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Plans (31) 7 At SZ' J c Cr�°'c, l ,.....:. AW AAAAAA PI,pA A .. ,MUM, .---..,^,i LEGEND: PLANT STREET TREES: SW ROY ROGERS ROAD 1 I ss SANITARY SEWER Pacific 2" CAL. KATSURA TREE/ SD STORM DRAIN Community g CERCIDIPHYLLUM r -- w WATER LINE Desin JAPONICA, TYP. 12564 SW Mar,street FUTURE CURB AND GUTTER, TYP. �` MANHOLE Tigard,OR 97223 ./;--=' i''•.. -- ,1, �`', [T]503-941-9484 10.00' t y-=- `.. ` "f. - f A �-— , {f' f � DATE: 10/06/2016 CATCH BAS I N 7:7t----.7-7----4.7--_-- LANDSCAPE TRACT / ,, _ _ -r- = v 7"`_ — -.:1"- ____,_.-, z, REVISIONS -LSTREET LIGHT ,----722-_-/ -. k' 7.50' - ` - h _� PERIMETER NO. DATE DESCRIPTION STRAW WATTLE REGFI EROSION CONTROL _ / ,tip ' - STREET SECTION, SEE ,-: - CONSTRUCTION - _ 0 273.3 9.04 -- DOCUMENTS 1 �' 272.9 ��.. - �_� 15.3'- - - - _ _ - k° ry DEC274 t ..__ E 2 0 ?016 S ------------- — -2III -- I " OF , -__ � 72 _ �� SETBACK SUMMARY � -� ��� -- 13.21 - - - - - P Y ____ .� �T _ 0, �, _.��_ 1 I FRONT SETBACK: 12' BUS LDIN g r,r I fi---- --- I-_ ---- r II REAR SETBACK: 10 ' wr 41, it I I 198 11 I COVERED PATIO: 5' ----- -_ -. 1 •a' _�.- i_ —o_i CIf1F CFTRA!l! °7 • {' r -_-_ ,i . � , GARAGE SETBACK: 20 E I 11 � BUILDING: PORCH SETBACK: 8 a , Ii 6PLEX-K7A f I , `� 93 194 ' I 1 UFF=278.1 II * FIRE CODE SIDE SETBACK: 3 o TRACT Ii 195 I 196 , 197 i GFF=269.1 199 200 II TRACT J 3t r- I �'' I 1 I - i �� I l IT I I1 in FRONT • ; 0 1 ' AN GARAGE ^ LOT COVERAGE: 1 M- X 11 o. t_i---------114__"1 , ,p _ L______ _____L= ---� �` 1 I LOT AREA: 1,096 SF . I ---1-- =- r 72-- II Il ---E I_ _ I I II -I -- 11 RIVER „L., _ - 21.18 _ 1 -SIDEWALK L v., — — — - - - _— _ - - - - - - BUILDING FOOTPRINT: 563 SF TERRACE _ _ _ - I - - �� _ - .w�41..�� ��.L�,�.__ _ ..�� we.�.e .o.�����.�����. � _ ---' COVERED PORCH: 32 SF NORTHWEST — - ORTHWES a, - 15 - 3' T Ty IP, v;, - ipi 267.9 �. _ CANTILEVER LIVING SPACE: 9 SF a 267 6 ,.._ _ ,,,..- „...„- Ar Mk A ,_ COVERED PATIO: 0 SF Lo % w- - __ / WATER METER �`^ ` - o - _ - --_ 1 `W , \ /' At_ \/- - w / DECK AREA: 72 SF _, � - LOT 198 P - QS -� as L as---.......--_ - a5 TOTAL COVERAGE: 676 SF a SANITARY LATERAL 32.00' PLOT PLAN -.. ----ss __ __- I 61.7 % - u S _ --_ SS,- --- — I __-_--..._- -1 SS -- ..- -="- S - �� ` o SS - ebb IMPERVIOUS AREA: 872 SF i 1 BEACHPLUM „/ - -�---- � ',.l SW TERRACE ,��-�_ ollr 4, 11 D_ __. - �. -. - _ _ , a _:;._ �� _��� CITY OF TIGARD Plapning _ — = _ — —i \ Approved Date: /I P RIVER TERRACE NORTHWEST (503) 221 -1920 JCP o C Initials. 0 PROJECT NO 395-037 2S1W6 TYPE: CONSTRUCTION OREVIEWED BY: PRE LOT 198 (R-12, ROW HOME) S10LE 20 co RIVER TERRACE NORTHWEST 1 INCH=20 FEET Z 13436 SW BEACH PLUM TERRACE i. LEGEND: PLANT STREET TREES: SW ROY ROGERS ROAD SS SANITARY SEWER Pacific ii 2" CAL. KATSURA TREE/ Community SD STORM DRAIN Desil7n CERCIDIPHYLLUMv WATER LINE b JAPONICA, TYP. FUTURE CURB AND GUTTER TYP. t 12564 SW Main Street C� Tigard,OR 97223 u ' [1]503-941-9484 MANHOLE 10.00' ' r��"' CATCH BASIN xs ; r r ..t 1 , i DATE: 10/06/2016 - =-__.. LANDSCAPE TRACT yti � �l 1 �,; �\ - — STREET LIGHT i REVISIONS -�-7eI6 _ fir, 7.50' - -` ',ti. >. 1 A STRAW WATTLE PERIMETER No. DATE DESCRIPTION ' PUE ----7'--------/-- - .. ----_f t";3 �' ._ --- x / y- 1;, a EROSION CONTROL ki �. i r �l ti � l �, - © STREET SECTION SEE v, 9.04 - - CONSTRUCTION DOCUMENTS ( 4 ' '' -- 273.3 __ -__. 272.9 . .. --- E..."- 15.3'-- - - - - ; ,-- - DEC M� _ f� - - I__ � � � 1F 274 1� -- SETBACK SUMMARY - _- -_---- 272.- IIII - I z -- - -13.21' - 1. I�fr -),E P" t . II �— i1 FRONT SETBACK: 12' " � r ' firAlTreili II ---- V --- _i I_L:I I REAR SETBACK: 10I I i �� 198 ``- ..-.. COVERED PATIO: 5rr6sF i• e 1 J r 1 GARAGE SETBACK: 20 J EiI r BUILDING: I PORCH SETBACK: 8 a h �I i 6PLEX-K7A 1 93 19 I i j j UFF=278.1 11 * FIRE CODE SIDE SETBACK: 3' /TRACT I 195 1 196 197 1 GFF=269.1 199 200 0I TRACT J I N F__' i I , i ; :. a ti ; - I FRONT �' 1 co _ " _ I AI �^ GARAGE I LOT COVERAGE: I I Z --- -- I I -- - - _- f I LOT AREA: 1,096 SF o _ I LE-1_____, I 1•• L — I, I I n'—�[ I 1' �I 1—I 21.18' I ____ ______— 1SIDEWALKRIVER ,,, - - - - - _ - - - - - - - BUILDING FOOTPRINT: 563 sFTERRACE o> - - -- p��o �� � 014"— �ei� ,rs� �o .a,.14110-�0P�1��00� �4.����� COVERED PORCH 32 SFNORTHWEST 267.9, \ �, - F� PUECANTILEVER LIVING SPACE: 9 SF lirli v11111 el SF vi �. 2676� __ - COVERED PATIO 0w -- \ WATER METERo -- --1 _- _ _ �, , , 1_- \ -_W i -� - DECK AREA: 72 SF LOT 198 o, s L — fly i �STOTAL COVERAGE: 676 SF32.00' PLOT PLAN SANITARY LATERAL 61.7 % --Oma' S, — g,'fib__ — SSI- _-- ISS ~- - -� -Le'',____‘,„.6.,,I.,0 - i \ (,._.." -k. f, tibIMPERVIOUS AREA: 872 SF 2cT_ — / I SW BEACH PLUM TERRACEr) 7.-) C' 4t-- ----KE-7 0 " • mmear-,,A ""' —2-\ —"V •"" r...-,--,--z,-_,,,,. l CITY TIGA pF RD °' Approved by la_n in8 5-037 E.) RIVER TERRACE NORTHWEST (503) 221 -1920 Date: 0 P 2S1 W6 n / S PROJECT NO.: 39TION i l iti a l5. li-- TYPE: CONSTRUCTION O i 1 1. J 1,-. SCALE REVIEWED BY: PRE 4 LOT 198 (R-12, ROW HOME) 0 10 0 RIVER TERRACE NORTHWEST Q1 INCH=20 FEET z 13436 SW BEACH PLUM TERRACE CONTRACTOR NOTES: 1)VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) CONC.STEPS GONG.STEPS GONG.5TEPS GONG.STEPS CONC.STEPS 3)ALL BEAMS PER DESIGNER'S PLAN GONG.STEPS (UNLESS NOTED OTHERWISE) •MIMI IMdl bill 1•1114)USE CAUTION WHEN CUTTING - _ c ,. _ - - FOR PLUMBING S)PROVIDE PROPER SUPPORT AT ALL ri.......iraziiiiiiiiiiirill Ileii�iiEuii�i�ili:iiiiIlili Il�iii�%-=^�—i�ici:3ril�lill Ilii�t�i:i:1111�d:iii�ill Ili�id:iiiins-=:i�i�iill Il�i� i�iG—_ �Ic:. o — —_— --= _— I11 111 -_ - SHEARriALLS 11 l .r II TH/S 0 A PLACEMENT PLAN ONLY.TMs layout is to be used in conjunction with I .� !I I, _ THIS plans.Verify all shear wall blocking placement and connectors LOAD BEARING LOAD BEARING LOAD BEARING LOAD SEARING LOAD SEARING LOAD BEARING Purchaser responsible for approving this PONY HALL PONY WALL PONY HALL PONY HALL PONY HALL PONY HALL ayout prior to any construction. PE5/6N NOTES: THIS FLOOR SYSTEM HAS DESIGNED TO MEET OR EXCEED THE LIVE LOAD DEFLECTION CRITERIA OF L/480 FLOOR LOAD/NG 9-1/2 RFPI-20 0 1 6"O.G. 9-1/2 RFPI-20 0 1 6"O.G. 9-1/2 RFPI-20 0 16-O.G. 9-1/2 RFPI-20®1 6"O.G. 9-1/2 RFPI-20®1 6"O.G. 9-1/2 RFPI-20®1 6"O.G. 40psf LIVE LOAD 1 2psf DEAD LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE � START FRAMING HERE START FRAMING HERE START FRAMING HERE INS -'---'—'—' '—'--' — SOpn f LIVELOAREAS , - ,_.__—., f LIVE LOAD 30p5 iRmR�1r1�rRG[fINNRRN�IRN�RNNI �I���._�I_ '�rIR�� iiw���l�i�i .i�i�i� � ��� �i�i�t�i�i i�i� t I 1 2 f DEAD LOAD ami —moi_.�..._._:._._ _�. __ Ps IIJ!JIII1III ! ! 'I 1' i I I I III _ II I 1 1 I I I II I II II I� 2il__ II i I , i IiII1IUIIIIi.- II .- ..r.I___. E1i' , I i I I I I I 11 1j II I I . I 1� ! ! I u�— (I� I II ! I I I I I I� ! 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R1 RI 1 1 I I i I , R1 R1 11 I Ra 11 I Hu r �/ _ I R1 I I R1 R1 I 1 Si R1 R1 1 I wain •!1 I I I 1 R1 1 I I I I II 1 I _ I 1I II I I R1 R1 i II 1�1 RI i i Rt I II ! is �� gr ".awo�u�gwnYwwnew.q J Ptim_ I I I I I I 1 I I 1 I I I I I ' i I I I I RFPfBLOCKNG PANELS BEARNGYNALL ABOVE 1 I i 1 R2 I I I I I I I I ;� I I 1 lI I 1 1 1 , 1 1 i I 1 I - R2 NTS. -II, 11 I Ja11 I I I I 1 I i 'i .. _�. _ .>_.._ s I 11 •,R i 1•I ,H 1 I f 1 '+ ,, R�., 'I 'I I� S Jb b �4 .. -I 1 j�f+pli4} '° 11 li , 1 i I ,i) �� >� E rl' I II l 1 1 1 1 i� 1 1 I 1 1 11 I p Ii ii i Ii 1 Sr, II 1 1 l i 3 — 3 (I I I I I� I 1 I I h� 7r1 � I1 1 I I' SOLO"BLOC.ALL s. I 1 11 1 �; - i I I 1 i I' H1 I IFIV m II 1 ' i '1I 1 i ; 1136 .111E1 1 T i t d I iI I I -;�i .{3��3 - I I 3 .3 .9 .d -i9 .19 .3 { .B Jd 1E s E ! \ EELory To ro9T AEove. , . iI! a (�Tj TI .B I ! ph I IIiE BP IDr BiI i alt Ir I BT I hIBR I • IBI .al `�I'� R_ ,. 11 ! 1 I I 11! 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M ®CONFORMS TO DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT IMPORTANT/ ® REFERENCE INSTALLATION .....FOLLOWING MATERIAL LIST COVERS DITHER CONDITION+••'• ICONFORMS TO DESIGN CONCEPT WITHCONFORMS TO DESIGN CONCEPT WITH PL 16-329(MAIN) ILO»115-.V) ❑REVISIONS NOTED 0 GUIDE FOR OFRAMING BOLT.% EHREvry GLISH AL•_mLE><e-Ows.nFAJ REVISIONS AS SHOWN DETAILS AND f-JOI5T INFORMATION Mrl[• M.t.,N.l width Nfr.ar RtN Cul Tot 0 NON-CONFORMING-REVISE&RESUBMIT 0 NON-CONFORMING-REVISE AND RESUBMIT t.TS LVL Mrs THIS SHOP ERASING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HSS BEEN REVISED FOR GENERAL CCNFDAINILE Rz NOD 1 .BEA /2 t.SE 9gq WITH DESIGN CONCEPT HYAY AND DR'S NOT RELIEVE i/E T/j 216 4 16 FAEAITADESIGN OCO OF RESPOHOSLITY FOR CONFORMANCE WITH DESIGN WITH THE DESIGN CONCEPT ONLY MD DOES NOT RELIEVE THE LEGEND: AUDC rmm.As a.SL2AF-VA 9 0 1 IS-zgoao z z 2e DEEDSASWINADOA OF RESPONSIBILITY FOR CONF RWJ E WITH 11 5.L24r-vq t qq DRA'WINGG.SPECIFICATIONS,AND APPLA:AELE CODES,ALL OF WHICH HAVE DESIGN IS SHOPNCS MD SPECIFICATIONS ALL OF%NICN H41'E PRIORITY Pac i um r B1 Rkm.m LVL t LSE 4 q s PRpRIIY WERDavid 11 Burntbe �� RI,eL.,nL„L , 1.5E q = E MAIN FLOOR JOIST LAYOUTOVER THIS IXIARING. ( H 1--HANGER GALLOUT es RgwL.,�LVL t Ise +e 10 sO By David R Burnett Date 7/20/16 tJ BS Eco BEAM s 1/2 E a 11 SCALE: 1/4 1'-0' By: Arnold A.sololon Date:July 1@.2016 MILBRANDi ARCHITECTS & TRUSS COMPANY ® -SUPPORTING POST Ea E.BEAM 9 1/2 E < :e CT ENGINEERING INC eBD WG BEAM 9 1/2 01E 9q 964 POST LOAD ABOVE E WS 1-20 ' 1/2 1/2 ' =2 ROSEBURG FRAMING SYSTEM- '? DIPF20 SLVL 9 A 1/2 14 1B6 219 10515 SW ALLEN BLVD BEAVERTON,OREGON 9T005 (503)858-9663 R -RIMBOARD 1/2 LB -LVL BLOCKING RrP1-20 q'< i:i 49 14 644 Quality engineered wood Products for(Odav'jbuilder- 1/2 14 20 PACIFICWMBERCOPYRIGHT2016 PLAN: ENGLISH REVIVAL 6-FLEX E-1(A)K-1(A) (LOTS 195-200) JB -JOIST BLOCKING R ''2O 'sigq ° RIGIDLAM'LVL RIGIDRIM GUSTOMER: POLYGON �6 9/A <E These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2016. J -JOIST CALLOUT .Jin REPT-20 9/q 1/2 s 12 T2 The plans may not be re-used or cople4 in whole or part,without written permission from Pacific Lumber BOOED � sl[oua0rs � PLAN DATED: 7/1 3/1 6 B -SEAM(FLUSH W/JOIST) Company,which retains copyrights to.and ownership of the plans.Use of these plans by any other v�'ACI product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or HDR -HEADER(BEAM BELOW JOIST) z BROW.5 -,rrns Ee copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include DESIGNER: /GAM/L.HENOER50N DATE: 7/14/16 550-BEAM BY OTHERS In coq 10 12 penalties of up to$20,000 per work Infringed,and 4100,0002er work Infringed willfully. 4/OPNRFPF JOIST R I° ?PDODB�a FL 1 6—3 2 3 (MAIN) SHEET: 1 of 2 El 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 CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH THE CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN FABRICATOR/VENDOR DESIGNC OF RESPONSIBILITY FOR CONFORMANCE THE DRAWINGS.SPECIFICATIONS,AND APPLICABLE CODES.ALL OF WHICH HAVE DESIGN DRAWINGS AND SPECIFICATION'S ALL OF WHICH HAVE ROTHITHOTIEY 20"OPEN WEB JOIST @ 19.2"O.C. I VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS I PRIORITY OVER THIS SHOP DRAWING. OVER THIS WING DRAWING. By David R Burnett Date 7/20/16 MilBRANDT ARCHITECTS By: Arnold R.Solomon Date:July 18.2016 CT ENGINEERING INC START FRAMING NIKE , <START FRAMING IERE 4 START FRAMING MERE , <START FRAMING HERE 4 START FRAMING ERR 0 0 0 - u 1- 0 �- _� PgL ® r rcI T F4L-1u6 f3�➢ - rci + ; a Ptplli M- - Tz - L'' �""11-.2..-"=".,----. il _ - I = Isial �' -- -" „�� --. -1311,1..u�I ar —<= N--r�--���-?±', 7-Lcf�r�.: "— 1 , '�A="s r- -xzz-mss—q-- N e I I=. " wII I i 1.23 � 6O1 9 j S - �- 1 LL . ' I°' NLL1i m � � � II� o 1f Iib 1�:� I-0D._ I i"'i GA Iz- i�. I "h d dz.}i��n®u fi:RI' -�.� �.�l _i i ® �1z ii = I � �I, logia LL d OS F14 F7 F14 16 11 I Fit 1 1 F11 1 Fr '. FO Y F71 " F11 E. F77 03 ., F*`y Fi 0 03 FI F11 711 I0 I F03 1 ; AIS r, MINIM II - -. - 1 pm �S� v O t ,.,— " SII 0 31• , ' II 1 li MEM. Irk' r1 ,2 ommemi. 0 �E ® t1 1R A _ �� iiIIIIIIMEMilar �1 4%.17- T 1 F, SII 11 y- —II 7 tI N i'c;" g —pid ....._ Fit... -©,� . ; �� 12 _® � J k 1 El F11 mei i ... 1 `fi' F71 ... 7 9 ..1142 I-071 f � 0 ��CCrr�� > a R. F� 0 �du��l( al r F11 _.. F11 _.. 11 - _ F17... ... " • ... w w ' 02 a ., w F11 ' F11 N H F 1 .' ._ w '� 1 F71 £ Ftt III ` g 1 I i !T it F02 P - F02 F1 -.. ' _. Eli ... 4 G G F11 Fi 1 F02 .1. ri � H En -0 I�._ 1N�SL✓♦F TVA NB+w�LiN�.1!iyZl IRMi Y�J i• a3uil 11 1 G z g V V V U V g S C K y � u L Q V OLL O 6O 1 2 a IR t Q r _ 2 ' Z O o: Products PIotID Length Product Plies Nat Sy JOIST WITH RIM K7 37-00-00 13/4X20 LVL 1 6 M1 37-00-00 13/4X20LVL 1 10 POLYGON M7 5-0000 1.314 X20 LVL 1 2 M1 4-0000 1-314X20LVL 1 4 M23 4-00.00 13/4X20LVL 2 8 ENGLISH REVIVAL 6-PLEX E-7(A).4 K-7(A) LOTS 195-200 I ALL BEAMS AND CONNECTORS PER ENGINEER K1 2-0000 13/4X20 LVL 1 4 Pacifi mur Ki 1-00-00 13FLOOR LOADING,14X20 LVL 1 8 PL76-323 UPPER BKI=BLOCKING ' M40 1-00.00 13/4X 20 LVL 2 4 RMI=RIM BOARD K1 O00.00 13/4%20 LVL 1 4 150E & TRUSS COMPANY Ml 0-00-00 1314X20 LVL 1 8 7/14/2016 REFER TO STRUCTURAL PLAN FOR BIM 000-00 1-3/4X20LVL 2 8 ADDITIONAL POST TRANSFER M1 -0000 1-3/4X20LVL 1 2 BLOCKING REQUIREMENTS. BM41 5-00-00 13/4X20 LVL 1 2 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I _ BM4 5-0000 13/4 X 20 LVL 2 24 BM2 4-0000 13/4%20 LVL 1 6 ACCESSORIES QTY F SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. , "� " 1 II►�II/ \L, RM7 40000 1314X20 LVL / 4 NOP - BM24 40000 1314X2(1 LVL 2 8 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA RMI 30000 13/4X20 LVL 1 3 HIT420 104 I RM7 2-0000 10/4X20LW. 1 23 OA SHEET 2 OF 2 RMI I-0000 13r4x 20 LVL 1 a 1-3/4 x 20 LVL BLOCKING 93' DO NOT: HUC416 12 Loosen,remove,cot or notch SCALE:3/16"=1'-0"on 24"x36"SHEET any part of the open web joist. ' �W--CONFORMS-TO-DE51GN-CONC@PT X❑ CONFORMS TO DESIGN CONCEPT ---�__.-.�._...-. ❑ CONFORMS TO DESIGN CONCEPT WITH ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN REVISIONS NOTED c 0 NON-CONFORMING-REVISE&RESUBMIT ❑ NON CONFORMING REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE a THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT' RELIEVE THE t, 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 n alla }- DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY PRIORITY OVERTHISSHOPDRAWINc. U tila Z OVER THIS SHOP DRAWING. By David R Burnett Date 7/21/16 MILBRANDT ARCHITECTS ` By: Arnold R. Solomon Date:July 20,2016 c a. 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