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Plans (7) BU P2016 - 00120 i \ RECEIVEP W \I 1 \ APR 4 2016 a I �I CITY Of TIGARD ;� I BUILDING DIVISION m PROJECT DESCRIPTION N - NEW ENTRY I REPAIR 1 ` \ - EXISTING BUILDING ADA COMPLIANT z 1` 1� '.2i.6, SHEET INDEX a - SITE PLAN A-1 u `~- EXTERIOR ELEVATIONS A-2 r/////// //7/2/7// /! - FLOOR PLAN, FOUNDATION PLAN / DETAILS A--3 0\ ///!`/7 /ii j/i`//� LOW DECK - ROOF PLAN, LIFE SAFETY A-� o //////////,i//////./7//////// :` / GENERAL PLAN NOTES: /:///// / j/// (E) BUILDING //,/ - ALL EXTERIOR AND BEARING INALL HEADERS TO BE 4x8 UNLESS NOTED 11.5 —,-///. / / ♦ /'' '// /-- - ALL V ALL AND ROOF ROOF SHEATHING: 15/32 RATED NAILED Ni SO 6" //' V / – . 3.5 EDGES, 12" FIELD TYP. / N. , / :///, 2/4 – - 235# ASPHALT COMP. ROOFING OVER 15# FELT TYP. • // / - ALL INTERIOR YVALL5, 1/2" GYP //j/r��//�/ % / /// ATTIC VENTILATION 1:150 ///fi r /// 7 /// 22.25 ; N � CO *MO�♦�.; e ?� ENERGY C c I �� ♦�� +�♦+ �� -GE ILI N G51 ROOF R-3b (3) -----7 12 - NALLS R-21 " Ct o 6 - NINDOW CLASS U=035 0 Q LC) \ \ Li, - \ DOOR CLASS U=0.20 Z L -----2/G,, ,::>„.... .. ..,'-... 1 • �' !-IG! �,-L. IL .-- -.:‘ N Q a C7 as Z Ca W 9 -- — COLO z IRti k - (E) PARKING VIEWED FOR Gan$COMPLIlANCB OTCs I 1 2066', -- 1 Permit#: 2°440( 1(20 1 1 1 . Address: -`7• i ''is. Sults#' �� • By: !=�� Dates - A _ _ _ � ~ -- -- OFFICE COPY � � ` �2®4' • DATE: — — — —202'-- 7-,-----. ~ 43/2016. - _ N • � N110' . . � . . SITE ELAN SHEET: 1" - 1' e" SW BELELAND RD A-1 W a 0 12 m ALL 5 12 5 ALL a cn 7 ■ W 0 / O 12 12 I 5 • // /A/ -6 // ti EAST ELEVATION J rn 0 z -E2 WEST ELEVATION ® � 1/4 - 1 i -8 0 = C:1 QTD zm r, li 12 F.. U) 5 ALL CO In UJti DATE: 4/3/2016 RET. WALL / / NEW ENTRY // / / SHEET: SOUTH (STREET) LEVATION A-2 1/4 1'-e" W I- 0 >- Co z O R-21 FGB TYP. I I I 0_i---4 I I I c 4" CONCRETE SLAB TYP. (3) 1 roD EA. STUD — ( I I U w R-15 TYP. , 5/8" x 10" R.B. @ 48" OC TYP. 1 0 „ 00. (E) - 2.0 FT X 3.5 FT X 10.00 IN o `'• @ ' — REINFORCEMENT IN LONG DIRECTION: #4 BARS t 5.83 IN. D.G. / (4) MIN. z I, ' j 1INUS LEVELING BASE 1 " II ET-11-#4 I @ 18" OG HORZ. TY>= , \ IL 11-' 1=111=111- 1117=1:111-- -111----a 1=1 #_4 @ 18" OC VERT. y ,° (E) N I I— — — —l- -=1111=7111-=7-11H-11 I o L _ -HEW=I1 I 12;� i_1/__-___111- / ->e\ 'HU212' t I #4 X 24" DOWELS 0 12" O.G. TYP. �'I (�� `c ( I I .. I r S�A�� I " I I (2) #4 CONT. IN FTG. TYP. (3) 'LEDGERLOK LL 005' @ 12" OC. 1,n , —I Ngu) h" GDNG L 1 I—i) I I I I I L J I /L _J \ 22'-3 1/2" \ Cr) CV 0 N J I- OFOUNDATION SECTION °SECTION AT SEAM FOUNDATION LAN -.J a' 1/2" = 1'-0" 1" = 1'-0" 1/4" = 1'-0" ' � O 0 Zp_ ® ca J cm ,H II- (E) E. _ tt 0 -_-4, ____) . N (.9 `✓ ` -ft-Tm6=-1 1... W Z 0 -UP LL 1111i1Cn LO MANUFACTURED TRUSS ROOF Wd�- p RECEPTION ti RECEPTION - I LEAVE (E) BEARING WALLS _\ 3,_6,. 11'_-1" \ 2'-\ — (ORIGINAL CONSTRUCTION GARAGE DOOR OPENING) © - r_ Jf '1- --IFRB-1- -'n- ..I 1 5-1/8x 19-1/2 GLB 24F-V4 DF/DF u m W MIN. U.1 m ;D \1 / 1 12" Emergency Light & Exit DAT �- - Q ,�. i_ � _ ��o / / 1 9 0 BP 36405H 1 -5 36405H 364051-4 BP 4/3/201(0 Q \ 4'--6," `. 3-6 `. 3. 3'-6" \ -5 i. 3'-6" 4'-5 1/2" W I '- ui U \ 22'-3 1/2" \ 1 1 F u 3 1 ua 1141 / "5 - BEARING POINT, PROVIDE SUPPORT FULL WIDTH OF MEMBER SUPPORTED IBP BRACE PANEL r OVERALL SECTION SHEET: 1/4" = 1'-e" FLOOR PLAN 1/4" = 1'-0" A-3 w F- 0 I =� C = — = = = C = = _ - - - =� >_. Co IL = ' = = = --r 1-nr --= = . .=„_ = = . ,_= = 1r = 5III = 7I L A I II II II I z T I II 1� = = = = 4 I ° RIDGE I n II II II -1 I',= -- -- -,L - - -RIDGE IL- ____ - - - - _IL = _ _J 1 .62 w 0 RIDGE 7 II I II IL 7 IL II I II I \ II I II II o 14 11— = __ � II I II _IP' II 11 fi`).. 1 IISII II rn 1 � _ = �� C - � II I� i c- JL-I r_-Tf ti � ,"i ROOF PLAN ,SIJ L� ,L ;1 .;�;' 1/8„ = 1,_e„ --------------------__. CO I---,4 ( I I I (N I BREAK RM. j j -j I- J 615 O_ BATH FILE KITCHEN CONF. � I Z OFFICE a BATH .� O F- _ 0 GROUP '- - 1 0 .___ El w 2 Qco OFFICE OFFICE - :---J ' 0 > 1 o i Z m OFFICE OFFICE fto , r c LV I- 01 Ln W r ti UPPER LEvEL PLAN US" = 1'-e" I L I L ]o r � OFFICE FILE `ADA / MECH.) „ rr-r -f Y -----r_ r___}1 I DATE: �J r 7=1 4/3/201& OFFICE OFFICE RECEPTION --1 I I I V SHEET: MAIN LEVEL PLAN A-4 1/8” = 1'-e"