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Plans (102) LEGEND: "'m .� ss _._.... . SANITARY SEWER Pacific f I, f 1` Irl ' I s; STORM DRAIN Desn Community _ Y Li,' 1' —WWATER LINE 1 11 — 12564 SW Main Street [ I ci) e MANHOLE Tigard,OR 97223 .- 322-...,,.,._ �_ ^1 - �- _ y ^mss— [I]503-941-9484 �_... -- ---327.1 - "'"� -329.7 _ ... I. CATCH BASIN DATE: 7/7/201 7 ``-- ' 42.0' — _ _� 1I REVISIONS �'. ~� JJ~-f � STREET LIGHT NO DATE DESCRIPTION J / f / l t i { i / 1 £ t r 1 — /— —18.83' i STRAW WATTLE PERIMETER R j f 1 EROSION CONTROL 1 1 27.75' t i � I l ;' ij-11 �- fI �- I �* FLOW DIRECTION ARROW rj ;£` f` I _ 1 I u � t r___ k STREET SECTION, SEE li ;' pi / i,I I CONSTRUCTION DOCUMENTS I 1 i 0 bq r 14.00' t (I 1 ' ' I li 3,780 SF I / I ' ;` / / I SETBACK SUMMARY 1 x4.00' BUILDING: # r _ i 3410.2ARD _ f / FRONT SETBACK: 12' 1 ; 70 / j` FF=339.91 /` 68 SIDE SETBACK: 3'111 `I E ;/ BFF=330.91 // I r'1) STREET SIDE SETBACK: 8' E1 _ ` I I 1 FRONT GARAGE SETBACK: 20' r` - rn-37B- -77 I-F- I r -_ --1 _ `__T-- -- I FRONT PORCH SETBACK: 8' N 1// -- -- - 329-~- -- I'- II - , .--- �-_I. $ "-" ~ I �__-__.'---- MINI - I 3i0 __ - -1"" ----GARAGE_- II I -__-- IN REAR SETBACK: 15' '� �- b� -- - I - ► REAR COVERED PATIO SETBACK: 10' -" -_-I 32----�-II I _ lel/ CV 111111 —� o m 336— "� _ Will j--------- f `; 6.00' 1P _ _ -_ PORCH 1 _- \ LOT COVERAGE I ; o PUE, TYP. ` JT ' \ o _` ooi`` \ I RIVER W J I ' 15.50' 16.00' 20.00' ; \ LOT AREA: 3,780 SF N - — -` `'- - - - - - — - - _339.1 _ —= TERRACE 3 — < _ , - 0, WATER METER 1 BUILDING FOOTPRINT: 1443 SF - EAST v i A ; _, 336.6 !/ / A �_ ® �,..` , _ \ p . A'___ � COVERED PORCH. 310 SF f <, , f� . 1N 1 COVERED REAR PATIO: 0 SF O r f f f �. 1 ( / �\ rn t , ; \ i ,N 141, y AA l ' i ' " `` .._._.I �/ f _ CANTILEVER LIVING SPACE: 0 SF 'Al,� I (2) RONANI EUROPEAN 1 69 c •s STORM LATERAL , bs i —cis B K , I / BEECH / FAGUS DECK AREA: 0 SF PLOT PLAN Li_ l SANITARY LATERAL-/ SW LARKSPRING LANE SYLVATICA'ROHANII' ; Si , i _` ._ I \ v v TOTAL COVERAGE: 1,753 SF o ---.%' 4 I '6 ;:� SS - a *v= SS ` v,` SSR -"r '1),.S /o+ i \ , \\ rcp i / ` \ s\ 46.4 % , EL- i s I J -'V� ��inI IMPERVIOUS AREA: 2,285 SF D_ U -4- o 2 cm' OF TIGARD POLYGON NORTHWEST (503) 221 -1920 a o C 13pnaiproved by Planning 2S 1 W6 PROJECT NO.: 395-041 O ,r�q �'� TYPE: CONSTRUCTION ew REVIEWED BY: PRE 77 CD LOT 69 (R-7, MEDIUM te` SCALE ) w J 0 10 0 p, S.l awa i.7e RIVER TERRACE EAST E, 1 INCH=20 FEET Q 16858 SW LARKSPRING LANE I ROSEBURG FRAMING SYSTEM" roW,-K,.a-a��,.R PACIFIC LUMBER COPYRIGHT 2015 quality engineered wood products for todav's builder- "°-""°"+`"`""- These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 5. o+c,rntcrNr SOLID BLOCK ALL Theplans maynot be re-used or copied,in whole orpart,without written permission from Pacific Lumber P /I/ I' ��j Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGIDLAM LVL RIGIDRI M ��, 1.!$ ee�ory TO rosr ABOVE product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or aoseruro FOREST rxanuers ROR8IRO FOREST PRODUCTS I _,III 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. / ll RFPFJolST �, ����� III CONTRACTOR NOTES: PES/GN NOTES: ,,,,,. ,„ 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ,Y,EZm,. w.,w mR"°"'" ° (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOCKING PANELS WITH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/480 N.TS. N.TS. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOFLOOR 1 2psf DEAD LOAD SHEARWALLS SLEEPING AREAS: THIS IS A PLACEMENT PLAN ONLY. 30psf 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-20 5 16"O.G. — 9-1/2 RFPI-2O 5 1 6"O.G. START shear wall blocking placement and connectors. ROOFLOAPING: FRAMING 1 FRAMING Purchaser responsible for approving this 25psf LIVE LOAD HERE PATIO 1 PATIOHERE ayout prior to any construction. 11psf DEAD LOAD 1 R1 R1 - __ 45:21_ I Wit- I� �I�I�I�IhISIESI®eIIIII=11111151:•111111:®:611111111,.r1.116111101.1119:-- 1 ;I ZI CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN -!6 J3 J3 - - , 3 J .4 -I, J3 4% J -I= J3 3 J J a ._i I II 1 'I ❑ NON-CONFORMING-REVISE AND RESUBMIT 'i ;I THIS SHOP DRAWING HAS BEEN REVIEWED FDR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 1 I FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE YIITH THE -T.,_ I� � -1 - II 1 .I _ I li _ _ I _ DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY- - ,.— ® I_ w. _,_r .I .�:®®,.I,su 1 1 �� ® N:—_� = OVER THIS SHOP DRAWING, J1 J11 �1 II I�: 1 By: Arnold R.Solomon Date:Oct.25.2017 51 1 1 J1 J1 J1 1 1 1 J1 1 1 J1 CT ENGINEERING INC J1 J1 J1 J1 J1 Ji 1 �1___1 1 1J1 „ 1 1'I I I 1 Il 1'II , 1 I I J5I J3 e I X❑ CONFORMS TO DESIGN CONCEPT I I I ) I II ❑ REVISIONS NOTEDSIGN CONCEPT WITH I. 1 R1 R1 1. , (, 1 Ei NON-CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE —'I $� WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE .�1 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN Ilk /�-`� $" DRAWINGS,SPECIFlCATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE 1 PRIORITY OVER THIS SHOP DRAWING. , Ill I II I •J r, .' 2 J• 112 J2 J• • J 2 J J2 J• JN2 J Jl2 J I=I=�I�'. l=HIiI��®� By Rae Hauff Date 10/26/17 R1 J 2 ® 1 �, R, MILBRANDT ARCHITECTS I I I I I B ;i II 41 . g J4 R, li -1 • I Iii • J62 I I I I I PORCH , PORCH 1 /MPORTAN T/ REFERENCE INSTALLATION GUIDE FOR ALL FRAMING UP GATED 10/24n7 KLH DETAILS AND I-JOIST INFORMATION PL 1 5-556 (BASEMENT) POLYGON 34 10.2 ADL-SG LEGEND: MrN • Material Width Depth Grade 5 GutLth T6tLt1 pacifi umber 0._. J 1 RFPI-20 1 3/4 9 1/2 15 24 360 HANGER CALLOUT J2 RFPI-20 1 3/4 9 1/2 1 1 24 264 9, � -SUPPORTING POST J3 RFPI-20 1 3/4 9 1/2 11 10 110 BASEMENT FLOOR JOIST LAYOUT & J4 RFPI-20 1 3/4 9 1/2 1 12 12 SCALE: 1/4"- 1'-0" TRUSS COMPANY 0 -POST LOAD ABOVE J5 RFPI-20 1 3/4 9 1/2 2 2 4 R -RIMBOARD 51 RlgicLam LVL 1 3/4 9 1/2 1.5E 1 10 10 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 LB -LVL BLOCKING B2 RigidLam LVL 1 3/4 9 1/2 1.5E 1 16 16 JB 1 BLKG RFPI-20 1 3/4 9 1/2 2 6 3 18 PLAN DESCRIPTION/NUMBER: POLYGON 3410.2 A DL-SG JB =JOIST BLOGKING JB2 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 15 3 45 CUSTOMER: POLYGON J -JOIST CALLOUT R1 0313 Rim 1 9 1/2 1 16 1 1 2 PLAN DATED: 1 0/2 1/15 B -BEAM(FLUSH w/JOIST) Accessories DESIGNER: KAM/L.HENDERSON DATE: 1 0/26/15 HDR -HEADER(BEAM BELOW JOIST) H1 ITHO 11 950-or-ITT9.5 5 850=BEAM BY OTHERS PL 1 5-3 5 6 BASEMENT FLOOR SHEET:1 of 3 PACIFIC LUMBER COPYRIGHT ROSEBURG FRAMING SYSTEM" . �° qualify engineered wood products for today's builder- 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 RIGI DLAM LVL RI GI D R I M builder- ---,,,,,.., �� /I/ I' ��I company,which retains copyrights to,and ownership of the plans.Use of these plans by any other "e;�" product supplier other than Pacific Lumber Company is strictlyprohibited.Unauthorized use or ,I�I •��•• BELOW pPP yRes6suca FOREST PRDDvcra Roa�ImTo roMe�rPVDDucrs -�IIIC copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include \j `�/` penalties of up to$20,000 per work infringed,and S 1 00,000 per worK infringed willfullU. / �% O aRFPI-JOIST : ►; ;�Ilr604ieQO POPOT~DUCTS L' 11 III MAIN FLOOR JOIST LAYOUT "¢""" i/\, SCALE: 1/4"= 1'-0" CONTRACTOR NOTES: DES/6N NOTES: °°"m..e,.. 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR `i' lii u.:.'..,005=m"'—'''''ni, (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOCKING PANELS 511TH BEARING MALL ABOVE _POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/480 N.rc. N.T.S. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FI-00R LORD/NB: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD START START SLEEP/N6 AREAS: THIS FR MING �J �� ! FRAMING ayout i to be used in c PLANONL Y. 32ppsf DELIVA DOD This layout is to be used in conjunction with 1 2 sf DEAD LOAD HER HERE Architectural/Structural plans.Verify all (DOUBLE)11-1/3 RFPI-20 5 19.2"0.G/. (DOUBLE) 1 1-1/8 RFPI-20 5 1 9.2"O.G. shear wall blocking placement and connectors ROOFLOAD/N6: 1-O" I SEE SHEATHING NAILING ATTACHMENT NOTEI NII SEE SHEATHING NAILING ATTACHMENT NOTEIIIII 1'-0" Purchaser responsible f or approving this 25psf LIVE LOAD -� / ayout prior to any construction. 1?psf DEAD LOAD B3 R1 R1 B3- 1/{ II I I III 11 I' I I I I I ® CONFORMS TO DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT WITH I ..1 1 J! J t II J J�I�1 J 1 11 JI1 J1 1 J!1 J 1 ,J i 41 J.1 1.1 ! ! ❑ REVISIONS AS SHOWN 1 .J1 J1 J 1 II J1 -p .JI J T Jp -! •i - J1 J1 J1 J1 -1 1 4'11 -11 J1 J1 1 J1 41 J 4 JI J .J J J 41 J1 J .4 JI J , JI' J 1 y11 .11 J1 1 41 _1 J1 J1 41 JI1 �1 41 41 Jl J1 ..1 .�I1 41 J1 J1 ❑ NON-CONFORMING-REVISE AND RESUBMIT I IIS 'I 1 ; 11 '� I I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE R1 1 II, 1I ! 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE j I� ! II FABRICATOR/VENDOR OF RESPONBIRILITY FOR CONFORMANCE WITH THE I I 'Ii .II DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY I ! 1 OVER THIS SHOP DRAWING. I I.! I I. By: Arnold R.Solomon Date:Ott.2R 2017 II.. !I I I' i '' 'I. ' CT ENGINEERING INC Ili ' ',. _ L L J L _IL JIIL J L J JIIL J L -111- JI Al ., -.11 1_. Bbl.I�_-J L J JL$41----- E rl$Si L __ ' • f---I•I- _ r i r 1 r 11 1 r r 1 ❑. CONFORMS TO DESIGN CONCEPT -I� r I 1 r r�,�b r T r , R 1 R 1 }r TIr 1 r r r- 1 r ❑CONFORMS TO DESIGN CONCEPT WITH L �IL J L J L J B54� JIL J L J J L J.'$4i1L J L J L JIL J L J,L J r 1r 7r �r r11r 11 rr r1r 1 rr 1r rr 1r R1 � I R1 �trr T'Ir if 'r 1r � 1 6 J6 -5 -6 Jai - 4,6 J6 - J6 6 6 1 I J6 J 6 46 J6 �J J6 J- J6 J6 JI REVISIONS NOTED .. 'i ,I I • � III 1 III ._. _ 1 I �I 0 NON-CONFORMING-REVISE&RESUBMIT R 1 li I'I a I` R 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE I WITH DESIGN CONCEPT ONLY AND DOES NOT REUEVE THE R1 I I '., 1 ! FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS.SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE R 1 JS J5 JJS R i PRIORITY OVER THIS SHOP DRAWING. I By Rae Hauff Date 10/26/17 II MILBRANDT ARCHITECTS J1 J1 J J1 I J 1 41 F I I 1 B $a2 R11 51 - I JL JL JII.1 B1 JIL J.',L I. _ ' R1 BMMl lIr$11r131-ITh 1 Il JII3 \ J'3 1 44 J4 44 J4 I! IC I - 1 12 JP -'F I • ! 1 I Ir POR PORGH III''... 4 1L71 __. )_,..13. -t'. - I I IMPORTANT/ • REFERENCE INSTALLATION START START GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION FRAMING/- 11-1/8 RFPI-20 5 1,1.2"O.G. 11-1/8 RFPI-20 4'1.1.2"O.G. \FRAMING HERE HERE LEGEND: L i P15-s5e(MAIN) pire�Cb�� PL 1 3417.2 ADL-36 ilk DOUBLE-JOIST CONNECTION SPECS ;Ark• Material redN Depth Or OW Gut LN Tot Ltk H =HANGER GALLOUT 7.7 I n, 6.1210-I6.1210-I6.1210-Inn LVL , 9/4 ,, ,/e ,ea 4 , Filler blocking is not structurally required provided both ® e2 RI21d_r•LVL 1 3/4 1 1/6 1.aF 6 6 w /n S SUPPORTING POST w ,u3,d_a•LVL 1 9/4 11 ,/e 1.55 20 so I-Joists are continuously laterally supported by TRUSS J '; COMPANY 54 1316.1334145 1/2 11 1/6 Al!. a e connection to the sheathing at the top flange.In }a ED -POST LOAD ABOVE I es 1914/1914/19444AAa 1/2 11 1/e 2.13 "6 1J0 addition,the joint in the sheathing shall be positioned 98 RfgW-am 9 1/2 11 1/6 2.05 •O 10 R -RIMBOARD R, ODs R6• 11 1/9 ,o •6 tea over the center of one of the two top flanges to assure 10515 5W ALLEN BLVD BEAVERTON,OREGON 41005 (503)858-9663 Jt 51941-20 PI-20 6/4 11 1/6 45 20 400 shear transfer between sheathingpanels. LB =LVL BLOCKING J2 ICP/I-20 3/4 11 1/e 2 •4 2e /' PLAN DESCRIPTION/NUMBER: POLYGON 34 10.2 A DL-SG JB -JOIST BLOCKING u3 Rv Fn-2o 3/4 11 6 1 2e 2e °n„° J4 RPM-20 3/4 11 1/432 6 12 ,,,eat,, ,„ <„a <.110 „< .,_„< CUSTOMER: POLYGON J -JOIST CALLOUT JS RFn-20 3/4 11 lib 2 •6 32 xbIsm.re PLAN DATED: 10/21/15 J6 R149-28 9/4 1t 1/8 15 4 52 '•� Requirements u,:n Mu Min Max M:° Max ren Max M:„ Max B -BEAM(FLUSH w/JOIST) .-121 DLk6 1.19 LVL 5/4 11 1/0 1.52 23 3 64 < 1n a :n < ea < ea ee ROM =HEADER(BEAM BELOW JOIST) Accoaor,a• DBL I-JOIST WITHOUT FILLER CONSTRUCTION DESIGNER: KAM/L.HENDERSON DATE: 1 0/28/1 5 41 141711E6-cr-ITT11bS 22 N.Ta lati or 1.2d 2 1e r 1a r 2a 2 2a 2 2a 550-BEAM BY OTHERS is Mir4,1.ee P L 1 5—3 5 6 (MAIN) SHEET:2 of 3 POLYGON 14"OPEN WEB JOIST @ 16"&19.2"O.C. POLYGON 3410.2 ADL-SG PL15-356 UPPER 10/20/2017 Products PlotID 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"O.C. START 19.2"O.C.HERE4,6 RM1 24-00-00 1"X 14"APA Rim Board 1 1 / •VE MIS r FOR HGR CONNECTION I 23-06-08 9 RM1 12-00-00 1"x14"APA Rim Board 1 1 k •VE JOIST FOR PLUMBING 113-01-00 q RM1 9-00-00 1"x14"APA Rim Board 1 1 RM1 � MOVE JOISTS +1- 4" TO RM1 3-00-00 1"x 14"APA Rim Board 1 1 r AVOID PLUMBING 19-00-00 1.5 RigidLam LVL 1-3/4x14 1 1 C-4 { BM1 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 Or ' 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 LL BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 o o o ,2 o o ? o o o� A BM3 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 ® CONFORMS TO DESIGN CONCEPT L L- - `` ` LL LL LL. 3 BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ❑ CONFORMS TO DESIGN CONCEPT WITH o # ,<, BK1 4 00 1.5 RigidLam LVL 1-3/4 x 14 1 1 REVISIONS AS SHOWN " "- '` LL LL L` BM15 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 13M5 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 CONFORMANCE K BM7 21-00-00 7 X 18 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 ROTH' THE 0 A M�� BM9 3-00-00 3-1/2 x 9-1/2 BIG BEAM 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY �7�, OVER THIS SHOP DRAWING. I I K1 _ _� � Yt_--0 y CO_y nc- By: Arnold R.SoloBon Date:Oct.25,2017 IBM4I R —10- o - -`�12�-1z ` � ACCESSORIES QTY I CT ENGINEERING INC m; O TH017140-2 36 � BM3 m RM1 II © HUCQ1.81/6-k. 11 3 �� I f =- C« =-� 1x14 058 RIM FOR SHEAR BLOCKING 28' _=._413___A_ c El CONFORMS TO DESIGN CONCEPT —IBM3I __ Y TFL1714 1 ❑ CONFORMS TO DESIGN CONCEPT WITH I ,� c REVISIONS NOTED f I FLOOR LOADING40 LL1S DL ❑ NON-CONFORMING-REVISE&RESUBMIT CC - BK1=BLOCKINGRM1=RIM BOARD THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE cS, c DD cCm t.;T WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE Lei.! 'ii_ cc i tai a FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE f1- BM3--� PRIORITY OVER THIS SHOP DRAWING. I�I'.u� . 1 s I° s ° By Rae Hauff Date 10/26/17 u MILBRANDT ARCHITECTS e I i7s s I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I C' ..1 ,I LL LL I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. 2 co o o: O RI - -10 Co PW a CA o -0 D rrl � zjQ °m o. o o � r • CD CD O D =I O H y > o m O = N z T-4' 39'.5' v ai CD � 10".6' li C1 v o a i� Z / r C z — _ ✓ o ► .-. . ' �' � It C2 C2 co O � k.„,..,..140.c co -r — � y \ C4 (2) D_ r m c vii �_ J W W m a N) \ \ ) \NN m , � —•- - � \ CI) dgu -.-- --- - m cn p--� CD o , a , ii > I- le p, o .„ D 4. co / ...11. 0 � el * N 2vm� (n v vv QZSmZ - COm m mmOzZO .• • T,„wvm0-2(TmE J ha 3 73ZZOOvrm3mmnmz O OpG�ZOZD 0cOo / X MO-ImM—1 '//// -IDzzO Ov d Om)mO mZACCZ< J. I OOOOr Cr m o z<mZZO�mn- .. _m7.7�OTvc-iOmm w G. xmo0ZmC CII Z_Ic���777Zm° I- a. _ro0_Co mrv0-I . r C ID 000cn AcoW p)Cf ,i 6)167 r inkuil2 c CD -i 7 o. C _■ I I i • 71 C y Mil41-0' 1 El C7 � o 01-F4'-0" 4'-0' 13'-5' I 38''10' z CONFORMS TO DESIGN CO4CEPT XD CONFORMS TO DESIGN CONCEPT 1=1 CONFORMS TO DESIGN CONCEPT WITH s REVISIONS AS SHOWN ❑ CONFORMS TO DESIGN CONCEPT WITH ElNON-CONFORMING - REVISE AND RESUBMIT n3 o REVISIONS NOTED 0 v ❑ NON-CONFORMING—REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE c 1 WITH 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 C1111 p FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN OVER THIS SHOP DRAWING. N DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE -ti c PRIORITY OVER THIS SHOP DRAWING. By: Arnold R. Solomon Date: October 28, 2015 °' By Jeremy Pfarr Date 10/16/15 CT ENGINEERING INC MILBRANDT ARCHITECTS