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Plans (53) c l oi_swrgrc14c TrrG . -7 m,e% 7 —(3G)/ / SW ROY ROGERS ROAD .� . „f ,,,, LEGEND: ....""'is ��, PLANT STREET TREES: SS SANITARY SEWER Pacific 2" CAL. KATSURA TREE/ SD STORM DRAIN Community CERCIDIPHYLLUM SIDEWALK DOsign 564 FUTURE CURB AND GUTTER TYP. '-- WATER LINE SVV Main - _," ® JAPONICA, TYP. C MANHOLE 2Tgard,OR 97223et ..— 77 -\ —' 50 — [T]503-941-9484 4 L== .._-. .0 ',----- -- 10.00' �� 7. ;, f \ CATCH BASIN DATE: 12/07/2016 - LANDSCAPE TRACT _ � / PUE �' STREET LIGHT -- _ REVISIONS ,-- _ -'7-,-- �- _ PERIMETER _ ?' _ / = STRAW WATTLE PER R NO. DATE DESCRIPTION l '.\,/ I — �/'4' — — 8.27 I / ,' EROSION CONTROL '\V / 310.4 1 :� � 309.6 / -\/7-11—' STREET SECTION, SEE -- . . — 15.3'_ �� — — : -- 0 a � r�`J ,�_ - _ CONSTRUCTION DOCUMENTS k, I _r i ! \� M— V----- -- / ...� - rc - `-- 12., - r -- ,� - - 1-1 / t' - - -- - - n-j----71 - SETBACK SUMMARY l I / I / /' 1 {// 11 / I l I FRONT SETBACK: 12' BUILDING: / 0 / y I / :1 REAR SETBACK: 10' / 5PLEX-K6D:— i 1 1` —� / (— COVERED PATIO: 5' UFF=318.6 / I I /'f SIDE SETBACK:* 0' li GFF=309 / .6 / 1 I GARAGE SETBACK: 20' co F I I 11 I 15 PORCH SETBACK: 8' _ a 0. TRACT A I � 152 153 '1 11 154 ( 157,az 156 T RACT B 157 a = _ / CN 0.00' > 1,066 SF 0.00' ---• I I I I- 1 '; * FIRE CODE SIDE SETBACK: 3' 93 _ , FRONT N GARAGE I - �� 1J / o _, / I / 1.1 1 o ! 5 -- ,r 1 , II# I---- L -_--- "-tell al 1g- — t ---- _- I I - -I I — I PUE—/ jl I / I LOT COVERAGE: o 7- t in 20.00' �r� 1 — 1,1„.__ ` 66 SF f _, 1 ----,,\ ,� LOT AREA. RIVER _ `, r „ � � .. ��ewrs� ®����y�� �,®v�1 PGE L—, \ BUILDING FOOTPRINT: 570 SF 3 l l 15 3'\ [_ 30'8.9 i r / \ / I�7 - TERRACE - r • ° f '” 310.0 Ill / / .. 1 i ° i COVERED PORCH: 17 SF NORTHWEST f p �+ �/ i V Ln .A 'I, . CANTILEVER LIVING SPACE: 10 SF • Illi / .<"' —SIDEWALK > o I. ,, COVERED PATIO: 0 SF `� E asCl as as as PLANT (1) STREET� 1 a - DECK AREA: 72 SF TREE: 2" CAL. WATER METER 1 SW AUBERGINE TERRACE . 32.00' = LOT 154 csi SKYCOLE HONEYLOCUST/ o M I / TOTAL COVERAGE: 669 SF PLOT PLAN 17- GLEDITSIA TRIACANTHOS INERMIS SS == 55 SS ‘ ,-/- --SS---,,,,,,/ ' 6 SANITARY LATERAL o \ o \ 0 62.8 % H ° _ .. I_ IMPERVIOUS AREA: 865 SF ~ .// / ,x-11 Ir lL--_- --_ f it I iii CITY OF TIGA ,� cp RIVER TERRACE NORTHWEST (503) 221 -1920 Approved by Tannin g 3 }Q PROJECT NO.: 395-037 2S1W6 Da : TYPE: CONSTRUCTION N- SCALE REVIEWED BY PRE ea LOT 154 (R-12, ROW HOME) Initials: S_._ 0 10 0.0 RIVER TERRACE NORTHWEST Z 13102 SW AUBERGINE TERRACE 1INCH=20 FEET /7572/2 -- e2/ / SW ROY ROGERS ROADLEE GEND PLANT STREET TREES: Ss SANITARY SEWER Pati tic 2" CAL. KATSURA TREE/ sQ STORM DRAIN Community CERCIDIPHYLLUM SIDEWALK _ _____ WATER LINE ( Desi at JAPONICA, TYP. FUTURE CURB AND GUTTER, TYP. 12564SW MainStreet --- -P- ®) MANHOLE : _ _ ! Tigard,OR 97223 / ry 1 730'. O]sos 941-9484 ___ p _ 10.00' \ CATCH BASIN 4 DATE: 12/07/2016 LANDSCAPE TRACT -_. � x/PUE :yam � j STREET LIGHT REVISIONS Y STRAW WATTLE PERIMETER I NO. DATEEVI DESCRIPTION i/ �\ 8`27' y� t- / / 7A- / 7, EROSION CONTROL 310.4 309.6 / i _� � �,\ /....— \ STREET SECTION, SEE mi. 15.3 I - - Kr- - - , CONSTRUCTION DOCUMENTS o \ — - I ? �, `n _ - �. ,ami n — Fr — r - - 12.50'- - - 7-- 7-7 --, - --- -- - 1' II I I' --: SETBACK SUMMARY 1 i i IJP 1 el f I ri FRONT SETBACK: 12' li BUILDING: 1 / 1 y REAR SETBACK: 10' / 5PLEX-K6D i 11 / ,j COVERED PATIO: 5' 1 UFF=318.6 I 1,.. I / ` SIDE SETBACK:* 0' o I GFF=309.6 �� GARAGE SETBACK: 20' �EI ca I I I �; I1r�i I ,1 PORCH SETBACK: 8' TRACT A 152 153 as € 154 3 15 156 112ACT B 157 / 15E Z 0.00' 1,066 SF 0.00' j I f * FIRE CODE SIDE SETBACK: 3' I_ / FRONT ._, / it ES I GARAGE / j J I 1 1111 II -- _! , IF - _ ��--- I' -_- .p 'I�-. 1 n = o I __ 1 —1— IIT 6.00-_ II I -_- � PUE / / LOT COVERAGE: � I - -1 - -1 1— - 1- -1 /1 I / I - 20.00' '( r --� 1 p - - - - _ /— _ LOT AREA: 1,066 SF j - _ R P f RIVER L. BUILDING FOOTPRINT: 570 SF N - 15.3'\ r P 1 V / -- TERRACE f 308.9 _ LA -a 03 0 310 0 I I I - / [ COVERED PORCH: 17 SF NORTHWEST Lo 1 p ® `" � `^ \��„ I .1 �, CANTILEVER LIVING SPACE: 10 SF �� ti;/N SIDEWALK 'K 01 I �_ =, ► r �_ � l COVERED PATIO: 0 SF Lo PLANT (1) STREET, I aS as as as— TREE: 2" CAL. WATER METER SW AUBERGINE TERRACE 32.00' DECK AREA: 72 SF LOT 154 N SKYCOLE HONEYLOCUST/ 'o r' 0 1. 1 TOTAL COVERAGE: 669 SF PLOT PLAN GLEDITSIA TRIACANTHOS INERMIS ss / ,: L___ ss I- / ss ...... „ _-__ s- -- r SANITARY LATERAL T, o o „o° 62.8 % cs 7l,J /.... ff IMPERVIOUS AREA: 865 SF � 1 3 , 0 1 1 \ 1 E_ __ r U CD i 4 1j i� `-' 1r 1 _=1- _-- i I /t CITY OF TIGARD Approved by PI nning RIVER TERRACE NORTHWEST (503) 221 -19203 0 PROJECT NO-: 395-037 O• 2S1 W6 Date• 1 /-4. TYPE. CONSTRUCTION N. OD LOT 154 (R-12, ROW HOME) Initials: , S SCALE REVIEWED BY: PRE 10 0 Lo 0. RIVER TERRACE NORTHWEST 1 INCH=20 FEET Z 13102 SW AUBERGINE TERRACE PACIFIC LUMBER COPYRIGHT 2016 ROSEBURG FRAMING SYSTEM'" ,,, , , ' ^� qualify engineered wood products for iodav's builder These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. :,w;;,.r a The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI LAM LVL RI G�SRI;M" soup BLOOK n�� ,I/I/ li .osrs rRo�neo.e Company,which retains copyrights to,and ownershipof the lams.Use of theseplans byan other , RING.rP y m"„�,�„-,. , ,r,°.=,„7.=',,,,cs product f these other than gesPacific is ndr Company is strictly Infringes Unauthorized s tse or '1�;o.•- _.. ` onrosow ¢osaEeu3re FOREST PRODUCTS .opsre cts G copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include \` anDdrrro ros.nsove penalties of up to$20,000 per work Infringed,and$100,000 per work Infringed willfully. 1 ,II�� 4 RFPUJoin _.::::E.7...2"..= iii/ ��./ .., CONTRACTOR NOTES: 1,E5/6N NOTES: ........ 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ,,,,,,-,,,, 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ^"""°-°'""""°°a'"'^"" (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RPPI'BLOCKING PANELS IVRH BEARING r1ALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 WIG. N.T.S. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD TH/5 ISA PLACEMENT PLAN ONLY. SLE ps f LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all - 9-1/2 RFPI-2O e 16"0.C. 9-1/2 RFPI-20 5 16"O.G. 9-1/2 RFPI-20 t•16"O.G. 9-1/2 RFPI-20 5 16"0.C. 9-1/2 RFPI-20 5 16"0.C. shear wall blocking placement and connectors ROOPLOAD/N6: Purchaser responsible for approving this 25psf LIVE LOAD START FRAMING HERE\ START FRAMING HERE START FRAMING HERE I START FRAMING HERE START FRAMING HERE ayout prior to any construction. 1 Tpsf DEAD LOAD R1 \ R1 \ / R1 ( R1 / I RI e '�; e '"I, ., r.. > _ —p v Y 1"H C ae ro poi 1! r R' I J SI ii II 1 I •1 I' I 1 R' ® CONFORMS TO DESIGN CONCEPT _ ! ak 1 1I, I 1 _� ' ❑ CONFORMS TO DESIGN CONCEPT WITH N RI ! ,fit J3 3 ,1 J3 -3 i3 _3 _ I l �I 1' i3 �' -3 ' J' R1 ❑ NON-CONFORMING I ' REVISIONS AS WREVISE AND RESUBMIT M_ I 1, J__,"* „, �1 1 _i .1 1 , .1 .1 J1 ='-_= THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 1 ! 111TH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 5 I , 1, I I IV FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE R1 i C q, ,,...:.,..... '_.__- 1 - li_ I __ ,� R, DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY I ' Hc';i3 Hens # I --` _� HC Rs OVER THIS SHOP DRAWING. ; T--- en f HO 1 ! -1, _, 17 _, J4 ., y, �, _, ., , ., _, J, , _ ., H _, ,, _, j, , _, HaR1I RI D-I By: Arnold R. Solomon Date: July 18, 2016 1 ! j II SP1 2 dN CT ENGINEERING INC in W R2 1 2 to J W Z In 6A a::: 4:: 41.1- A l--4A j-p,= I II 6» r D Q�� 11 1 I 1 <3 © CONFORMS TO DESIGN CONCEPT I I I I I I 1 ') r® CONFORMS TO DESIGN CONCEPT WITH I; R1 R1 R1 I R1 RI R, I' R, R,I R ❑ REVISIONS NOTED 0b R1 R, R, Ri R1' R1 106 I 1 1 1 0 NON-CONFORMING-REVISE&RESUBMIT 1 Ii l 11 R� - ! THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ' 1 ' 1 1 _ WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE R2 P it i R2 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN I I DRAWINGS,SPECIFICATIONS AND APPLICABLE CODES,ALL OF WHICH HAVE -I 1 - I a, PRIORITY OVER THIS SHOP DRAWING. J61i i JB1 1 __ JB1 _ "R1 ' 1 HPRy h�Rs ° pR� • o .fib _3 j 3 .1 By David R Burnett Date 7/20/16 i ,,t rTi_fII: I I B I� B ! HS Ha , i R MILBRANDT ARCHITECTS H j it '1 a91 „i 1 /1-1-14.4, J � I I '€T Tr ? Bn p 4 ss y J3 �3 a J3 =! 3i _3 3 J .Ids I 9 _3 Jp .�3 J3 $ ° I 4 0+ I yo qt 0h B'r1 fah �i $'r la, 1 t� Bt ,W7 B`r I Bt oh -114 t ii ; ! I R1 • R2' JP ( I_ 13 ..b ._ti. I ,J� I HDF3 H•R3 Li_ 4„ L la IJL,� HDR3d —R] I 5 .� R2 Tl... •'Hexa .,_._ a ..j ~ _._ - _ _ _ J€ - a.RB:ix _ - II 1 ® -B3=L -_;!R1 R1 _--.L B5 .:---. 4-±' ____63 --..II_..J x1 1 r HO i2 I ..t.:' R2 4Es Zs \4 D. )E). .01 V PL 1 6-1 22(MAIN) LOTS 152-156 POLYGON ENGLISH REVIVAL 5-FLEX E-6(A)K-6(A) Mrk• Materiel Width Depth &rade tatty Cut Lth Tot Lth R1 1./5 LVL Rim 1 3/4 9 1/2 1.5E 39 20 150 R2 0513 Rim 1 5 1/2 6 16 96 HPR1 BIG BEAM 5 1/211 1/5 2.1E 4 16 64 /MPORTANT1 HDR2 cascade S.L.24F-V4 3 1/2 10 1/2 Pb-2400 2 14 28 REFERENCE INSTALLATION HORS Cascade S.L.24F-V4 3 1/2 10 1/2 Pb-2400 9 12 105 51 RigidLam LVL 1 3/4 1/2 1.5E 3 4 '12 - GUIDE FOR ALL FRAMING B2 RigidLam LVL 1 3/4 1/2 1.5E 4 2 6 DETAILS AND I-JOIST INFORMATION B3 RigidLam LVL 1 3/4 1/2 1.5E 5 10 50 54 BIG BEAM 3 1/2 1/2 2.1E 2 6 12 135 RigidLam LVL 1 3/4 1/2 1.5E 3 10 30 LEGEND: 56 BIG BEAM 3 1/2 1/2 2.1E 10 4 40 MAIN FLOOR JOIST LAYOUT 6E BIG BEAM 3 1/2 1/2 2.1E 22 14 306 56 SIG BEAM 3 1/2 1/2 2.1E 2 16 32 SCALE: 1/4"-1-0" 1 -HANGER GALLOUT 59 BIG BEAM 3 1/2 1/2 2.1E 2 12 1.5E 1 1 b 3 24 3 Ra umber (H �/ JB 1 BLKG 1.TS LVL 3/4 7/2 54 ��: ® -SUPPORTING POST J1 RFPI-20 3/4 1/2 9 18 162 J2 RFPI-20 3/4 1/2 11 6 66 & TRUSS , COMPANY ® -POST LOAD ABOVE J3 RFPI-20 3/4 1/2 36 14 504 '4 J4 RFPI-20 3/4 1/2 2 10 20 R -RIMBOARD J5 RFPI-20 3/4 1/2 2 15 32 10515 SW ALLEN BLVD BEAVERTON,OREGON 99005 (503)558-9663 LB -LVL BLOCKING J6 RFPI-20 3/4 1/2 14 28 392 J9 RFPI-20 3/4 1/2 26 26 696 PLAN: ENGLISH REVIVAL 5-PLEX E-6(A)K-6(A) LOTS 152-156 JB -JOIST BLOCKING J8 RFPI-20 3/4 1/2 -10 4 40 CUSTOMER: POLYGON J -JOIST GALLOUT J9 RFPI-20 3/4 1/2 5 12 60 PLAN DATED: 1/13/16 B -BEAM(FLUSH W/JOIST) Acceaeorlea NOR -HEADER(BEAM BELOW JOIST) H1 THO 11950-or-ITT9.5 43 DESIGNER: /CAM/L.HENDERSON DATE: 1/14/16 H2 HUG01.81/9 4 BBO-BEAM BY OTHERS H3 15410 10 -3 2 2 (MAIN) SHEET: 1 of 2 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 j START FRAMING HERE . START FRAMING HERE Q Q O 0 0 LBM30Js. JBM61 BM6 RM c-� c - J ] BM6 a ; RM1 �u IRM M1�II -o 7- it �_ fBM30J D D E.' — --11 _8,_„==.___=. �Ik— _ + }, ® II ff l'fii I Wj �IIrY- - — -II -�—Q- I _ _ :17_ �1K RM1 9 I �i t t_ m m m 1 D , E''. rn w nl �= nl o ItaNcl R JRM1 O I LL LL LL LL LL IOL �� -� � O O D LL LL � W !R O O O O O O O_ 4 Q _ II h'ff 1 �.1,_ —�L — , I1 LL ll. II�L II LL LL It LL LL cp tl, Allis N W N Up rp p� qO'1- @13-0I-00 ° ili ! Q 1. 2-10-15 ITRA ® - 012_'15pLh 'u. . Y Q ' ®� { ' II� oz ti? tai tai tai Iii mi. LL d Ia in , 0 n F0 • 0 0 m F14 0 a I. �n F14 �:�u �a�a��o I n III /43 I FOB I F14 i nl0 „III i P F11 I 1` F11 I F11 f F05 I 1 _ ! I q Ill' F03 I I F11 I F71 F11 F03 I51 cr F03 Ire E f11 1 F11 I I F11 I F03 PPR ! I0 I I F11 I F11 I F11 I I F03 � lI F06 1 1 A Mil. F13 F13 I F1 F03Fin 9 F03 �� Ill F12 I F12 ,ii A O �l, , ri �-. 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F02 dij w �{ f' a I F02 z F02 I I J F11 y JRMIJPI� RM1 -03 r� u lu N1 I J - F11I mom F02 0 5 T F01 '5 -� .q �I�, BM 4 11-0 i 1-03-00 1 BM24 5 u-� �i, '-�I ix �RM1J —� [� rR 1i T �i F01 1, w, N- N- ® CONFORMS TO DESIGN CONCEPT > JRM1� ❑ CONFORMS TO DESIGN CONCEPT WITH 1.1 ❑Q CONFORMS TO DESIGN CONCEPT cc a v cc w g REVISIONS AS SHOWN to o ❑ CONFORMS TO DESIGN CONCEPT WITH of p a K < O Z REVISIONS NOTED m LL rn o ec o ❑ NON-CONFORMING-REVISE AND RESUBMIT a 3 Z Q ❑ NON-CONFORMING-REVISE&RESUBMIT a p a 3 a z THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE = x O - 3 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE rn '- N WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE m WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE os F. FABRICATOR/VENDOR DF RESPONSIBILITY FOR CONFORMANCE WITH THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN v - DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE OVER THIS SHOP DRAINING. PRIORITY OVER THIS SHOP DRAWING. By: Arnold R.Solomon Date:July 18,2016 By David R Burnett Date 7/20/16 CT ENGINEERING INC MILBRANDT ARCHITECTS Products PIotID Length Product Plies Net Qty BK1 37-00-00 1-3/4 X 20 LVL 1 5 JOIST WITH RIM RM1 37-00-00 1-3/4X20LVL 1 8 POLYGON RMI 15-00-00 1-3/4 X 20 LVL 1 2 RM1 14-00-00 1-3/4 X 20 LVL 1 3 BM23 14-00-00 1-3/4 X20 LVL 2 6 ENGLISH REVIVAL 5-PLEX E-6(A)&K-6(A) LOTS 152-156 I ALL BEAMS AND CONNECTORS PER ENGINEER BK1 12-00-00 1J/4 X 20 LVL 1 3 Pacifi umber BK1 11-00-00 1-314 X 20 LVL 1 5 PL16-322 UPPER BK1=BLOCKING FLOOR LOADING' D 40 LL BM30 11-00-00 1-3/4 X 20 LVL 2 4 RM1=RIM BOAR BK1 10-00-00 1-3/4 X 20 LVL 1 3 750E & T R U SJ COMPANY RM1 10-00-00 1-3/4 X 20 LVL 1 7 7/15/2016 REFER TO STRUCTURAL PLAN FOR .7 J BM6 10-00-00 1-3/4 X 20 LVL 2 6 ADDITIONAL POST TRANSFER RMI 7-00-00 1-3/4 X 20 LVL 1 2 BLOCKING REQUIREMENTS. BM21 5-00-00 1-3/4 X 20 LVL 1 2 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN BM4 5-00-00 1-3/4 X 20 LVL 2 20 BM2 4-00-00 1-3/4 X 20 LVL 1 5 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I.��_���—;��_SII RM1 4-00-00 1-3/4X20 LVL 1 3 ACCESSORIES QTY I ��� f=`I� BM24 4-00-00 1-3/4 X 20 LVL 2 6 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I I� — _ _`I'�I RM1 3-00-00 1-3/4 X 20 LVL 1 4 HIT420 86 RM1 2-00-00 1-3/4X20LVL 1 20 O _ SHEET 2 OF 2 _ RM1 1-00-00 1-3/4 X20 LVL 1 6 1-3/4 x 20 LVL BLOCKING 70' DO NOT: © HUC416 10 SCALE: 1/4"=1'-0"on 24"x36"SHEETLoosen, remove,cut or notch any part of the open web joist. N >- z..4 C N � 3E { a Q E 0 U 84'-2" 3'-71R' 15'-5 1/2' 1 W-811 r 15'-51/2' 13'-71/2' a 2',31 ' 11'2 U2' G moos 11'-21/2' , 1 © --,... 1111. lirm�■■ - el-- 111E31111. ■■■■ 1611111 Iti 6 3 ©I■■ ■ !IIPIJJ.!UIiIRI en, =iu 111 MIMEc 4 mull irk 9:12 i NEW II\N a,3 cm3 4'I .�����<<:w�I U• v-. 1111111,90, .741 . ' ' lir ,- F ei aa ��a►iR�l�Y ! 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PRIORITY OVER THIS SHOP DRAWING. is J in JO y By: Arnold R. Solomon Date: July 20, 2016 By David R Burnett Date 7/21/16 w J ( w ~ v CT ENGINEERING INC MILBRANDT ARCHITECTS ° a 0w JZ W _ m a a 0