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Plans (67) LEGEND: SW ROY ROGERS ROAD ss SANITARY SEWER Community --SD STORM DRAIN PLANT STREET TREES: I1 Design 2" CAL. KATSURA TREE/ FUTURE CURB AND GUTTER, TYP. w WATER LINE 12564 SYV Main Street CERCIDIPHYLLUM SIDEWALK MANHOLE Tigard,OR 97223 503-941-9484 JAPONICA, TYP. ----,-_ _ �� �� .-._ ___ - '` — DATE: 10/06/2016 CATCH BASIN 7.50'- 10.00' , �_ A� et - yv STREET LIGHT REVISIONS PUE LANDSCAPE TRACTm. `: � =- - STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 4 it4-- ./ -- - 1 - j - - - EROSION CONTROL J\"1----,-7-77.94' .�� / © STREET SECTION, SEE �/1.1 294.6 12.18' 293.8 ' CONSTRUCTION DOCUMENTS — - =1--- - "il - - dr _ ��—=---__ 294— -- =—_292_-- NI i I r 2 90==— —� ` m� aW� .guanOar. . SETBACK -14-7-_ _- - ----11---j-- I ----r-- - 1- =- , ;I , , I 1 I FRONT SETBACK: 12' I I 1 = REAR SETBACK: 10' ii �' I I IlBUILDING: �I I ' COVERED PATIO: 5' / ; 4PLEX K7A, rl I • I SIDE SETBACK:* 0' y ir I UFF=299.5 . / 1 GARAGE SETBACK: 20' E a I GFF=290.5 I I _ PORCH SETBACK: 8' I ( I 1 0 164 65 I TRACT D I 166 167 °1 1,0661 F 1° 169j i MITI E I 1I 1 170 * FIRE CODE SIDE SETBACK: 3' 1 0.00' �_ o r _ / 0.00 —� I / 1 N FRONT i 1 11 -i , GARAGE - 10 I ti - _ _ — 0 — , _= LOT COVERAGE: o - I- -lo 1€ — o_01 I I fl6o'--- r' -- T - 'I —_11 �I L_ L_ — J PUE I l - .- -I TT I I . —I I 20.00' �I C _ LOT AREA: 1,066 SF — — — + — �_ e RIVER _ ._ — Q1- BUILDING FOOTPRINT: 565 SF / TERRACE krt5.8' 9 5 COVERED PORCH: 15 SFcd MIRY/ 11 MIMI NORTHWEST N � 290.7- 289.7 � o „ — - CANTILEVER LIVING SPACE: 9 SF ,61. 1111 WATER METER % i� COVERED PATIO: 0 SF L i N' SIDEWALK m 0. /` M / M N- M 11 o ~ ��•43 - DECK AREA: 72 SF as as \ , as as — as LOT 168 LO 32.00' > TOTAL COVERAGE: 661 SF SW AUBERGINE TERRACE SANITARY LATERAL PLOT PLAN CV -__ ` 62.0 % I o SS `-, s,..:.; SS SS '_ a NiIMPERVIOUS AREA: 868 SF / O 7/ _ _ ��='►_ _ _ — ` \ CITY OF TIGARD I o .__ II_ / `� _ ®' �--- _— 'N I Approved byIan ing °' Date: a RIVER TERRACE NORTHWEST (503) 221 -1920 o C Initials: �� PROJECT NO.: 395-037 U 2S 1 W6 TYPE: CONSTRUCTION O REVIEWED BY: PRE CO LOT 168 (R-12, ROW HOME) SCALE a) 0 10 0 as co RIVER TERRACE NORTHWEST E 1 INCH=20 FEET Z 13202 SW AUBERGINE TERRACE 1 LEGEND: SW ROY ROGERS ROAD 5 ss SANITARY SEWER Pacific --SD STORM DRAIN Community PLANT STREET TREES: FUTURE CURB AND GUTTER TYP. Design 2" CAL. KATSURA TREE/ WATER LINE CERCIDIPHYLLUM 12564 SW Main Street SIDEWALK (} MANHOLE Tigard,OR 97223 JAPONICA, TYP. CATCH BASIN mos-gal-9aaa ---- - - - __ ry�- DATE. 10/06/2016 l 5 7.50'_ �/ `� 1..� 10.00' ' --- REVISIONS STREET LIGHT PUE 1�_ -�--� - ?LANDSCAPE TRACT_, - — STRAW WATTLE PERIMETER NO. DATE DESCRIPTION r- — - R -__ _ L_ --_ EROSION CONTROL �' '/ 1 is / ti .fit % 7.94' \ H 1. % _ - STREET SECTION, SEE K �/ �% �h hh / 294.6 1 293 8 - , �� / 52 _ ! 0 CONSTRUCTION DOCUMENTS S — 1ai irwn— — — .., an., A - 294 _ el "Pi ii — _ _ r——-- 292—= ��290'1.-.....= _ SET a����anY - �m. nN�41xbaaAAny€ _�1 BACK SUMMARY r 1 ��~ I r———— — — '° - — ,I I FRONT SETBACK: 12' r I I I �1 REAR SETBACK: 10' 4 / 1 1 1 II All 101 1 I I I BUILDING: COVERED PATIO: 5 I Li / 4PLEX-K7A 1I SIDE SETBACK:* 0' a� Li J UFF=299.5 i l —, 1 i i GARAGE SETBACK: 20' Y I I I GFF=290.5 I I I I � .__ PORCH SETBACK: 8' E / a1 En — ,,,-;n;; """mamma 168 0 164 65 I TRACTID 1 166 167 1 1,06/ 04 1691 ; 1�RA1 T E 170 * FIRE CODE SIDE SETBACK: 3 �� � o i I I 0.00' / 0.00'---i i I I I se 11 FRONT �� 1 I 0 1 J GARAGE 1 V ��''{{ uu - II I ® :�_ � 1 1 kl ° —I-11T- 1 � - - LOT COVERAGE: - --trli i o of I U I /60 PUE -- r --- Q J -- _— f-- ;I p —I— I Iiii I —I ' 4I E. -- LOT AREA: 1,066 SF RIVER N '� i BUILDING FOOTPRINT: 565 SF 01 / � AM. TERRACE ` 5.8' 9.5— 5 —P WAN ro.wow COVERED PORCH: 15 SF ca — NORTHWEST 2897 > 40290JH \.� � :� CANTILEVER LIVING SPACE: 9 SF 1 'i SIDEWALK ` '^ WATER METERIII'' . COVERED PATIO: 0 SF D' M M / M M I 6 a s �� O, DECK AREA: 72 SF as as as LOT 168 Lo 32.00' TOTAL COVERAGE: 661 SF SW AUBERGINE TERRACE SANITARY LATERAL—/i / N PLOT PLAN 62.0 % a % ch I / h'cb IMPERVIOUS AREA: 868 SF 0 O to _ _._. k _.._ to El _ All1111111111111110 _ ►f f CITY OF TIGARD —'r -- �� /�''" 7111 I / A�6proved by Planning 2 RIVER TERRACE NORTHWEST 503 221 -1920 Date: 5i� 11 -- ( ) - PROJECT NO.: 395-037 °' 2S1 W6 Initials: TYPE: CONSTRUCTION SCALE REVIEWED BY. PRE LOT 168 (R-12, ROW HOME) 10 0 0. RIVER NORTHWEST TERRACE N T O S 1 INCH=20 FEET 13202 SW AUBERGINE TERRACE C PATIO CONDITION J CONTRACTOR NOTES: 1)VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN GONG.STEPS CONC.STEPS CONG.STEPS GONG.STEPS (UNLESS NOTED OTHERWISE) MEM - — 4)Mill N GUTTING USE CAUTION WHEN MEM MIN FOR PLUMBING I '-== 1. - MEM - 5)PROVIDE PROPER SUPPORT AT ALL 1111 __ II _imirtli_ _ SHEARWALLS liii Hil iiirr, This layout is to be used in con junction with Architectural/Structural plans.Verify all I shear wall blocking placement and connectors LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING '''urohaser responsible for approving this PONY WALL PONY WALL PONY WALL PONY WALL ayout prior to any construction. DFS)6N NOTES: THIS FLOOR SYSTEM WAS DESIGNED TO MEET OR \, EXCEED THE LIVE LOAD ® CONFORMS TO DESIGN CONCEPT \-- **DECK CONDITION* .J DEFLECTION CRITERIA OF L/450 ❑ CONFORMS TO DESIGN CONCEPT WITHFLOOR LOADlN6: REVISIONS AS SHOWN .1-1/2 RFPI-20 0 1 6"O.G. .1-1/2 RFPI-20 0 1 6"O.G. .1-1/2 RFPI-20 016"0.G. .1-1/2 4opsf LIVE LOAD IIINON-CONFORMING-REVISE AND RESUBMIT START FRAMING HERE START FRAMING HERE RFPI-20®1 6°O.G. 1 2psf DEAD LOAD START FRAMING HERE START FRAMING HERE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE \ / SLEEP/N6AREA5: WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE - R1 t R1 \ / " 30psfLNELOAD FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 1 i• I - - II ' 1 I I I ill II' I i _i 1 ddd, - R1 C j 7 2psf DEAD LOAD DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY I I II •i I �R1 • ii i OVER THIS SHOP DRAINING. R1 Ii ! l' I ' I I ! I I I l ! ROOPLOAD/N6: 25psf LIVE LOAD I I I i i R1 1 7psf DEAD LOAD By: Arnold A. Solomon Date:July 18.2016 -i -;'',//61 I II CT ENGINEERING INC I11 _ 1 I jI it I Imo'' Rt I) 4 J9 .19 .�� .3 .4 4b .IR J4 I I I I II II I • I i ! ,I - ;..�II 11 it I f i i I 41 .i �3 J8 Jd -3 fg B{ I R1 11 11 II I I I i Ii I III I ,.e wuw.m vmwmr r/ wer al m OD R1 I 1 illi ' 0 W R1 R2.. I 1 HDk1 . -_ i.., __. _ 41 .._I I I' h �J k �.. _�_ I_y _.n�l_ I1 M } , R1 II 'C�' "'•wvm. 1 utI-1 z 11 t ( I� I i II1 I L ���/\, in Z mow. li 11 I II F- k„q2-� it II Rt Rt R1 R�I I ! 1 ill II I !l`'_ 1 t------< - •m�v uy,....tr. .wawa �� Is II 1 R, 1. R, R1 , 'I I i I I I I -. ..,m.w.av b°.+oew1u,""°°wu"° 1 I I 11 iI Ri Ri i li R1 II I J� g0 ❑X CONFORMS TO DESIGN CONCEPT j I 1 11 II II RPP BLOGKNG PANELS%XBEARN6 WALL AEON 1-1 CONFORMS TO DESIGN CONCEPT WITH R2 4 I I jI III I it REVISIONS NOTED I J1 I ! jI I I II ji R2 ❑ NON-CONFORMING-REVISE&RESUBMIT JS 1 JT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE - -+- - II I bRII► ,'6 .Ib� '_ I� .e 6 5 9 i ,I �I WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE j-- -1- - -4 Y 'LLT I!: I S ,-: E .� ,f , Rte, FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN ; I I 1 I I I I RZ unlBeLon DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE I i I I 11 3 3 I f I 1 III PRN)PoTY OVER THIS SHOP DRAWING. f jl , III i , I I I 1 �I� eBEARING AREA OF BLOCKS arn To POST ABOVE 1,212.DETAIL 1 4.MATCH L_ 3 ' E I I i �% By David R Burnett Date 7/20/16 B? I I II ) I ! I• `� MILBRANDT ARCHITECTS I �� y i I B: " III ®g \�IIM. 1 1 i 1! 6 Bs 11 h` a B h R2 � Ii II I' II I ,I 'I I ®� �hI �'� II B11, i J/i���';� I, I y ''TI I 11 I f I II1. R2 R2 �,' II I I I• I I I ij i I 1 R2 --§ ` j". .F'-? ,1. ....,. '�'I _ ....- • B_ I .I HDIN9 1 I 1 1 I �7 _9 I ill , 777 R2 I i H z L 1 I - _.. III YIY -. 1._. Hca 1( ,.i . 1 R2 i POST LOAD TRANSFER PETAL C . 42 / II � 4 1_—II,.,_5B 11. NTS. V (J /MPORTANT! ....*FOLLOWING MATERIAL LOT COVERS EITHER CONDITION••"•• I REFERENCE INSTALLATION PL 16-820(MAIN) hors tee-1/4) GUIDE FOR ALL FRAMING . POLYGON NItlt li Y'llah ENGLISH REVIVAL 4-FLEX E--o4 K--ro4 DETAILS AND I-JOIST INFORMATION Depth drabs OW Gut Lie Tot Lth 51 1.151-V1-R1m 1 5/4 9 1/2 1.5E 29 20 580 122 OSB Rim 1 9 1/2 6 IS 96 HDR1 SG BEAM 5 1/2 11 1/8 2.1E 4 16 64 LEGEND: HDR2 GabceGe 5l24F-V4 9 1/2 10 1/2 Fb-2400 2 14 25 Pacifi 22 NDR9 GaeGaCB 5124E-V4 9 1/2 10 1/2 Fb•2400' 6 12 12 k Bt RI91GLamh.• LVL 1 5/4 1/2 ,5E 2 a B MAIN FLOOR JOIST LAYOUT be r HO---HANGER GALLOVT B2 RIg10Lem LVL 1 3/4 1/2 1.5E 4 1 8 BS Rlgt]Lam LVL 1 5/4 1/2 1.5E 12 4 120 ® 4 SG BEAM 9 1/2 1/2 2.1E 2 6 12 SCALE: 1/4"-1'-O" 6 SUPPORTING POST Bs BIG BEAM 5 1/2 1/2 2.1E 2 12 24 ® Bb BIG BEAM 9 1/2 1/2 2.1E 8 4 52 =POST LOAD ABOVE BT IG BEAM BEAM • SIG K; 5 1/2 1/2 2.1E 15 14 252 & TRUSS COMPANY 5 1/2 1/2 2.,E 9 ,b 52 ROSEBURG FRAMING SYSTEM JB 1 BLKG,.15 LVL 5/4 1/2 1.5E 4 9 282 R -RIMBOARD J1 RF1.1-20 3/4 1/2 6 19, 108 L@ =LVL BLOCKING J2 RFPI-20 5/4 1/2 e 3 94 105 15 SW ALLEN BLVD SEAVERTON,OREGON 97005 (503)558-9663 J3 R1,1-20 5/4 1/2 52 14 448 quality engineered wood products for toddV'1builder" JB =JOIST BLOCKING J4 RFPI-20 5/4 1/2 2 10 20 PACIRC WMBER COPYRIGHT BIB PLAN: ENGLISH REVIVAL 4-FLEX E-7(A)K-7(A) (LOTS 1 66-169) J5 RFPI-20 3/a 1/2 2 16 32 These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company2016. RiGIDLAM LVL RIGiDRIM CUSTOMER: POLYGON J -JOIST CALLOUT 6 12,1.1-203/4 1/2 14 25 992 JT RFPI-2o 5/4 2 1 e 26 468 The plans may not be re-used or copied,in whole or part,without written permission from Pacific LumberROSEI � PLAN DATED: 7/1 8/1 6 B -BEAM(FLUSH w/JOIST) JB RFPI-20 5/4 1//2 12 4 43 Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other J 9 12F14I-20 5/4 1/2 4 12 48 product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or HDR =HEADER(BEAM BELOW JOIST) AccemorNs copying of these plans.infringes rights under the Copyright Act.Infringes face liabilities that Include DESIGNER: KAM/L NENDER50N DATE: 7/14/16 550=BEAM BY OTHERS H, THO 11950-or-ITT9.5 sa penalties of up to•20,000 per work Infringed,and$100,000 per work infringed willfully. RFPI JOIST H2 HVGO1 B/9 ° PL. 1 6-3 2 0 (MAIN) SHEET: 1 of 2 149 Hua 10 9 EOSNaAd AOQBLf PFDDfNL7S 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH 0 START FRAMING HERE > e START FRAMING HERE START FRAMING HERE START FRAMING HERE REVISIONS AS SHOWN < < ❑ NON-CONFORMING—REVISE AND RESUBMIT 0 U O O THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE __ 1BM401 _-IBM61 _ B WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE M1 TF-v--a-- • v--e--° M1 aM1 I o---T,r-tic_ �- _ � -_ _ __JBM40�R �RM1� RM1 II RM FABAICATORiVENDOA OF RESPONSIBILITY FOA CONFORMANCE WITH THE '___I_ _rani.__ o--—r,� —;a,.�II _ K RM1, a �. .IRM1 1 Y -JR _zy-- ---If - c _ ._,a - �I _ d (1JBt"I� t_____a� DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY q 16. r owCa II II o 4 0 g 1 IIo LL LL II d� LL111 2115 o nw e u e .12-12-15p 6 S m o CT ENGINEERING INC }-1 F05 ° F14 F14 l wa 0 me g _ ° F05 r N P03 F11 F11 y QX CONFORMS TO DESIGN CONCEPT F03 a F11 Y F11 ` ° F03 }r CONFORMS TO DESIGN CONCEPT WITH k �. �l Q F03 �,— REVISIONS NOTED0 F03 ° F11 F11 4 F03 d El NON-CONFORMING-REVISE&RESUBMIT , F03 F11 F11 to Y J FM F03 9 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE - F13 ll F13 F03 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I F06 I ` II A Os) I FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN b F03 \ - dIII v II F12 F06 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE I PRIORITY OVER THIS SHOP DRAWING. Rr.=�i s - /� 911 II_ F03 , By David R Burnett Date 7/20/16 VI I N I p FOq III Il e� 1i fJ1 P12 n F04 dill MILBRANDT ARCHITECTS �RM1"A PO4 ® > I , P12 /r Foo I RM1I I PO4 �. ',L'?' a1N NII 9 F12 CC ° PO4 .- D ,' F03 I�I• - _ �0 cID �® 01 QA F12 °1 I F03 I F03Iii JII -..-- 2 L F12il.ip Ch F03 9 P I F03 /1 III II F12 yb I --- ktf v 911 IIP ® a —, ym F03 I F03 - I t _IBM2l IBM2�_ii F12 I ° F03 1 Ild I. d F03 4 F11 U U F11 g ° F03 RM1 1 O F02 F11 ° F11 j(/'2 ° `T ° D rAh F02 1 II F02 i F11 ° A A F11 ¢ �e P 0 I1 o �,i� � F02 I �, F02 F11 H Y F11 ° m F02 II PO2 F11 A F11 ° if I . it/2 ° F02 d :can, Lc F F02 F71 F11 �PO2 ° Ell off h ° F11 P F02 -iRM11 Pl �d RM1 . I 1 ' • F02pIF01 I 1 . LLIY:�w 1 0 �0 -rM OM M11 me M11i� F01 �RM1 L IE i IRM1I II} IRM1I g 1- I= H- re ICJ 5 cm al G O Q V O V CP 0 N O co O a 3 z a a 3 co co co BD in -I-- Products _ PIotID Length Product Plies Net Qty BK1 37-00-00 1-3/4 X 20 LVL 1 4 JOIST WITH RIM RMI 37-00-00 1-3/4 X 20 LVL 1 6 POLYGON RM1 15-00-00 1-3/4 X 20 LVL 1 2 RM1 14-00-00 1-3/4 X 20 LVL 1 2 BM23 14-00-00 1-3/4 X 20 LVL 2 4 ENGLISH REVIVAL 4-PLEX E-7(A)&K-7(A) LOTS 166-169 I ALL BEAMS AND CONNECTORS PER ENGINEER BK1 12-00-00 1-3/4 X 20 LVL 1 2 Paoli BK1 11-00-00 1-3/4X20 LVL 1 4 PL16-320 UPPER FLOOR 0LOLDING BM40 11- 00-00 1-3/4 X 20 LVL 2 4 RMI=RIM BOARD BK1 10-00-00 1-3/4X20 LVL 1 2 150E & TRUSS COMPANY RMT 10-00-00 1-3/4 X 20 LVL 1 6 7/14/2016 REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BM6 10-00-00 1-3/4 X 20 LVL 2 4 ' BLOCKING REQUIREMENTS. RM1 7-00-00 1-3/4 X 20 LVL 1 2 BM21 5-00-00 1-3/4 X 20 LVL 1 2 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I Alibi BM4 5-00-00 1-3/4 X 20 LVL 2 16 BM2 4-00-00 1-3/4 X 20 LVL 1 4 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. 11— --- —11 RM1 4-00-00 1-3/4X20LVL 1 z ACCESSORIES QTY I tAI `I,. I�`III BM24 4-00-00 1-3/4 X 20 LVL 2 4 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I I-_ —`'=_'�I RM1 3-00-00 1-3/4X20LVL 1 3HIT420 68 _ SHEET 2 OF 2 RM1 2-00-00 1-3/4X20 LVL 1 19 0 RM1 1-00-00 1-3/4 X 20 LVL 1 4 1-3/4 x 20 LVL BLOCKING 59' DO NOT: © HUC416 8 - Loosen,remove,cut or notch SCALE: 1/4"=1'-0"on 24"x36"SHEET any part of the open web joist. CONFORMS TO DESIGN CONCEPT El CONFORMS TO DESIGN CONCEPT ® ❑ CONFORMS TO DESIGN CONCEPT WITH n CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED REVISIONS AS SHOWN --ri NON-CONFORMING-REVISE AND RESUBMIT El NON-CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE AAORc WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITHTHIS SHOP DESIGNDRWING CONCEPTHASBEEN ONLYREVIEWED AND DOESFORGENERNOT L CONFRELIEVEMANCE THE N FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN 6 4113 z DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE _ 'tQ; OVER THIS SHOP DRAWING. PRIORITY OVER THIS SHOP DRAWING. 2 G. By: Arnold R. Solomon Date: July 20, 2016 By David R Burnett Date 7/21/16 MILBRANDT ARCHITECTS ° CT ENGINEERING INC ALL HANGEt&SLUS24U.N.0. o Et/ o 88=10' 41 -.4. pi tip 2°6 r3171tzI 15-0 UZ' 7-0' 87 r 8-17 S-r 1 �,� t 1 1 r 111-21/2' f-.31/7 4) - 12 111 1 Ai M CA fa I i 1151-51/2' 3 IpAliir . . "no toCid c N RIF" ill MN km v !FL__ , .�...,31�, ,.1ew 1' Zi , � tr,1 �,,t x'0111,, -,,,A-11,-,; + \ \I r IA, ii_ - iswa.1.1.... ..y/f Iii 0 li i 0 I I WA F t II ‘b 6.. 1 I I 1 I t.� \\i■Ism obi ��IS��M\.7417 ;�_• :� ,►.►�. � r 144 co ��mttttttttt■tt���: ir 0 1 c� z a I "IERYMN\\i 1 • ri IV1iii_\\ bi1I1T III __� -'�.� [rOto ���1 '��, Z t � � Mq ��F- I �'' wLLao I 111 _ r ZW(QjW��W JpZZO R g�Nzz�a�mpw¢a�atuy--owv��a3mULL�p� ZZ WWil MN ill 4 .! „. 1 , `11 111 1 Ad Ala\ 11�� '_ _ ,:. s CO L CO male �' / - vArei ` o f 4- Q I z a� - •�xbax _-�Ft , 1,7 in ,� i_no I ji 1111820 LNN 10.7* you. 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