLS 1 psf DEAD LOAD SLEEP/N6 AREA5: TN/5/5 A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD 9-1/2 RFPI-2O® i 5'O.G. rchitectural/Structural plans.Verify all START 9-1/2 RFPI-20 5 1 6'O.C.0GSTART shear wall blocking placement and connectors. ROOFLOAD/N6: FRAMING I I FRAMING Purchaser responsible f or approving this 25p5f LIVE LOAD HERE PATIO 1 R 1 HERE PATIO ayout prior to any construction. 1 7psf DEAD LOAD I R1 i 1 pl_r_. I I ----- - -- ® CONFORMS TO DESIGN CONCEPT J3 J3 J JB J3 3-13 J 3 ❑ CONFORMS TO DESIGN CONCEPT WITH I REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT I' I MI THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 1► 1 WT I .r. _ ..� 1 i' �. _ _. .` _ _ .�__ ,,AyB�-, y I H THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE- -- - - """� -- ' '� -±•-- -� r--1�1 3�s FABAICATORIVENDOA OF RESPONSIBILITY FOA CONFORMANCE WITH THE :11 . DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY � J1J1J1 J1J�1 .�1J1 ,1J1 -1J1J1J1J1J1 OVER THIS SHOP DRAWING. R1I Z 1By: Arnold A,SolomonDate:Dct.2517CT ENGINEERINGINCJ3 I i' ❑X CONFORMS TODESIGNCONCEPT1R 1 ElCONFORMS TO DESIGN CONCEPT WITH _ _ REVISIONS NOTED - rillelli-- - --t=—--'— _ ■.�. � 4,---1.."4,-ern?=.:— J61�. ' ,�. '� ,'-�-_ `� \ / �` ry,;,`,-CONFORMING-REVISE&RESUBMIT • �I THIS SHOP DRAWING,.''BEENnMFWFPFDRCENERAICONFOAWBICFt r , , �I�� Il /� -�—�• I S WITH DESIGN CONCEPT 4W; AND oro '.' rta,wun THE t FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN -- — IL J2 J J2.4J'12 �2 J L II Il DRAWINGS,SPECIFlG1TERS,AND APPLICABLE CODES,ALL OF WHICH HAVE 10/26/17 R 1 51 - PRIORITY OVER THIS SHOP DRAWING. eI11 :. • Hauff I BYMILBReANDT ARCHITECTS :2 E J4'I 51 R1 • • i , 1, , i 2 2 I 1 PORGH PORGH 1 IMPORTANT/ I I REFERENCE INSTALLATION I GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION UPDATED 10/24/17 KLH LEGEND: PL 1 5-35-7 (BASEMENT) POLYGON 3410.2BDDL-SG PacIfH3 ..umber QH --HANGER GALLOUT � ���Material Width Depth Grad Tot Lt ® -SUPPORTING POST m - �®0 BASEMENT FLOOR JOIST LAYOUT & TRUSS$ \ COMPANY ED -POST LOAD ABOVE ® • ��—mm� SCALE: 1/4.- 1'-O' > 0" - • ��—mm®i R -RIMBOARD m_ _ • ��_0®® LB =LVL BLOCKING ®111111M_ • ®®—©©0 10515 Sr ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 PLAN DESCRIPTION/NUMBER: POLYGON 34 10.2 BDDL-5G JB =JOIST BLOCKING 0- - _ ��®Omm J -JOIST CALLOUT • ��—m©� PLAN DATED: POLY GON 1 5 I B =BEAM(FLUSH w/JOIST) � _ ®®®®©� 0• KIIIIMISEMINIIIMI00® NDR -HEADER(BEAM BELOW JOIST) ---_-- DESIGNER: K.4M/L.NENDERSON DATE: 1 0/25/15 BBO-SEAM BY OTHERS ®- ===©== F L 1 5-3 5 7 BASEMENT THO 1'1950-or-ITT9.5 FLOOR SHEET:1 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. START 19.5"O.C.HERE RM1 34-00-00 1"x 14"APA Rim Board 1 1 a'.' r.1R.1•13-R,-a•*.19J.YN,IIJ 23-06-08 q RM1 24-00-00 1"x 14"APA Rim Board 1 1 -Lua. 13-01-00 q RM1 12-00-00 1"x 14"APA Rim Board 1 1 MOVE JOISTS +1- 4 TO IRM1I — RM1 9-00-00 1"x14"APA Rim Board 1 1 II- -� ' RM1 3-00-00 1"x 14"APA Rim Board 1 1 AVOID PLUMBING j III: BK1 19-00-00 1.5 RigidLam LVL 1-3/4x14 1 1 p� idLam LVL 1-3/4 x 14 1 BM1 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 12-00-00 1.5 Ri g1 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 ® CONFORMS TO DESIGN CONCEPT BM3 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 O CONFORMS TO DESIGN CONCEPT WITH Q c-, 0 o SKI 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM15 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 REVISIONS AS SHOWN l 1, BM5 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 0 NON-CONFORMING-REVISE AND RESUBMIT 1 BM6 21-00-00 3-1/2 X 14 BIG BEAM 1 1 THIS SHOP DRAWING HAS BEEN AEVIENED FOR GENERAL CONFORMANCEI BM7 21-00-00 5-1/2 X 16 BIG BEAM 1 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE f. Q BM8 15-00-00 3-1/2 X 14 BIG BEAM 1 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMWNCE WITH THE BM9 3-00-00 BBO1 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY I p/ kK1. '.'-04 Ei OVER THIS SHOP DRAWING. _ ,_„__ ��- _ 1BM4j _ .W By: Arnold R.Solomon Date:Oct.25.2017 0 0 MI 1 CT ENGINEERING INC 2 ” 6-1A mMU II III OMNI � _a_y_-8 L•L�{I a ACCESSORIES QTY El CONFORMS TO DESIGN CONCEPT IBM31 I j� TH017140.2 36 ❑ 11 CONFORMS TO DESIGN CONCEPT WITH H0001.8vA 3 REVISIONS NOTED g j 1x14 OSB RIM FOR SHEAR BLOCKING 28' cr NON-CONFORMING—REVISE St RESUBMIT © TFL1714 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE L WRH DESIGN CONCEPT ONLY AND DN NOT RELIEVE THE IBM31 BK1=BLOCKINGRMS=RIM BOARD FLOOR LOADING40 LL15 DL FABRIOATORNENDOR OF CO RESPONSIBILITY FOR CONFORMANCE WITH DESIGN =fl — DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. By Rae Hauff Date 10/26/17 e ■ SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN MILBRANDT ARCHITECTS SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I1 C' Cil I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA Ea LID T 4 N�u��N�li ;v, RM1 ® BM6 'mr.� MEWING }o I AOR PWM&NG _ III I. `I `III _y" DO NOT: Loosen,remove,cut or notch any part of the open web joist. Pacifi .umber JOIST WITH RIM SCALE: 1/4"=1'-0" on 24"x36"SHEET & TRUSS COMPANY SHEET 3 OF 3 o -c op co rn CA) n tw o D Z c--,D m _ - 00 a A o o -, r o 0 y om 0 to Z TT; z °° N z 52'-i' 2' 0 13'-0' 391-5' CD �- NC °, 0 CD nm a co 0 z Ili m - - n O CO 1 s 63 [7,--, m II A 0. - N \ -i J \<.\\\1\4\\ \ C w 7S' S N m W D m m mil 0) 0) mI CD a o 0 000 4 2i 2 °0 U) Z . Z W N CD y N it ta mIli ^ Of N 6 01EN = V / c 11r Qm0 momo a • < cn Cn_icn� O7� TOig O Ozc00zDz�>m �- E E I I Q- �mm�zzm )CO-pcg rcpcnm0 (nm I ■ O 000z z)21 , �+ �Dzzm0 mmo-iz 0) O�mn�mz��Cz�O 7)0 o' wm�,Z.Tin OzM ��■i CD �OmUzmZ7JCyMA I , , / 1 1 �✓ OR CDOrnG)= z �' nr�'1r�0 mr0�� ' 'A ,< ��O�C7J 7J p�7 02 43 z O pomp O m —--- IV ... co zi co - elc6)E 3 'o ; y � E1 ; �� 3'�' 38'-10' � o 10P-2° cONrUKMS 10 uLS16N c UNc tN i 57-5" n CONFORMS TO DESIGN CONCEPT WI H REVISIONS AS SHOWN n3 NON-CONFORMING - REVISE AND RESUBMIT 3 ❑X CONFORMS TO DESIGN CONCEPT c El CONFORMS TO DESIGN CONCEPT WITH THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE T1 N REVISIONS NOTED FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE y► ❑ NON-CONFORMING-REVISE&RESUBMIT DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY N THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE OVER THIS SHOP DRAWING. -‹ EMI cp6WITH DESIGN CONCEPT ONLY ND DOES NOT RELIEVE THE 01 ABRICATORNENDOR OF RESPONS BILITY 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 DRAWING. v C-I- By Jeremy Pfarr Date 10/16/15 MILBRANDT ARCHITECTS