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Plans (390) MST D-0\ Cp C) ‘ C1 Lk S c�C-S ' ' . LEGEND: ss SANITARY SEWER Pacific STORM DRAIN DesCommunity -� �� I ��� I I �.. ��I I � Si.-W LINE WATER I �''! r\, ____ T`t — .z :k Uj 12564TigS 9 OMain 722 et MANHOLE s „t' _ I _ ' t CATCH BASIN DATE: 7/7/2017 ------..—...—... _ 333.4- �_� Y 332.7 —_--- —, __ _ 6 _ _________ - I REVISIONS -____,____-`"-""""”---- -- NO. DATE DESCRIPTION ___—......-42.0` -.._____ -_ ____ - -- — — — STREET LIGHT tf ..- _______ t, STRAW WATTLE PERIMETER 18.83' 1 1 1 t EROSION CONTROL 27.75' i — r �� FLOW DIRECTION ARROW 0 j %I11 I f — I I [1 \ uI I STREET SECTION, SEE 4_ 4. i © CONSTRUCTION DOCUMENTS li 1 1 \ ‘ i'l \I / \\ 66 1 1 ' , L 4.00' 1-•-- 3,780 SF z }; I I SETBACK SUMMARY 1 4.00' I / ; BUILDING: ! I FRONT SETBACK: 12' I '' ! SIDE SETBACK: 3' 3410.26RD `� STREET SIDE SETBACK: 8' 67 i o I FF=345.01 , c ' \1 65 / � � i E ill f I I BFF=336.01\ l II tt I FRONT GARAGE SETBACK: 20' ! L NT PORCH SETBACK: 8' I�MI/ --_ — io REAR SETBACK 15 , — �/�I —_ II■ � � - x REAR COVERED PATIO SETBACK: 10 r. —� iIi1 i� I_GARAGE -_� L — X38- ____ _ d_._._..Ii --339 ~-- --___--_ mi I _ ______--_-- N� Ian—__ - --_ __.�.___--I ! _��_ 34z -- — LOT COVERAGE —� I r__ t I — -- —I--� 6.00' — I _.._ ' w PUE, TYP. �i ' I RIVER UJ PORCH o 4 0 i " .— I LOT AREA: 3,780 SF _ — 20.00' 342.3:.. ....... ....... .. N _—_r.._->5. TERRACE I / BUILDING FOOTPRINT. -o1,443 SF EAST vos vor- , -9 90' 42'0 / , 'f COVERED PORCH: 135 SF 7,6 i 342 9 ,y COVERED REAR PATIO 0 SF 1 I o. , x i _ m / rj 1 \\ \\ CANTILEVER LIVING SPACE: 0 SF 'woo, (2) ROHANI EUROPEAN M 66 {/ / 5 BEECH / FAGUS a� 1111 �$ WATER METER \ OS \ DECK AREA: 200 SF PLOT PLAN N SYLVATICA 'ROHANII STORM LATERAL ; TOTAL COVERAGE: 1,778 SF o `--- 1 SANITARY LATERAL / /J 'c 22 Ca c``� SW LARKSPRING LANE /'�\ , \ f .\ � 47.0 % ---1+-1-L- ``'I __ o ....1 IMPERVIOUS AREA: 2,347 SF ci 0 H POLYGON NORTHWEST (503) 221 -1920 _ 2S1W6 Approved by Planning PROJECT NO.: 395-041 / __ate. �Z_1/_��1 TYPE: CONSTRUCTION 'f SCALE REVIEWED BY: PRE LOT 66 (R-7, MEDIUM) ,O 20 Li) 1nitlais= SC.. co RIVER TERRACE EAST SW LARKSPRING LANE , INCH=20 FEET 1 �rc� PACIFIC LUMBER COPYRIGHT 2015 ROSEBURG FRAMING SYSTEM- maw=v SYSTEM- ===== quality engineered wood products for today's builder These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. SOLI,BLOCK.ALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI D LAM LVL RI GI D RI M ,I/II ��' Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other ,I�, / ::EE orosrnaove product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODuerR R06EOUROF P TPRODI/lTIS --��,IIIC copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include \j \`�/" penalties of up to$20,000 per wore infringed,and$100,000 per work infringed willfully. � - 440P -JOIST ►i II� �� ROSEBURG FOREST PRODUCTS �y,. 1.11,"t �II� CONTRACTOR NOTES: DESISN NOTES: -w,..�to. 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR mmu6m.,v.x. au. .,,:-„.,�m,,,,W-.,�m,m ° (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOCKING PANELS WITH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 N.T.S. N.TS. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL psf DVA LOOD 12 SHEARWALLS 1 psf DEAD LOAD SLEEP/N6 AREAS: THIS IS A PLACEMENT PLAN ONL Y. 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 16”O.G. - - .1-1/2 RFPI-2O 5 15"O.G. START shear wall blocking placement and connectors ROOFLOAD/NS: FRAMFRAMING Purchaser responsible f or approving this 25psf LIVE LOAD HERE INC PATIO 1 I I PATIO HERE agout prior to any construction. 1'7psf DEAD LOAD 1 I R1 R1 MI MEMUM /I ' ' , , j ,I i _ 1 1, , ® CONFORMS TO DESIGN CONCEPT Js j- 43 3 Ju J= �s JO 4 Jp J3 Js JI3 Je isI 1I ❑ CONFORMS TO DESIGN CONCEPT WITH I REVISIONS AS SHOWN 1 ❑ NON CONFORMING REVISE AND RESUBMIT j '.. ,i THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ' -i WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE :_____1_,_._6!...,..,„--. I .. �� -1-• - .—000 — — FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE IJI J J 1 1 DESIGN DRAWINGS AND GPECIFICATIONS ALL OF WHICH HAVE PRIORITY 1 1 J 1 J 1 J 1 J 1 '.1 .� 1 J J 1 J 1 I III 'Il J 1 J1 1 J1 J 1 . 1 -J 1 J1 J% J 1 J i J 1 J1,', OVER THIS SHOP DRAWING. R 1 I' il -1 By: Arnold R.Solomon Date:Oct.05,2017 I I CT ENGINEERING INC 1 J£ 11 II EICONFORMS TO DESIGN CONCEPT jR 1 R 1 iI 1 CONFORMS TO DESIGN CONCEPT WITH .. REVISIONS NOTED J 1 6:44ii _ - — - -.._ � _- i- " •- � �i "i -'- i� --I � NON-CONFORMING-REVISE&RESUBMIT l jl � 1, gl ), THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE IIIit li WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE r1 r FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN lirikl, [,,,-nt ,A :72,2J J2 J3 J2 J' J2 J2 J TI DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE R1J a2 1 2 J2.1:2 - - - PRIORITY OVER THIS SHOP DRAWING. B I i B 1 _� R 1 Rv- Rae Hauff Date 10/26/17 I.2 II B 4 1 I MILBRANCT ARCHITECTS J R1 i •- , iR IRI 1 I 1 i;2 1 . L Jo2 1 - I'n N I I PORCH PORCH IMPORTANT/ I REFERENCE INSTALLATION I GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION UPDATED 10/24/17 KLH PL 1 5-357 (BASEMENT) /LEGEND: POLYGON 3410.2 Pack Y umber ( H >--=HANGER CALLOUT � Material Width Depth brad��� Tot Lt �';` Eg11110121EIMIEMIIMEINEMMIliEllEILMINEEIM BASEMENT FLOOR JOIST LAYOUT ® -SUPPORTING POST ® - MIMIZMEMilEall—mm11102131 & SCALE: 1/4._ 1'-O" TRUSS COMPANY MEM =POST LOAD ABOVE 0- - , 1MBEMEMBEEMM®® R -RIMBOARD ®- - iiMENIME11—©©•11=111 10515 SW ALLEN BLVD BEAVERTON,OREGON.11005 (503)550-4553 LB =LVL BLOCKING WZMILMIEMBIEMIZIELMIEMINIEE111111111INEMMEGIII PLAN DESCRIPTION/NUMBER: POLYGON 34 10.2 BDDL-SG JB -JOIST BLOCKING M:EMEINEEirilliMZIMEMBEEMIREMIEEMMMEM CUSTOMER: POLYGON J -JOIST CALLOUT m©m PLAN DATED: 1 0/21/15 B -BEAM(FLUSH w/JOIST) MIMCP13211111111111111111111131115EMIMEM=MiliEM HDR =HEADER(BEAM BELOW JOIST) --__-- DESIGNER: 144M/L-HENDERSON DATE: 10/25/15 BBO-BEAM BY OTHERS ®- ==©== FL 1 5-3 3 51 BASEMENT THO 1 7950-or-ITT 9.5 FLOOR SHEET:1 of 3 �wsF PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM'" quality engineered wood products for today's builder- "-"'F`°"'"'¢" a-ww � 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 RI GI D LAM LVL RI GI DRI M- M:�,°m r..ReW.. /II II �G Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other souv s�oc.u� vows vaon Heave ro ses souse4orv. I�I 1==„.. ,,III �xsruLsounsxeLocKs product supplier other than Pacific LumbertheCompany is strictlyprohibited.Unauthorized use or FOREST PRODve1i ROSFbai'O lORBirP'i'00UClS PP aosuueo copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include —�� /` union ro POST ABOVE. penalties of up to 820,000 per wore infringed,and 5100,000 per wore infringed willfully. %011 4�RFPFJolsT �1��,b III MAIN FLOOR JOIST LAYOUT -"" IR SCALE: 1/4"- 1'-O" CONTRACTOR NOTES: DES/GN NOTES: ea..,.. e. 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 7.74,7==-4,-,—.-, 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ..,.....-...,,,,,m- (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA REM'BLOCKING PANELS WITH BEARING CALL ABOVE _POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 N.rs. N.rs. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/NB: 5)PROVIDE PROPER SUPPORT AT ALL psf VOD 12D SHEARWALLS 1 psf DEAD LOAD START START SLEEP/NG AREA5: THIS IS A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD FRAMING\ �f ,FRAMING This layout is to be used in conjunction with 1 2psf DEAD LOAD HERE ~ HERE Architectural/Structural plans.Verify all (DOUBLE) 11-1/5 RFPI-20 @ 14.2"O.G. - (DOUBLE) 1-1/5 RFPI-20 5 14.2"O.G. shear wall blocking placement and connectors ROOFLOAD/NG: SEE SHEATHING NAILING ATTACHMENT NOTEIIIII -ING NAILING ATTACHMENT NOTENIII�� 1-O' Purchaser responsible for approving this 25psf LIVE LOAD 1{/I ayout prior to any construction. 1 1psf DEAD LOAD B3 R1 R1 B3 i_. hI=1 li i_.. ii:—_il .� _ I����i�ele"Tcsl�®��I�iii�ie�l��ln_zo_I�e��o — I I' i ' i iI l ® CONFORMS TO DESIGN CONCEPT 1 I I I I111CONFORMS TO DESIGN CONCEPT WITH I ' 1REVISIONS AS SHOWN I ❑ NON-CONFORMING-REVISE AND RESUBMIT 'I ., !1 I THIS SHOP DRAWING HAS BEEN REVIEIED FOR GENERAL CONFORMANCE 1 '''', I I ,. WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE J111 J .J ll 'I J J 1 -,1 11 1 J 1 1 1 Jh J J 1 IIFABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE J 1 J J+1 J,1 J 1 �1 J�� J�1 ,J J1 J'I J.7 �I -� -� J. .� _1 _.1J 1 J 1 J 1 J1 1 J1 J 1 .41 J1 J' J P '1 J J 1 .4 J1, � .� J i .11 J 1 J J J I J J 1 J 1 1 JI1 J1 11 J1 J1 J1 41 J1 J1 J1 J J1 J1 yl ll J1 J1 J1 41 J' DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP ORAW'ING. R1 j II II it 1 By: Arnold A.Solomon Date:Oct.25,2017 I iiI CT ENGINEERING INC II 1 1 I I ElCONFORMS TO DESIGN CONCEPT _ i, I _ I CONFORMS TO DESIGN CONCEPT WITH I ,, lI 1 ❑ REVISIONS NOTED I L �l L L L L i BSIi.L L L N : ` I 1 I - 1 I 1 I 1 0 NON-CONFORMING-REVISE&RESUBMIT BCS _, R 1 ;t. J B4_L O L L L IL O L -1 1351 L Ng L N l B ,, 1 r 11_ 1 1 1 1 - it l r 1 r l,r l r 6 J6 J6 r 1 r l'1 1 r l r 'r THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 16 J 1 Tr Jr 11 Tr 17 J6 Jai 6 J L J' WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE LLI L L D L L I I t L J BfzI.L L �I Ir 111 1 -IF R1 r it ', r it -IT 1,1211- lir -r h1 J 46 .11 6 J. 6 I 1 .I� J6 ..6 JS J' J6 J6 J6 J6 J6 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN - R 1 R 1 j 1 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE _ ""!rY OVER THIS SHOP DRAWING. IR 1 III i R 1 II LBy Rae Hauff_.. Date 10/26/17 MILBRANDT ARCHITECTS _ I L R1 J5 ..15 J5 J5 R1 I I III -11 jilt J1 J1 -1 I B. IB2 R1 11 I �1 LJ�1 JB1 11� - �I 1 FL �l F I ---7 Lrb 11 1 Y 1 J' i -5 J:• J4 .44 I 11 2 p -12 J I 1 I Fr PORCH PORGH IMPORT� REFERENCE INSTAL INSTALLATION START START GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION FRAMING—? 1 1-1/S RFPI-20 0 1 9.2"O.G. - 11-1/S RFPI-20 5 1 9.2"O.G. -N.FRAMING - -- HERE HERE LEGEND: PL15-MMSnIlMAIN) P yPaCifil. umber POLYGON 5410.36QPL-Xs_ /—� Hrk• Material Meth Depth braes Ot Gut Lth tot Lth DOUBLE I-JOIST CONNECTION SPECS ( H ?--HANGER GALLOUT p1 Filler blocking is not structurally required provided both X -SUPPORTING POST 99 RlgaLam LVL 1 9/4 11 1/b 1.5E 20 20 I-Joists are continuously laterally supported by O[e TR 1 V S C J t COMPANY 04 BIG BEAM 5 1/2 11 1/132.1E b b connection to the sheathing at the top flange.In J ,..1 ED -POST LOAD ABOVE d5 13I613EA14 5 1/2 11 1/9 2.1E 16 16 addition,thejoint in the sheathing shall be positioned 55 RleldLam 9 1/2 11 1/a s.oe 10 10 9 R -RIMBOARD R1 090191m 1 11 1/13 10 16 160 over the center of one of the two top flanges to assure 105 15 SW ALLEN BLVD BEAVERTON,OREGON 41005 (505)555-4663 J1 RPPI-20 1 3/4 11 1/a 45 20 900 LB -LVL BLOCKING shear transfer between sheathing panels. J2 RPM-00 7 9/4 11 1/8 2 14 26 /- PLAN DESCRIPTION/NUMBER: POLYGON 3410.2 BMA.-SG JB -JOIST BLOCKING J9 RPN-20 1 9/4 11 1/5 1 25 26 ""° °" CUSTOMER: POLYGON J4 WTI-20 1 9/4 11 1/9 6 72 J =JOIST GALLOUT J5 RPPI-20 1 9/4 11 1/5 2 16 - 92 .. k y� °"° �y'° PLAN DATED: 10/21/15 Jb RRPI-20 1 9/4 11 1/5 13 4 52 wore"w AU M. Min Me. M, Max mn M. Min M. B -BEAM(FLUSH w/JOIST) 491 BLK6 1.15 LVL 1 9/4 11 va 1.5E 29 3 69 ,w. ,n / - ,a ° r< . - rx , DESIGNER: KAM/L HENDER5ON DATE: 10/25/15 DBL I-JOIST WITHOUT FILLER CONSTRUCTION HDR -HEADER(BEAM BELOW JOIST) Auessorles NTs r +a r I r :a sa = _, BBO-BEAMBYOTHERS - HI MIT 11.aa-or-ITT 11.bb 22 e. 112 MIT411.88, 19 PL 1 5-35 I (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. S <START 19.2"O.C.HERE s RM1 34-00-00 1"x14"APA Rim Board 1 1 VE JOIST FOR HGR CONNECTION 123-06-08q RM1 24-00-00 1"x 14"APA Rim Board 1 1 VE JOIST FOR PLUMBING Q RM1 12-00-00 1"x14"APA Rim Board 1 1 IRM1� /- RM1 9-00-00 1"x 14"APA Rim Board 1 1 MOVE JOISTS +1- 4" TO 1--" r --0--17--3-1-- - --m---a— -- — --a--er-�—t— , - RM1 3-00-00 1"x 14"APA Rim Board 1 1 AVOID PLUMBING [ 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 J G ' ,- - BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 L:2' L o o E 2 o 2 2 LL 2 2 i 2 `' BM3 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 ® CONFORMS TO DESIGN CONCEPT LL I BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 a 88 v BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 El CONFORMS TO DESIGN CONCEPT WITH Z L L 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 2BM6 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 0 _AA MIN BM9 3-00-00 6601 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY If K1 _ aJJ_0 04� . OVER THIS SHOP DRAWING. ---I61V14I N� o L" --'--v12 -1 ' --we By: Arnold R.Solomon Date:Oct.25.2017 0 §' (a} / CT ENGINEERING INC 6A m RMmi / 6-11T 8 1�,.�( T -- _• - ACCESSORIES QTY _e_=a_r�_.���L� BM3 i� A TH017140-2 36 X❑ CONFORMS TO DESIGN CONCEPT IBM3I 2 O i Q HUC01.81/i r 3 oi DCONFORMS TO DESIGN CONCEPT WITH 1x14 OSB RIM FOR SHEAR BLOCKING 28' REVISIONS NOTED �fI © TFL1714 1 D NON-CONFORMING—REVISE&RESUBMIT IW co m o THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE I LUL L a. L L o � WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE IBM3--� BKS=BLOCKINGRMI=RIM BOARD FLOOR I OADING40 LL15 DL FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN - r r.J C� DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE oti�.u� j ' ' , PRIORITY OVER RaeHauHIS SHOP fwNG. Date 10/26/17 i u - • • - e 1 M1� I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN MILBRANDT ARCHITECTS L:i L SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I I BM U N =I Kt 1,,—, RM1 — . �' o m II Iris.' .mss 4 BM1I BM6 CO 0 I✓,OVE JOIST V a ' FOR PLUM&NG CJ III II-` -I' _� DO NOT: Loosen,remove,cut or notch any part of the open web joist. PacifiS umber JOIST WITH RIM SCALE: 1/4"=1'-0" on 24"x36" SHEET & TR U S COMPANY SHEET 3 OF 3 0 v m z W W o D m -% % — Orri —a Ao o -9rA �y oCo o3zi u i y ` omQ Z m z N Z 5'-5' -e, 13'-0' 39'�i Ts CD I °, 00 m a so 0n Z n co 0 0 } �' i a wm II so c. - 1N c ,1 C l y al P411 ,<\\\*-N<, a_ C C rn C J Q TS a CD Q o 0 0 —‘ 0 0 / Q y z N z y N ca. w N �. Nm 0) ^ y - T r to cli 01 9 N 0 Er 7 C_ J CD d Iv mpm0 m 'IP_ • < v_���cnm o o W O oco�vw_ mHm< z OGDz�z� m4. fl �mm�zzm�o�om ri; rncnu)m0—zpm O 0o0zmzD,�Ozz m D d ADZ o-OOo00x 6 ����DmZD�rzO r cr1- ED- �I OOOOr0Cr m y, JA ani zmm�zOmF mnZmo _L f •. ! / T 4 �� gig _, 7i O oc-Ic,mm 0 Dommzp3-xic�7Dmo C �rD���pomrvO� J 2 /�� . -r 00 o Ozco0 c �� A j z °owe cn IV v J n t V _•; o i— po cml, 1 & n: c 3 m ..,l su -a T Ch lsa it -a d I V' �I 3'$ L 38=10' - (.UNFUKMS I U Ut51UN (:UN(tl'I 10'2' •l =5" n CONFORMS TO DESIGN CONCEPT WI H s 52 REVISIONS AS SHOWN ^ 9 3 ElCONFORMS TO DESIGN CONCEPT NON-CONFORMING- REVISE AND RESUBMIT 0 c THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE w 0 CONFORMS TO DESIGN CONCEPT WITH .TI WI REVISIONS NOTED WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE v, FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 'l. 010 I 1=1 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. O WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE lin FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN By: Arnold R. Solomon Date: October 28, 2015 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE CT [NC I N C C R I N G INC PRIORITY OVER THIS SHOP DRAWING. By Jeremy Pfarr Date 10/16/15 MILBRANDT ARCHITECTS