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Plans (34) M-5 T 1 3;19 ''''i\' A L) 1 LEGEND. : bec:,..,,, ,,,,rt,:k14-7- v4-141,,',,,r;:-.4,tleArt 1 ) -7/ �s SANITARY SEWER Pace - - / `�_ ____ --1 ` ! — _ O 1111111111]ty� /-7.1 _,4__-/-- 1 266.4 / STORM DRAIN ,=n � C 1' tl _ x / / fT7\.../..., r uv WATER LINE ., a / 2b3.5 j �0 2 f / / 12564 SW Main Street `` / / / c� MANHOLE 1 '� — — 4.8' / 19.1' i__ Tigard,OR 97223 � `� 3 k ITl 503-941-9484 -- ` \ CATCH BASIN , DATE: 04/04/2017 STREET LIGHT ; r____ `� �— t�.� 1 �r,� \ s REVISIONS _ 7 (-4 ____\ r �' 1 STRAW WATTLE PERIMETER NO. DATE DESCRIPTION I / / /r '�°tNi `:?�_ '—' I X EROSION CONTROL \\ \ \ ,� --/- — ,�lde. 39.60' I \ STREET SECTION, SEE t / ! ?� 48.05' \ \\ \ 0 CONSTRUCTION DOCUMENTS 1 I \ ' 0 E( . i i El ED _7\. // i ,-----—_____ 1 ;., \\ 1 '`---- ,i- \ i 1 \ I x�. ��� �, ►- __ __ r. i Ix � � \ l �\\ + _-, `+ SETBACK SUMMARY �_. . .�., , _..__._, � APR ,� 2017 o _ _ ,%' / ' -~ jn` +, G C \` 1 FRONT SETBACK: 12' CITY / Fa-- ,� ` 5 OF TIGARD / j f ' + + \ I ` SIDE SETBACK: 5' BUILDING DIVISION / / 1 I 7.83 _ +kt ► - �� s 1 \ 1 1 + STREET SIDE SETBACK: 10' // I� j — b 33 , �+ REAR SETBACK: 15' ;4 / , ' `+ 1 ,\ + 1 \\ PORCH SETBACK: 8' ri N r If I` + 32t \ ' ++ \\\ `� GARAGE SETBACK: 20' -.4-. / r 1 1 � I?� 5 407 SF \ + \ \\ \ + ��a, r_,.xr. . yr r [1416.1\ + I ,''.4..,-:ifjoir"' li BUILDING: 3413DR \, + \ \ L ! + v, \ 's a�It 1 \' + ' vi_`,, 4.00' 1 , �� / / r f ' \\___ s LOT COVERAGE: r o \r i `� GARAGE tt 1II_ I( -__ 1--- i s .- 1 LOT AREA: 5,407 SFLLI RIVER/ p ao 1 ..--\---- cn �� J'I ❑I - r +I \ V 3 ��;� i•� I !'„ n_ ' ll ' 6.00' �� BUILDING FOOTPRINT: 1,469 SF TERRACE M / SIDALK i I'� PORCH A f � PUE.: xL — = �r COVERED PORCH: 114 SF NORTHWEST `��� r ; ,�� —264�5� 22.35' — ` �r — ' % -\------- c., � o >�� ,, -t — -,-17.39'_ ` _ �-- CANTILEVER LIVING SPACE: 0 SF � x ��, %� -12.59 _�-- � o, J r -_,------ (7--) COVERED PATIO: 114 SF Y ~-- -�- WATER METER ! ` 61 0 _I// _ _ •- Ln j� _ __ ' _�_. ; --- _ 72,-.4- ---„, - g�# - �_y� DECK AREA: 0 SF co _7_"_--�------ _ .v C]--,` I / L - `Q - LOT 32 --,./L�� _ �n - __� , . - - _ ________---__„,____T_____ / - TOTAL COVERAGE: 1,697 SF /_---3 — sc- -.<7 / I - - ------- \ / I ss P LOT P LAN PLANT (2) STREET TREE: 2” CAL. i _�: SS`--- 1 SKYCOLE HONEYLOCUST/ \ �-' s //6 SS �— 32.00' \. 31.4 % o GLEDI I IM TRIACANTHOS INERMIS r SANITARY LATERAL V +' SD 2 203 N r �o IMPERVIOUS AREA: SF C _`' O � +-? \4 0 — —�5 D --- Sp 0 - SIS `� ---_\N\-- a-: ' N w/L ` ,. SW AUBERGINE TERRACE \. - �--_ T - ..ii % r N ` STORM LATERAL i,1 N, Cr ---t NORTHWEST/ ,- .5 , ry----_______,„, r \ / -1-- .r4-1-., \ tP, / w-- Cr\-------- \ o \ \ //7:17_ '---- 6) -7-7" ..-----,....-...'-,-..--- 0----i , - i 1/ . \1.9 I ( I / r.----.7-7*. A. _ , .. (503) 221 -1920 'CITY OF TIGARD0 RIVER TERRACE 2S1 W� Approved ,� Planning PROJECT NO.: CONSTRUCTION O TYPE: CONSTRUCTION SCALE REVIEWED BY. PRE co LOT 32 (R-12, MEDIUM) . _ �� 10 0 RIVER TERRACE NORTHWEST Initials: �" 1 INCH=20 FEET Q 13329 SW AUBERGINE TERRACE LEGEND. , f _ 4' 4 Pac if c � i, ss SANITARY SEWER ,� � ; , / 7_,/ za i ialliU1ift - / L---- — L� '266.4 �� ------ -- W -SD STORM DRAIN es5�1 �" / w WATER LINE ,..:�:- ' __ ot, 4,50 263.5 �� / C / \ / 12564 SW Main Street 1 10 x'= ,` �c O • MANHOLE A//l p / — �_ 4.8' 19_.1', :� fi _ \ Tigard,OR 97223 u I — -- � / \t ' \� CATCH BASIN R�503-941-9484 XJ�-. _� t �� / 1 \ DATE: 04/04/2017 ''',,,_____,1----/j)' r� , __.-- J 11 ��' le STREET LIGHT REVISIONS ,`'y�; r ______ „_______ l \ . STRAW WATTLE PERIMETER NO. DATE DESCRIPTION - //r 1 1 \ -_-..--x-_-_„„ EROSION CONTROL1 =/� 1(1' } �, \\, \ \ , STREET SECTION SEE1 39.60 I , 0 t / ( 48.05' \ \ CONSTRUCTION DOCUMENTS A - ( EWE i r 1 iii � , , / L k ti w F V..,1s1,A",, ,.,,....�x ... :. *y.. ,x.�.- .,.6.N % P R 2017 �� �/�/ --- _ __ lIj i l \ _.---,-,1\, �� SETBACK SUMMARY �� // 1 !‹ �__--. rco •ITY OF TIGARD / �� +� 1 FRONT SETBACK. 12 k \ \'\ , B WING DIVON j J � 1/ , . f, --,,\ �� \ �� STREET SIDE SETBACK: 10' \ Kf // 1S� 1 r-- ` - , \ i REAR SETBACK: 15' E / 1 Z---- (, `1 I \l' 33 , 1 �\ PORCH SETBACK: 8' ( I �`' 32 1 �t , \i`\ GARAGE SETBACK: 20' 1 i 31 l}; t .. f xa....,su..,v..c.�,.-„�n_..ae.r wxc-:*:: --,x.,c ::,?�,z ...xis:o=wn. .:.a.s,•r_ ,v w.,w;._$.:,w.., z.: .,oaas,� / + h 5,407 SF \-4)\ \`\ j x7 LA \ \ \ \ \\ ,.,.Tel 7,7,-P. ,.P,,1-1-,..74)44, BUILDING: \ �- ;., c,i0 1 t 1 1 :._ o + + , I FF= 269.6 , \ ' 1 1I \ \ / . tl 1 1 \ 1C‘t ti 4.00' \ \\ M 1 '1 \ LOT COVERAGE: o \ \i ! I ', GARAGE l `\v::3 \ - 1 \-- 1 r i 11 w + ___f--- t I _; 1 LOT AREA: 5,407 SF w 1 0 --I J t Ar =� LIP r RIVER 3 '\ � � d ` ' � a 0-- 6.00' � � BUILDING FOOTPRINT: 1,469 SF I ; _� TERRACE co • , `�1 - i ,, PORCH Imo- O ``-__ SIDEWALK i ‘j L----• --� - z\..........1-------1 COVERED PORCH: 114 SF �,-- , — _264`5 , 22.35' _ � NORTHWEST o -- � �\�'. r� /� -12.59' 17.39'_ — ----\--- - T (' CANTILEVER LIVING SPACE: 0 SF 0. .4-3 'co ` �� WATER METER �~ may X X- �— \ -'` - y COVERED PATIO: 114 SF - _ \ \ 61.0' \ ` \, \ ---'` - a05 j �_ 268.1 / '��—�_ =__ —``` -' ------ t - g�� -r' 3 DECK AREA: 0 SF °� -�' ---,�- -- \ -=g LOT 32 M � � � -----�_�____ —Q .� _ _ ��::�� _____ -- �`- - , /ss � ® � 1 697 �� --.--- % - ' " -� TOTAL COVERAGE: SF PLOT PL�11V ..- PLANT (2) STREET TREE: 2” CAL. s57_�i "< ;� ______---- �' �' SKYCOLE HONEYLOCUST/ '` SS �- ----i- -_ 32.00' - 31.4 % ii GLEDITSIA TRIACANTHOS INERMIS7 J SANITARY LATERAL ' ��o IMPERVIOUS AREA: 2,203 SF c _`` / - -\SD SD - SD -- SD ��- SW AUBERGINE TERRACE \ ---- __ ,:..„ , i I lilt ---- \\--. N w �, STORM LATERAL ,_---� ___ rY _.-,---14 -5 ' 1-- _ �, Q Z / r) cP / _ - - :_ w 1 a� -f --,,v) �1 -I_ 1i ° 1 o i ( 1 rte,' lam_ i a c 2 RIVER TERRACE NORTHWEST (503) 221 ®1920 CIS OF TIGARDE:hil 0 2S1W6 Approve Plana ng PROJECT N .: 395-037 TYPE: CONSTRUCTION C] ®1 Date:to a �` SCALE REVIEWED BY: PRE CO LOT 32 (R MEDIUM) 10 .. RIVER TERRACE NORTHWEST Initials: 1 INCH=20 FEET 13329 SW AUBERGINE TERRACE lEcEIVEDF- APR 3 2017 CITY OF TIGARD BUILDING DIVISION 6X6 6X6 r ®® _ 6x12 HDR cn W U v) O c N Li. O I-- co O Q 1.1 CP 3� 51 2 /4\ /STHD14 P3 X9.0/ CP3) 4X10 HDR O STH 14 2x LEDGER (2)2X10 H[�I Q .I►: ST ID 4� a+_ ��s.s t G iJ; rrj 1 1EACH SIDE IMI I . ___ __� 1 111 L__ __j -- ----I 1 I, �- )1I jd' MAIN LEVEL SHEAR WALLS Ma , i` 34 s r UPPER LEVEL FLOOR FRAMING 1/4" = 1'-0" AMERICAN MODERN - Optional Roof at Patio 16 PATIO WIDTH VARIES PER LOT ,a D2 r 1 a 1 0 Li, w Patio ,, 3(1:-0" 7'-10" 7'-11%2" i cn 9_, 4,-9„ i� co Lu f t =•.) w 1 -,-,> r,1 6-0 510 F 2-6 5—, 1 _ L SH 6-05-0 SL I a io I 1 i 12 °- I D2 1.0 I I ''` i 'a i' 341 MAS N LEVEL PLAN 1/4" = 11-0" AMERICAN MODERN - Optional Roof at Patio 34,-0" s PATIO WIDTH VARIES PER LOT 63/4„ ,r 8/4 3 „ 6x6 PT PO T--\ ! 't ,,6x,,6. PT POST Pi ______1 r IN- A I----1 16 THICKENED 1 __ D2 SLAB EDGE L 1 a_ w w 0 c- 31/2" CONC. SLAB 1 % /10\ OTHD14 -0' 5" � ow(I— /8\ V., 6.j �� P3 u) (.1:).D > N STHD1' A STHD14 —113/4" —1_1_1 36c4 1_1_1 ci , I 0 w I e —21/4" I e I- 1, �I ,Ian 34 ' FOUNDATION PLAN 3 , E1 1/4" = 1'-0" AMERICAN MODERN - Optional Roof at Patio PROJECT NAME: River Terrace ARCH. JOB NO.: 1503 BULLETIN DATE: 03-15-16 SCALE: 1/4" = l'—O" PAGE: PREPARED BY: Alexia Fukui REF. SHEETS: A3, A6, A7 M This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated " ' "�®�® p typically. PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM`' "' ""Y•" 'r"""""n I quality engineered wood products for fodav's builder ' """ a,cmwvra I These plans and the designs are copyrighted under Federal Law by Pacific Lumber company 20 14. -0Fc,w�, 'II I solo eROM ALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber apv�� ®�/®� ® RIGID:' ((®\/Q, iwo-Yc,nna>a:, I POStS PROM ABOVE `KIGIDL J\,1 IML. tlOIGID:' IV.�., ,I I I TOBEAR�N6BBLorv- Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other YL 'I •� INSTALL SQVASu BLOCKS product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or aosnewee FOREST PRODUCTS ROSEBURG FOREST PRODUCTS ��!� I ;' _ , PEReeTo ,e. A OV copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include ,Ir ' ---- II/ BBARINGAREAOFBLOLKS na 9 P 9 99 BELOW rorosrABovB. penalties of up to$20,000 per work Infringed,and$100.000 per work infringed willfully. `� ���// II� - ROSEADR6 FOkEST PRODUCTS «a." l if,�- r CONTRACTOR NOTES: DE5/6N NOTES: _• a I' 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM PIA. R gF.,.,<,•�:,_„� DESIGNED TO MEET OR .-.w,�r,_,..a.�.Qo.�.k�._.Y nx 4 2)ALL FOOTINGS PER DESIGNER'S PLAN =�N=r.a (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPs BLOCKING PANELS PITH BEARING HALL ABOVE POST LOAD TRANSFER DETAIL- OF L/480 (UNLESS NOTED OTHERWISE) N,T.S. N.T.5. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD 1 2psf DEAD LOAD SHEARWALLS I- 7 SLEEP/NG AREAS: THIS ISAPLACEMENT PLAN ONLY: 3Opsf LIVE LOAD This layout is to be used in con junction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors. ROOFLOAO/N6: PATIO ----I I---, PATIO Purchaser responsible for approving this 25psf LIVE LOAD I ayout prior to any construction. 1 Tpsf DEAD LOAD I I I R1I R1 R1 II R1 IIS Iii I,I 10'-3" -'k- 10'-6" 13'-3" - - 34'-O" • 10` 3" JI J2—:� . II. II 11----2 li. - I -- ��III -- L'I-J - II PL 15-400(MAIN) 11 J -'!I - II J2 II POLYGON 3413ASD(NENN) 'I I' I. ''ISH Mrk I Material width I Depth I Grade 631;1111 ty j Gut LEN I Tot Lth !t4 1 Ir II Jll 1 BLKG RFPI-20 1 3/4 q 1/2 20 3 60 _,11 -- J�$$$�4444I.,1 ---- ----. JiG� ------ • J ,i— ------ JI—J1 I 1--J2= - JLLL-41d- 4 +JJJ 1 -- - 1 R 1 05B Rim 1 q 1/2 q 1 6 1 44 r J1 RFPI-20 1 3/4 q 1/2 12 14 168 � JO L = J2 I_ _ J2 KM-20 1 3/4 9 1/2 1 6 34 544 -- - I_-- I .._-______ I LJ _ ----- J4 RFPI-20 1 3/4 9 1/2 2 2 4O I I I. 1 J5 RFPI-20 1 3/4 9 1/2 1 32 32 .12 I L •I—J2-- �;II 51 RigidLamLVL 1 3/4 9 1/2 1,5E 3 14 42 IE -- -� I — - --=_ ---__ -�• 3-- -�k''-- 52 BIG BEAM 3 1/2 9 1/2 2.tE 1 6 6 -- J2 = O. v - J3 Accessories II II 0 O L I II — -- H1 I HO 11950-or-ITT9.5 5 r —NI `�� 5:1:. � I_._ -- _ I -..__ - - I R1 R1 1 II J2 $ e C� :1 J2 1 J5 I( B,1- 4 • 0 o r cl 11r 'f+ - Bi - — • J5 �', �� CONFORMS TO DESIGN CONCEPT �.-------= _ B:1 _=.... J.L.... _,,,III, i,� fit' _ J_� _ f 1_4,_-B`----_ ❑ CONFORMS TO DESIGN CONCEPT WITH ® M- u_ ® REVISIONS AS SHOWN J1 K �1• ElN CV NON-CONFORMING-REVISE AND RESUBMIT — -- -- ' THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE .11 _ 61 tr ii = WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE _ — I_--__ --_J=T=_. — = DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY • OVER THIS SHOP DRAWING. ..14 = cit Ril R1 By: Arnold A.Solomon Date:December 3.2015 . --- ---a4 _ 1----- 1--- --= CT ENGINEERING INC - .-J-1 - -J=1 l pI I_CONFORMS TO DESIGN CONCEPT J4. = --- _ 0 REVIS ONS NTAI SIGN CONCEPT WITH ❑NON-CONFORMING-REVISE&RESUBMIT -- J1 - :J--,1 —= <c,.:r'.,•Ny ttN'p.•vE N a ,'Avn� ,tar Jr--1 = J=1 a r By ova rr Adesa Fat0 Dare 8(12/15_ =11 - = ---,M- it = MILBRANDT ARCHITECTS • it........-B 2---'--i'-------1-tB --------: 2:------::: — II = J I J 1 J " I I J3 J J3- = E '— • ---J3 II J-3 = J3 jji _ IMPORTANT. \ / REFERENCE INSTALLATION � \ START START GUIDE FOR ALL FRAMING I FRAMING FRAMING I DETAILS AND I-JOIST INFORMATION FORGH i HERE HERE PORCH LEGEND: ® ` OH --=HANGER GALLOUT ' >! [ f '' Fi er ,� ® =SUPPORTING POST T S '`` COMPANY ED =POST LOAD ABOVE & R =RIMBOARD 1051 5 SYN ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 L5 =LVL BLOCKING PLAN DESCRIPTION/NUMBER: 5413 ABD(NEW) • J5 =JOIST BLOCKING CUSTOMER: POLYGON :/ =JOIST GALLOUT PLAN DATED: 11/25/15 S =BEAM(FLUSH W/JOIST) DESIGNER: KAMIL.HENPERSON DATE: 1 1/21/1 5 HDR =HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT 550=BEAM BY OTHERS SCALE: 1/4"- 1'-O" FL 1 5—400 (MAIN SHEET: 1 of 2 POLYGON 14"OPEN WEB JOIST @ 19.2" O.C. 3413 BD(NEW) PL15-399 UPPER 11/27/2015 MOVE JOISTS +1- 4" TO AVOID PLUMBING o o Products o q PIotID Length Product Plies Net Qty START FRAMING HERE 9-08-00 9 9RM1 42-00-00 1"x 14"APA Rim Board 1 1 rT 1 RM1 34-00-00 1"x 14"APA Rim BoardRM1 APA Rim Board 11 1 CONFORMS TO DESIGN CONCEPT RM1� 22-00-00 „ „ ® E= Q 4 RM1 800 001"x 14"APA Rim Board 1 1 ❑ CONFORMS TO DESIGN CONCEPT WITH 11 '3-- 5 HVAC RUN RM1 7-00-00 1"x 14"APA Rim Board 1 1 REVISIONS AS SHOWN If RM1 3-00-00 1"x 14"APA Rim Board 1 2 II ❑ NON CONFORMING-REVISE AND RESUBMIT i' 4 BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 THIS SHOP DRAINING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE o ¢. I f R I c $ ' ,. BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE m �'T�I HI- � 'I$ ,; tn.niT ,`,gip�- BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITYBM16 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 OVER THIS SHOP DRAWING. CV (V (V ,(V :.(V (V `N N .N,N BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 By: Arnold R. Solomon Date: December 3, 2015 — (n N 8 it6) o o LL -o I o {10 o ;IL I o 0 Y ix i' o • • U_ LL ;'� BK1 6-00-00 1.5 RigidLam LVL 1-314 x 14 1 1 CT ENGINEERING INC © BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 Ei.CONFORMS TO DESIGN CONCEPT '') BM10 3-00-00 1.5 RigidLam LVL 1-3/4.x 14 1 1 0RfiVIS ON'SNDTEpSIGN CONCEPT WITNI' BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ❑NON-CONFORMING REVISE&RESUBMIT I I' BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 BM3 21-00-00 BBO1 1 1 i.FF Alexa Fu.r n onw_ 8ll.c/.5 ` ( .'O Vl MILBRANDT ARCHITECTS 14,70-C0 BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 MI__ _ �� r 1�4-Ole n II 1V-7-- p� ? •I I ACCESSORIES QTY II?Mil II I I i 0 THO17140-2 44 II 11 i , ' ,.1_ 0 HUCQ1.81/11 5 r 11 II I I2 11 1 II 1 H il 1 I HVAC RUN 1x14 OSB RIM FOR SHEAR BLOCKING 25' - rrlml ,iiii it IIj ? � a�,fi SI t l ;I It, Iliis FLOOR LOADING BK1=BLOCKING 1 11II I II Z 40 LL RM1=RIM BOARD M�1 hc,,, w ro r-;' u. ,ILLI u� u w LL - 15 DL vle U . 2 2 2: Pi; E F 11LL? f REFER TO STRUCTURAL PLAN FOR ADDITIONAL 1—' POST TRANSFER BLOCKING r'1 2 12; AND SHEAR BLOCKING REQUIREMENTS. m1 co 1bi _j I 1 _ I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I I I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I I I I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I 113M6) ^il I B — I ,-=-p = - __ -=":i A LI=B klp9-1!.O j 1 3-0s-4 II ; . _mit_ - �BM6) �RM1� �BM3j I 0 _ CD 6-08-00 o j� l ,I I illi '; , . `,5; wir ' acili1'- .� ,� a e;) START FRAMING HERE & TRUSS COMPANY DO NOT: Loosen, remove, cut or notch any part of the open web joist. (i_ .. a i JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET I SHEET 2 OF 2 F.,- > jzR ® dm -a , G4 W y E. o 0 0 0 N � ` 70min51'41112° P z 0 C z Cn ® 11'41 ' 40%.2"et °, 0 uBV 20 m Dch su mz al t e ,, e b , " " N " C irD , ____,. _, ,_______ 1 . a iiiiiiiL4. ti 4) .., prfrfri . , 1 1: A ii; _ . 1 _ Ar m m m 1,11a) 0 O O —'Cn O \ 7,.. • j �' w ry -, W Y N o rligrrAfxr _ Ir sa �JWel iii_. r fl. r 44. m aOmO W N / ' (2) W ii Pill 8112'4.2._ '- r — t: o OOOzrTiz> x>z-o - I i -w HDzmazopoco� - A "` J7 co O-omc�xmz-mi-z< ',-a�-, i = 000% - Crc,-mM z<-IzZprm��m0 �./ �, ,-r �T�7wp"oC�Dn�t pal * g 2 9 0 2 .115_ ,_ _ • V Q CO°c-Hm„co0=�z�X 11CO c nDc)rxc) mr0-1� •ErI.T •• ID Z07, 4 1 umile N n 0 idr a.IIINIMIIp2I r EJ (. J3 14 1 PAM \ J2 9 -, 0. ._ UI Rh 1 _1 . c p- m U.P Ntr) rn pr .,:::::;':='t'lle-;'-'7 1 @ 53 .12 0 g g K ' o Ill iir ...e. g g 42-011 Q 1CONFORMS TO DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT o CONFORMS TO DESIGN CONCEPT WITH n - CONFORMS TO DESIGN CONCEPT WITH ® REVISIONS NOTED REVISIONS AS SHOWN NON-CONFORMING-REVISE&RESUBMIT fl NON-CONFORMING - REVISE AND RESUBMIT '. ,,,; 6 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE , THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ' �x'.. P WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE -=7:. " FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE o ' DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY PRIORITY OVER THIS SHOP DRAWING. OVER THIS CHC" DIIAI"ZINC. By Alexia Fukui Date 8/12/15 MILBRANDT ARCHITECTS By: Arnold R. Solomon Date: December 3, 2015 CT ENGINEERING INC