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Plans (41) 4114-1.6q(4,--fli-r-Z4. '44 1.41 7i-, R EC E 1\i'Er LEGEND: . , rni". ...../ PLANT STREET TREES: SW ROY ROGERS ROAD 5 S SANITARY SEWER Pacific 2" CAL. KATSURA TREE/ DEC 2 0 2016 SD STORM DRAIN Community Design CERCIDIPHYLLUM w WATER LINE JAPONICA, TYP. FUTURE CURB AND GUTTER, TYP. crry OF 1 R.:zi-kr.?;) 12564 SW Main Street ti I L.Df NC', nlvielr---r, il ® 0 MANHOLE Tigard,OR 97223 --, _- ,-5'4. . 1, [T]503-941-9484 10.00' -.. ,i,:' / ,, ,--,,--,, --.., ; r M CATCH BASIN DATE. 12/12/2016 LANDSCAPE TRACT \, ------ - -\\ „ , i - ,,-, --v, -1 STREET LIGHT „. 0 \ ):k. -,--------- - -- ----7,4,-----__ , ' REVISIONS &80 STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 71. ....a 'l t PUE - / -------0,---_-,-,k-------,--- ----low& _A-\,-, ----/--------- -y- \ // --- ...\ \ / `N:'-' EROSION CONTROL --- ,, / / , „,/ , - , ,,, enk _____—„t_\, _ _ _____ , / /\, _ 4/ __ __, '-... , , _vm....,, STREET SECTION, SEE - , 9.07— ---,7— - ' ----------- - "1"-N, --i-\\ CONSTRUCTION DOCUMENTS 7 273. -f- _ ------__ 273.3---- - - - 153' --__ _ --i-- - - ------ - - . _7,-- - -_ — mg _ -...:. _ - - a _ I g..- ...... .;„„ - ----- -'.- --••-•-•''' •::.... m .-... . 2-____ ___-_ __ ___ — — — _ ---- --- - - - 1 ---- I SETBACK SUMMARY 13.28' - - - -- 270- ___- -- -, 1 -,,,,,,,,, ,„.„,-- li _ ,.. • 11 FRONT SETBACK: 12' i i REAR SETBACK: 10' : AAIIIMIII -1 lb: i II II II ilia i I • ••. ———— ———— 197 I I I - I 01 1 1 $ 1-1 1 1 1 0 --, ------. -, I COVERED PATIO: „siDEsgzia.64,44:. 5' % . - -, ' a) ti 1,096 SF lipr -i-I W - -5- i 1- I ._ I 11 GARAGE SETBACK: 20' ' -- r' E I BUILDING: PORCH SETBACK: 8' 1 I a. II 1 i 1 6PLEX-K7A 44' 93 I Ii I I 1 I * FIRE CODE SIDE SETBACK: 3' 19111 ,.TRACT li 1 UFF=278.1 oI •.0 1195 196 198 199 200 • TRACT J 3 I, 1 INif GFF=269.1 1 II c‘i r_ II on* 6- L9 FRONT Er!' I 1 I . 1 ti i a) I 17, 1 1 i a ".: I GARAGE 1 LI—IIIII I LOT COVERAGE: N. 1•111-2- milli I No , m ..... . I NIMMINIWIL _111 1 ---LEI _ r 'T.__ _ ___ ,-' ___ , ' __z_-:: sii-= --1 $1 §, 1 ' I I ___ 1 11141 1 I 0 LOT AREA: 1,096 SF _ 11 I •• L _ _ 1 1 I I RIVER _ 21.05' — — — — — -1 : SIDEWALK L _ _ _ BUILDING FOOTPRINT: 563 SF TERRACE _ __. __ ____, ..., .............................1...,...........................1041.00_4112_41.1411"11.41" \-- ----------'" / COVERED PORCH: 32 SF NORTHWEST \ I - \ R \ / _ 268.3 \ ‘ s __ PUE CANTILEVER LIVING SPACE: 9 SF a 1 267.9 ' A ,4 _ ,,t ,_ \,\ , , ,-, ----- „ . -_ -L -.10.1141- ' COVERED PATIO: 0 SF ,r) , Plor„. ""—.41.7111101114--- - ---\.u'--- \ PLANT (1) STREET TREE: , v, \ v, v, co \ / \ WATER METER \\:„ a w- - ------"-1 --\' 2" CAL. HEDGE MAPLE/ - DECK AREA: 72 SF o ACER CAMPESTRE -' LOT 197 0 _________- OS OS I 1 t, A. 1 as TOTAL COVERAGE: 676 SF PLOT PLAN :-... I 32.00' 2,) /> SANITARY LATERAL 61.7 % G) 1 _— ss -- ----__ 1/4/ CI_ C.) NO < /*•` Y (\_,.., IMPERVIOUS AREA: 870 SF " ',.._ ,J ‘ ,......7- \ \ ---..-1 \ 1 cT_ SW BEACH PLUM TERRACE \ \ ‘ —— 0 '5 O \ i / ---. / , / < 77-7-r- ---'. t' -- --- "----- — --'--\—---r---\---, 7L I \'i o) -----;----L---"---‘' —\— ' —"--- .-1\--7---\ .77777;—'‘'N. CITY OF TIGARD RIVER TERRACE NORTHWEST (503) 221 -1920 Approved by la nir,-,- :.2 c." PROJECT NO.: 395-037 c,. 2S1W6 Date: „ _ TYPE: CONSTRUCTION CD Initials-. ZS ...... SCALE REVIEWED BY: PRE LOT 197 (R-12, ROW HOME) 10 0 RIVER TERRACE NORTHWEST .ff 1 INCH=20 FEET 13430 SW BEACH PLUM TERRACE z I GrWWMMP GN.MMM, 0 r,,, ,,40,M6.GfiStA.rWMM WA,WRK MRAPARW.,'W. . 1 LEGEND: 1 1...m."11\wm./ SS SANITARY SEWER Pacific PLANT STREET TREES: SW ROY ROGERS ROAD Con)nlunity 2" CAL. KATSURA TREE/ -SD STORM DRAIN = Design CERCIDIPHYLLUM TYP. FUTURE CURB AND GUTTER, TYP. w WATER LINE 1zsb4swMainstreet JAPONICA TYP. ' MANHOLE Tigard,OR 97223 , , R]503-941-9484 Sic,. x_ � ` „� �r�;-- �� } 10.00' ��::==' f �-= � , Pj CATCH BASIN DATE: w12/2016 _ LANDSCAPE TRACT _�_ !_ j % 1 __ ;1 STREET LIGHT REVISIONS _ _ - -6.00% - ��""r" --�- - -- \ STRAW WATTLE PERIMETER 'i'' NO. DATE DESCRIPTION Y �� v — -- - � EROSION CONTROL / ,i PUE / A -,-_ : .f--- ,'� tS / .,�{ _ ---- -_` V1 i / „! - 4/ -r © STREET SECTION, SEE t _. 9.0T- - — -- _ �I CONSTRUCTION DOCUMENTS 273.7: 273.3- _ — — — DEC 9 0 2016 15.3' . 'a,.... — r' CITY OF .A ) _ -- z7a -_- — SETBACK SUMMARY/ k _ 13.28' = ...... =270 r— --- - _ 1 C � I �y -� f� e� 1` IIIL Il - ------ _ - I, --- `� -- FRONT SETBACK: 12' I I1� ---- - tib r ---- I REAR SETBACK: 10' rMP 197irA ILLL:1 I'M: 1 / 1 i I IMil .� I COVERED PATIO:if I c I 1 GARAGE SETBACK. 20 T PORCH SETBACK: 8 i �� BUILDING: a �� , Mad.. �e�� bMWMa, da ,A lu,wuW nn ,.x 93 �, 1 i 6PLEX-K7A 1 * FIRE CODE SIDE SETBACK: 3' 194 (E TRACT I 195 1 196 UFF=278.1 I 198 1 199 200 II TRACT J o j li 1 1 I I GFF=269.11 11 CV r--- I I csi I, ! ti I FRONT 1 LOT COVERAGE: o i _ `� GARAGE 1 o LI-I ■ riri_ _ — Els==1 1 p — L= x I I I W. _ I I: I ; ( LOT AREA: 1,096 SF - _ I \ I I I 1I RIVER w - 21.05' _ _ 1 SIDEWALK _ — - _ _ - - — — — - — — — — — — — — — a — _ — — — / - BUILDING FOOTPRINT: 563 SF TERRACE t- _. __ — ��4� ��ab��'4I:�� ��►,11800440 ��s.�4 wa�o�4.o�� 421_444.411L—.400.—.401 1 - COVERED PORCH. 32 SF NORTHWEST o ®/ 15.3v — ORTHWES p Q,,, 268.3 — — PUE CANTILEVER LIVING SPACE: 9 SF v �.::: .... 267.9 . \ COVERED PATIO: 0 SF PLANT (1) STREET TREE: N\ �, �, N ;N. _a d,— i -art — o— —') 2” CAL. HEDGE MAPLE/ WATER METER ' _ -'76111- � _ — DECK AREA: 72 SF N -- a ACER CAMPESTREW ---- LOT 197 CS as �� as PLOT PLAN O. � �<. � as -as— ����� TOTAL COVERAGE: 676 SF 32.00' SANITARY LATERAL sS 61.7 % s — _ ss`SIO___ _- 'o _ e - 0 D �" rj IMPERVIOUS AREA 870 SF a - _ — / TERRACE . _ SW BEACH PLUM ERRAC — _i 7 ) — > _ � . f -.� CITY OF ARDI v � - 1 — _ _o— --�—= 7/- - v -- fApproved by Panning RIVER TERRACE NORTHWEST (503) 221 -1920 Date: -i0 6 a Initials: TYPEECT NO.: CONSTRUCTION395-03N 2S1 W6 ______LL__ TYPE: I, SCALE REVIEWED BY: PRE 4 LOT 197 (R-12, ROW HOME) 0 10 0 RIVER TERRACE NORTHWEST . 1 INCH=20 FEET Z 13430 SW BEACH PLUM TERRACE OONTR DTOR NOTES: 1)VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) GONG.STEPS GONG.STEPS LONG.STEPS GONG.STEPS GONG.STEPS 3)ALL BEAMS PER DESIGNER'S PLAN GONG.STEPS (UNLESS NOTED OTHERWISE) 1=11till iiiiirilluit 11111 - _ = = - NM M 4) SE CAUTION WHEN GUTTING - FOR PLUMBING M.11 5J PROVIDE PROPER SUPPORT AT ALL --ii�-iii�icuiii�li�ll Ilrii�i�lcLiii -�i: ll Ili�i�i=-=::�-I�icciii�i�lill Iliii�ii� ii�iiii�I�ll Ii�i� i�-�r%:i�ii�nlliIH1J7TT1 �II i1 --_ --IlI■.� I shear wall blocking placement and connectors LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING Purchaser responsible for approving this PONY WALL PONY WALL PONY WALL PONY WALL PONY WALL PONY HALL ayout prior to any construction. DES/6N NOTES: THIS FLOOR SYSTEM WAS DESIGNED TO MEET OR EXCEED THE LIVE LOAD DEFLECTION CRITERIA OF L/450 FLOOR LOAMN6: .- .1-1/2 RFPI-20 D 16'0.0. 9-1/2 RFPI-2O B 16'0.0 .1-1/2 RFPI-20 nn 16'0.G. .1-1/2 RFPI-20 S 16"O.G. .1-1/2 RFPI-20 a 1 6"O.G. 9-1/2 RFPI-20 O 1 6"O.G.- 40psf LIVE LOAD 1 2p5f DEAD LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE $LEEP/N6AREAS, __ Rt - Rt 3Op5f LIVE LOAD -ii-i�ioilEirl�i \ii ���t'r�i� .. '�i� iGi ���i�i�i fl 7 t I'm ` r :I r .. - qa1 4hti 12psf DEAD LOAD I1I1�� ! 'IIIII _.__ 1 ! �-.--�I II I I I II I i P E ! � -I �:1 ,®T -6 9 g 9 9 1 I 1 II l 1 1 1 Ii I I II 1 ! I ii II I I I I 1 I II 1 I R1 I .i. 9 1 .1, • J I 1 I I• i 1 I ! ! I I ! 43 .3 JI3 _9 -9 ,� -3 9 I III I I I I I I i il3 1 �' R1 1 I I I ' -t -1 I 1 1 1 I I, I It j1 h - I i I I I �1 i I II I R1 I I ! ! I ! I ! 1 I ! I I r-�i �--y 11 I I 1 i 11 -'.wp um.e'�.w-nne-M v"�i 1 I 7 I _I -H•Ra II I ! H 3•_. I_-. 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Y ' iDR7J 1 i H , ,_ b a 8,4 1 _ ___i _ .i• 3 ••a 6 .1, i 1 I q 1 1I t� ! 1 V R6� L i 1 -o .5 J _� UHy _ : ' I I - I ; i 1) I l i I ' 1 I ! III I i III T �let!, 19.351920H ABOVE l 33 i1 I' i ii Ii! 1 +� �3 li IT 1 1!I I 11 3 I I III --�!!' � I I 1 - - .,-- I i1 � ! 1 i 1 ,� 'I i I' 501-275LOCK ALL'N I i Tr- I l 11 -, ,,. H 1 ! i 1 II SIC?.Ii1 I 1 9.1 _3 -1P .3 I4 4 1 i .b .3 .3 �' I 9 .k:. 113 I3 .� 19 I �� 11I_3 1�3 ' 7 9 1 1..5'yg I i' I 6 I.� 6eLory ro vosi:,eovz. ! 'i!al 0 an 9h I, P h 3 I �n $ 1 15,-n a�1 i , gn .� i ! !I I ^i ` Ps GIB, al I /I R2 'l a I I �I $T az .z !I 1 1 I I I I I El ! 1 1 11 1 I I I I$Ir i I$1 I B.;r I�r II I !I --�� I I l i i it I 11 II 1 I I .I I I .Z -r 113 2 .Z 1I 11 II . E I I 11 I 1 I ' a 1 I 1 lI 1 1.-®� il• l 0 ITh ( ' !L AN=6.66,3-J=3.-.- HDR3 ., _ _ c'- H;R31: I I _, -.. .�. - t -1 .� 1 H R9 I I AL I ! 'I ! ' R3 �i: ': �I no:5 R2 I HD 2 , R :_ • i �_.- - 1 1 i , I '-. - I _ "R_.. 1 r - .. ,nom-9. .1- -�.H I-2 L ., i ! - as ee 1� ae d5 ! I I I C -))�V POST LOAD TRANSFER DETAIL D' gb ®CONFORMS TO DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT `� IMPORTANT! NGINSTALLATION® REFERENCE INSTALLATION I ...FOLLOWING MATERIAL LOT COVERS Erman CONDITION••••• ICONFORMS TO DESIGN CONCEPT WITHCONFORMS TO DESIGN CONCEPT WITH PL 16-329(MAIN) (LOTS 115-000) ❑REVISIONS NOTED 0 GUIDE FOR ALL FRAMING REVISIONS AS SHOWN DETAILS AND 1-JOIST INFORMATION SH REVIVAL 6.m00 E-1(9)19-1.) POLYGON Materiel waEN ENGLISH Wed. eALu TotLlN 0 NON-CONFORMING-REVISE&RESUBMIT 0 NON-CONFORMING REVISE AND RESUBMIT Rt 1.75 LVL Rim 1 3/4 1.5E 47 20 140 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GEORPAL COYJFORN54NCE THIS SHOP DRAWING HAS BEEN REVIEWED FDA GENERAL CONFORMANCE .R 058 Rim 1 4 1G6 tee WITH DESIGN CONCEPT ONLY MED DOES NOT REllEV'E TFE t BIS ztE 3B WITH ADESIGN SCO C PT ONLY CRY FOR CONFORMANCE N'RH DESIGN KITH THE DESIDN CONCEPT ONLY AND DOES OCT RELIEVE THE LEGEND: 1.R2 5L 24F-V4 a tie 1 Po-z400 44 FA&52CAi0A1VE L3N OF RESPONSIBILITY FOA C NFGA9WN E WITH THE R9 cesce3s5.L 5,24E-V4 OFNriIVJG$.BPECFICFTN7N5,AND APPLrABLE CODES,ALL OF WHICH HAVE DESIGN IIS SHOP AND SPECIFICATIONS ALL OF eHICX PAVE PPIDRIIY paciff4 bRNiaLem LVL 1 eia 1.5E '16PRpRITY OVER TH5 BHCP DRAW'PJC.�-� B2 RaaLam LvL t e/, 1.5E a MAIN FLOOR JOIST LAYOUT OVER THIS SHOP DAAflING. (H -HANGER GALLOUT 53 RaNLem LVL 1 5i4 1.5e 1= 16oey David R Burnett Date 7/20/16�/ sa Bib BeA„ i1eProold® B4 BIS BeA„ E SCALE: 1/4"-1.-0" MILBRANDT ARCHITECTS C ENG A.Bu ER Da[e:dolt 1B,:G,B -SUPPORTINGPoSr B6 BbBeA„ CT ENGINEERING INC® B7 Bib Be.„ zsE 26 14 4 pp-POST LOAD ABOVE Be BwaeA„ a e OI[ TRUS COMPANY J1 BLK61.75LVL 2 ROSEBURG FRAMING SYSTEM" = R . a 112 R - B BLOCKING J5 REEF. 1+ 644 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 L9 -LVL 4 191.1-20 20 quality engineered wood products for todavt builder" JB -JOIST BLOCKING J6 RPP1-]Do 092 PACIFIC LUMBER COPYRIGHT 21316 _ PLAN: ENGLISH REVIVAL 6-FLEX E-7(A)R-I(A/ (LOTS 195-200) J -JOIST GALLOUT Je RFFI-20 These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. RIGiDLAM LVL RIGIDRI M• CUSTOMER: POLYGON .19 RFn.2o Sia v2 6 1 N The plans may not be re-used or copied.In whole or part,without written permission from Pacific Lumber PLAN DATED: 7/1 3/1 b ROSE Company,which retains copyrights to.and ownership of the plans.Use of these plans by any other BURG EVEREST PRODUCES B -BEAM(FLUSH w/JOIST) Ac11 11 product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ,50 52 NOR -HEADER(SEAM BELOW JOIST) i9 -"r`'Se copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that Include DESIGNER: KAM/L HENDER5ON DATE: 7/14/16 000-BEAM SY OTHERS H3 Hua to 12 penalties of up to$20,000 per work Infringed,and 5100,000 per work Infringed willfully. RFPI JOIST °'°°° FL 1 6-3 2 3 (MAIN) SHEET: 1 of 2 ©CONFORMS TO DESIGN CONCEPT ® CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH 0 CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED REVISIONS AS SHOWN NON-CONFORMING—REVISE&RESUBMIT 0 NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFOARANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN FABAICATORIAENDDA OF AESPoNSIBILITY FOR CONFOANAN.'E ROTH THE DRAWINGS SPECIFICATIONS AND APPLICABLE CODES,ALL OF WHICH HAVE DESIGN DRAWINGS AND SPECIFICATIDM5 ALL OF WHICH HAVE PRIORITY 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS I PRIORITY OVER iMS SHOP DRAWING. By David R Burnett Date 7/20/16 OVER THIS SHOP DRAWING. MILBRANDT ARCHITECTS By. Arnold R.Salmon Date:July 18,2016 CT ENGINEERING INC START FRAMING NEVE > <STMT FRAMING IERE START FRAMING FERE > s ART FRAMING/005 a START FRAMING TEST laal �� o . 7:1:41. Ik �IiD II f '=_ ,,... 11 F -a "II ,m °'W__2).1„.< T 71 --- _ 11�5�: "ialo�l - CC �a a+6-�-sY — —00 w TE � I _ '!!. - 3�,i 1_i.a l —'>r 09 I 11 i �_ r-DC_' ��,•Q 3 � ,_ �___il I „ `$ 12-)-1 J.5) a® a ALL S o S.$wLL 11 `°' n 7 I;F7 i a f14 a nn 245' p Q� i_ � f ��N f I. 11 Ft - iY - F71 F71 ' 111 F03 Fit immimiiimmi:, 1 •• .. F11 I�.. F11 11 - 03 PS r— F �i F11 - F11. ._ t= I _ Z. _.FII F11 11 1a 1 I Ftt A I 1 - ,.- ° sO �� I 0 III BMAIM IS �(� r� IlII l MIME 03 O ivs Omminim. w_imar- Li SII k! II-,!III N4 n _ Ili iHI A /.1 I' III '� �� ��•� - GCG 1 till j BE — 12 'III _ (i ts all 'i1u➢ 'Y. .' � I 11 ... C C I! F111 1- I F11 a ti ewe. Fti ®F. .l PG II Ii -e i- ! i IIS F02 2, F71 ii, F71 W F71 Ta y Ftt.. 0 0 mr F02 ;r F11 �. F11 i , fit F02 F02 , € 1i I Flt... .. '� _FIT I - F02 A — : li a F71 o F71 of a F02 i c{p,,_. F 2 G jlit ° rFi _�!! _ I.1l,GZl.K .,1t�L� G _—__-.,r..F11—' ____.' GG tG-0 D �sL t—a tG _ F0 I RM11n- F01 LF71 7 da �_. M1 � _ -. 1 .� ' 6 Ai +L fl _� rc t- _ Q Q d 0- Q U u 5 N O ¢ A C n ¢ O O m O 0 s Products _ Plot10 Length Product Plies Net°N - MI 37-00-00 13/4X20LVL 1 e JOIST WITH RIM RMI 37-0000 1.3/4X20LVL 1 10 POLYGON RMI 15-00-00 13/4X20 LVL 1 2 RMI 14-0000 13/4X20 LVL 1 4 BM23 14-0000 13/4X20 LVL 2 8 ENGLISH REVIVAL 6-PLEX E-7(A)&K-7(A) LOTS 195-200 I ALL BEAMS AND CONNECTORS PER ENGINEER ��� BK1 12-00-00 13/4X20 LVL 1 4 aftiminr BK1 11-00-00 13/4 X 20 LVL 1 6 eM40 11-00-011 13/4X 20 LVL z a PL16-323 UPPER BK1=BLOCKING FLOOR LOADING BK1 10-00-00 13/4X20LVL 1 4 RMI=RIM BOARD 01 & TR US 5 RMt 100D00 1-3/4X20LVL 1 8 COMPANY 7/14/2016 REFER DDITIONAL POST TRANSFEROR BM6 00-00 13/4X20 LVL 2 8 UCTURAL RMI 7-00.00 13/4X 20 LVL 1 2 BLOCKING REQUIREMENTS. 7 BM21 5-00-00 1-3/4X20 LVL 1 2 0M4 50000 13/4 X 20101 2 24 TU SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN l allk BM2 4-0600 13/4X20 LVL 1 6 ACCESSORIES QTY l SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. l II RMi 4-00-00 13l4X 20-LVL 1 4 II��I`I_ ll BM24 4-00-00 13/4 X 20 LVL 2 8 HIT420 104 l FLOOR DESIGNED TO MEET OR EXCEED 11480 DEFLECTION CRITERIA l RMI 3-00-00 13/4X 20 LVL 1 3 RMI 2-00-00 13/4X20LVL 1 23 O SHEET 2 OF 2 RMI 1-OR-OR 13/4x zo LVL t e 1-3/4 x 20 LVL BLOCKING 93' DO NOT: © HUC416 12 Loosen,remove,cut or notch SCALE:3/16"=1'-0"on 24"x36"SHEET any part of the open web joist. ---- -CONFORMS TO DESIGN-CONCEP -- - ---- X❑ CONFORMS TO DESIGN CONCEPT --_ - __.._-_________ --_-_ _ -_-----_-. _-_.-_,_____._-._ __._._ ❑ CONFORMS TO DESIGN CONCEPT WITH ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN REVISIONS NOTED ❑ NON-CONFORMING-REVISE&RESUBMIT ❑ NON CONFORMING REVISE AND RESUBMIT 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 RENEVE THE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE - E all. '- DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY PRIORITY OVERTHISSHOPDRAWING. U ao OVER THIS SHOP DRAWING. By David R Burnett Date 7/21/16 :P.:. ,a By: Arnold R. Solomon Date:July 20,2016 MILBRANDT ARCHITECTS Q CT ENGINEERING INC oO © E 4 T-21/21 g1.I ,....... ............. 1--- ........gi �$« 11 ..... ......... . 8'-3" *I V-2 9�,$� '1/2" V I ...., to , . 1k' k ... .aL I � ��i�w�rrMiR ■iiMl IIIIIMlwwwnalrlIMMIPI INH tiONNIPIAMMINI .)!!lIErMM!lMiLUilMldilAllililllP�Ilf I�rr liili;�■O�� ! 11.11M110 MI "Ria �!�°:. '� l�:� �� •iiMi�.M®MIIItlwatAMl�4.. 1"M�NAM i♦�!t,-. _ ����, N cta ep s f ; � f ! I 1 ;It I c 11110111011111111111111. IR : _.,..:., i 411 ..� i--�—,. �1IIIiI 2 ". `111"TIM1# Jli,22i.i'+f-,(,T.. , ! , -it L'S r_J q Y Lia Y1_■MtY4h-4.... i..6 . a,i,i J;■"t�...i,„.,...- i ,:.,., PII , ,. - '- - - V' '. ��.l:u�1■"1 i�al''.IaE NU -TT?.' u��'. ! F .r's a.12 -2=---3-°-"!1.--"."-= ri:!f�l! rn.0`t.- }w=-a..^■ww erM I agar, ..�.r.:mar..,. 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