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Plans (138) c-T3C1\ - CL\ \ \U V ¶ Q 1S S • LEGEND: ss SANITARY SEWER Pacific Comm - 28o ___--_---, SD STORM DRAIN Design pity 2882;_281 `.„ - , —w— WATER LINE 283 12564 SW Main Street MANHOLE Tigard,OR 97223 ,44 ^", [T]503-941-9484 285.7 285 `a CATCH BASIN 2850 DATE: 7/27/2017 45.0' — STREET LIGHT No. DATEREVISIONSDESCRIPTION 111.1111 I _ STRAW WATTLE PERIMETER I i..,/ 23.83' T -7-_ EROSION CONTROL ` 32.75' �+ FLOW DIRECTION ARROW 1I rt - -- 1 I 71 i U q , - STREET SECTION, SEE CONSTRUCTION DOCUMENTS I - 1 Ir'_ I I 111 15.04, , 1 5.96' 1 1 € 1 SETBACK SUMMARY 1 I€ II I € 4,275 SF € r I I I / € FRONT SETBACK: 12' _ 1 1 BUILDING: € 1 y SIDE SETBACK: 3' E ) 1 1121 i s 3410.2ARD i o i 110 € STREET SIDE SETBACK: 8' 7 , 00 -/ €I I 1 FF=300.91 € ; 1 FRONT GARAGE SETBACK: 2G 00 1 1 BFF=291.91 i FRONT PORCH SETBACK: 8' L zscn , 287 288 289 Iaim010111q1.1010101101.1110110111111-...moll 1—� REAR SETBACK: 15' N I �I 290 I■ GARAGE ig I REAR COVERED PATIO SETBACK: 10 s .41111110111®�291 292 II ( ,, ,.: I JENA If�IIIN ( -Z93=294--x.95^ I r� 1� moi- 29 I 29g 1` ( I ‘011011 -1111.1111M -ice Irl�u�.,..�.■� 29� 2r�1 __ LOT COVERAGE: N 6.00' PORCH __ ,z ; -- RIVER I11... L 0 1 I i i PUE, TYP. I I r €_r J I I `" LOT AREA: 4,275 SF �ci -t`L_i 3 20.00' — 299.2 TERRACE a X15.50'—16.00' —- - - - - - -a - - - - - - — — -- _ BUILDING FOOTPRINT: 1,443 SF WATER METER EAST 151 �► -- 296.2 I I le RI 45.0' : Ir *�. COVERED PORCH: 310 SF MIENSWEIW MI6 ,,,1co , ,\ Wow"', �� �t � us ,.��� COVERED REAR PATIO: 0 SF / '' f v1 '`` ;: � " «me CANTILEVER LIVING SPACE: 0 SF l ����r ,f itriA, t111 o . ------ STORM LATERALiiiiiiiiiiii '='�-�-�""'"� DECK AREA: 0 SF PLOT PLAN Es B as as t� (2)ROHANI EUROPEAN , 2 K. SANITARY LATERAL 1 BEECH / FAGUS TOTAL COVERAGE: 1,753 SF o r \ SW BIRDSONG STREET SYLVATICA'ROHANII' D -a s '. .•ter.. I A ...s*rr� a• t a 20 1 ``{a +�I,� ', ,. ."'S' ' a —S 41.0 % 2. , \` �_r+ 1,.\ ,, € t \ r e, \ �,1 E , „, > 4,„,,,:t. \\ c 1 ,fl \\. ,`, \I D_ IMPERVIOUS AREA. 2,285 SF 0 0 3 2 POLYGON NORTHWEST (503) 221 -1920 CITY OF AN° 0395 041 2S1W6 Approved byPlanning TYPEECTNO.: CONSTRUCTION TYPE: CONSTRUCTION LOT 111 (R-7, MEDIUM) Date: 41 l'& SCALE REVIEWED BY: PRE RIVER TERRACE EAST Initials: CLZ 16806 SW BIRDSONG STREET 1INCH=20 FEET ROSEBURG FRAMING SYSTEM" - ;R PACIFIC LUMBER COPYRIGHT 2015 quality engineered wood products fortodaysbuilder' »: w:»�+� �.cmm These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. The plans maynot be re-used or copied,in whole or part,without written permission from Pacific Lumber u'm /II II l Comany,whih retains copyrights to,and ownershiof the plans.Use of tese plans by any other RIGI DLAM LVL RI GI DRI M- souoewcKnu ,M. ros.s moM,»eove ,»,�,�,,,,,,,,, , �»srnL�sounsw e�ocKs product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODUCTS R06alIAC+PORE1'Twant'ers :�� BEROETO�Lu ABOVE.°�'"" , I eenemc�aeno.a1. copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include / seLow TO rosr neove penalties of up Co$20,000 per work infringed,ands 100,000 per work infringed willfully. ►% `�II� RR FPI Jo sT �,�„ SIU i/u / CONTRACTOR NOTES: ,PES/6N NOTES: �1 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS » DESIGNED T MEET OR Fina.,wHi a��mAm -0 2)ALL FOOTINGS PER DESIGNER'S PLAN EXG EDT THE LIVE LOAD (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI'BLOOKING PANELS WITH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/4S0 NTS. N.Ts. 4)USE CAUTION WHEN GUTTING FLOORLOAD/N6: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEARWALLS 5LEEP/N6 AREAS: TN/5/5 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 5 16"O.G. 9-1/2 RFPI-20 e 1 6"O,G. START shear wall blocking placement and connectors ROOFLOAD/N6: FRAMING Purchaser responsible for approving this 25psf LIVE LOAD FRAMING HERE PATIONPATIO / HERE ayOUt prior t0 any construction. 11psf DEAD LOAD R1 R1 n ® CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH \ J3 J3 J3 J3 3 J3 J3 J3 J3. .3.13 J3 J3 J3 J3 J3 J3-3 J3 REVISIONS AS SHOWN \ ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVISED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE JB DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY R—a- ._.:--___.._--_ .— .___._.._.—__ OVER THIS SHOP DRAWING. By: Arnold R. lomon -1 J1 J1 J1 J1 J1 J1 J1 J1\11 J1 J1 J1 CT ENGINEERING INCDate:Oct.zs..09J1 -1 J1 J1 J1 J1 J1 J1 J1 J1 J1 �1J1J1J1JiJ1J1J1 R1 \ R1 J3 J3 X❑ CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED R1 R1 J"1 .. ---- JB1 - - -- - - -REVISE REV -- - ,, :' THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE '-- -'- WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE y FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN / I/'[ DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. R1/i" 12 2r. 2 J 2-12.»2.J2..2 Jp J2 J2 JZ J2 J2 J2,�r2 J By Rae Hauff Date 10/26/17 sl 011 R1 MILBRANDT ARCHITECTS / ' E B2 , / 4 -4 i R1 R1 G n , AJB2 ., : c , x » -1P2« / \\I I I PORGH PORGH I I IMPORTANT/ REFERENCE INSTALLATION GUIDE FOR ALL FRAMING UPDATED 10/24/17 KLH DETAILS AND I-JOIST INFORMATION PL 1 5-556 (BASEMENT) POLYGON 34 10.2 ADL-SG - LEGEND: Warlc• Material Width Depth Grade Qty GutLtl TotLt1 Pacufi3 ..uniber �� J1 RFPI-20 1 3/4 9 1/2 15 24 360 ( H ?--HANGER GALLOUT J2 RFPI-20 1 3/4 9 1/2 11 24 264 ®/ -SUPPORTING POST J3 RFPI-20 1 3/4 9 1/2 1 1 10 1 1 0 BASEMENT FLOOR JOIST LAYOUT pp Ot TRUSS C O M P A N Y 4 RFPI-20 1 3/4 9 1/2 1 12 _ 12 SCALE: 1/4"- 1'-0" ® -POST LOAD ABOVE J5 RFPI-20 - 1 3/4 9 1/2 2 2 4 R -RIMBOARD 5 1 RigidLam LVL 1 3/4 9 1/2 1.5E 1 10 10 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)353-9663 132 LB -LVL BLOC-KING JB51 BBLKG LKG RFPI-20 1 3/4 9 1/2 26 3 18 am LVL 1 3/4 9 1/2 1.5E 1 16 - 16 PLAN DESCRIPTION/NUMBER: POLYGON 34 10.2 A DL-56 JB -JOIST BLOCKING JB2 BLKG 1.15 LVL _ 1 3/4 9 1/2 1.5E 1 5 3 45 CUSTOMER: POLYGON J -JOIST C ALLOUT R1 OSB Rim 1 9 1/2 1 16 1 1 2 PLAN DATED: 10/21/15 B -BEAM(FLUSH w/JOIST) AccessorIes DESIGNER: KAM/L.HENDERSON DATE: 10/25/1 5 HDR -HEADER(BEAM BELOW JOIST) H1 ITHO 11950-or-ITT9.5 5 BBC?=BEAM BY OTHERS PL 1 5-55 6 BASEMENT FLOOR SHEET:1 of 3 I �� n PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM'" ;ma x�"° qualify engineered wood products la today's builder- 1 �� ,I' These plans and the designs are copyrighted in under Federal Law by Pacific Lumber Company 2014. °""' soup e�ocK au The plans may not be re-used or copied,in whole or part,without.Use of permission from Pacific Lumber RIGI LAM LVL RIGI RI M. rows Peon Asove„ 'qy,:,. ro eenwuceeLor+. Gompany,which retains copyrights to,and ownership of the plans.Use of[hese plans by any o[her•.�«m... INsr uLs0unsx eLocusroduct su lier other than Pacific Lumber Gom an Is StrIOtl\/� ;me-w�• _ _ `Airo . P PP p y y prohibited.Unauthorized use orROSEBORD fOAESiPpOOUGS xogwm�rovs>•vve�oUcrs G copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include \� / se�ow ro rosr Aeove •enalLles of u•to 620.000•er work infrin•ed,and*100.000•er work infrin•ed willful). ��ION 4 RFPI•JoIST V ° I 'DO ` III / MAIN FLOOR JOIST LA •UT a�f m, „•,-r SCALE: 1 4"- 1'-0" CONTRACTOR NOTES: DEC/6N NOTES: °` 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS Er:E ° F ff:Ir-,x°-:�q 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR -"°' (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA REPT BLOCKING PANELS WITH BEARING/ALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OFL/480 N.TS. N.T.G. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD START START SLEEP/N6 AREAS: FRAMING FRAMING THIS IS A PLACEMENT PLAN ONLY. 30psf LIVE LOAD This liii:RE Architectural/Structural plans.Verify allEATHATTHMENTNOTEIIIII \ I,\r B3 R1 R1 _ B3 f/{I X dB II 1 = / • 71 ' it i iiia:;i iAlc7iliiiii, �i�ra. � „ \\ ® CONFORMS TO DESIGN CONCEPT �I ,p ❑ CONFORMS TO DESIGN CONCEPT WITH 1 _1 ..1 J _1 _1 1 _ 1 _1 J 3T I 1 •I 1 I �I 7 I 1 ' y _i 1 �1 J1 1 .Ii .1i .Ii .Ii 1 .Ji J1 .1 REVISIONS AS SHOWN J J. J J _I J J J J - - - j1 1 1 ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE R 1 R.1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. By: Arnold R.Solomon Date:Oct.25,2017 • CT ENGINEERING INC .E L__LL J L___a L_,LBr,,.I-IL �L_J L__J L L...._ 54 L L. R1_ .L 3 L J ea L J L_.�4.... �5.__J L 4_J L_ L L L �L L J L...-�B_ LL_�__J L_._.1 ...-_Y T _-IF -- -- .. --1 i -- Tr 1 -.�._._.__.,. 7.v , - - � _ ❑X CONFORMS TO DESIGN CONCEPT _..I R 1 T'—Tr_ '1T1`_-'p-'r.-Tr_-_w...._�_,r�_T."_ . J- _6 ..1- J6 - - R 1 R 1 -6 _b6 _6 -o _b .,v ,6 ..6 5 ,6 _6 REVIS ONS NOTEDSIGN CONCEPT WITH I I I I ❑ NON-CONFORMING-REVISE&RESUBMIT R1 R1 ' THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 191 I-1 FABRICATORNENDOR OF RESPCNSIBIUTY FOR CONFORMANCE WITH DESIGN DRAWINGS.SPECIFICATIONS,AND APPLICABLE CODES.ALL OF WHICH HAVE IhilT -.6 ,- R1PRIORITY OVER THIS SHOP DRAWING. By Rae Hauff Date 10/26/17 MILBRANDT ARCHITECTS 1 J1 _1 1 J1 1 0,',2 R1 1i1„.. J. __-L._J 51 JB 1 J_ 1 R1 I B;Tr r - J 1 iii J3 I -3 s. J4 ' J4 IIM! _-' I I I I I 17- ilm PORCH FORGH I I IMPORTANT! REFERENCE INSTALLATION START TART GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION FRAMING i 1--I/8 RFPI-20 e 1 9.2"O.G. 1 1-1/8 RFPI-20 3 1 9.2”O.G. -RAMING HERE HERE LEGEND: PL 1 5-ss (MAIN) POLYGON 410.2 AOL-36 DOUBLE I-JOIST CONNECTION SPECS �--HANGER GALLOUT Hrk• Material WWI Depth r.em aq',c,•r.'.'rot Mtn vas a7 er 61 RJa4L.rLVL 1 5/4 :11 1/6 1.06 4 4 Filler blocking is not structurally rec{u- -•provided both 92 RI6faL.r.LVL • 5/a 11 1/3 1.33 6 6 ® -SUPPORTING POST 95 w6rpL,•rLVL + 5/4 11 1/B 1.3E i 6 20 I-Joists are continuously latera pported by & TRUSSCOMPANY ® -POST LOAD ABOVE e4 e13beAN a ,n ,+ 1/B 2,E e e ction to the she, - the top flange.In 05 eee AN 3 ,n „ 1/6 -,e e ° addition, TE Ja n the sheathing shall be positioned R -RIMBOARD 66 1ud .r'eL3 1/2 i+t T/6 zoe i 1C 10 Rt Ox Ree i+1 vb ,0 16 160 over the center of one of the two top flanges to assure 10515 SW ALLEN BLVD BEAVERTON,OREGON 97005 (503)858-9663 LB -LVL BLOC-KING J1 RMI-20 i 3n i 1+ 1/6 46 20 AGO shear transfer between sheathing panels. J2 RPR-2o 1 5/4 :11 lie 2; 14 26 p PLAN DESCRIPTION/NUMBER: POLYGON 3410.2 A DL-SG JB -JOIST BLOCKING Js RPR-20 1 3/4 i 11 1/6 1 26 , 26 ''.Hems.. 4 3311-205/4 i 11 T/6 2 6 12 - _ _ CUSTOMER: POLYGON J J -JOIST GALLOUT J3 RPR-20 3/4 :,11 1/6 2 16 42 ° `"" `°"° "" "` PLAN DATED: 10/21/15 46 19361-20 5/4 i t 1 T/6 15! 4 42 Requirement. on max min mm min max ' min ma, min mm B -BEAM(FLUSH w/JOIST) -J31 91AB 1,13 LVL 1 5/4 +1 1/3 1.33 23 I 3 66 HDR =HEADER(BEAM BELOW JOIST) wpsswrlee DIBL I-JOIST WITHOUT FILLER CONSTRUCTION a°`�' 1e 1e `" `" ` ' `" DESIGNER: KAM/L.HENDERSON DATE: 1 0/25/15 31 WI-11,►6-or-Ir„SB :2i Krs. z.- BBO-BEAM BY OTHERS 142 Mr 11.66 1e PL 1 5-35 6 (MAIN) SHEET:2 of 3 POLYGON 14"OPEN WEB JOIST @ 16"&19.2"O.C. POLYGON 34102 ADL-SG PL15-356 UPPER 10/20/2017 Products PIotID Length Product Plies Net Qty RM1 39-00-00 1"x 14"APA Rim Board 1 1 RM1 34-00-00 1"x 14"APA Rim Board 1 1 <THIS AREA 16"0.C. 9 <START 19.2"0.C.MERE46 RM1 24-00-00 1"x14"APA Rim Board 1 1 VE JOIS I I-OR HGR CONNEGODN 23-06-08 q RM1 12-00-00 1"x14"APA Rim Board 1 1 I - .las,FOR PLUMBING] 13-01-00 q791. RM1 9-00-00 1"x 14"APA Rim Board 1 1 MOVE JOISTS +/- 4" TO 3 ro RM1 RM1 3-00-00 1"x 14"APA Rim Board 1 1 't'--r-�--�--r-.-v- -a--�--.-�-c-'-v--n--er BK1 19-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 AVOID PLUMBING BM1 15-00-00 1.5 RigidLam LVL 1-3/4x14 1 1 1x H BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I - BM2 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 3 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 u '8r, BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 > q% - o o BM3 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 ® CONFORMS TO DESIGN CONCEPT o o 3 b t, J-L U- U- L` "- w jar/ BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 CONFORMS TO DESIGN CONCEPT WITH BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 � �u ❑ y BM15 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 REVISIONS AS SHOWN BN15 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 16 BIG BEAM 1 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORRIANCE cC BM7 21-00-00 7 X 18 BIG BEAM 1 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE BMB 15-00-00 3-1/2 X 14 BIG BEAM 1 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY A -, BM9 3-00-00 3-1/2 x 9-1/2 BIG BEAM 1 1 OVER THIS SHOP DRAWING. �/ _ CK1 , N 04-04 `s- c r � By: Arnold R.Solomon Date:Oct.25,2017 I_ BM4 HAIQCI r,g X12- D_-14--M'� i u ACCESSORIES QTY CT ENGINEERING INC Im m " OA TH017140-2 36 6- 4B Ill- ;RM1 II = �p _., =j. © HUC01.81/11 3 all 1x14 OSB RIM FOR SHEAR BLOCKING 28' -d -�_�_OL BM3 c TFL1714 1 X❑ CONFORMS TO DESIGN CONCEPT �_ -IBM3I _� 2 C LI CONFORMS TO DESIGN CONCEPT WITH I REVISIONS NOTED ,1... 0 FLOOR I OADING40 LL1S DL El NON-CONFORMING-REVISE&RESUBMIT J BK1=BLOCKINGRM1=RIM BOARD THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE i a' o 0 , WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE t LL FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN IBM3I__1. DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE =- 3' y PRIORITY OVER THIS Rae HauffWlNG. Date 10/26/17 ��O 1 - MILBRANDT ARCHITECTS �; Bit o I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN c I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. 1 - 'L` I FLOOR DESIGNED TO MEET OR EXCEED LJ480 DEFLECTION CRITERIA U- t- U-t_ I U II i:-i• ,cm _ I RM1 00 BM1 BM6 ,o MO o POR PLUMBING II' II: `I� I w" DO NOT: Loosen,remove,cut or notch any part of the open web joist. I Pacifi umber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET 8. TR U S S COMPANY SHEET 3 OF 3 0 - - w I C) wo -ai n m -% j `m0 ° co_ o o— � r- Do � �' o � DAG) co 0 y n D om 0 y co CD" z 2 N Z 7'-4" atir X ; I 1 v CD i 10'x" 9, 00 C1 I 20 v m a • / c)Eli rri � 0) ..< .. C2 3 om ICT I _ 4 7 _ 0. U N N �T J \ D m m m cn C l'C4 (2) ca o o o 10 1D2 $ ca w N mz 7_,1 m N ' \ • m 01 ' CD v D1 r ii > _ �D C. om o O m cz m �� + 1P j c o<7.mmcn-cm73>o it 1 .....:e.- -74 A! z oc�z�z�am G zmmczzm �c�� g11cncnmo -Em .+ 3 AZzpWmz0mc-mz w� .�+ OOzz ZD oc'om m D f Z7DZZTI C-7�-�Tm(��:il ommo mz�cnczo< g. c�7Jm�>mm -1�{o 1 \ CC) z<mzz0-'rr 00X0 - .. -mm 0 oc-immm Q. Amo , mz-IcDmm a 0��OCp�m�o0-1 p- X :U :L1 co N ? �0m� c JJam�,, M 2 CO n r N 3 a)a m Xi Q. S .Ii 71. C 2 I N Rn [.. 4'-0" 1 El v3 . _;:, I o re-og 17-5" I 38''10" ® CONFORMS TO DESIGN COO11 CEPT 0 6. X❑ CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH ? CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN o REVISIFOONS NOTED 111NON-CONFORMING- REVISE AND RESUBMIT 1 O rt 3 c ❑ NON-CONFORMING—REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE �i. :-.1WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE N THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY Z P FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN OVER THIS SHOP DRAWING. n) DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE -4 MEE c PRIORITY OVER THIS SHOP DRAWING. By: Arnold R. Solomon Date: October 28, 2015 CD By_ Jeremy Pfarr Date 10/16/15 CT ENGINEERING INC MILBRANDT ARCHITECTS