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Plans (108) stt 5 Tj G/ G c� c -O O SL!/ 16z crc� 1/u4..7 _ pea H f (H LEGEND: _ .. _ .1"..." ,...../ Pacific PLANT STREET TREES: SW ROY ROGERS ROAD ss SANITARY SEWER Community Dr L 2 1 ?U16 STORM DRAIN 1 2" CAL. KATSURA TREE/ CERCIDIPHYLLUM I `, , g- 4y `q W WATER LINE Design FUTURE CURB AND GUTTER, TYP. � 12564 SW Main Street JAPONICA TYP. € ' *' MANHOLE 'y;, ��'" / X34- , 1 Tigard,OR 97223 . = [T]503-941-9484 / -4 _ / F ;; \ r' v 10.00' CATCH BASIN " = -ry -- \ - / „ LANDSCAPE TRACT_.. - _ X STREET LIGHT DATE. 12/12/2016 b � --. — --_,,,-,1,-,--_----= REVIS O ''S/.. �r - � �� REVISIONS j - _. _ ,._.. x• 7.50' xav STRAW WATTLE PERIMETER NO- DATE DESCRIPTION � ;( '" PUE ;t s EROSION CONTROL ,, — -----1,4-,,,: . F�, �/ — 1 — Z9 — .f.,i — �,_ \ _ a .78' �:— -..__-__ ____ STREET SECTION, SEE "-----�_ c:: ..276.8 _ _ ---.-.-. .. �` - 0- _ 4 — CONSTRUCTION DOCUMENTS == 276 l g t T CU S _' 15.3' r — —� •— — _ — — 276 ... 1 4 ► r - _---- 274- --13.77'-= — � - - 71 S. CK SUMMARY inn r -- SETBACK _ — N —� _ 2/L. _---- ---- FRONT SETBACK: 12' I� i I I _-�- _ le--yr- o 1 I I if I „ _;, •ti 1 III I , REAR SETBACK: 10 i1 1 y 0.00' 0.00' i II I COVERED PATIO: 5' 0 1 I 191 ! 1, S4DE SETACK-4. -a . Y I �� ; t 1,096 SF 4 _ 1 i1-1 ll Li ` GARAGE SETBACK: 20 J / 1 BUILDING: II I PORCH SETBACK 8 I II — III 1 188 1 189 I_ 1 (/ , 5PLEX-K7B 1 In ' 196 * FIRE CODE SIDE SETBACK: 3' 1� I� i 190 UFF=279.9 192 ' i 193 194 11*QCT 1 i 195 c‘i6 [ II I I1 j GFF=270.9 i ill I I I � cti 1 I I I ins IL, I.n j 1 1 I ---. I, o o II 1 I� FRONT Ili I i it I 1 .� r- GARAGE 1 I - ii �� 1 _ -, .. LOT COVERAGE: ° ----� II L- J -• / - t'r--z --- i �I I SIDEWALK -- 1 _. .I' O --� I ❑ ❑ ❑ I _ L J I _L -Jr II I r _ - LOT AREA: 1,096 SF - - - -- � I - - 2o.4r I - - RIVER -1 — I — . — — BUILDING FOOTPRINT: 571 SF — — — __ — — — — — TERRACE 7 14\'17---,, --\—.4.-4"''''..- zl'Allo - COVERED PORCH 40 SF 15.3' 4imill 6. __ NORTHWEST _, f270J 270.5Amr �o -...�.. _ i _ - . E o CANTILEVER LIVING SPACE: 67 SF o �;� PLANT (1) STREET TREE: \N '4111 , COVERED PATIO: 0 SF _ WATER METER 16� ,._ g �! 2" CAL. HEDGE MAPLE/ \. !. -..� I �- W W _-_ - DECK AREA: 72 SF LOT 191 CN ACER CAMPESTRE ; a - D s -cis -- as as TOTAL COVERAGE: 750 SF -Kr �, -- Gs SANITARY LATERAL 32.00' PLOT PLAN ° SS S5 SS S 55 - 68.4 % SS - v� .% ~ ' ' �` o IMPERVIOUS AREA: 892 SF W BEACH PLUM TERRACE �� __-- T ' w l —' CD RIVER TERRACE NORTHWEST (503) 221 -1920CIP Approvearming PROJECT NO.: 395-037 CD 2S1W6 N. Date: -- ill TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE ( ROW HOME) LOT 191 R-12, .}. �c: o '320 cn rl�I I RIVER TERRACE NORTHWEST 13380 SW BEACH PLUM TERRACE 1INCH=20 FEET Q 1 M , e-_.a r .- ,g IP ,5 .te,.1====,,,fUNEEae s �� LEGEND: SW ROY ROGERS ROAD .4 -v & _ - - SS SANITARY SEWER - Pacific PLANT STREET TREES: Community 2" CAL. KATSURA TREE/ STORM DRAIN r 9 C' ?016 w WATER LINE 1 Design CERCIDIPHYLLUM ��` ' Izs64SWMain Street ;' FUTURE CURB AND GUTTER, TYP. t U MANHOLE Tigard,OR 97223 ;'t% JAPONICA, TYP. � ,. In 503-941-9484 , �1 y �� r � F, ,�1 CATCH BASIN __ If"� 3 l if� �. d'� 1 oo' t _✓s I DATE: 12/12/2016 — — d - » — LANDSCAPE TRACT — STREET LIGHT _ `� —7- .._ -- —t-,-- y "� REVISIONS -_ — —_ = — t _ `l x- x� 7 50 _ � STRAW WATTLE PERIMETER _ NO. DATE DESCRIPTION — r/ ' l ♦ ``,� �� PUE r'` EROSION CONTROL 0. r — — �l. STREET SECTION, SEE ____7„.F_ ____ _ _9 78 CONSTR _~----_ _._-— 276 8 ...�. .- '� —_ ——— x . __ n -: 276.4 — ---_ — I UCTION DO MENTS 3. _ 276 _ -_ —_ 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE <START FRAMING HERE ' ; START FRAMING HERE START FRAMING HERE START FRAMING HERE 0 0 0 0 0 _JBM301 _IBM61 RMI -s-�- a ? II m 'COM6 ` )BM6; --�BM6 BM30 o - I-ti_--<r— - _ = \ O - - I - ^s �'I o - RK ��' iI_ IRM1� In- - :ma -_ I� RM1IIIrer -c--litI I -..-II o m m m m m m I - �' m _ rn it -- Irl -v--"3_,-O O •8- - 141 JI K1 _ RM1 I o o 0 0 0 0 I- 4 0 O o Ilv II g' 0 0 0 o II o_ o_ 4 c -a- "IHS —,- O LL LL LL LL LL LL I m LL O a) Lq ( LLII LL 4 13. LL i. �' ® U' 13 ®A U. LL LL LL LL HE i(4, 'O O O O -pY m m m m m O o I ( X130-00 III co C12-10-15 Ilm �I 12-',D-15C� II® u' q LL a II LL 2I LL� Loi Li- loi. LL o o ill a B a IV << o - o rLsn ��uoo n cY Ii o ;f ' ._,M .NrWM1 2-1 IMT �8 SNR 13-0-00 HIa I NI- '''' FD5 F14 n F14 F14 A Moan ,"a III I P ° 1-> F11 F11 ,I . nla FOS F03 I—\ Eli 11111 a --- se Eli • Eli Y Eli o iiF03 �I�( I F03 F11 Eli Eli I F03 i_ F03 { Elicc Flt --� m I F03 F03 1 F06 cc I 0 jl.� F13 _I F73 II • II F73 -, %� F06 _• F03 II F12 F12 �II 0 0 IH r (.' /,`l III II F12 �RM1 r,'I F04 I II' F12 el \�l F12 911 —I FD3 NI 0 I n III II F12 RI MEI r5m RM1 m F04 �l d1 In F12 "411=1111111." "IIIMMIP, 0, F12 �I, h! t------- F12— -- 2 F04 O C� I W. _ t-Le F12 N _ N _—_ -_Y. ,i ._.. 11 y q N - 4 F12 n F03 I� O F12 - F12 Im F12 I,v' F 1 -I F03 '41 .111I ji 12 Y F12 2_a F12 F72 II �ii - — iiP-^ _ u F12 t.I F03 �I LIBM2 III F12 -� 411 IIP n m�I F03 �� 11 ✓� I F12 Ft_iBM2�� �BM2) ;;14 F12 ' F� � P F03 I �J F11 0 0 l "�P11 u u F11 T RM1• " I` `4,' o — q MI l O F02 °I I F11 ' \( y 4 r F11 x F11 F03 ®I F02 ® A F'11 0 `.F?� `_i' I� F02 0 ,I� Fli A A A F02 JP �I • i F11 i F11 y rc F11 F02 MIO -4 F02 dl F11 S F11 ° �, u F02 y C z F11 6 !� E'I F02 ► F11 ; F11 -11 i F11 o I F02 66 � CI F02 ' F11 F11 a f F02 I� N �RM1iI - qQ 1-0 68 BM..� _ \ -R, , *ma.,-,,, F11 F02 -I FOi -Mil RM1 �ce RM15 9� BM24 1-0300 1-03 55 ' BM24 u—I�'uill I®I F01 °�RM1� .12 it. rc �RM1I - ++ G� I_ g- > �RM1� ® CONFORMS TO DESIGN CONCEPT w g 0CONFORMS TO DESIGN CONCEPT wcc 5 ❑ CONFORMS TO DESIGN CONCEPT WITH a o CONFORMS TO DESIGN CONCEPT WITH a O O v REVISIONS NOTED of p a a 0 REVISIONS AS SHOWN z IL rc LL rn o re o a 3 ❑ NON-CONFORMING-REVISE&RESUBMIT a , z g LL 0 NON CONFORMING-REVISE AND RESUBMIT Q THIS SHOP DRAINING ABS BEEN REVIEWED FOR GENERAL CONFORMANCE = a o 0 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 0 = _ THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCEw N WITH THE DESIGN CONCEPT ONLY AND GOES NOT RELIEVE THE DRAWI Eo ATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE �- PRIORITY OVER THIS SHOP DRAWING, DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. BY. David R Burnett_ Date 7/20/16 By: Arnold A. Solomon Date:July 18,2016 MILBRANDT ARCHITECTS CT ENGINEERING INC 'Ili � — I . Products JOIST WITH RIM PIotID Length Product Plies Net Qty BK1 37-00-00 1-3/4X20LVL 1 5 POLYGON RM1 37-00-00 1-3/4 X 20 LVL 1 6 RM1 15-00-00 1-3/4X20 LVL 1 2 RM1 14-00-00 1-3/4 X 20 LVL 1 3 AMERICAN MODERN 5-PLEX E-7(B)&K-7(B) LOTS 190-194 I ALL BEAMS AND CONNECTORS PER ENGINEER I H BM23 14-00-00 1-3/4 X 20 LVL 6 FLOORPaClfi umber BK1 12-00-00 1-3/4 X 20 LVL 1 1 3 PL16-321 UPPER BK1=BLOCKING LOADING: BK1 11-00-00 1-3/4 X 20 LVL 1 5 RM1=RIM BOARD 150E TR,V` C COMPANY S 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 3 7/14/2016 ADDITIONAL POST TRANSFER RM1 10-00-00 1-3/4 X 20 LVL 1 7 BLOCKING REQUIREMENTS. BM6 10-00-00 1-3/4X20 LVL 2 6 RM1 7-00-00 1-3/4 X 20 LVL 1 2 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I lillIkk BM21 5-00-00 1-3/4X20 LVL 1 2 BM4 5-00-00 1-3/4 X 20 LVL 2 20 ACCESSORIES QN I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. II./��_������, � t BM2 4-00-00 1-3/4 X 20 LVL 1 5 - I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I IIS—I—`I—`III RM1 4-00-00 1-3/4 X 20 LVL 1 3 _ BM24 4-00-00 1-3/4 X 20 LVL 2 6 O HIT420 86 __ SHEET 2 OF 2 _ RMI 3-00-00 1-3/4 X 20 LVL 1 4 RM1 2-00-00 1-3/4 X 20 LVL 1 20 1-3/4 x 20 LVL BLOCKING 70' RM1 1-00-00 1-3/4 X20 LVL 1 6 __ DO NOT. © HUC416 10 SCALE: 1/4"=1'-0"on 24"x36"SHEEToosen, remove,cut or notch any part of the open web joist. • C PATIO CONDITION—) CONTRACTOR ONDITION—) CONTRACTOR NOTES: 1)VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNERS PLAN GONG.STEPS GONG.STEPS GONG.STEPS GONG.STEPS GONG.STEPS (UNLESS NOTED OTHERWISE) 11111U1 ■=11 II= iill 4)USE CAUTION INHEN CUTTING FOR ING =MI - 9)PROVIDE PROPERBSUPPORT AT ALL '"'--II iiia �ii3:iiailQii aa�a'Tiii Il�i�:��==� =111111-110111 ,uan'�Ti'n'�ir'T� s—i- SHEARWALLS ---Fftn1 _ _ �:""�°' :—.,.,__y:—=11 IIuSiT':ui�i—�iFisiii��ll Ilii"'= II - I, ii TH/5/5 A PLACEMENT PLAN ONLY: ! 1 This layout is to be used in conjunction with i.i (, _I Architectural/Structural plans.Verify all „„ 1 •• 1 II _ I I shear wall blocking placement and connectors, LOAD BEARING - LOAD BEARING WAD BEARING LOAD BEARING LOAD BEARING Purchaser responsible for approving this PONY WALL PONY WALL PONY WALL PONY WALL PONY WALL ayout prior to any construction. 0E5/6N NOTES: THIS FLOOR SYSTEM WAS DESIGNED TO MEET OR EXCEED THE LIVE LOAD (***17 OFL/4 ECK CONDITION*** TION CRITERIA OF FLOOR LOAD/N6: 40psf LIVE LOAD 1 2psf DEAD LOAD .1-1/2 RFPI-20®1 6"O.G. 9-1/2 RFPI-20®1 6"O.G. 9-1/2 RFPI-20 5 15"O.G. 9-1/2 RFPI-20 0 16"O.G, .1-1/2 RFPI-20 0 16"O.G. START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMINGSTART FRAMING HERE SLEEP/N6 AREAS: R1 R1____ RI HERE\ --_R 32psf DEAD0psf LIVE LOAD " _- _ I��_ ::JetiiROOFLOAP/N6:II : li 25p$f LIVE LOAD II ` 11 B Ie 1 1p0f DEAD LOADR1railialalMiniMieraRIMOI10170100:11 ) ' µ IR , ' 11 tt d I "� II - r it f 6 1 t l w f o 4 L u i!� f T # a o m 11 R !! t �' }( t I 9 1 11 I 1 I it 1 II I j I I _ _.: I II • H� Ri I1 _g -I5 -Q J3 -9 JB aP J 1: li li I'li !' I 11 il !I I 'I I ii• 'i '1 ! ij, w�1 1! II 1i 11 1 I 1pI eeL ""ate 1 it 11 �p �I _, Jti 1� a� j j I j ii I , =1w w9:x.xu: , li I Imt.16=17 It ry. RI I 1 HG 3 --lr-.---''''1ii -l II I, HDp z. �i p 3 _ I __- '._._ -_. 1 t '- .�. I .... -1^�{ ' I I MITRE d 1 R1 , i.«..wv=t.. -$-- I iI' ' I. I _n --- 0111 R1 1.•:,,,•!'7:;-.4.--7,17. � 1 HP511 1 II 1�.�h JT �1 Ji JT 1� Ji �� J1 JR Ji -lb .:T a J� 11 1 17 .11 -It .��t 1 .�� _i._. --'ed'H�'--.1 �•r— 41116.4\/\ mw R2 I I j j px �� f f -7;, ij I '' �� .I I j 1 tt I11 1 I II i� I ,�_ d_tP ���', I' m Q $n �4-. II it tl.: $11-0k: �a 4�A q.. Im m z 11 1 I 1 I� I' rn 3 Z Q RI R1 51RI I 51 1 i ''y�y m N Meviti. eoawaraM Ba J� .I I 51 I I R1 I I ! II R1 51 .1 ! II it I F1 R1 l I I I R1 R1 1 I -' , �f�— r Q� II it I 1I i • j I - �� RFPI BLOLKMG PANELS WRH BEARMG IVALL ABOVE II R2 11 II 11 -T II _ 11 R� II N.TS. 52 I i1 I II Ii it I Il II • II II I _4 R2 I I1 j I Iii 1 ' ( JB1 __ q Rai ....L.._. I i ,1 9 'H 9 I ,I l 1r0 I 3"7!AFI Ni"KBE L 0'l''''rl'' 3 1 I 1 I I li H '�-'- 3 I 1� .�Iii • _ — FEB OVA.1.HATCN 11' BELoN ro Fos,..Bore 1 B • �.9 i i L 9 ,I I pS A.I _? .13 J J9 121 mh J h$t 41 _3 i9 .� b up a n ���� B $ Br B1 ' I i y 05 b 43 Ji. I -B B1$i 1 ' J,k ev I Ir�i •I Ili, P r• 1 l ai 61 • 1 B R2 (' Iii • • I I a 'a � J�'' I i! II I 1 I �f R2 � 1 ; tII r Haj{R3 •_ — II' Hvx9 1 I II , ' I Ho 1, 9 5 If R2R.- i , 1 I 7, 1 II E„ 'I POST LOAD TRANSFER DETAIL B10 :� ..t H .-t-._..i`-r- R1 Li. I II 11 1 I-.0.--cr0 004,-,, y 1i_.. `�,..n .fi-t I 1d L II ,'. >ii s--'^-ELI- ...Kf .i J I R1 ., 14-...Eii 1 ..... J Tl..ri �. -aha.. _ 1 �. _C-'_'_{T� I� • Q a �..__-'.-f z�..... B + X CONFORMS TO DESIGNC R1 I H 2 Bto Nss. I I 3 .1_,,,,4,,,_1i' tW12 ® CONFORMS TO DESIGN CONCEPT ❑ CONCEPT ' I i 1. CONFORMS TO DESIGN CONCEPT WITH CONFORMS TO DESIGN CONCEPT WITH LI Ij l— — —� 2 2 ❑ REVISIONS AS SHOWN ❑REVISIONS NOTED ❑ NON-CONFORMING-REVISE AND RESUBMIT ❑NON-CONFORMING-REVISE&RESUBMIT 2 2 _-icJ I *»»FOLLOWING MATERIAL LIST COVERS EITHER CONDITiON.... I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HRS BEEN REVIEWED FOR GENERAL CONFORMANCE /MPORTANT-/ PL 16-321(MAIN) (LOTS 190-194) TM THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE REFERENCE INSTALLATION POLYGON AMERMAN MODERN R-PLEX 5.1(5)<-1(5) FABRICATORIVENDOR Of RESPONSIBILITY FOR CONFORMANCE TITH THE FABFICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN GUIDE FOR ALL FRAMING Mak a Material Width Depth erode Gay Cat LN TOtLth DESIGN DRAWINGS BID SPECIFICATIONS ALL OF WHICH HAVE PRIORITY DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES ALL OF WHICH HAVE R, ,.15 LVL Rim 1 5/4 9 1/2 1.5E 95 20 160 OVER THIS SHOP DRAWING. PRIORITY OVER THIS SHOP DRAWING. DETAILS AND I-JOIST INFORMATION R2 0513515 1 9 1/2 6 155 96 By_ David R Burnett _ _ Date 7/20/16__ ,OR, B15 BEAM 9 1/2 11 1/8 2.1E 4 24 g Arnold R.Boloeo11 Date:July 18,2016 M I L B R A N D T ARCHITECTS HDRI B15 Cascade 24F-V4 9 1/2 O 1/2 Fb 2.1E 2 14 8 Y' HORS Lescade5L24F-V4 5 1/2 10 1/2 Fb-2400 9 12 105 CT ENGINEERING INC LEGEND: B, RgidLem LVL 1 3/4 1/2 ,.5E 9 4 12 B2 RIg•Lem LVL 1 9/4 1/2 1.5E 4 2 Pacifi umber ���� B3 BIG BEA LVL , 1/4 1/2 1.5E 5 10 50 MAIN FLOOR JOIST LAYOUT be ( H )-=HANGER GALLOUT 54 BIG BEAM 5 1/2 1/2 2.,E 2 1 12 BS RlgidLem LYL 1 9/4 1/2 1.5E 3 12 96 56 DIG BEAM 3 1/2 1/2 2.1E 1 4 25 SCALE: 1/4"= 1'-O' & TRUSS ' COMPANY ® -SUPPORTING POST Br BIG BEAM 5 1/2 1/2 2.1E 22 14 909 B B BIG BEAM 5 1/2 1/2 2.1E 2 16 92 B9 1216 BEAM 9 1/2 1/2 2.1E 2 ,2 24 ® =POST LOAD ABOVE B10 SAWN SA 9/4 1/2 1.5E 2 B ,6 ROSEBURG URG FRAMING SYSTEM'" J131BLRG YL 3/4 1/2 ,1.5EE 11D 3 352 R =RIMBOARD J 12,1-20P 1 I-20 3/4 ,n 9 ,e 1B2 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 LB =LVL BLOCKING J2 121,1-20 5/4 1/2 11 B BB J3 12,1-20 3/4 1/2 56 14 504 quality engineered wood products for today's builder- JB -JOIST BLOCKING Ja 5E5-20 5/4 1/2 2 10 20 PACIFIC LUMBER COPYRIGHT 21)16 PLAN: AMERICAN MODERN 5-PLEX E-1(B)K-9(B) J5 12FR-20 5/4 1/2 a 1B 6a RIGIDLAM LVL RIGIDRIM CUSTOMER: POLYGON J J =JOIST GALLOUT 6 RFPI-20 s/a 1/2 12 25 936 These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 6. J1 12FR-20 5/4 1/2 26 26 616 The plans may not be re-used or copied,In whole or part,without wr nen permission from Pacific Lumber ROU$VES FOREST EO0V025 ROSEBURG ropEsr aroaucrs PLAN DATED: 1/1 3/1 b JB 12FF1-20 5/4 1/2 10 4 40 Company which retains copyrights to,and ownership of the plans.u9 of these plans by any other B =BEAM(FLUSH W/JOIST) J5 12F1.1-20 5/4 1/2 5 12 60 product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or HDR =HEADER(BEAM BELOW JOIST) 4.66665,145copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include /1 DESIGNER: KAM/L HENDERSON DATE: 7/1 4/1 6 Al TH0(1950-or-Irr9.5 44 penalties of up to$20,000 per work infringed,and 6100000 per work infrin•ed wIllfull. 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V it 181-7 lt? 1. .� I 914r 1V-7 yr 4 01 e- 6 cm _ ,- -0 II 0 CV ,g2 I 19'-1' I � CC Cr) J COm XI CONFORMS TO DESIGN CONCEPT ❑X CONFORMS TO DESIGN CONCEPT 0 0p W ❑ CONFORMS TO DESIGN CONCEPT WITH ❑ CONFORMS TO DESIGN CONCEPT WITH W W CO 1 REVISIONS AS SHOWN REVISIONS NOTED J o o El NON-CONFORMING-REVISERESUBMIT0- S & I—I NON-CONFORMING- REVI E AND BMIT a C S N RESUBMIT c. THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN ONLY ANDDD FOR GENERAL CONFORMANCEEIEVE Z . O WITH DESIGN CONCEPT DOES NOT RELIEVE THE 2 Z �- WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITF'DESIGN Z 0) Q FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE Q d Z z DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY PRIORITY OVER THIS SHOP DRAWING. Z V Z O OVER THIS SHOP DRAWING. C4 Q C y By David R Burnett Date 7/21/16 p --I 111 0 0 By: Arnold R. Solomon Date: July 20. 2016 MILBRANDT ARCHITECTS ,_ rz . rz o CT ENGINEERING INC J W Q w W g _ 00 -, > p a --=' a ° � � Q wJ CO a a o