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Plans (72) 1 4 l 317 5-54.i AS4.4wtrikc Tr•/ ri5 / 7 —06/i 7 LEGEND: SW ROY ROGERS ROAD 55 — SANITARY SEWER Pacific Sc STORM DRAIN Community Design PLANT STREET TREES: _ w WATER LINE 2" CAL. KATSURA TREE/ FUTURE CURB AND GUTTER, TYP. MANHOLE 12564 SW Main 9i223et CERC I DI PHYLLUM SIDEWALK ITI 503-941-9484 JAPONICA, TYP. CATCH BASIN i DATE: 10/06/2016 _ -~ — STREET LIGHT f 7.50' i REVISIONS � I, - 1 �; - STRAW WATTLE PERIMETER No. DATE DESCRIPTION 10.00' PUE r' LANDSCAPE TRACT- - _ - _ ----- EROSION CONTROL _ — — — 'z - — STREET SECTION, SEE _ — I ' i' / ' 0 1 9 I i, .' 8.2T ' j / ,` 1 CONSTRUCTION DOCUMENTS 12 5 l I\ 298.5 �t ( _ ; I€ �� �0. 2 97. mmmi O. PillillIHk2 SETBACKSUMMARY } - II = — � Ehi _ , _-1 .11r �� -r - FRONT SETBACK: 12' I I I II I 1 , /' _ REAR SETBACK: 10' I / i I I G ' 11 I 'i COVERED PATIO: 5' ,I / 4 ! BUILDING: 1 in i; — SIDE SETBACK:* 0' ' N I_ 4PLEX-E7B -I 1 1__, ii GARAGE SETBACK: 20' Y —'— ' "�� I UFF=304.5 ' I PORCH SETBACK: 8' E II 1 GFF=295.5— 1 1 ® " .__... . C.3: I I 1 ‘ I i I I i�„ l 11 i I I 1 i * FIRE CODE SIDE SETBACK: 3' 0 161 TRA C 162 163 1 164 165 , I1BRACT D 16 167 ho / I I li .D 1 —1I i J 1 0.00' 1,604 SF�, �I��4.00' i I' h 0 ,csi 1 I I FRONT 11 o / � 1 I j / GARAGE —I I G LOT COVERAGE: __ r 1 os — _—�1- -- 1 _—__ /"Z.S7,20/ 7 —OD& 7 LEGEND: 1.1....141M1 . Paci fic SW ROY ROGERS ROAD SS SANITARY SEWER 1 Community SD - STORM DRAIN PLANT STREET TREES: Desiim w WATER LINE - FUTURE CURB AND GUTTER, TYP. 1 12564 SW Main Street 2" CAL. KATSURA TREE/ 74.) e MANHOLE Tigard,OR 97223 CERCIDIPHYLLUM SIDEWALK :,1 [T] CATCH BASIN 503-941-9484 JAPONICA, TYP. .. I M DATE. 10/06/2016 A ' 'N 007 i \ 7.50 ------___ / 7--- - -- ,-- ------ ------ _ E )*. STREET LIGHT i REVISIONS 10. ' — -.N \ PUE I , ,A„ , I cDc,=:D STRAW WATTLE PERIMETER NO. DATE DESCRIPTION LANDSCAPE TRACT- isummommaimirimi ,----_ vmmmeumimumammai'- EROSION CONTROL , z ,/- _ ---1-----_ ,)---, ,- 1 -----„tz,- i ,- - - co. _ STREET SECTION, SEE , _ I i / / - /298.5 I I' 177 cl-', 8.-17 I 1 I—7 ri-7--- — I / , ,r // 12.5g\ 297.2 / \ / \ , . / \ / CONSTRUCTION DOCUMENTS ,. , , A / // / , \ - i ......IIIMMillIMIIIIiliiiiilliWre nkillIIIIIIMIIIIIMIlill -23'1. — ,'-efai _ r...-..MN WO' C,. „TIM - — __-- iiVaillr ---zz NI it i rn NW __-- ...91 --- -=A i-gr- -: SETBACK SUMMARY --- -7 - i211.mil--— _,_v_---------r — — --------- ---7 FRONT SETBACK: 12' ,r- Al. i 1 I I 1 1 °1 I 1 1 REAR SETBACK: 10 • 1 i 1 i, I I ri I P 41 ' 1 I ri 1 / COVERED PATIO: 5' ,1 1, I BUILDING: 01' 1 I En 1_ 11 1 ! SIDE SETBACK:* 0' 1 1-1 1 /_ I , 0 1 4PLEX-E7B L- • 0:0 — GARAGE SETBACK: 20 -5-- — . 1 , / 1 UFF=304.5 ' i , 1 PORCH SETBACK: 8' 1 E 1 a 1 r.-a . 1 GFF=295.5— 1 I I "— I ! in / ! II I I * FIRE CODE SIDE SETBACK: 3' -:r 0 1 161 IRA C 1 162 163 164 c:= 165 , 1 ORACT D ' 16s 167 I i I / I — 1,604 SF j C\I O.0 0' I--.11--4.00' irl' FRONT 1 51 1 / 1 t GARAGE -1: , 1 1 LOT COVERAGE: / I 1 I - I lie — _ i_ _ ' 1 w _J-1 r -II — 1_ 6.00 - II --7r- , - r --1- p-- --- -,_- =_ I __,ri-r- ,40 .T -- II , ig I______ ____ / I I LE ° PUE ati — 1 o __I _ _I--- , [o o IA _ —1-1j1 I _____ _I ___ ____ LOT AREA: 1,604 SF •• / astiwah,_ _ _ 20.0g moo* : RIVER 1 _._ ___ ___ BUILDING FOOTPRINT: 651 SF r _ _ __I v.) / — _ ___ _ . _ TERRACE 1 _ i \,----- ---' 0 , , ,,, \ _— — \ .....0.1.-..........~A.0......... .....I.A4._.,......,.... .........4. -o COVERED PORCH: .v.r1c_.o_Il.•'>! -.41I*--1-1ffPe1i.—111—em1, 111*lM1-is11.lI1i-.71ff111/012ri/AiimFoAmmlIicIIIIIisTMIINik.. 1171"1-i--11ii1l1i11f 219"41sa7111 1Eir/FW= IIII1 IL Il293ii3firdmlili rmarnifamifiimmir ! CANTIEVER LIVING SPACE: 104 SF NORTHWEST \ COVERED PATIO: 0 SF SIDEWALK ANN . -- 111111111.1 --.....- EY , M i,i1 „_ 0 DECK AREA: 92 SF .0 WATER METER , 7C7a,N.9•2__)-I ,,0 ss ,CIS 1Il,., vk• GS A SS gilla,v \ S* S‘ LOT 165 SW AUBERGINE TERRACE 32.00' SANITARY LATERAL / STORM LATERAL TOTAL COVERAGE: 882 SF PLOT PLAN N o -- - _ , ___ --- 55.0 % os , 0. ......2 , N N \ IMPERVIOUS AREA: 1,098 SF O / cT_ FJIIIICIIIIIIIIIIIIIIIIIIIIINIIIAIIIIIIIIIIMIIIIIIIIIIIIMIIIIINMIIIIIIIIIIIIIIIIIIPMIIIIIIIMIIIIIIIIIIFSNIIIIIIIIIIIIIIIIIIICMIIIIIIIIIIIIIIIIIOSIIIMIIIIIIIIIIA .. UNIIIIIIIIIIIIIIIIIIIMN '5 CITY OF TIGARD b AIEIOIIIIIIIIMIIIIIIIIIIIIIIIIVAI- 111111111111111WA -4- , Or — r 'V - ,\,„ , _ -- , _J--- , P NI ARIVER TERRACE NORTHWEST (503) 221 -1920 Date:provedby ing (S) Initials: ______--_ PROJECT NO 395-037 0, Rli_anc TYPE: CONSTRUCTION p 2S1W6 SCALE REVIEWED BY. PRE CO LOT 165 (R-12, ROW HOME) 0 co a) cy. RIVER TERRACE NORTHWEST 10 20 13178 SW AUBERGINE TERRACE 1 INCH=20 FEET z CONTRACTOR NOTES: C PATIO CONDITION ../ ONDITION / 1)VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNERS PLAN (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNERS PLAN CONG.STEPS CONC.STEPS CONC.STEPS GONG.STEPS (UNLESS NOTED OTHER WISE) 4)USE CAUTION WHEN CUTTING MIMil In= MIN FOR PLUMBING - - _ - — 5)PROVIDE PROPER SUPPORT AT ALL Tiiiiiiii—eiMM7Ammi5.niMiiiii� IluiiMiii�i—Iiiiiri _�icuiiii�ll Iliaigaiaiiiill •�—__ _i �:i�i�iill I{�i iii=��i%__—___�_i�ieuG�i . SHEARWALLG .� j THIS/5 A PLACEMENT PLAN ONLY. II Il This layout is to be used in con junction with ji It Architectural/Structural plans.Verify all 11 _x- -'-' shear wall blocking placement and connectors 'urchaser responsible for approving this LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING ayout prior to any construction. PONY WALL PONY WALL PONY GALL PONY WALL DES/6N NOTES: THIS FLOOR SYSTEM WAS DESIGNED TO MEET OR • EXCEED THE LIVE LOAD DEFLECTION CRITERIA �**DECK CONDITION*** ® CONFORMS TO DESIGN CONCEPT DEFLECTION ❑ CONFORMS TO DESIGN CONCEPT WITH FLOOR LOAD/N6: REVISIONS AS SHOWN 40psf LIVE LOAD El NON CONFORMING REVISE AND RESUBMIT 1 2p5f DEAD LOAD PI-1/2 RFP)-20 1 6"O.G. 9-1/2 RFP)-20®16"O.G. 9-1/2 RFP)-20 1 6"O.G. 9-1/2 RFP)-20®1 6"O.G. SLEEP/NS AREAS: THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONBMITCE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 30psf LIVE LOAD FABRICATORIVENDOR OF RESPONSIBILITY FOR EANCE WITH THE 1 2p5f DEAD LOAD R1 RI R N R, DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY �-i---yV r- �i I r r ——'—!T—'--I '�1�__f— ,� II__au 7• �a- OVER THIS SHOP DARNING. ROOFLOAD/N6: F ll !� I I By: Arnold R.SoloRon Date:July 18,2016 26 sf LIVE LOAD I I p 3 R, CT ENGINEERING INC 1TpSf DEAD LOAD R, a iI 1 I — I 1 4, ! I I 1 , i ! ._u. ❑X CONFORMS TO DESIGN CONCEPT ''d`di i ! I - J�' Ei CONFORMS TO DESIGN CONCEPT WITH - Ri _0, .i3 _3 1 _3 J3 _3 /3 /3 1 1 _ -3 _3 .�3 � �f 1 L I 1 ( I I I� II 1 REVISIONS NOTED _ r i 3 3 3 R J _ 1 ; ; I' ! _-i e.-=_ El NON-CONFORMING—REVISE&RESUBMIT "`�`""""`:�w1"`"`P V"ue == Jh , J1 ' ' r 1 THIS SHOP DRAWING HAS BEEN REVIEWEDANDFOR GENERALCONFORMANCE ".. ` 1 li ! ! WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I, 5 kiriFABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN C i rte.„ R1 1 1 .---,,;,l --- ---- • - „t,,,,,,a, I s P-,,,,t,,,;.trtJ, 'F ✓-` R' DRAWINGS,SPECIFICATIONS AND APPLICABLE CODES.ALL OF WHICH HAVE \� I "M 1 II HL�R3 it 1 HDR3 I I PRIORITY OVER THIS SHOP DRAWING. �-, } } - I! — -:--_ -.. -, 6 R, ' Ti— By David R Burnett Date 7/20/16 yOIL R, !HDY1 1 r �h 1 _1 .w _a J1 _v _T .4 jl -7 _..i.- H._ �1�1' �` ,/ 1 ! Bat 3uII I Zp MILBRANDT ARCHITECTS -w,e/ �( Q R21 ! ;; I !I ! _�L -_ ! 1 r rn wz�p I I nk- I Ir�rn3 u�i zz I I I 'i 1 1 ! RI 1 I m m -"`"'°' oe'- "'''"" ---1 ,: R, R1 l' . RI 1 R1 R, -6. -3 OB RM.BLOCKING PANELS WITH BEARING WALL ABOVE 1 06 ! I 1 '1 I ! N.T.S. il1 F. ;t 1 52 R2 1 ! II ' 3 „, ! I I 4I �L�BLOCK ALL 441 ';g$ETEV12=1'17 4�d 2 3 J `I 3EL° 7DPOST ABOVE . H 3 T E I t I INSTALL-I - _ TIE, i 1 g l O RT a Jk 1 a l��� 4 6�a+;p _� J3 JR _3 e s k?BT _ _3 {nab j BT B7 ®a! 7 4tr1 I $ 0, 0� I � ! L 42 J� ,d ! R2 k J Jt R2 , ; I ) I2 I i I III • I •3 °R2 RV.' (I I 7 POST LOAD TRANSFER DETAIL R2. .( I , ItI HII�R3 HDi3 1D_7 3 'L L I'tB1L L:.--a-:7*.-7-. w. - .. - y q,,., _1 1:k: e,D .3-, ..._.. I -7.- 1 j R1 RI H�:-2 B10 H�'f2 I R1 R1 L.... 1 I1 II I I I 11 3 - - - j n,,}5 ,, 3 II 2 d ®-----® J - -� IMPORTANT./ I ....*FOLLOWING MATERIAL LIST COVERS EITHER COMMON a"" I REFERENCE INSTALLATION FL 16-3 19(MAIN) (LOTS 162-1653 POLYGON AMERICAN MODERN 4-PEEN E-7(B)K-7(13) GUIDE FOR ALL .r.[. material Width Depth bred* deg cuTOL Lth DETAILS AND I-JOIST INFORMATION 1.75 LVL Rim 3/4 9 1/2 1.5E 20 GA 550 R2 055 Rim415 80 HDR,;&G BEAM 5 11 7/B 2.1E 16 64 1982 Cascade 5.1_24F-V4 3 1/2 , 1/2 Fb-2400 2 14 28 ;,~- Cascade 5.L 24P-V4 3 1/2 1 1/2 rE12.2400 6 12 73 a1q LEGEND: BR9 Rigid..LVL 1 3/4 '/2 '.5E 2 4 o Pack a$ umber 82 RIbleLam LVL 1 3/4 2 E a 2 e 3 RlgidLamLVL 1 3/4 1/2 1.5E a MAIN FLOOR JOIST LAYOUT �-� 84 BIG BEAM 3 1/2 ,/2 2.1E 2 1 12 (H }—-HANGER GALLOUT e5 R,gldLem LVL , 3/3 ,/2 ,.sE 2 ,2 24 �/ B6 &G BEAM 3 1 1/2 2.1E 6 4 24 SCALE: 1/4"- 1'-O ® -SUPPORTING POST 67 BIG BEAM 3 v2 I/2 2.1E 5 14 252 & TRUSS COMPANY BB BIG BEAM 3 ,/2 i/2 2.tE 12 ib 32 a 1 ® /2 2 5 B9 BIG BEAM 5 1/2 1/2 2.5E 2 ,2 16 -POST LOAD ABOVE B10 RleIdLem LVL 5/4 1ROSEBURG FRAMING SYSTEM"' .81 BLieb 1.75 LVL 3/4 1/2 1.5E 94 3 262 105 15 SW ALLEN BLVD BEAYERTON,OREGON 91005 (503)858-8663 R -RIMBDARD J1 RFP)-20 3/4 1/2 6 ,e toe J2 RFP)-20 3/4 1/2 e 5 54 gWlityE7lgl'11Befedwood pfOdllC}8(WIOdOY'Bbuilder- LB -LVL BLOCKING J3 R.,62D 3/4 ,/2 30 10 420 PACIFIC LUMBER COPYRIGHT 2016 0 JB -JOISTBLOGKIT Js RFP)-20 3/4 I/2 a Ue ea RIGIDLAM LVL RIGIDRIM CUSTOMER: POLYGON .J6 RFP)-20 3/4 1/2 12 25 336 These plans and the designs are copyrighted under part without Law by Patent Lumber Company 2016. PLAN DATED: 1/1 3/1 6 J -JOIST GALLOUT L7 RFP)-20 3/4 1/2 16 26 ase The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber ROSEeuR9 fOREST aRODUCrs EOi fOABTAINTOUCTS J5 RFP)-20 3/4 1/2 10 4 40 Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other B -BEAM(FLUSH WI JOIST) _19 RFP,-20 5/4 1/2 4 12 45 product supplier other than Pacific Lumber Company 15 strictly prohibited.Unauthorized use or _ DESIGNER: KAM/L.HENDERSON DATE: 1/1 4/1 6 HDR -HEADER(BEAM BELOW JOIST) ... ....i. copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that Include R F PI JOIST H1 H01 7950-or-I1T9.5 35 penalties of up_to 520,000 per work Infringed,and 5100,000 per work infringed willfully. P L 1 6-3 1 q BBC,-BEAM BY OTHERS H2 HUo1.5,/9 4 R RD T°6'O° TS H3 HU4410 5 (MAIN) SHEET: 1 of 2 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS ® CONFORMS TO DESIGN CONCEPT START FRAMING HERE , <START FRAMING HERE • . START FRAMING HERE <START FRAMING HERE ❑ CONFORMS TO DESIGN CONCEPT WITH O O p o REVISIONS AS SHOWN Bm3O1 IBM6I IBM61 _ IBM3DI ❑ NON CONFORMING REVISE AND RESUBMIT --, -� ii1 --'s- 1 — WITH THE DESIGN CONCEPT ONLY AND �H �OK1 ->� =111 M1 II - I r - I�f Mit] N y M-.�, p II RM1I -� �K1° �' II IRM THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERALCONFORMANCE }- I II -� _ .�. t �. •�,• ,�• t a-I .- �T 4,--=se �.--. DOES NOT RELIEVE THE {;` v ..,.....- .=° _...t...=...0_...-- e,..,11o t n + m-'°.� o d1_ t o _ 11 II o FABAICATDAIVENDOA OF RESPONSIBILITY FOR CONFORMANCE WITH THE 0 .m m m W co m II - 0 0 0 0 o o o II v 'll o II v q `; -pI I R DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY 4o I. y.LL LL t0i LL LL II 'I �LLLL 15 U- .LL LL II1 ®II �iiii �L ,p_, M _ ::. _ fig_ 1 0 II � M ©112-11�- m � I. m � ll�� I o OVER THIS SHOP DRAWING. R — Q I a134,1-00 D III I v v —L: m @13-0I-0Oe a III w , IT n�s�a�s�?��n�a�: s. 6 e o ite w ' ° ° n W } F14 I i - w A A w By: Arnold A.Solomon Date:July 18,2016 FOS I CT ENGINEERING INC Iw g _ F03 F11 I I i ° q �I - �— QX CONFORMS TO DESIGN CONCEPT 1 •i - I. F11 F11 F03 I o P 1— il FD3 I ' F11 I I F11 0 ❑ CONFORMS TO DESIGN CONCEPT WITH ijIre REVISIONS NOTED F03 F13 I F11 I ❑ NON-CONFORMING-REVISE&RESUBMIT fri FOB I ell II I_ F13 II I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE F11 l ... ..II w WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE III F12 I I— F12 III , .:. ;.. - FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN I F03 I III ®® III j '� DRAWINGS,SPECIFICATIONS AND APPLICABLE CODES,ALL OF WHICH HAVE RI M1�° F04 IIP F12 (.� . I' 'I:�_1e F12 II ,, RM11 PRIORITY OVER THIS SHOP DRAWING. tr I F12LJ a F12 111 .ii By David R Burnett Date 7/20/16 ml F04 JM I I "�.; I"—Rm11 MILBRANDT ARCHITECTS RM1 — —IA ` F12 F12 N II cc • ,, F04 �Q N 4 �I ��I►� R .I n F03 I s" I, Ir m to - F12 I I F12 " O nnn ixV/ F12 mal — — 11111111 Ic ECJ — F03 it F12 �I IFl i F03 E IIP F12 I I A F12 Ili A m cc rt n I A. P N/ w F 12 �.p F12 I Ire F03 IBM2 I I 11,1,1_11:M21 F03 0 v Li F11 co0 I F'11 • RM1 F02 F11 I 4 I F11 wM1 I 1) ,3., A Ii m 1 F02 A © F11 u - ! I Eli m z F11 ECJ A F02 w F11 I I IItf A B F02 F11 I * I F11 1 - 6 w - z F02 3 Eli a �� I F11 2. 9 cc z B o F11 I I F11 1 ? fl F02 ., s tr F IRM1LI. -F01 RM1 1-03-00 IBM2419 icg _:__.-IRM15_-:.:._._-.e� a molt'__ ® N1 BM24 1-03'0 Imo{., �41jRM1I;:- ri a ri 11 4r, ii cc]RM1 IRM1I cc a F c i W g W 3 w 5 a ° a ° a 0 cr N O ca 0 vi 0 • Z Z Q a 5- O 1- _ O RI If co y 6, o✓ + JOIST WITH RIM Products PIotID Length Product Plies Net Qty BK1 37-00-00 1-3/4X20LVL 1 4 POLYGON RM1 37-00-00 1-3/4 X 20 LVL 1 6 RM1 15-00-00 1-3/4 X 20 LVL 1 2AMERICAN MODERN 4-FLEX E-7(B)&K-7(B) LOTS 162-165 ALL BEAMS AND CONNECTORS PER ENGINEER RM1 14-00-00 1-3/4 X 20 LVL 1 2 Paoli umber BM23 14-00-00 1-3/4 X 20 LVL 2 4 FLOOR LOADING: BK1=BLOCKING 40 LL BK1 12-00-00 1-3/4 X20 LVL 1 2 PL16-319 UPPER RM1=RIM BOARD 15DL TRUSS COMPANY BK1 11-00-00 1-3/4 X 20 LVL 1 4 BM30 11-00-00 1-3/4 X 20 LVL 2 4 REFER TO STRUCTURAL PLAN FOR BK1 10-00-00 1-3/4 X 20 LVL 1 2 7/14/2016 ADDITIONAL POST TRANSFER RM1 10-00-00 1-3/4 X20 LVL 1 6 BLOCKING REQUIREMENTS. BM6 10-00-00 1-3/4X20 LVL 2 4 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I MIL 7-00-00 1-3/4 X 20 LVL 1 2 BM21 5-00-00 1-3/4 X 20 LVL 1 2 I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I It7^ter. . 'al BM4 5-00-00 1-3/4 X 20 LVL 2 16 ACCESSORIES QTY �I� �`_—�� BM2 4-00-00 1-3/4 X 20 LVL 1 4 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA �— RM1 4-00-00 1-3/4 X 20 LVL 1 2 HIT420 68 BM24 4-00-00 1-3/4X20 LVL 2 a OA SHEET 2 OF 2 RM1 3-00-00 1-3/4 X 20 LVL 1 4 RM1 2-00-00 1-3/4 X 20 LVL 1 18 1-3/4 x 20 LVL BLOCKING 58' DO NOT: RM1 1-00-00 1-3/4 X 20 LVL 1 4 Loosen, remove,cut or notch 0 HUC416 8 SCALE: 1/4"=1'-0" on 245:36" SHEET any part of the open web joist. d z rij '.‹ 15'.61/7 c I 15'-5112" 2 ifill::1 a. 9%-86 910. E 0461--t4ia" 41 1-- 1 I-- ..-I 13'-r E- 8 212511 11'-2102" 7.3 1 I co . 0 •iii1IIIIi r in k, a 1 ., i tgig I i� , 13 r: _l , .,. d team 1111 I tig .0 111,1 Ai E azym I ' MI. s Y ' � Rij4r f3 I 0 lal 7 - ilr1.1 Fej yIti ji _in „ i 1 - w age l '•• it itife. , � � I 1 X8 2-5az`2 V'z U i 1 IN ,_ , 46 , 1 I g , ,... , 0-V,36*2 i$ c,, L 8 lcce M i lir 1 , I yr 1, 1 ,1 ,, minas , , ,, _., , sia. , 1 ...7., 111 I I, , 1 ,q11 , , co L.. , . , — , i , 3 dn., . 4 1 1 i „....„._ ,....„,, ,,c, 4„., ,..„ .,,, 01 Th a 1trimmi ii, 1 ut t ; .ser .: i t✓ I ima i p slimIMO j.,at; . t ‘'''Lo'' t9 ._ o k (. 1 Ifi `�W �� j 04 sa + I Ila -6 � � c 'u3 a W-86 to 15194-1° €� -�. I15'Q7112°" ( X r3 ILI X❑ CONFORMS TO DESIGN CONCEPT Fl CONFORMS TO DESIGN CONCEPT 19'-1° a. D CONFORMS TO DESIGN CONCEPT WITH n CONFORMS TO DESIGN 4 WITH �' o REVISIONS NOTED REVISIONS AS SHOWN 2 NON-CONFORMING-REVISE&RESUBMIT ❑ NON-CONFORMING- REVISE AND RESUBMIT .3 C z to 2 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THEWITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ( ? c y FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN FABRICATOR/VENDOA OF RESPONSIBILITY FOR CONFORMANCE WITH THE �'° 0 .0 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY cc ...I cc OVER THIS SHOP DRAWING. By David R Burnett Date 7/21/16 cs l''''' u l'" ,®i _ By: Arnold R. Solomon Date: July 21, 2016 MILBRANDT ARCHITECTS cr €, _ , . - - _ ra _ �_rt.,