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12540 Main Street 12540 MAIN STREET 1 OF 4 BUP 98-00070 I.: Y • t._ ., I ' 66'-0" • FOUNDATION NOTES: '; 6'-'0 12'-6" 12'-6" 17'_.2" 7'-10" 10'-0" 4 lig"-----__._*___ _.�_ __ _ _._-.�_ilL - �_______..___,__ __ __. ..__-_ _._.It._-._- --lit i. SEE ARCHITECTURAL/ MECHANICAL DRAWINGS FOR DRAINS, SLOPES, w • C C. D AND OTHER FLOOR DEPRESSIONS NOT SHOWN 1- - 2 SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS. ELEVATIONS, AND 1 H ' _. WALLS NOT SHOWN Q 2' 4 ♦ < NipQ 8`-- ( 7 -0" 7'-0" 7'-O" 7'-0" L 7'-C" 7'--0" 7'--0" 7'- " 6' -d" 4" SEE ARCHITECTURAL. DRAWINGS FOR STUD SIZE, SPACING, AND <QNe 410---10------+-------i- -- ,� 1 -----41- - ,1 - _--If_--,._{r--__ 0 } -•,f---- - 3_41..-6.1!3.-6" GALLOWS AT NON-LGAD BEARING WALLS (1[0;4/ n �` el 1 1 • Ali. . 1. I. 1 1 : I 4. SEE SHEET SI.0 FOR STRUCTURAL NOTES AND TYPICAL DETAILS. tv II I ,„ 5„,),..,, . - '1/4 - - -'--r- w ir,.•wIwArAmird..cArdruar.014~....anorgio.dwalirdir w/. iicani i.I.wi.►I�►ar11_��w�•iII si4.�r.y.••i Ari.` ..�wirro. Q 5 SEE SOILS REPORT FOR ALL FOUNDATION AND SLAB SUPPORT ILi gOlt- a, •� - 0 REQUIREMENTS. THIS IS TO INCLUDE ALL EXCAVATION, FILL AND N J X I 18 �- 1 1 p 20 n I FILL PLACEMENT REQUIREMENTS. al- t4 _ ► 1 _ 1 1 _-1 1 18 I 1 I In I 1 rn 6 VERIFY AIL WINDOW AND DOOR WIDTHS AND HEIGHTS WITH ARCHITECTURAL • -N----4. 1 i I , o DRAWINGS C' 1. SLAB TO BE CONSTRUCTED BY FUTURE TENANT (moD . 0.1 I I `a I I2 I I t -p" t 1 . 8 I 1 - -'� 18 -4,4-.-.--r., 18 :� LEGEND Ailf T 2 - f I __ ----11 ••••`--/I j j`'+ __ __.______ + 1 , 1� a , - I _ ``� ,R_ - 2 100.00' SPOT ELEVATION ...., I 1......e.1 j J 1,,:,1 11 ..!...,1:77..._ L _ J 18 4..3 I O 1$ I I 18 2'__3 , ` 10 1 1, L' 18 ► - I CSJ CONSTRUCTION JOINT TT '�--10 t 1 r-' - I I I CJ CONTROL JOINT moil I I 8" CMU WALL mom. I I I o ' . pi I I I 1 XX PIER DIAMETER (INCHES) "R /- PROVIDE (6) ADDITIONAL #t I a I I 1'_3=Th CENTERED U*1DER COLUMN ^' /XX PIER LENGTH (FEET) I I TYP, - (SPACE 0 E O.C ) I ' I _18 ' ( 18 ;�, 20 it-,4 , 20 I 'IP 18 0M ... - \i) - -------ki - . . ,. 1_ ' 0 -' k 1 i:1 (.i� AQOIT1nNAla."''' , , _I _ -- CI) PIER SCHEDULE CENTE ED ABOVE PIERSo . . SPAC 0 6 0 C' I o pjy�& �. 1l�ICTH CAPACI'Tr KIPSI ,8 Ma24 - 2020ir.._ � t8_ I ►--t _ Ntr i'F 12 I I Nf-- t 18 8 12.5 .�,.• 5' I 1 t , I 9'-4" _10 17.0 r 1 Q ID I I �T---- - 1 I ,, 12 20.0 N I 1 I - 18 8 15.01 , : `� aFlama 1 I I 10 20.0 18 1 I 1 \ 18 20 I2 24.0 1 4.A 0 20 8 17.5 r ► I AI A_1 1 it CriI �' , 10 2z.5IX H -L_ c fu. _ 1. a I I I_ . %__I c, \ .--12 W In 18 I, 4'-0 ` 18 k 18 24 8 24.0 w _1 I I 6'-6` 8'-0" iZ5 III I ?� I i2 n, 10 30.5 LI 18 18 I I I 18 21 I 12 37.0 C - L- -- .._ . ._ . 1 _ . 1 , • 1 0 NOTE: .)18 + I "2O - - ' ` , PROVIDE (6) ADDITIONAL #6 II ; o CAPACITIES FOR PIER SCHEDULE PROVIDED BY L ..� I 1 2 /� CENTERED U DER COLUMN I I GEODESIGN, INC. ON AUGUST 12, 1999. 18 ' , / (SPACE 0 6� O,C.) II + 12 I 18 1 II 20 I_ 1 II 20 18 Z Z Z II ! 1J 12 _,-4,7 O i lfir---- t1 I . �, 13 A[1DIt1(„}NLiL_ ki co , __..........,_ I I1 I I I UNTIE *ED ABOVE PIERS I ' NOTE: OF PIER ® � OF WALL �I �- i I _I`'li- �--' (SPA(:' 0 6 0.c ) k. I TYPICAL--UNLESS NOTED W I I I 18 ►L---_1J 11 20 2• I i 20 OTHERWISE 18 L � 12 III 1� - _.� 2 -�- I ! .. ,I I I ' (f) t I 20 l o V1 c' I i _ _ _ __ 1 I w : _ 2:....... ...... ___ : _,. 1 , CV 4‹ 0 ary 'a 11 is 18 1a II { i I 0 18 I in Q 'Li 12` CO --44- 1 L., , _, ,, _ , N ‘ -7T6- CL0 C\1 <, r-- 1.-- 18/ 18 18 I`r 20 {\18 -y 12 11 -1-T TS- 12 I 12 I II DRAWN eY: RBW/CST H • G I18 CHECKED 1,3v: GMT. o 1 1 I 12 I I 0 ii 0 1 - ' l • t. T� ' I I t��O PAF . u) r , 1- '` 1 -5") I .50 `•• •13.9A7 ,. D. .. I I \ \ 3.-0" 13.- 9" 4 -.6" 13 --2" 8'-2' I _ ' r- L ) I`° _ . 1 16 1 18 1 • 20 4 t, il' . '1 \ `' ''HFI., io Irde _ _ _ I _ \ .tor -- 4- -- --- --- -.._ - . .a isiV. _-._ .-- -- -- -- y �./��11 I i b" 1 _- 7� �, 11. 1�gi Q a _341 �` - I , .J ' 14E L Lw�� ? 18 18---Torrli.1 18 18 td 18 12 , --- ' lirr { SSUED DATE • O -- '4 - - i �• , �k - e, , i I ie- Na � ISSUE: 08/17/99 !,_ 1 I _. _ ._%. . J --. I i cn 1'-10'-', (-4 1'-10" Q TYP. / t T'YPgm . E COL. - U a ac71 Df I)f?AW NG TITLE: ._- .a PIER RAN WOWr I 4 ex, NORTH Z. w k '0° ' •_. * 1 PIER LAYOUT PLAN S2 • 0A • !--';n g RI:I' 1 111111 II ''; 1'540 sW MAIN STRIA%I IN; I I1f 22 .QL__ i JOB NO: 91125.06 .40 �• %...!'I;,,Y:• i.:A�n ..,..r.►wr......+rar.r►,* .n.-++w.,...r.••.+.+.......�.J+n+.a.r►Y+rw,..+rw.w..._ .......).w.+.......A,.. -.'�... 1, i u- v �a.: .0'1. .�c + ,� .1 If this notice appears clearer than IIIc' JUN 0 1 2000 (101IIu►e1►t, the document is of 111:11 ;in.1) yu:Ilil . IITICU111111ll'II 1111111111III1'IIIII11111111 I IIIIIII�IIIII I IIIi! III ILII IIIIIIIilliii I ilrl+it +i I IjII , ,I�INI LILT; II�IIiII iliillili�11;il I IIIiIIi�Iliilll I IIIIIIIIIIiIt Iiilil , , 24X INCH II AMC IN CHINA _t - I > -11 ' I!IIIIIIIIIIIIIIIIIIIIIIIIIII 1I!IIIIIIIIIiII IIIIIIl Imillw IIIIIttti lltil!:IITIIIIIIIII IiillinlIiitilil !Ilio! IIII!l ?IIIIHI��;illlillllliwT-iii T- l!!i!Ili!siiilil!!!!littl1iiiittf!!I+!!t ' ;I '�IT I,,!: nr „mI , II!,i.� �„ ��I„ ,y �. 1 I I . J, 11-, lfl fol Ililiilililli.��!II,� „�IIIIII.,� .,IIlI!,�III,III,. ,Illu�111i ,!IL. I.�IIIIIIII„I,l R r . I 4. - --_____ . 0 . 0 ® A @= . E I CEN ER OF CEN'ER OF GENERAL NOTES: COLUMN I I I I COLOMN 66'--0 66'--0" 1. ALL GLULAM HEA145 ':•HALL HAVE 0" CAMBER UNLESS NOTED OTHERWISE. D 6' U" ti' U" 25'-0" 1U 0" 31'-0" 35'-0" 2. VERIFY SIZE AND '.I)CAT'ON 1)F ALL MECHANICAL PENETRATIONS WITH / N "---.- . . __-- --_ _.. _.--__ - - a------- f , -- . ___ .__-__ _--------0 ARCHITECTURAL AND MECHANICAL DRAWINGS. Q 3. MINIMUM SHEATHING DIMENSION SHALL BE 24" AT BOUNDARIES AND u of N�0 CHANGES IN FRAMING UNLESS ALL EDGES ARE BLOCKED. ��,�,p Q � $ g $ I 26.83' 4 26.83'_ 28.83' 4 26.83' in N N S5.0 ( (1: - ' S5.0 1•0.S. I S54.1 T.O.S. T.O.P. (IS__5.1 3 "i Q/ I T.O.S. LEGEND 7Q 01 ` • MIL/r/�Y■rulM w/ wN - V I '�..- • ` - - If1 .- • 100.00' -�-- - - - • I _-_-t ii.:____ _ _ --- _ - -- _ _ _�. _ - TOP OF PARAPET ELEVATIONo t- X _ _ _ - 1 I j /T.O.P. cv4w4 { o I _ - -� 0 I, - - - - --- - - -- - -- In a f- � - 100.00' l f ----- - --- - -- TOP OF SHEATHING oIr- -o I - --- - -- - - KEYNOTES N ( - -_-'- - ---' _._ - --" I -- -- -_ -- _ S 5 0 .- a s _ xa�o [-.1- a _ s -,�.,.__ S 5.1 N / 3 - - -- - - - - - - - EN OTES ,� • o S5.0 1 - -- - - - - -"t -- - STAIRS (3) 2x101 II -f II _ -- _ . ._ -• .---_ - __ / j -. _._. _ _ _ ._. -- - -- s . i� ss r i .n I - - -- - . •�► 9 x u 5/8" APA RATED (40/20) PLYWOOD SHEATHING-- NAIL W/ _ - - - - - ar- - - - -- lOd 0 6" o.c. AT PANEL EDGES. 10d 0 12" o.c. -"_^ - _ - ' __. + 55.0 I 7--_ -- _ _ _ - _ _ Q - - 26.8 3) 2 x 8 WOOD IN PLYWOOD FIELD. PROVIDE PLYWOOD SHEATHING CLIPS AT I■ _ = II M T O.P. LINTEL-- TYP. O - ! - - - -- - - - - __ - _ _ - - o i - -- _ _ - - - - - / MIDSPAN CF ALL UNSUPPORTED EDGES. - --I o 1 C> -- ` _ Y - - --- - - �► ,-� 0 5/8" APA RATED (40/20) PLYWOOD SHEATHING-- NAIL W/ V 10d 0 6" o.c. AT PANEL EDGES. 10d 0 12" o.c Q m _ _ _ _ _ -� _ _.- _ __. m IN PLYWOOD FIELD. 0 - - ‘ 0 . _0 0 0 3) 2 x o um] ' _ _ _ _ o . _ -- _ ('I WOOD(HEADER-- I ---- - . - -- - - - -- -- - - - - SEE1/S5.2 © BO4 T8 P T2 WOOD LEDGER WITH 3/4" DIA EXPANSION 4 - - - - - - --- - - TYP. SEEussim BLS 0 8" o - N - - _ _ _ _ _ -N _ -- _ N 1/S5.2 -"- - -- -- - a -CST x7 (4) PROVIDE ADDITIONAL JOISTS AS REQUIRED AT FRAMING AROUND ROOF OPENING. u _ 26.33 © SIMPSON HC2CTA9--6 HINGE CONNECTOR D ao 25.83' 1E - - - -M - - - --L - _ - � - - TOS \ I <v T.O.S. - -� - -- - - - --� - - -, - - -- - - - - - - - - 6 M I _ - - - - _ - - _- - - - -____ - 3 A r a - r SIMPSON HC2CTA9 1 HINGE CONNECTOR W CO IE a - 5.0 e® .. _-._. _ _ to _ < ---- 46 25.00' (9) ATTACH P T. 4 x 6 AT END OF SHEAR WALL TO MASONRYco o - '- _ _ 6 - �- _ - �, - - T.O SS WITH 3/4" DIA. EXPANSION BOLTS AT o.c. VERTICAL.. 0 0 SIMPSON HW HANGER AT GLULAM BEARING AT d --� - __ � ~ - --- - - 04 - - - - DS - WOOD FRAME WAi_L 1: -- z - z -- i SIMPSON HGLTS HANGER AT GLULAM BEARING ATm - - --? - - - -� ! - - v S5.0 - - - - - --- - -- © WOOD FRAME WALL H assmsm to -� • -� I -- _ o - _ -_ _ _ - - - - - (9) 3/4" T&G PLYWOOD SHEATHING-- NAIL WITH U N _ - - _ _ --_ _ -4 - _ _ _ _ f _ I _ ____Co _ _ �__- _ _ _ . _ _ 1 Ud 0 6" O C. AT PANEL EDGES, 10d 0 12" 0.0 1 x N - c� N IN PLYWOOD FIELD cv too1- - - - - -- - �x - - - - - -JI - - - - - - - _ -- -- - - - --- - -- _ -- _ -_ ' 0 2X6 0 2'-O" 0.0. WOOD STUD WALL WITH - td. --� 1/2" PLYWOOD SHEATHING ON OUTSIDE FACE �'�' _ _ _ _ _ _ -,n - _ _ _ _- _ �1� _ j - - _ - "' _ _ - _ _ - - -- NAIL SHEATHING WITH 8d 0 4" Ooo .C. AT PANEL ' _ _ _ -- _ _ -� - _ _ _ _ _ _ ut x EDGES, 8d 0 12" O.C. IN PLYWOOD FIELD to - itc,__,!„0-4-17. _ _ _ _ �' • 2 .5O' /^'\ �1 1 MASONRY LINTEL -SEE 4/S4.0--TYP.T.O.S.O - ! -. - _ _ - _ _ - - 0 " _ �i _ - _ _ -D0 -- _ _ _ _ _ - - --- ® DOUBLE TRUSS JOIST AT EDGE OF FLOORAli S5.0 = O o -1 - --o - = a - w 3 - CiE 1.-- - v - - 1 1 i o j - - ��-- - - Ss' - - - - - -- - - - - 111111 ATTACH 4X6 AT ENU OF SHEAR WALL TO MASONRY W U ry55.0 x m I - - - - - -x u- - - - --- - r - m 55.0 `D I - - -- �'� - - - - L.LJ -uo 2'-0 O.C. VERTICAL. 'co - - _ 3 1/�'r x 15 0"�L� � J- - _ _ - - - - � _ (NI N S� - _ -- ,,� ,p, - _ _ �2 - _ _ _ n. W - 14 2X6 0 16" O.C. WOOD STUD SHEAR WALL WITH ( - _ 1 l-]YL_ _ _ _ F a 1/2" PLYWOOD SHEATHING EACH FACE. NAIL Q/ -C '' - - - -*'� - - - - el' - G' SHEATHING WITH 10d 0 4" O.C. AT PANEL EDGES, `o'soi - M�■rwL�w�r�r - -to - 3 41/8"-x 15.0" GLO - - -I S - o - N ,� - - - _ - -- - -. - - -- 3 1 8" x 18.0' GL n ( - l Od 0 12" U.C. IN PLYWOOD FIELD �- 4 Ip b 9 - -- - - -- - - --- - - - -=� - �x = • ii_- 8 -� ^ 3 1/8" x 10.5" GLB R=1400' 0 .7- T2.500. (1_.--5) 2X6 ® 16" O.C. WOODSTUDSHEAR �,1� n - - - _ _ n _ - - -L _ _ _ -_- _ _ _ _- WALL WITH 1/2" PLYWOOD SHEATHING u �. ONE FACE. NAIL SHEATHING WITH 10d 11 w �� - - �1� I x rJ-• - � 'r-g �-o - - o - - c a - 0 4 O.C. AT PANEL EDGES, 10d 0 12" O.C. (s'! 1 - F- - - -- �- 6 - - ( - - I -tom - - ---- oI '1 =• W Q IN PLYWOOD FIELD -Err • • ,..„ - _ -)\----- - _ I II t - • m 25.00' 16 SIMPSON HD1OA AT END OF SHEAR WALL--SEE c�'� 0 -- -� - -- - - _ _ ---�+ i .- - -® x ■ E _®-• rl - - -- - a - - -- - - T.O.S. DETAIL 7/S5.2 rn _ „ _ SIMPSON GLTS HANGER AT GLULAM BEAM BEARING 0_ - x•5.1 - _ _ C-Cf) _ - -1 47) / _ �+ 5,83 _ -- - Lo _ _ -_ _ - AT WOOD STUD WALL--PROVIDE (3) 2X6 �d.�00 - m 1 IM. k - - - - ti - - - - - \ T O.S. STUD CENTERED UNDER BEARING. .1. Ltd CK (/) • , ccr ii o-- -2-7‘ m �, I SIM. :� � " - _ - - - I I'L �. cc- j - JOIST HAN O ® -imp- \ - - - - - - 8„-- 5 v, �oD N GERM. W i V) V) 0!�EN FOR STAIRS �" - v - _ _ o = 0-N.-Tr _ -N 3 1/d- >i 15U (AB _ _ _ - N 111--- 1 - - J33 1 8" x 10 5" GLB1/8" - x - 1 - / 3 x 18.0" GLB w in cv - - - - - - - x .rR-_. --�s._ -- - - R=1400' • PROVIDE THE FOLLOWING JOIST HANGERS UNLESS civ + - - ; - t3 - -- - - - 11 - . _ - �- - - --0 - - - - - --- - -- � NOTED OTHERWISE: 4 O _ ROOF Q/ m v-- - d 10 �, - -- - - - -- - S5 _ 20" TJI/L60 HIT3520 Q \ _ - _ -S - - --- - --_ - - - - S5.0 N -- - - -- 73-+- - _ " _ - - - - - 1 26.83' 24" TJI/L60 HIT3524 r^ (, - - - =Alt i- I - - - - - - - -- - --� r - ■ - - �l - - �� - - - - v / TO.P. FLOOR N V Q m 2Mil - - - - - - - -- - -- - - a� - _• �J - - - - -- - - - - - a - - - / 24" TJI/L60 HIT3522 12.. N °-- �- - • - - - - - - - - - ® - - - si - - - -- - - - - - -- - - - n - - _ -- - _ --• 2X10 WOOD JOIST SIMPSON J8210 - _ - - O - J - - - - -m - ---� - - i0 I - - - - - -- - 00 - -- - 1 - -- - - - -- (�/ 3 c, - - r - t_ - - - -- - o - - _ - _ - - � � _ 55.1 • - - - - - - s - - 0 :3s___ - _ - •�- - v = = u O O O f RA'NN BY: SC/RBW FLECKED BY: LW S5.0 `� _ :r: , II- _ - N _ _ _ - .- _ - X N �1 _ N 26.�3'� i= Af (f) _�_ - - - _-49-2.!...9..Z - - - - -- - - - x� - _ - - - --- PJ _-� -- - - - :::::31.4:fr i3, i in 1 11111 ro ___ 11011ktim:.• -----\\\- -r-i-a- itha • - iia 0 ____4,7-0)__ NEIP inkW 1 4 `-� 1 f [ 1 j %V T-1. 1E - a - _ 7 I I �/ NA El L� Ck Cpm+�\ -a--- l FT I I Tl 17 -1 21 x lib ;TIITIci. �r T r Ilcir _ oN S5.1 26.83' r- C V� O.\ _ • ■ I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I IM - _ -- -- T.O.S. ; I I 1 t / I• PREFABRICATED . y,,� I i, cO I { I _ -- _. I \_-- 411 _ _ . _ _ /� �• WOOD TRUSS q E(PIRcS: 2iW� _-•_ - -- " _ - _ 2 -0 O.C.--TYP.' 8 - �r --*"1a;== 8 (8 ---31k--- • -� �--�• -tae. _�- �- -. - - - - -- - _ - - O 0 - 1 8 x 24.0 1 8 x 24.0 5 1 8 )4 (I -- ---- ,_ I ' ISSUED DATE GLB GLB ,I F26.83' ' 4 BLDG. PMT.: J © 3 T.O.S S� S5 0\5 S5.0 (3) 2 x 8 WJOD 3 `5 - - 02/09/98 S5.1 HEADER--- TYP. S5.1 � SEE 1/S5.2 ' - !�' CITY COM : 03/11/98 Q 2\ CITY COM.: 03/27/98 GENERAL REVISION: I I �` A 09/22/98 U REV.: 10/02/98 ,A ____,,. NO CHANGES THIS SHEET - ,•, REV_7: 05/21/99 ki VPREFABRICATED WOOD I TRUSS GIRDER DRAWING TITLE W L' SECOND FLOOR & ROOF FRAMING PLANS Y_ Nolan NORTH NORTH Alit' . . 1/8. . v- e.SECOND FLOOR FRAMING PLAN RO• . . ,,,,,P" OF FRAMING PLAN '3"' PENTHOUSE_ROOF FRAMING PLAN --- S3 . ,., 1' ()" ilk Wil, 1/8" = 1'-0" • 0 0 HU1'415-11(11)/u U 12540 SW MAIN SUOF OF SUM Ili 2 of 22 .10B NO: 97125.01 rn ". If this notice appeal's clearer than the JUN 0 2 2000 untcnt, the document is of marginal quality. microfilmed ed li 1 I ! ji;IIIIIIIII 1 Illlll111111l i Ilijllij! l! III'IIIIIIiilliii l il1(►i i . Ijiji;; j' i ! 1111111k' I Illlllljljllljl I 'Illljllljl�l IjillIlIll ; ; jlll { !' 1jljjl .Iili'ilI twat �iwloc • CHINA '�i _ _ _ 1 1 `" T � u i1 11 I-" II- ��r W�y l i w 1 1111111111111H111i�l11111111,jIlII 1.111 jtlll�llllll!'hl1111111 11114111 1!1111111, 11!!11111 11!111111111!IlIIID!!!!IIIIII!OIIILIIII! Illl!l1111141111111tlilllihttlhUiitMlltlt (NililTitilli;;;.1101!!!!: Illllil.�'IIIi1:101111111! i11,111111111i:1nIIf11ltillIIIIIIIINI • I • N N - 41- IN 'k TOOLED EDGE-- iQ . _ _ -- TOP N 1/8' RADIUS • . rOF SOLID GROUT FULL DEPTH - 1/8" WIDE SAW ,� t a gir:, 1 • 4 / o CUT OR TOOTED I �� STEEL TUBE COLUMN --SEC FOUNDATION PLAN W / JOINT-- SEE - " / /�--- SHEAR REINFORCING WITH CHART FOR i 4 --CONCRETE SLAB - . / HOOKED ENDS TOP AND BOTTOM 5 (1) #5 CONT. EACH DEPTH SEE PLAN FOR •._` " » SIDE OF JOINT AT StM2 q '� 8 -.DLL SPANSSEE 3/S t GREATER THAN / (1) I(F5 CONT. EACH REINFORCING PL 3 4" X 1'-1" X 1 -1 2 N a 0 (LAP SPLICE 2'-6" CL STEEL COLUMN W/ (4) 3/4 DIA. EXPANSION ANCHORS �- - 1 4 r n. SIDE OF JOINT AT SIM2 n a m o Io AS REQ'0) CONCRETE IAB AND CONCRETE FOOTING ---- 2 5 TOP REINF. ,{ (LAP SPLICE 2'-6" �1 SEE PLAN FOR N AS REQ'D) _+ '`' -_ ON Q ,p�u ,' REINFORCING - T - N N L � N 61 n' / OPEN END MASONRY UNITS 3 Z�►'� D ,., \3P . _ WffinFiffi= __ - oo / UI o C� L a _ I L., JX r K� .0.• .,_t., ),,L_____ STEEL TUBE COLUMN-SEE FOUNDATION PLAN � (2)1145 BOTTOM REINF. N p Q �� ` -- • ) - --- r-+� _ / � (2)#6 AT SPANS 8'-O" OR GREATER n u { M _ _ --TOOLED EDGE-- - STEEL BASE PLATE SLAB THICKNESS JOINT DEPTH III 1/8 RADIUS SOLID BOTTOM MASORY BOND BEAM UNIT • 2' -0" x 2'-0" BLOCK OUT 011 Ai . 3 1/2" t" T I 4" CONCRETE SLAB-- (,,' /4"--ta - CONCRETE SLAB SHORE LINTEL UNTIL GROUT REACHES SEE PLAN � DESIGN STRENGTH 0 • 4 1/2" 11/4" REN ORCINGR 5" t t a" i ;�, NOTE: EXTEND GROUTED OPEN EN1� 1 Z ' / `r / MASONRY UNITS AND RCI!:F 16" PAST p5 1/2" 1 1/2" v . ` �' ` )( o n o• - EACH JAMB. IF 16" DIM ::ANNOY 6E • _; I; oVQo OBTAINED, BEND BARS VERT. 16" MIN. • 6" 1 1/2" - 1111111 , L!..:1o Oo SHORE SIDES OF BOND BEAM COURSE �� t .00 _ _ a DURING GROUT POUR AS REQUIRED. U , . 111 0 .., . - 11,, iiiii ---- -,-,-,i‘ .. -IL 1 I I 'o ••• ,0. 1L1 1............ M I—III— SPAN „H.• A.10 ,_ #4 SMOOTH BAR X I 0'-0" - 4'-0" 24" J ----i- - » - -- -- FOOTING-- FOUNDATION PLANI ---T-R-- 32" -III- 1 G 0 2 • 0 C •• NG SEE •UN• •N I 4 ��-U - 8'-0 CL GREASE AND WRAP -1----\\--- _ 1 8'-0" - 12'-0" 44" -- ONE END OR PLASTIC _� 's � , COVER ONE END PROVIDE SHEAR REINFORCING AS PER 3/S1.O FOR ALL SPANS GREATER D _ S41 CONTROL JOINT--REINFORCED SLAB 2 CONSTRUCTION JOINT C3 INTERIOR COLUMN TO FOOTING CONNECTION 4 MASONRY LINTEL THAN 8'-O". • .� 3/4" = 1'-0" 03300-02A S4.0 3/4" _ I. O,• 03300-03A � _5/4' 1'-0" 03300-10 4. 1 L.:" C I CO W LL I -3 . 1 1.-14.. ......1 . I- " . . - v�._ #- 1r-8 0 SIM.--i - VARIES r 8" r } 1+-"—t CENTERLINE OF MASONRY COLUMN AND v ---4--- CENTERLINE OF CONCRETE FOOTING ALUMINUM STOREFRONT SYSTEM - 3 TIES O 8" O.C. FULL HEIGHT OF H I - SEE ARCHITECTURAL - 1 t' 4' M W �� _-- 8" CMU WALL DRAWINGS S4.O \i �- ,� - - f \ C.OLUMN BELOW BEAM BEARING- DOWELS TO MATCH AND AT SIM. \ 1 \- - SOLID GROUTED F-- �/� LAP VERT. WALL REINF 3/4" REDIUS 8 \ "' \ CMU COLUMNILI ____.e.-__..7 TOOLED EDGE 24 S4.0 \ \, - - (2) #5 IN CONT. DEEP SOLID #4 0 24' 0.C. X 12 GROUTED BOND BEAM FIN GRADE7 ' ,- \ CONCRETE PEDESTAL WITH Eh 1. - • 24 CONCRETE SLAB 4 A 24" O.C. X ,� CONC. SLAB \ \ #3 TIES AT 12" O.C.-- l . . • 121 WHERE SHOWN N 1 (3) TIES IN TOP 5" OF PEDESTAL Q •'_a_....=1__Z . •�• •,�'- `.; - '•� . ON PLANS N I I \ COLUMN PROVIDE (3) TIES IN TOP 5" OF c� FIN. GRADE ----N l _ I 'N LL. N!( , • �� e�� . . �7-14 ` °� ti FIN. hRADE I F 1.._±_. 1 1E----.111=-- III ��, T:-_-71.17=-71.7 1 ' I —1 I 1—III= �I -I i I- III -Iii CONCRETE • SLAB ? _ -1 I 11 1 1-� I fir-411=m1 _-- ,L--111111 1 1—Ilii►-1 1 1� N • ----- 8" CONCRETE: STEM WALL -- \ t.i.. 1. • ---- DOWELS TO MATCH AND (2) #6 VERTICAL REINFORCING WITH {(f4 0 12" 0 C HORIZ. LAP VERTICAL COLUMN \ -.= F... ID r_ 8" CONCRETE STEM WALL REINF, (2) 1 HORIZ. CONT. 0 I 0 WITH #4 O 12" O.C. HORIZ. REINFORCING - SOLID GROUTED CMU COLUMN -- _ • • . •• REINF., (2) #4 HORIZ. CONT. 0 • TOP AND BOTTOM OF WALL 2 . . TOP AND BOTTOM OF WALL 1 ' �__:_..-•'1 _ _i CONCRETE FOOTING (n _ l V , I �..t_ _ ' ' " \- CONCRETE FOOTING--CENTER O � . ,. ,�� _ '- �~ ; �� "' UNDER CONCRETE STEM WALL N NOTE: ALTERNATE COURSING W i CONCRETE FOOTING--CENTER �_ w'1/ 1.1.. 1 "' UNDER CONCRETE STEM WALL NOTE: �{ Ce . I. MASONRY KNOCK-OUT f - •, I• • - • �l UJ PANEL AT ,SIM, \� • I M . . 1 A (/1) .4< 00 EXTERIOR MASONRY WALL a EXTERIOR MASONRY WALL @ STOREFRONT T MASONRY COLUMN MASONRY COLUMN PLAN, TYP. N \434...29) 3/4" = 1'-0" • .• 7./4' - 1 C" _ - - < -/4.. , -I�" 4. , t �' 1 �' = In -.) . . CLNI0 Q 1/2" DIA. EXP. ANCHORS �" i - (4) #6 VERTICAL REINFORCING ® 4'-0" O.C. AND 12" FROM EA CORNER AND DOOR TYP. OPENING OF SHAFT. (MIN 2 /1\ NO CHANGES THIS SHEET I / /7 ANCHORS PER LENGTH DRAWN BY: KAS H r OF PLATE) EXP. ANCHORS AT - - -- V - - - CHECKED BY: GML , 2'-0" O.C. AND 12" FROM EA SHAFT WALL • 1` 1 f" 8" 7'-4" CLR. ,8" CORNER AT S. WALL ONLY ARCSHETECTURAL �Q`T(- 1 RRO,tt. �' ) —---- I N f f 1 4„ 4'-4" 2' 4 �G 4• G • iir 1U �'v a13.987 4 ,. '�- / SHAFT WALL --SEE Q� J SOLID GROUTED CMU COLUMN �'>4 __ ARCHITECTURAL CONC. SLAB " 1 r-- - •--, I 4 J . r� !' a0 _ ORFI�ON c. I �4 O 2 �" O.C. TYP. \ CONCRETE SLAB rM��NgEI L�V�P� a L�_,___ 4'TYPtTYP. 2•_II 0•• MAT FOOTING _y.. 1 - _ --4"24, X a' MAT FOOTING w I r I / •-- - - • TOOLED EDGE VERIFY W/ (SUMP) CC • 1 CCt EXPIRES c -' o 1- 8" CONC. --+ VERIFY W MANUF. ISSUED r,A1E o a1 ,�,.. i I aaaaat• U SUMP MANUF. / a" ,'_ b N �' —b 171 -- . -4 3 WALL -- 'YP. ----- - --- --- s ,� #4 l� ?' 0" G.C. X REINF. W� �4 Y • /7ZZ 1 -0 BLDG. PMT. - • /3 TIES O 8" O.C. FULL .1 i O 2 O.C. 02/09/98 - _ w 77HEIGHT OF COLUMN. PROVIDE tO -- -- CONCRETE SLAB f A EACH WAY " CITY COM. 03/11/98 ‘y (3) TIES IN TOP 5" OF _ �' 12 CONCRETE STAB W/ _' COl UMN �c�n a 41) {�4 O 12" O.0 E.W TOP L. / .-4 i [ AND BOTTOM I 2 CITY COM.: 03/27/98 SUMP 3 .. L -"- ---"- - --- 3 GENERAL REVISION: ► ILo ' �♦ 1 1 N SLAB -- REINF. ._-; _ . �_ a . •__ ci _'k---- - , - ._ ...... 1 �• e, �..• a, 09/22/98 r' d --r L I J $ W/ #5 O GC" _ ' . 2 '�� " /'`‘ REV_7: 05/21/99 • n ---- Mil NOTE: =I I17,-.;Ll1t llll-Ll=rl • SII_ ^) 4 TON & BOTTOM r,PAwt11c: TIT LLJ o --� - -------•--------- VERIFY ALL DIMENSIONS `� f( N ., �; • - �_-__ ....__._ _ii, WITH ELEVATOR MANUFACTURER (4 TOTAL) FOUNDATION `E COORDINATE SIZE, TYPE AND1 STRUCTURAL DETAIL S [- LOCATION OF ALL EMBEDDED - - -- --- •PLATES AND ANGLES WITH r ELEVATOR AND SUMP MANUF. LI) t3 9 2'-8" X T-8" MASONRY COLUMN PLANC12) S4 • 0 oz- ; m 10 ELEVATOR PLANrii ELEVATOR SECTION _ THICKENED SLAB/2 z -v 3/8" _ l'-o" _ _ — ra 1 iii © -- -- .JCB NO: 97125.01 0 12540 SW MAIN STRUT PO 3 of 22 If this notice appears clearer Than the JUN 0 2 2000 decn►i►enl, the document is of marginal quality. microfilmed ArillIIIIIIIIIIIIII1111111141111111111111 I1ill11111! 111111:111111 I li 1iTii11< ;;11111;1 I11i .111i1111 Ii1111111111Ii1 I IIIjl11111111!! 1 1111111111111 i; iIIII:IiIH' t11CN imot IN oNM1l► , t 446 S11111111111111 1111II1111T11, 111;)111 11j 11I11!!�111Il1111,IIIIIIIIIII!!!I'!II,IIILikollil!Il TIoIL11111 II!! 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N_ �� " ; • n - i. :: it(2) /5 IN CONT 8" DEEP SOLID GROUTED BOND BEAM GLUCAN BEAM -_ "`-r' COUNTERSINK BOLTS 1" MAX 9 o►- 0a �x I - --- PLYWOOD SHEATHING --SEE I n a W 4 \ �� (2) M5 IN CONT 8" DEEP SOLID 2ND FLOOR FRAMING FOR GROUTED BOND BEAM - 2X10 WOOD JOIST SPECIAL NAILING - - - �� - _ --- JOIST I , .-- -�. ..- _-_-.`---- !!72N HANGER • � •.� I ___ 2X FURRING, TOP AND BOTTOM OF TRUSS JOIST •0 • BEAM - 16d 0 12" O.0 -' '� " \ TRUSS JOIST - _� , Z �`' - WEB STIFFENER BY TRUSS JOIST --__ MANUFACTURER --- WOOD JOIST N. WOOD JOIST HANGER BY TRUSS JOIST NOTE -- --- HANGER BY TRUSS JOIST MANUFACTURER 8" CMU WALL MANUFACTURER ^ SEE ARCHITECTURAL DRAWINGS FOR SOFFIT FRAMING. PROVIDE TOPN —--- - TRUSS JOIST NOTE WOOD STUDS L STA21 0 4'-0" O.0 --1/2" STRAP GLUTAM BEAM TO F E D.F. 1 ON JOIST, 1/2" STRAP OVER TOP 0 AND DOWN FACE OF BEAM. ....I .._. Q. 4 TRUSS JOISTS @ WOOD BEAM 2-, JOIST @CMU WALL • ,- a ,'__ " _ Q JOISTS @GLUCAN BEAM .,/ Q ,. _ CMU WALL TOP PLATE CONNECTION ML.CMU WALL � — — PLYWOOD SHEATHING _d/ ,, GRID .1 _______ / 1 y 82)DEEP MSOLIIDTCROWED BOND BEAM 1 1 I I 1 I K TYP I SIMPSON LSTA21 OVER I , < 5/16 / __ FIRST 6 JOISTS FROM WALL r / I I . TYP 1/4 V I 1 �. a i — U• /--- 8" CMU WALL W •-- iti• TYP , I Iilmh PL 7/8" X 6 7/8" X 1.-2" 0 6 3/4" GLB 1 1/2" 4� 1 ...._____ '1 71 ,---- - SIMPSON PAT 18 0 4'-0" 1/41/ I 1 PI, 7/8" X 8 7/8" X 1'-2` 0 8 3/4` CLB �, i . ,... ,\)71-7-47"- .7"-- - \ I 1 /i GROUT SOUD AROUND SIMPSON ANCHOR `� PLYWOOD SHEATHINGACi GLUCAN BEAM--SLOPE SEAT AS PLOD --=-7----= M� NW OP '�., OR SHIM TO ASSURE FULL AND FIRM ti -- - 'k` t" ;i_il At l AKC uND �ij _ ry BEARING 0 BEAM SEAT WALL BEYOND r/i �� 1 1/2" I ---- 1 1/2" VERTICAL SLOTTED HOLE `�`� BEAM SPLICE WHERE OCCURS 1 SIMPSON HGLB �\ 1 '!� �� P + i + -- PL 3/4" X 12" X 10" W/ (2) 3/4" DIA BOLTS - \ (2) #5 IN CONT. 8' DEEP SOLID GROUTED _ }� L 1/4" X l'-2" X 8" W/(4) ,., ♦ + I. /�----.- 1" DPYPACK \ BOND BEAM AT FLOOR LINE11.1 G� '�l / 3/4" DIA M B. -- --- I TYP 11. '-'-. W ,. 5 16 PL 5/16" X 8" X GLUCAN DEPTH -- i�r ' \� e WOOD LEDGER �' O MINUS 1/2" ;2) 3/4" DU M B I \ �- 1♦ ♦ 1 (2) { 5x4'-Q" LONG IN SOLID i �� - ------ PL 7/8" X 6 7/8" X 8" _ GROUTED BOO REAM--CENTER � J _ \ X6OOD BLOCKING IN (7) SPACE` «y UNDER BEAM E'EARiNG FROMC.M.U.CWALL VI 1 I 1 �jc__ _ - TRUSS JOIST , " � 1 I ``�-�-__ ` 1 GLULAM BEAMS 1'-4• W 1/4i74� I I -� STEEL COLI'MN Lod Z tr STEEL COLUMN it V' _ O 1 (/1) < 2 w 2 s TYPICAL INTERIOR COLUMN CAP a BEAM @ TUBE COLUMN (CONY" TO ROOF) gal BEAM @ MASONRY WALL _ <IC IvaO.0 3/4" - 1' -Q- _ __-- 8 WOOD JOISTS @CMU WALL (NON(NONBEARING) ^t 06180-02 •1 1 " = -0" 06180-06 Mr 1 = rt ` v= I 10 < _ N C) < Cl GRID 1 /2" MAX. OF BEARING PLATE AND --�" OF COLUMN • r- - rw------ Clo WOOD BEAM . I ,� — — - OF COLUMN ` L. / DRAWN tar• KAS IcHtc GML L. II I SPLICE WHERE OCCURS I \ , �� WOOD BEAM PLYWOOD SHEATHING - . - �'�- — -- 8" CMU WALL l 1 1/2" , .... /� 1 t / IT, �� PLATE 1/4" X 7 1/2" X 11" EACH �- GLt1LAM BEAM �� t �� +'--r- SIMPSON PAI 23 0 4'--0" f'/ , ' �.- �/ SIDE OF BEAM -- (2) Zl4" D!� M.B. �,,' �, t!�' �, C li I kr 41: PLATE 1 .•►� <TYP. �7�NAEl � �� I GROUT SOLID AROUND SIMPSON ANCHOR + ► + I /4" X 7 1/2" X 1 1" EACH l Y + : 1,4 .rti In SIDE OF BEAM -- (2) 3/4" DIA M B. V-1:- V1/4 • EACH SIDE. ' _ 4 :10 — r' 1 ~' t-. -- 1 ,� WALL BEYOND t xPtR •� ��"�- ISSUED DATE a-- • 1 �� ~e PLATE 3/4" X 10" X 11" W/ (4) 1'".. . PLATE 3/4" X 10" X sr-iii/ (4) <�� ' • ' 1..../4:.... 1 1/ " TYP. i BLDG. PMT. 1 r TYP \ j �'� 3/4" DIA X 9" LONG ANCHORS t, �, 3/4" DIA. ANCHORS 1 �+ 4.t ---- (2j /5"1N CONT P' DEEP SOLID GROUTED 1/4 V 'hi FROM CORNERS OF PLATE IYP. - i 02/09/98 � I _ 1 /'1 CITY COM.: 03/11/98 BEAM AT FLOOR LINE r 1 f2" '1 2 t 4- t BOND XX Qp 13'9[2), E r - �` BOLtS �0�0 C WITH .}/4" DIA. ANCHOR ( ( "' ;n - N r —'SIMPSON U210 JOIST HANGER • \\\ - 1" t DRYPACK J 3 TIES 1N IOP 5" OF COLUMN �F PLATE 3/4" X 9" X 11" W/ (2) `/ O L 3/4 DU. X 9" LDNG ANCHORS TMp ' O 6" GAGE Ly JOISTwaoo �,`_ (3) TIES IN TOP 5" OF COLUMN ------- 1" >t DRYPACK 1/4V 1 MASONRY COLUMN -- GROUT MASONRY COLUMN -- GROUT - 1" ± DRYPACK DRAWING TITLE _ SOLID to 2ND FLOOR 1 -4" 1 4" -- (2) /5x4'-0" LOW. IN SOLID FRAMING DE „it_ "la ..... _ GROUTED BOND BEAMCENTER _..4 UNDER BEAM BEAR1 JG • ,..is ----1-+----- — CMU WALL. S 5 • 0 ► 6reOOD JOIST @ CMU WALL BEAM @ MASOI RY COLUNIN•�ELEVATION) -- BEAM @ MASC Y COLUMN THIIP,rri-000/0 , ,.. 0" - �"9EC K 12 BEAM @MASONRY WALL I2(i 4o SW MAIN $3'REF.: _ 1 1" 1'-0" - -- -- 2 _..___ __ JOS NO. 97125.01 If this notice appears clearer than the JUN 0 1 2000 document, the document is of marginal quality. IlllciulilMed IIiIIIIIIII IIIIIIIiI!II i IIIIIIIliI111(1i1'11j1TIIIIIIII IIIIilii1Ii11 I ITL; !, ;III ! !III . ,IIIII ! ! 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HANGER BY TRUSS JOIST 0 -~DOUBLE 2x6 TOP PLATE - RUIN ------- WOOD LEDGER MANUFACTURER HEIGHT CONTINUOUS BETWEEN FULL _ r __ �_ � — 2x6 BLOCKING 0 4.-0" O.C. Z C1],}* -- \ FIRST 6 JOIST SPACES FROM WALL --- WEB STIFFENER BY TRESS JOIST SIMPSON F26 EACH END. MANUFACTURER S - HANGER AND TIFFENERS TBY MANUFACTURER WEB — - `'- TRUSS JOIST - HANGER AND TRUSS JOIST Q STIFFENERS BY MANUFACTURER _As._ -- TRUSS JOIST - HANGER AND 2.-0" —..,k______ STIFFENERS BY MANUFACTURER ----- _ _----k - ___—_.k__________ - _or TRUSS JOIST @ WOOD STUD WALL 2 TRUSS JOIST @WOOD STUD WALL-PARAPETr_p_ TRUSS JOIST�. , • . @WOOD STUD WALLD 1 0 06192-15 85. 1" = 1.--u" 4 PARAPET @CMU WALL Oh192-16 �. 1" - 1 ' - 0" 06192-24 a) , ... INTERIOR -----* - _ EXTERIOR INTERIOR ---'--v EXTERIOR .----- - PiYWOOD SHEATHING WITH 8d 0 6 O.C. AT PANEL EDGES. 8d 0 --- PLYWOOD SHEATHING WITH 8d 0 4" 0 C. 12" O.C. IN PLYWOOD FIELD AT PANEL EDGES 8d 0 12" O.C. IN NOTE WOOD STUDS PLYWOOD FIELD TO BE D.F. #1 V PLYWOOD SHEATHING NOTE: WOOD STUDS ------- PLYWOOD SHEATHING TO BE D.F. #1 - �--� / - --- 2 x 6 BOTTOM PLATE !I\ --- 2 x 6 BOTTOM PLATE WITH 1/4" X 4" - ROOF SYSTEM 7 , ... WITH 1 4" X1.4" SONG LAG SCREWS AT 0 O C LONG LAG SCREWS AT 1'-0" O.0 -- GLUCAN BEAM -- WOOD BEAM Araki! -_- I _- ��r + + + IX -r !f y F----��- CENTERLINE OF COLUMN NOTE SEE ROOF PLAN FOR `-, + i + �� BEAM SLOPES y 1101 r . 'CL --..,.....,, 1 N ! �� 1 -- 17 \ _ _ - --- + + + LTJ \:::::: ---- ",� Ld --- DOUBLE 2 x 6 TOP PLATE _ - - T `1 I • PLATE 1/4" x 8" x 0'- t 1" EACH SIDE OF BM A/ / (2) 5/8" THRU BOLTS Li. Z -" — PLYWOOD SHEATHING-SEE SECOND - SIMPSON HINGE CONNECTOR. DAP � f O FLOOR FRAMING FOR NAILING r TOP OF BEAM FOR FLUSH TOP ,� � �-- PLATE 7/8" x 6 7/8" x 0'-1 1' O 6 3/4" GLE3 ::::: N ' -„, Ns... -- I OF BEAM SURFACE 1 4 WOOD STUD SHEAR WALL -- W000 BEAM I PLATE 7/8" x 8 7/8` x C-11" O 8 3/4" GLB 2X6 0 2'-0` 0 C. TRUSS JOIST - HANGER ANDr \. I�-- STEEL COLUMN W ! STIFFENERS BY MANUFACTURER TRUSS JOIST - HANGER AND GLUCAN BEAM 1/4 V I ( ^ ILI �� STIFFENERS BY MANUFACTURER I PLYWOOD SHEATHING WEHRE OCCURS-- V) 2 _ O SEE SECOND FLOOR FRAMING PLAN FOR NAILING w - 4Q ( 5- TRUSS JOIST @WOOD STUD WALL rii'\ TRUSS JOIST @WOOD BEAM ri0 GLUCAN BEAM HNCaE CONfVECTION 8 BEAM AT COLUMN -- END BEARNVG (h S5. 1" = 1'-0" N 1 in Q — 06180-08 85. t" _ � '- �;�' 06180-4A N G. , ,......--" -+ PLYWOOD SHEATHING _ ti — 2X BLOCKING BETWEEN JOISTS —_ PLYWOOD SHEATHING AT SIM, -- 3/16 --------- (2) #5 X 4'-O" LONG--3 1/2" GAGE .DRAWN ' KAS SEE SECOND FLOOR FRAMING PIAN THRU HOLES IN LEDGE ANGLE DRAWcEp \----r-V\-- y GML� - PLYWOOD SHEATHING - ` ;;r// I P YWOOD SHEATHING--FOR NAILING-- SEE AILING-- +___� 0. F� S E SECOND FLOOR FRAMING PLAN >1/4 TYP D SOLID GROUTED MASONRY COLUMN 2X BLOCKING BETWEEN JOISTS BEARING � � •la,ae>' � � --. 2X6 O 2'-0" O.C. WOOD STUD — PLYWOOD SHEATHING ,� .,----- , IZ SHEAR WALL. `' ali�y+ .� �� 2X6 BOTTOM PLATE WIT H 16d - I :relc:::::73 roa ``'� "�-_-- ANGLE 8"X6"X3/4" (LCV) �....�.� ti, � � -O 12" 0C. triON INXMEL 1111E Zli• _ _ __' '�� ____ WEB STIFFENER BY TRUSS JOIST - 6_ L. ., T MANUFACTURER * _ It .`'!- '� '/�' I PT 4 x 8 TOP PLATE Wl 3/4" DIA.ANCHOR BOLTS O 2'-8 O.0 _ _� N�'� 1 COUNTERSINK BOLTS 1" IAA)( \ / � - - ' _' � � PMT. ' 1 \----71-- I _ " �` N — SIMPSON H3 02 09 98 -- (2) �5 IN CONT 8' DEEP SOLID �' II A CITY '` • li GROUTED BOND BEAU • -�-- ~�� .� ii ;,1 %A.. ,..",,,..,. .�` COM.: 03/1 1/98 4 NOTE WOOD STUDS _—-- lig __ ,, _,k_ \� TO BE D.F /1 ; -- -- — __ I » GLULAM BEAM V(11 --------- TRUSS JOIST .� tn + r,, WOOD JOIST AT L R CONTINUES AT SIM �- HANGER BY TRUSS JOIST --'- BEAM BUCKET--SEE 6/S5 0 _----- _---- -- WOOD JOIST ._ 8" CMU WALL - - ...._......___)\_ MANUFACTURER ` cpAWINc TI-E -�- w - -------.---- ---- --- GI.UL BEAM R ------- GLULAM BEAM r r- L_ S 5 1 . I a WOOD STIJDShAR WALL to TRUSS JOIST @ WOOD BEAM tt Gl•ULAM CONNE TION @ ` C COLU�VIV 12 WOOD JOISTS AT GLULAM BEAM HI II'98-t1110'�0 1» i'—o" ‘4)6.y ,. . ,....0- _ 12540 SW MAIN STKLI:ICIF 7 —— JO. NO: 97125.01 ------- 1)(i 5 of 22 If this notice appears clearer than the JUN 0 2 2000 ddcontent, the document is of marginal quality. 1111C1'O�I�Illt'C� . �1I11(!111►I! !I!1!IIIIIII! i I1I1I1I1I;I1I I Illj! liI!II�I�i IIlliliilii !'ilri'I! ' ; �' i;c. `:� illj:jl i1� I I�i � � i I i � ! ! I A IUpI II Mat I1CHM I ( ( I 1 ( ! i I l�li(iliil,l I Ijljl� lji! I!I I! jl! i 111M1 III II11 , u1 111 I 111 ii 1 1 11, u li—� 11 I u ,11 I11 1 1 1 1{1111 Ilr 11 1 1rt1111117r11101IIIIII-IIIIIIIiI9-11111:1:'%111SHi►1�III1IIII1IIllllillll�!!I1!III1�II,,,{III�IIII�[IIIIL. .,IIII,,,I IIN..,,f�l:If�':I! .L.'.III{1 ..�ifi.,11!.�:Ill�ii.:.1lllf!i :IIII.'� :i1l!I!{! li�:lII11!lliillli;..11llll.,,I!�II,{I+,IIIH. 1lllliiiiiifil�i;;�lll,,:,�1I{ill,,,..,lllll„l 1,11111 � • J T ; • 0 ____________ _ { ..• . ,- -"---\\-- o1 . Le: n %....„,I « • ---/ EADER---SEE PLANS FOR SIZE _ D --- (12) 16d NAILS CACH SIDE -` 4 — t --- 16d NAILS AT 12" 0 C. OF SPLICE- TYP. j < r`a° / 1DaNID AT BUILT-UP HEADERS--STAGGER 16d NAILS !i1 12" O C.---TYP. - ID � NN �i-- (2) 2X STUD CONTINUOUS TO TOP PLATE 1/2" ON. BOLTS (MIN.) O 24" O.0 O N N — AT OPENINGS LESS THAN 8'-0"-- (6) 16d NAILS EACH SIDE STAGGERED COUNTERSINK .� n _ 1 3 2 X STUDS AT OPENINGS OF SPLICE- -TYP AS REQUIRED--1/2" MAX (' PLYWOOD SHEATHING ul • 0 • GREATER THAN 8.-0" G 0 --- (2) 2X 12 AND LARGER -- 2X BLOCKING WITH 0 I- o .� x II — NoWt DOUBLE 2X TOP PLATES --� SHAPED TOP iV ,/- OR BUILT-UP UNITS OF THREE \ .!: ' �`'�., to IL --- SIMPSON H3 EACH SIDE (2 TOTAL) OR MORE MEMBERS o u ',...i- ! .."41*"‘"%%......... — �11M��1•��11��11��1•11� "'01./��■�11�� 44n. ay -- ttt•�arif 6" (2) 2X 10 AND SMALLER - - 16d NAILS AT 12" OC SIAGGEREO--TYP USF 16d SPIKES 0 12' OC ; . (1.•D . ► -�r'1 � 1111111111111111111111HDL STAGGERED ( (2) 2 x 6 WOOD TOP PLATES 11 WOOD STUD WALL--CENTER STUD:. Z , , ►' r----- (2) 2 x STUDS AT OPENINGS ___ 6.-0" MIN. UNDER TRUJS BE-R-ING ''.4-�� LESS THAN 8'-0' - ____._� ` �...o (3) 2 x STUDS AT OPENINGS / _ ,� ��- WALL SHEATHING - - 1 1 GREATER THAN 8'-0" ---------- SIMPSON A35-- - BEND ONE LEG VERTICAL Q t ----±1-1-- N- --- 16d SPIKE (MINIMUM) ....J ...,... .. c t WOOD STUD WALL HEADER - TYP. DETAL 2 DOUBLE 2X TOP PLATE SPLICE BULL UP WOOD MEMBERSD 4 PREFAB. WOOD TRUSS @STUD WALL ,' .. ti" 06100-01 06100-02 t" . 1'--0" 06100-03 06192-01 I~- CO DOUBLE TOP PLATE _--- PROVIDE ADDITIONAL ,.� ' STUDS AT JAMBS ...J �. TG COVER HEADS SIMPSON CMST12 STRAP SIMPSON CMST12 STRAP 1OF HOEDOWN BOLTS H 4 PLYWOOD SHEATHING PLYW000 SHEATHING 4x6 AT END �� 45- ti. "ti. " a�' ; OF PANEL i- SIMPSON HOEDOWNH SEE PLANS LI — - I - ,; r _ _ NOTE. BEAM BEYOND NOT '''--4I - .por ins �.'s ` mom,:;Wail ---nMig, t.�.�:..�.P.r... ar •- _..:.2Z - Y • 1..-r"- r., , a SHOWN FOR CLARITY __ I W _ ___ __� - • -�` ' __ 1 1 P.T.PTa WOOD i________; I TOP PLATE W/ -_0i 3/4" DIA ANCHORS 0C I 45" TYP. _7. I I 2'-8' 0 C 0' EACH sloe j <-_,,! C SIMPSON CMST 12 > t-- L. • .� STRAP �r"�/.wwwwr'raumom t _"sss!sq— wrr e- !iiiri r`4W- IMIPA ' AZ II L_____:_ I1 r IP I ,'- ; ; N 7 REINFORCING BAR 1,11 `i II I THREADED AT TOP W �__�_�---�..__ _�.. _____._— -- -__.___ ' �,�',' •. FOR NUT. EXTEND ,..„..,,,./ " 4'-0" INTO CMU WALL �/ 1-\\\ SIMPSON H3--EACH t ; ....a. H\ SIDE OF BEAM �1 . ? '�� l� t.J _ '� GLUCAN BEAM , L/ .` 4X6 WOOD POST I 1 GLUCAN BEAM l� Z Ind V�-- SIMPSON HW HANGER �\ N� DRAG STRUT "-EXTEND PLYWOOD SHEAR WALL SHEATHING - - Q O H TO HIS POINT- -PURR OUT FACE OF " GLUCAN BEAM t HANGSSIMPSON HUCTF I V) 2 DRAG STRUT BEAM TO RELIEVE SHEATHING ! I I \ HANGER A i i 1 .l_....1.....-- CMU WALL < 0 Q 4_g_l_A_JLAM BEAM DRAG STRUT ‘65,.. GLUCAN BEAM DRAG STRUT DRAG STRUT @CMU WALL T 0 Q — Cl..MASONRY LINTEL T.O. PARAPET, r F'' OVER OPENING - - -- — SEE 4/S4 01 L .....„.......---- CENTER STUDS UNDER D DRAwti BY; KAS ROOF JOISTS L . ... . . - (2) /5 BARS AT TOP = I — '— ►-- ! COU SE EXTEND r--- '` HE-.9.k4 . l�•.r� - - I 2'-0" INTO WALL WOOD LINTEL - n1 ,� BEYOND -f'` SEE 1/S5.2 �► t " << , I i „ 2x6 BLOCKING AT NOCK OUT PANEL -- "� - .r �— LOCATION OF CONT I �� ty ��1 —4 ��'� HOHEAD ANDTR ILL oRrrx� BREAK COURSING AT / -- �'�, ♦r 11 `O+ ,� - `��, FUTURE OPENING. ==a .,c___:___'_____ j = _ OF OPENINGS PROVIDE 15 BUILDING 4t441.0* �,.- PI nER AROUND EDGES '` - �' SIMPSON CS 16 STRAP -- 5 VERTICAL BAR CONT ABOVE AND � !�.�$.�.f 1 _. - '- B RROUND OPENING TYP _�_ <. OPENINGELOWWINDEXTEND J------.4" � QF KNOCK EACH EDGE 4'-O" PAST FACE OF SSUED DATE _ NORTHMOST AND BLDG. PMT. C OUTPANEL _ 02/09/9A LAP WITH DOWELS _ 3 - �_ _��- `� SOUTHMOSTNOPENINGS �� A CITY COM • 03/ 1 1/9b < i' FROM FOUNDATION ��' 1 ' .✓ fOP GLULA TOP OF CONRFTE -----_ _ _.___ - ______ _, /r BEAM OF BEYOND M FOUNDATION `, I I I C. y-. SECOND FIN. FLR DRAWING TITLE: L... 1 / NOTE: �, DETAILS s � .. ._.. / _ .__� AT VERTICAL PANEL JOINTS W/ MULTIPLE J"- i - _._ .__... _.._ _ ._ --. STUDS LAM TOGETHER : STUD� W 16d 1 �" 06" 0. . 2 s 5 OUT PANEL 10 TYP. SHEAR WALL ELEV. AT E. W. & S. WALLS p , 09.LCNOCK 1/2" - 1'-0' , 64(1/ Iii I��,tl-ul►u�I► 6 3/8" - 1'--0" I'S4t1�iWMAIN S1ft1Ifar I hof 22 ________._.—r _—._—. _._ �.`_ — ' • NO 971 --- 25.01__ — — roe �� _ L--. If this notice appears clearer than the JUN 0 2 2000 document, the document is of marginal qualil�. micro!11111CLI . 01171111111111! T ! I Ilylilil;lilll:llldililililiIiiIIIIIIi!111111 IIIIIIIIIIIIi 1114!hilt! Iq`a I Ar INEi Iit 1I1I Ii �t1 , � 1a I1liIIIIIIIIIlI !11lIIIIIIIJIIIII! !HlIIIIjf!I!! � !!Itll�l!l,llliII! IIll11111 ' II!i1iiII - liii! li lilll!i!i111i !II!.! IItlli!!!!iiii iii �ihi !:, 11! '1�:11!1 !!!. !IltiT!IIf1!!!111 :1:{IIlii,!; 111I1M111 111f11I111111111111IIII • i i I t i 12540 MAIN STREET 2 OF 4 BUP 98-000/0 •' w '. 0 U et d a i,„ z 1 ' „,,o L s• PHASE II ...... !RETAIL BUILDING ` / NinO • ', QO((V� Q - L NN '1 OZ ,rj M1 Q ____ ------ pG ,,�r1 `' TIGARD , .,_OREGON NOJX DOLAN & .L.C. CO.,� OWNER • I . 1919 N.W. 19TH AVE. PORTLAND O R 97209 - 1735 `.,J I ' ''ITELEPHONE: 503- 225- 9009 -• Z • • U FAX: 503-221 - 1962 •a a_ GRIGSBYTR T C©Ns Uc IONJ CONTRACTOR 8114 S.W. NIMBUS D UJ i BEAVERTON, OR 97008 • CC. TELEPHONE: 503- 641 - 7343 CO FAX: 503--643--7916 • COMMERCIAL INDUSTRIAL DESIGN ARCHITECTURE, P.C. ARCHITECT w 5200 SW MACADAM AVE. , SUITE 420 < H PORTLAND, OREGON 97219 — TELEPHONE: 503-226- 1285 I I FAX: 503-226- 1670 11.1.1 I-- ChW U W CIDA INCE c ENGINEER 1 - 5200 SW MACADAM AVE. , SUI i E 420 \ I . PORTLAND, OREGON 97219 Z Z Z TELEPHONE: 503-226- 1285 — 0 r. FAX: 503-226- 1670 Q /AN U W — M i , ! LEGAL DESCRIPTION 1 r n I"' ' .v; - - _ \ \YASHIMfiii sower S11- ocu J' sT W lN i �/TAX LOT: 700 t•(� ' a° o "i- 2 ..� 'ri O sw I , r j N TAX MAP: 21 -2--AC 4'• .•• 4.'1, R ` /, �' ; ir V) I j CL II:; ,. 3.5 VS141 OW �' OAK sT 31 ... ' Sw - $ w Ci) ! ! I z ZONING CODE INFORMATION ,0° se 'M;:MI �. i� sw < 0 ° : . pjj a • _ _ Q Q N J L. o PLANNING DISTRICT: CBD (CENTRAL BUSINESS DISTRICT) " . a ..!1.a��1.1 J Sr /� \ S`!1 NOM T 1 in 4 :J. rCO I O Ze J pj. 8 vi "ASA - �I w.C TA T f ,ur 5M ST • v) 2 N 0114C (r) V1 O 4 �. I lu 4.l I u)n,► • "'� ■ ' a I� o � o � Q al P $ NI Q �, z �' o j BUILDING CODE* INFORMATION W �r 4 kil �"' . ULI , cn c�� zTd o < N Z'aOOQOZ A8 d � Ail: �_ v) a a o z I Tt Ro� s aF I �� 1 v `J " C- C7ltil;C7') J g "' = o oited ' �C'E1VE� sw �Evls s� : -' ',' �, L1Cl=c� W �c-' n c3 O F G ce +••• ' STATE OF OREGON 1990 EDITION "STRUCTURAL SPECIALTY CODE' , R" S �" a Tom, sr \�Q-� rJ o z o z BASED ON UNIFORM BUILDING CODE (UBC) 1988 EDITION IAIRD::. aIRT r1 �' DRAWN BY: SC/RBWW W �J aO Z O Z O w 1 'itc, . _ _� W �- O J �••- _ J o o a a U Z 0 O MAY 2 `�� / sr 4 ' CHECKED BY: LW 8 o W o w o 0 4 _ T ► AooW si ��, 5` �,� �•, Cr N ` U J QXnQO41 FW lurn551»t rf .5 + 4 lcn w m 3 o N cr .� v) cn +. rn ►- SEISMIC ZONE 26 (1991 CLASSIFICATION) �Nlf1 OEV(.L01'MEN� -3s•S_. -_ I• II ,- i << a i - +` , I 414 �� 41, 91 J T0 -- 0000 -- 00 • - o ° 00000 .- 04 ��MM Ito : _sau oK ,r`� � $ m s • O j o xo .- (Ni r-i •r'Tri ui ry r I; ca I c-vri .rTrio yi11 ` 1s' ��' �� dy KNs1o-- 0 ,V) Q < < < < < < < < < < < ! (n v) vT rn v, vi v) v) PHASE II RETAIIL BUILDING •.xl.. ., ��,a 4• "r�,, '� � .,� 4, ,'ys �: c r ` tnz —J • QF ,` • Avr\A�� 4�' v '� ,C Kiwis, J� I '\� sr 2 + F-- , or,„. I I I G,� /. DEQ. �� 4.1 4 1h* ams ' P ® 1.,,. • ` •• ___ 7, �� _ -, _ OCCUPANCY CLASSIFICATION: B-2 (RETAIL, OFFICE) '--•,.•\\ • -1— '�� , ?a .0- i A ►u fR ` 1 _02/09/98 BLDG.RMT • % • •• •• •• •• •• •• I % • • •• • • • • -7 ..\ - , Sy 1 sr 1511 59TH cu . Jo z //• 4_. �////� _ % a�• d �,� c _ WTK,MS 4 7 ,..„T.ue ti 2 03/11/98 cITY coM % • % % • • • • • • • • % • • • • • • • U 0 Ski 4 r:• • �. � �. _ CONSTRUCTION TYPE:V-N }f ,►`>�` d� •'�� 303/27/98 CITY.COM. • • • • • • • • • Cdr �,�'J c�; , a� ,� �►,� - . OF Cj AV 4 09/22/98 GENERAL REVISION Y •• % % • • • • • • "I: • • • • • • • • • '�O V /4 V ,� •, t1!' �' ,/' �/� + r BASIC ALLOWABLE AREA (PER TABLE 5-C AND 505.6): 16,000 SF EX" �, /..l ` ' `,,,,, r ��, � ,,�. F 5 5/21/99 REVISION_? ' ', r �/ ry/ • • • • • • • • 1 • • • p ry. '� ISSUED DATE ��' INCREASED ALLOWABLE AREA (506.A.1 : SEPARATION TWO SIDES) 24,000 SF t) J �,� 1� _ i - j� / r _ _ y�y �'0 a f 1 BLDG. PMT.: 02/09/98 � �� / A CITY COM.:03/1 1/98 �� PROPOSED AREA: �, l.n'` ti ' _ �/� �� FIRST FLOOR (RETAIL) 5,'900 SF �r r✓` ISH A CITY - j/ / _ + 1 SECOND FLOOR (OFFICE): 7,700 SF l„/��J f�~ ` VICINITY MAP A GENERAL R 3/27/98 < -- _ �. % / //. /� C 1 E L EV. 9/2 ./9 • /,; } �/ � �/ TOTAL: 13,500 SF r�""r� V T1 NO SCALE © REVISION_5: 5/21/99 ,� ' J_ � / /' A REVISION_?: 5/21/99 U _ %/, %/ %// %' _ ALLOWABLE HEIGHT: 2 STORIES, 40' ',t WA ff %/ L % - PROPOSED HEIGHT: 37'-4” % r / ' , 11111" — c1111111 LS- DRAWING TITI F •;+ --, __. �� -- �/ - -- . + 7 ■----,—r--- ■ TITLE SHEET gni mi 1 . % • All Wf 1 i 4 T 1 , z , ___ . . _____,.._ , .• /A ' 7 All V I V L., a ' IMP 911-000/1) • I 12540 SW MAIN 11111 I 1 PG - r U 7 of 22 JOB NO: 97125.01 _ _ -_ — If this notice appears clearer iiian the JUN 0 2 2000 ` document, the document is of marginal quality. mlcrI II i I illed ,(11(1111111 1111111111111 i 1111111111111 ilifillii1111111 111111 ,111111 I i1i1ril1 ..iil,I I '111Ilili;l ! ' ! lll :lllilill i ilililillllil I !lilili�lli1111 111111 1111111 Ilil!l ,i , , . INCH NM III MINA 1 1 _ r SH ( II IIIIII IIII 1111.11 III II!!,_ u A n 11-1T– , ![ It - e �- "p n ! iil d Iljl thituoilll!I.IIIIIINI.I ll1!!I NIII'illill!!I101 I011111!!(I!1111IIlil!!111!li!i!lIIi1►I��iillllli{Illli!Illllliiiiiii!i!!Illi!!!!1! tio!!!!iiit tllioiiiaiiii: 111;:""i11:10!!,!11111'!;!I�III!!I� 1;111:;IIIA;;:;Otl!I!I!I!111i11111' lin • 1- 1 k S.W. MAIN STREET N 5704'28' E 473.60' (� W j 40.75' 100 26.63' 30' 8' 120' 30' 41 30' 30' <7.-.,) 3 �6) <pry6 TELEPHONE - EASEMENT1 , _ _ r L ryn r%, N 4 8`E 325.13• ' _` - r-- j 6 _ _ _ _ _ _____\ \ • ,elA,,. .-,.-.I ;:-. '. ....r.-'.r1 ... :- 4- .. , .• i. ..., .; :. .i-•, ., • ;•. Alt Ipi,... '. " I 'i - • SIGN BY" ; * ; :1; T • • , ..) y • t , nQW4 Z Ty WOODEN •• i -j+ . ..� I (..!.._ •di. O 7 20 1BENCH TO91 2 � � 1 ANIMMINIIIP �` BE RELOCATED (-1-1>------ -� 1 4r•, , , 1RETAIL BUILDING 4 $ c4p, fr..., PHASE 2 U • a .� , I . 5800 SF © FIRST FLOOR m �;. .\4.8' . IN a FF - 152 . 40 I p: • \ in _ us DS A- BOY BUILDING 8-> '� r� N I• - � 1, 7 , , • - • 1t , • v' , 27 I • 1 • 4:ti, , ,ate ' •• ��/hlh/ha PHASE 1 0 b- Y : '`_ ,t�. . �.��.,�./ N 1 .,.,, 16,995 SF ..._. . '" �Ili . �� /�► �,,- 7 <', PZ FF= 152. 50 °Sr `� . N it, 40 CD ' t 9 • \ Li ►'y .1.1:i..... p. 8, 25'&".9 5. 17 9' 8' 9'A y' 10 t NN .4 it:`'i 4 O •/0 cif.,` 4.38' U.. tt f r c. \ D iir //44/ / %rrl C.'01 1 -10' 1 33' CO/ 1' 0 0P*744J-a7g,"gi: •\*-4 h-. $ ,\1 -,.G. 1 1,ir,' 1.10c1„:,. \ 1 `-,12 -o-_R.7--=1_ • Pr4 6 A/. 031\‘ 4%. , ,Air . 4i...f 4,4..: ..A . - ••_.-3' r k fri coirWZ1 Li (I) , i\ \ * 22 ' 14 5 Y-- - _ ' it 11111 h �. ... 00/10.......1.1..M. 11\ „, - - ® 156.92 ____------- 1 ,_ / , _................. / ., __ 'p t O u 0/10P/e/400 `I1 ,Y 49.28.38" Em ►�J, a \ , N -�-r"r64 ,� il,. --------- 1 TOi. \ in • n. .,91, 00 le .4 e I (--4 r ,___ BICYCLE PATH o? N ; -' 4 / W 3 EASEMENT 13 \ \ co i!71' �a ° N Et `-'- \.. t 7S)Q�g \_(.1,, ' Ni u: 1 ; , .. 3 . . _ • • I CP4. � • \ � �/ ply ' 1 ttii441111ft a+ , ,, �� O 0 / o- o _t_ y 2 A �+ H - tn1 t .. . , r \1;_,, o. 1otGRrENWAY �� ' IZ Z z SB MENT - ‘ ( i-_'7 ! i 1 1at LA }c0 fp 0-7 23 0 W(22)---....., 0\ '`' K.) - 1 >1... 1 ....-. 0 s) 28.................................. i 0 („f) 0 S 6 `i4.0p O :ICA- _______:__________f fW 3.32 j1 1 4 0 .._-1:17.___________ 6.3'1 t2 m Ui QIN�n ln Q7 SPACESp9' 6 S (\1 r^ 3 X43 + 1 �! V NORTH -`'` 9 �"' _ E- i __9 SPACES p g. _ SITE PLAN `'```- - �, 81' _ 0 --45- 5o4- •-1Y SCALE r •• 20' 1._ -____14_39.:§..§, U►tAW., BY OLE �- CHECKED BY! KJK ��pPROF �G1Nt+`Sf/a Li DESCTION OF PHASING KEYNOTES �.�� LEGENDt c.T-, c4t -1. qR� KOR�G Z 1 EXTRUDED CONCRETE CURB. SEE DETAIL 1/S05. 10. CONSTRUCT WHEELCHAIR RAMP SEf DE I/SUS. 21 PROTECT EXISTING CATCH BASIN. REFER TO PUBLIC a • THESE CONSTRUCTION DRAWINGS ARE. FOR PHASE ONE AND PHASE TWO WORK. b HC HANDICAP PARKING STALL C COMPACT PARKING STAT I EXPIRES: 6j30f9s iii SEPERATE PERMITS FOR EACH BUILDING WILL BE OBTAINED. IMPROVEMENTS PLAN. ~ eri "' 2 GENERAL LIMIT OF PHASE ONE WORK. 11. BICYCLE PARKING CONCRETE PAD WI1H •CYCLOOPS• RACK ISSUED DATE 7 SPACES (TOTAL_ REQUIRED FOR PHASE ONE AND TWO) 22. TWO-HEAD LIGHT FIXTURE ON 25' POLE (PHASE ONE) MANHOLE +~t LIGHT POLE • PHASE ONE CONSISTS OF DEMOLISHING THE WEST WING OF THE EXISTING BUIL DING, PERMIT SET: i,,, ' 3 CONSTRUCT CITY OF TIGARD COMMERCIAL. DRIVEWAY. SAWCUT MINIMUM OF 2' FROM SEE DETAIL. 8/SD6. ' CONSTRUCTION OF THE WESTERN BUIL DING, SITE UTILITIES, GRADING, PAVING, AND A FACE OF CURB. REPLACE. ASPHALT AND BASE ROCK TO MATCH EXISTING SECTION. • FIRE HYDRANT E KF 2/9/98 2.3 ONE- HEAD LIGHT FIXTURE ON 25' POLE (PHASE TWO) 3AC LOW PREVENTER i PARKING LOT IN THE SOUTHEAST PORTION OF THE SITE, ADJACENT TO BURNHAM ROAD. SEE DETAIL 4/SD5 FOR COMMERCIAL DRIVEWAY AND 3/SD5 FOR PAVEMENT DIG OUT 12. AUTOMOBILE PAVING AREA. SEE SPECIFICATIONS FOR SECTION 3/3 98 • AND REPAIR. REFER TO PUBLIC IMPROVEMENTS PLAN. 24. TRUCK PAVING AREA. SEE SPECIFICATIONS FOR SECTION. I ' CATCH BASIN n REVISED: 3/9/98 PHASE TWO CONSISTS OF DEMOLISHING THE REMAINDER OF THE EXISTING BUILDING, 13. EXISTING LIGHT POLE TO BE REMOVED. n REVISED:CO,Q 3/25/98 CONSTRUCTION OF THE EASTERN BUILDING, AND COMPLETION OF THE SITE UTILITIES, 4. EXISTING BUILDING TO BE DEMOLISHED DURING PHASE ONE WORK. 25. LOADING AREA WITH SIGN. SEE DETAIL. 8/S05. CLEAN OUT GRADING, AND PAVING OF THE PARKING AREA. 14 EXISTING CONCRETE PAD TO BE REMOVED. NOTES 5. EXISTING BUIL DING TO BE DFMOI_ISHED DURING PHASE TWO WORK. 26. INSTALL 4'X4' TREE WELL. SEE DE-TAIL 1/SD6tri'. ...--- 0 DRIVE-IN DOOR 15. EXISTING FENCE TO BE REMOVED. OSS ii ft GEKERAL 6. CONSTRUCT CURB AND SIDEWALK. SEE DETAIL 2/505. 27. PEDESTRIAN CROSSWALK. DOWNSPOUT • 16. EXISTING SIGN t0 BE REMOVED. DRAWING TITHE CONTRACTOR SHALL. VERIFY AND CONFIRM EXISTING CONDITIONS 7 REMOVE EXISTING DRIVE WAY. SAW CUT MINIMUM OF 2' FROM FACE OF CURB. WATER METER SITE PLAN 28. 10' X 10' TRASH ENCLOSURE. SEE DETAIL 11/S05. fro SHOWN OR IMPLIED ON DRAWINGS PRIOR TO START OF CONSTRUCT STANDARD CITY OF TIGARD CURB AND SIDEWALK WITH STREET TREE. WELLS. 17. EXISTING GAS METER TO BE RELOCATED. SEE UTILITY PIAN, SHEET S03. CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIF S ® TREE WELLZ i �, SEE DETAIL 3/SDS FOR PAVEMENT DIG OUT AND REPAIR, 7/506 EOR TREE WE l l 29. INSTALL BOLLARD. SEE DETAIL 9/SDS. L.....H, i� in AND 1/SD6 FOR CURB AND SIDEWAI K. REFER TO PUBLIC IMPROVEMENTS PLAN i N HANDICAP RAMP TO BE INSTAL LED DURING PHASE 11N0. �► 'v • TYPICAL CURB RADIUS r 4' UNLESS NOTED OTHERWISE. 30. INSTAL EXISTING BUILDING TO BE DEMOLISHED ji. N Al L WHEELSTOP. SEE DETAIL 10/505. DURING PHASE 1W0 yr li HANDICAP PARKING STALL WITH SIGN. SEE DETAIL 5/505. 19. EXISTING FIRE tIYDRANT ASSEMBLY TO BE RELOCATED TO WITHIN PROPOSED • EXbTING CONDITIONS BASED ON SURVEY 191' WEDOLE & ASSOCIATES PUBLIC SIDEWALK EASEMENT. BOLLARDS TO BE REMOVED. REFER TO u DATED FEBRUARY 5, 1998. • 9 DEMOLISH WEST WING OF EXISTING BUILDING. TERMINATE EXISTING UTILITIES IN PUBLIC IMPROVEMENTS PLAN. FROCK PAVING AREA CONFORMANCE WITH CITY OF TIGARD REQUIREMENTS. RELOCATE GAS METER TO MAIN sp ., Z 1,i or 7 ui BUILDING. COORDINATE WITH NORTHWEST NATURAL GAS f 20. EXISTING WA1FR METER TO BE REMOVED DURING PHASE TWO. Mil''Ht MINI/SI f 12540 SW MAIN SIRE! I iota NO7125 C7 t"2 • . I'(i 8 of 22 IF this notice rfppears clearer than the JUN 0 Z 2000 SH •dOcntill ent, the dncumenI is (1)4,•;117::1.111L1 f ni:frginal quality• I111C1'O11�111C(1 �I�j'111111 1111111,111i1 111I1fij1i111 ��,��1111 !11111,11:i1.i ‘"______: 1 ,ii �,i�i1�1,, 1 i111:11jIlII1 I�IIIIIIIj1I ;; I Iil�llljlllllll l IIIIIIIIIii; ; Ijl!lI11lj�-�1�1 1C1111IIIIi1111111111I11111111d111111.11141111111111!! �11ti1litilll!IIIIIiII�!iiI�wilitll,i1ldil 1111!lIIIII illilipifl!lllliif llllil 101:!FIl Iltl�1lilllllluli,��l'1t-F }llI 1 nllliFf�,illlli;; =n;l�l�� IIsIIII;:"IIIIF;Il�1�111;1!I!!;FII11;1 1;1!1111 I:��iIIII IIII;III�It' 24X ..,,, ,„:.. Y'F „..,,,. .:, II i n � cci, ,, 4 c-) .� 66, -0• 66' C I ,,. ,... ,,...._____________________,__ ._ 311-11" 25' 0' 10.-0" N 0" 1 50'-u" I I ' 11 4 e T 12 0•••••••••• ''''' — — O �w �.•.r•..�w www..-r.�wMw. ww. )4) - ) ou. - --� (�--' la -- --- --- _ _ 7—i ._A.—--- - II I !V 2'_8" F M _- _ _ __. .___. . ._ ____ _ N _1 - _ --_ b 0 iv 16) v \.1.� ' I 1 ~-. 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O'R Z Z III MAC:HI .E r 10s. 3P'- i-- • �,: • ; 1,1 `---A M -N ' ;� _ 7.00 All- , 1Tt. _ / [1� ^ 4w -.___.— ' iIIf 1 it •/, .– U / I .�... .. - ii 18) _ ` I lo Q ■ 1,_8" 4" I o g•_p" -17.77/8 i8 5' -0" 20'-t' vi - __ _.—__�. Lv Oi n d 18 --8" / 6 0" 7'-t0„ { 8,_2•0 i ( �o ,f _____ -._-_.. 4 _ �- - - --- .,I c . , ` . --- ----4------- -ail ' i . ..... .. .. ._....___,(El 3 0 0 I g g I :?...1 0 , -' \ e 0 F-_., t 0 0 _Le,,,.,,/,. O REVISION12'-8"t Ito, , • . eati 8\ tilt 1 . ...„,__ ..___f_ ___ - 4r _ -_. 1I c`S +_- I.2.--8" I .14\ Ck- ;11 i 7JTYP In 1 4 Q ., - itI Cr �-1( � N Q co / N O b/ j a0 c3 O I I i I i .-L , c'No t,-4•� SIC\ Ill____-\!1 135, I M -- o fI- 11 if, ..... --• • ir- V- ap , `102 2 ` I . r o DRAWN BY: RE3W . ,. I `r•-• / ____ _.,•00 I /• __ CHECKED BY• LW • � iv Ii i �+` -0 . i w xis. - II .... ._,/,,,!, . FE�.1 I F.0 M.� F.0 M. _TD / 2 8 c/1 `` i�. i • 1 .. . C5 tr.,...) . 2 14\24222222,24.2,4424 A. • *Ca 11111 fl.--1 ",p,14 8 FOM. r/•, • (8) 0-8 'I' / //, -44 44 '14 (ED FOM. ,p` ✓ �k © 0 ( `s' 2 15 ACOUSTICALLY SEAL STUD WALL ak ' „el , , --,- 1 / AT STOREFRONT MULLION g i+ ' Y. �0, "'6,� 17 `S• / // 1 I0 xi i ', 0 x j `, 6" AT 2'-0 O.C. METAL FURRING /tir E^_ - iJ, O� Iv ;;, �, i s; ! 3' STUDS W/ R-19 BATT INSOLATION 1 V - . F \ ' 1 I J I 1 \'O J. ! O• I1' 2 ^' 1J -4 R.O. w -� 12 0 R.O. 7'-10 11'2 1'-.O.__ 5'-0 5 -0 5.-0" 5 -0" 5'--0 5' 0 5.--0" 5 -0 i' h' 0 ?. >' 6 AT 2'-0" 0 C. NONBEARING ISSUED DATE ,f--Is•if _-._ __,�__. _�c __ __- ,r f - r ! s, -_ ____ ._ _ _ _ ,f /► - __- r --- - - _ W/ TT ti WOOD WALL 1 ! l BLDG PMT I 6''0" ' P 17'-4" 17' -2" ''-10" 1 Q'-0" 66'-0" I SAME AS 9 EXCEPT 1/2" COX PLYWD A �A � ��,,�� r _ _-.._.. __._ _ _ __,4_.______--- -- -______ _ __ .* _ ._ _ - -_ ____.___ �_.__.__ __ ___-.___— -_ __ --- -, 0,--,) CITY,COM.:03/11/96 - c NIORTR` --- _ - - -__�._ ____ _ - `_-- ON S FACE OF STUD UNDER GYP 80 • NORM NAILING. 8d NAILS 0 6" O.C. •• CITY COM.:03/27/98 QST FLOOR PLAN 2 SECOND FLOOR PLAN EDGES 1' 0" INT �UPI'OR1S 3 GENERAL REV: 9/22/'98 - c - - - - CG METAL RAILING, PAINTED 2 x 4 0 2'-0" O.C. W/ 5/8" GYP I4 REV. 4: 10/02/98 1.0 iu 1/8" 1'-o" `--f ALUM. WINDOWS--- e �' / BO ON SIDE EXPOSED TO VIEW A � 5: 02/11/99 CB) 3'-0"1N X 4'-0"H MIN. 2 STUDS O STAIR HEADER. i REVISION_7: 5/21/99 GDIERAL NOTES -- LE KEYNOTES 1 -HR. FIRE RATED SHAFT 20 SEE 3/87.0 ,�J`M RE`'IS9t41 .8',9/30/9r) "v 161 ROOM NUMBER F ,. SURFACE-MOUNTEDc1) O � a)ili' WALL CONSTRUCTION: 2x6 AT » I INSTALL DRAFTSTOPS IN CONCEALED CEILING AND WALL, SPACES SO THAT THE AREA BETWEEN DRAFT STOPS DOES NOT PROVIDE EXIT ILLUMINATION PER SECTION 331.3 OF THE 1988 UBC. 11051 L ) CMU BEARING WALL 212X8 WOOD STUDU O 2' -0 0 C 1,,.,,...r lFIRE EXTINGUISHER 2.-0" O.C. W/ 5/8 TYPE X EXTERIOR FURRING WAL1 WITH R-19 ��' DRAWING TITiF •i • EXCEED THE REQUIRED MAXIMUM SPACING OUTLINED IN SECTION 2516 (0 OF THE 1988 UB(,. /1 DOOR NUMBER GYP BD. EA SIDE ' CONTRACTOR SHALL PROVIDE All NECESSARY TESTING AND COORDINATE ALL. REQUIRED INSPECTIONS STEEL COLUMN - �. INSUI. FLOOR PLANS ' PROVIDE ()MOO. DETECTORS IN ELEVATOR LOBBIES IN COMPLIANCE WITH SECTION 5103 (D) Of THE 1988 U.B.C. F O.M. FACE OF MASONRY :2--- --- SEMI RECESSED FIRE 1 p HYDRAULIC ELEVATOR ��`v ALL HARDWARE SHALL COMPLY WITH REQUIREMENTS Of THE ADA. FE EXTINGUISHER w ® STUB OUt•F I> I� :AT• ....__. HB+- HOSE 81P 2 x 6 Al 2'-'0 O.C. WOOD FUTURE R�� R • i :LASS USED IN DOORS OR GLAZING LOCATED WITHIN A 24" ARC OF THE. NEAREST VERTICAL EDGE OF A DOOR OR IN © BEARING WALL W/ R 19 BATT 011 2ND STORY OVERHANG ABOVE ` Tint. . °. I • 1 AREAS iU6JECt TO HUMAN IMPACT OR OTHER HAZARDOUS LOCATIONS SHAH BE TEMPERED OR OF AN APPROVED J►FETY UNLESS OTHERWISE Norio, DIMENSIONS ARE TO FACE OF MASONRY, i ACE OF STUD, CFN1E RUNE OF FDO F l OOR DRAIN INSUI. ® INTERIOR ELECTRICAL ROOM ' II GLAZING MATERIAL. COLUMN. OR CENTERLINE OF OPENING OF DRINKING FOUNTAIN ca (4) ALUMINUM STOREFRONT SYSTEM RECESSED CAN LIGHT FIXTURES u, LIGHT AND VENTILATION NOT INDICATED ON THESE PLANS SHALL BE PROVIDED AS PER SECTION 105 Of THE 1988 UBC. UNLESS OTHERWISE NOTED, INTERIOR PARTITION WALLS APE 21(4 AT 2' -0" it 1' WUUD El E EXIT SIGN 12 IN SOFFIT ABOVE-- 10'--0" e c 24 HC SHOWER.SEE DET ;918,1.1•• ; n� • • • • • • • •• • A 1 0 J NON--BEARING .. • ROOFING MATERIAL INDICATED ON PLANS SHALL MEET OR EXCEED THE REQUIREMENTS OF CHAPTER .32, OF THE 1988 UBC L EXIT LIGHT 5 c;MU COLUMN STEEL LADDER TO ROOF HATC 0 13 PROVIDE PRIVACY LOCK INDICATOR SEE ELEVATOR INSULLATION REQUIREMENTS FOR ADDITIONAL FRAMING IN HAI 1 WALLS ABOVE-REF. DTI 12/A7,1 4 ODS DOWNSPOUT 2 x 6 SHEAR WALLS AND UNSEX SIGN R(?i)FING MATERtAI. INDICATED ON Pt ANS SHALL MEET OR EXCEED THE REQUIREMENTS OF CHAPTER 32, OF THE 1988 UBC --SEE SHEET S3.0 • • • . , , ;{ 'ION nF 1 I 01 HR FIRE RATED CMT' WALL • • , aA No. �� 1 �5.�5 (i1�� CMU WALL l •-• -. ...,�.•.....«' 0 / 4 . - 12540 SW MAIN S'I'R,i., "- I'(I U of 22 If this notice appears clearer than the JUN 0 2 2000 dNcnment, the document is of marginal quality. microfilmed ICIIICl1i1l'lll1l1l+l1lil i I�I1I1I1I1IlI hji fillip :11I+L 1111ijl I II I:; t,lliji;l ! ijlj:II1ijljl iiiiliili1I1: ,i I(Ijljlll(Illll;l ! 1jl1lll1ljl1i I!i;lilill{1I1 INCH MAOI IN CM MIA ' - SII)IIIIII�IIiI (llljlllljlll.,(I' 'lIIII�l1111tI11�11!IlIII�1'II lllllllll lilE !:II Il!!l(LII-11lljllli111i!!ill! I!!!�1141 !!!!�l!li �!IIII!! !iihi!i!!l11iiiil!!llllilllt!IIt1111illllllll! I111�i1ii,{iii.i: 1111;,!!'„111111!!!!! 11111!!; viii !'II'.:1115111 11:1:1i1111llloinlllilillllin 4X , ,. .. , , ,.: : . ,.. ,„ ..:,.,.„ . 4.„1...,,,,../.... :fir. 6 . . . . . . _ _ . k . il1 J'_ ..._ir 11" A. ti 1 3' -I" b'- '. ACE CT _.4, ' r `" OF GENERAL NOTE: - �''I BULL NOSE Al ALL TILE EDGE GENERAL NOTE: �_ LOCATIONS BULL NOSE Al ALL 11LE EDGE t -_ _ _ . ¢` VII: - - ......e...,....�.,...�......... .. ..� LOCATIONS 3 i � 1 r.� 1',+!'� . ACE , 22 (i 0 0 ( -:11i; i .,/ OF CT ` UaNa I\ 2 1 1 ��, St.E PLANS — - •----, I t rrP. �N MIRRORL 5 h -- r-- m T- -I---- W -SOAP ; n Pi \ . ....Ctr?.0:::\ r i! \., 0 WAINSCOT 2 0 �YP u► o :_ 4 I s I cH pulmo 14• GENERAL NOTE: FIXED SHELTIES ,,� I _ _. L9 _ S"'�► zo' i 1.] o IA E lE ",T_ _ __ - 3 - t _ P T T WAINSCOT (4 ., r..i . � ,.� 1 / AL L ACCESSIBLE TOILET STALLS ,o (401;41 _ ••�• w r r.,:, ......4 FLUSH LEVER _.- �__ / AND ACCESSORIES SHALL SEE FINISH ! ��n ; _ .: _ ET «----- - -- _ __.____ _ _-.__..e. _ . ♦ I - f i-, SCHEDULE '�1 /Owl /rwr� - 4, °,�', COMPLY WITH UBC SEC 3.09(6) / �� ! 1/E3ACKSPLASH AT ;,,! �., tL�.r.. �� -l A 1 -! t�� 5 ------- PARTITION WHERE INDICATED ON PLAN SEE PIAN FOR FIXTURE~ SIM. 11 P PLACEMENT PARTITIONS .-_1.- _ _-4(( EiOT./MIkRUR •___ - , T U. BOWL(, �� AS INDICATED ON PIAN. „-- TOILET PARTITION/URNAL0 �, 6 1 Dryp 11171- r-NI-----:- _._7 _' SCREENI 7 ! P i ry - g LAVATORY 10 CONFORM i0 I :_1,/, I ADDITIOWII� - oD _.. cT 1 1 FOR REQUIRED-NUMBER AND �.T \ STUD AT lJ►V �\ _`� TYPWAINSCOII ! - - FO(;AREQTIoN IR FIXTURES\ 0 C1 ITER MEN . FACE OF HANDICAPPED ACCESSIBLE URINALE [-CT ++ .01 "c�Fr eKET �. El_E1/ATION HC URINAL PROFILE 1' -3” MIN. �TY--P-- I j F ;.� a ..��.,,.� Q ... ! '- l` \ SEE PUN ` -iAVATORY P11* -y `f ACE OF C1 INSULATION I5 O" 3' 3'- t" 5' t" ACE OF STUD I �._o. 4._1 ,. fl. - - 1 ,i _�• _t p. 70'-1" TE DIMENSIONS ARE TO' NOTE. TYPICAL ACE OF STUD UNLESS 1"± FROM FACE NOR TM RESTROOM • NOTED OTHERWISE OR OF STUD TO HANDICAPPED ACCESSIBLE URINAL 4 TYPICAL COUNTER LAVATORY ENLARGED PLAN SHOWN AS CENTERLINE FACE; OF CT __-.. __ _ (31CD ; ,4_ o" S; 1 :, 10800-03 A11 '49- -= 1' C. 108OO--OS CO ``. I L?.. SEE PLAN --- __ E PIAN GENERAL NOTE: ,� ,� - — ,� ,r ;-. BULL NOSE AT ALL TILE EDGE �--- HAND-HELD SHOWER c✓ LOCATIONS if- lew HEAD PER ADA Liz. SEE PIAN 54" MIN H ______i r 42" MIN ,.. 6. 36 „ TOILET SEAT �` COVER DISPENSER .. 36" MAS / MIN LIU l'iw 1 ---- IONTROL AREA �'� `� -. _ GENERAL NOTE: - Ct SEE FINISH SCHEDULE �-- At l ACCESSIBLE TOILET STAL I r' _. _ _1_ _� __- - --_-- y W AND ACCESSORIES SHALL / g CRAB BADRM- -GPER ,,� COMPLY WITH UBC CHAPTER 1 1 GRAB BARS I I �-_ GRAB BARS W r v c-___= ' =� I AND AUMt: 30 ! I-- — — — _J ____- .-.---- +• __ �� SEE PLAN FOR FIXTURE -� ,_.. -'. fY Fix,--,H w --- ---- - - PLACEMENT. PARTITIONS - - I— : VALVE u ___ ____-- As INDICATED ON PLAN ��---+ FOLD-DOWN SEAT PER 30` MIN. OPEN SIDEilh _ rn N � ADA r.UIOELINES--- OF ROOM _ 1 1/4" TO t_ 1L: -- FOLD DOWN SEAT PER i SEE FIGURE 36 ',TALL ---- - N _. A. t 1/2" ADA GUIDELINES- - SEE . ,�� Z 182...., SANITARY DISPOSAL -- ` FIGURE ADAC 36 - ,D * .r LTOILET PAPER DISPENSER«- -- '� -' 11 PP: 130 BACK WALL SIDE WALL GRAB BAR Ii ��-� W NO SCALE r. nal �y, ',L_�,kI I;, • .E TO .. ` SiSt iW E TOLr , . FAIN - -r 1'•T"�� - -- ..AIN -- ----N------- _- l (f) SEAL_1IA.L �g V I Mc HANDICAPPED ACCESSIBLE WATER CLOSET AND GRAB BARS 0 p Vo 3; K , s HANDICAPPED ACCESSIBLE _SHOW'ER AND GRAB BARS _ ____ ___. _ 10800-01 N (26 A1.1 34' 1'-0" 10800-07 1 10 4 ...._ N CL ,- ...... , --- BOT CHORE) I NOTE: FINISHES BOTH SIDES AT SIM CONE). •.- r OF TJI J 7' 0" `✓ - ►:`vr.'= MIRROR �!�� — 1 •• 3 4" GAP 1' S" Mnx _ `-11 C"-.) 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TILE CEILING. �/ -r---z---- SCREEN / "' n I i' DES. REV. do BLDG PMT `•-, + • - x ' FINISH FLOUR TOILET SEAT COVER 02/09/98 r F Cm cc>M, D3/11/9a + - rn O 1x2 STOP SCREWED TO WAIL--PAI• -( c 0 t 5\ DISPENSER---COORDINATE C7) or.•....6.4 ��--�! 1 W/ GRAB BAR HEIGHT. 2 CITY com.:03/27/98 -----------------5/8" GYP B�� + �� STD k H.C. TOILET---SEE ___--- 0 `ter, __-- PLYWOOD BRACKET SCREWE[) A GENERAL REVISION t, _1 • � TOILET ROOM L. - � UE TAIL 3/A1 . 1 TO STOP AND TOP A 09/22/98 ,_) REV.. 10/02/98 +� - _ `+ I ~`�- _ _ _.. --- cERAmIC TILE WAINSCOT- -SEE: FINISHED FLOOR SPOUT :;1 NOT USED REV S: 02/11/99 PLAN 1/A 1 1 [7;1 \ / _ Li Jam_ M ' v Ki1 HC URINAL--SEE DETAIL `. , a IIISTROOM J PL YWCKi[) {UB-F1008 �� C,+ 2/Al.1 • F -�� r'''te F INIS,H FLOOR ..& & & & & &. :. . . . PLAN At DETAILS ti ' , , �� - �f �` IL J� _4 .D 0r '• `" . --•_._.-.. FN. FLOOR 1 : SANITARY NAPKIN DISPOSAL,d TYP. INTERIOR PARTtTIC�N A ' TO�..ET ROOM (ill) -, '.° ' • • A 1 • �► _.._. ...__.. s LAV. 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SECTIONS IONS 7,‘ � W A ..., . 0 o : Ht1V 98-0011/11 12540 SW MAIN S'I RLI:"f OF 11 U PG 12 of 22 LOB NO: 97125.01 If this notice 7II►I►ears clearer than the JUN 0 1 2000 1 d!c►1men1, the document is of marginal quality. iiiic 'OI I II11t'll i(I1f(I (1(I Iji1l(I1I(I(I I(I(I;I1I;I(I (((ll,i1ij!1I!! !1Il1(l�I1IjI ' !li(r111`;i I Ijlj :,lliji;, l!' illj:Illiliji i'ijlli(ill(: ; I Illjl(I1lillill I Ijljllljlli1i iji ;l�i . : ; i• INCA 1I MAOt IM ago* e.t 1 4 11 N 11 —11 ci I � ..... >x n — tr 3i IiiiHILI(IIIIlIIII!!nollIIlIIIIIII!I(,�Iloillllll!1.1llljlll1�1111li1ll�li!!!iw IIIIjllll f!flliti!ilililtlili itff(Illls!.lttllll!i..il(Iilt !illliluiiiiiiiiiii!ittllllt!!!t!!'Ilttl!!!!jiff !I!I wii'liilli. ,II1;1!!!!illllI!!!:.!{1!!I!!111!III!!!!!!!11!!1!I I;11!!1!1111!1!!llllllllj{1111!! ..,,vel, 12540 MAIN STREET 3 OF 4 BUP 98-00070 O U :41 OB METAL ROOFING ONq Z P,GOFING FELT ON Cj Cg PLYWOOD ROOF 1 N o - SHEATHING 2 N n 0 •,f Q Q . mt I 0.(4 Ua `- f Q N\ \ I L Qo04N O / METAL COPING �� v3► g if \, J - METAL FLASHING P.T. WOOD ocrO w Q TOP PLATE FETAL COPING �\ I n a 1- 6. U SIMPSON LSTA12 -------B.U.R. ON PLYWOOD \ - _ +32' 6" P T. WOOD METAL COPING / STRAP OVER ROOF DECKING ON ►'� PLYWOOD SHEATHING ENGINEERED WOOD T.O.P. ♦ TOP PLATE p.T FIRE-RETARDANT WOOD '— -- I \I 1 ;1.M. JOISTS ao 8 FL Ali ,0 REVISION FIBER CANT BEYOND 8 BEYOND CANT TOP PLATE ! •5.0 1 4 R-19 BATT A5.1 I �, FIBER CANT BEYOND 0 WOOD •5 0 INSULATION B.U.R. ON 1 B.U.R. ON I TRUSS-SEE PLYWOOD ROOF PLYWOOD ROOF STRUCTURAL. METAL GUTTER METAL FLASHING SHEATHING ON I I SHEATHING ON CONT. WOOD JOISTS WOOD JOISTS 29'-4" _ 29'-4,. _\ 29'-4,. ..�.. • -FIBER-CEMENT PANELS I T.O.P. T.O.P, ___)k, B U.R. ON PLYWOOD - =III T.O.P. CI SUSPENDED A.C.T. ON BUILDING PAPER ON PLYWD SHEATHING I ROOF SHEATHING ON 2x CORNICE AND TRIM - WOOD JOISTS 1 R 19 BAIL �� WITH FIBER CEMENT i� .....ICL INSULATION PANEL FINISH C.M.U. WALL - - I ...� 2x6 WOOD FRAMING 26'-10" BEYOND. I 26'-10" I\ I r— ENGINEERED W/ PLYWD SHEATH -- •_• T-- t� ► T.O.P. WOOD JOISTS 1 T.O.P. I . / 2x4 WOOD FURRING I IF 1 . I I____(A (Ii 0 BLOCKING AS REO. © I IM _ _ 1 •4 til FOR WALL AND SOF IT = t CD Li-,1 .V :....< ch I. <� FINISH EDGE NAILIN . _ 5,0 a CO o i!,t,ri < j ( IM _ __---_ < I A5.1 � J FIBER-CEMENT SIMPSON IA34 GLU-LAM BEAM SIMP. A35 D PANELS ON PLYWOOD - BEYOND-SEE 1 EACH SIDE SOFFIT ' STRUCTURAL OF STUD GLU-LAM BEAM BEYOND - U 0111 `D I R-19 INSULATION �~ �r R-19 n Q LI i 1 's,,, INSUL. R-19 INSULATION UI • o W P.J. 2X6 WOOD FURRING 2X WOOD STUD C.M.U. WALL --� 1111 H SIMPSON LSTA12 R-19 BATT INSUL r 2'-U" O.C. I BEARING WALL 2,4D ® 2'-O' Q.C. _ r -- - -- i \ 6" METAL FURRING SPLIT FACED I �> FIBER CEMENT PANELS W/ R-19 BATT INSUL. LOBBY C.M.U. BEYOND OFFICE SHELL I ON BUILDING PAPER ON I _- \ _j L 200 FIBER-CEMENT 201 I FIBER CEMENT PANELS PLYWOOD SHEATHING I Ch i PANELS BEYOND t ON BUILDING PAPER ON -��i LU , METAL PIPE c° PLYWOOD SHEATHING - IIII LU RAILS,1 1/4" GLU-LAM BEAM FIBER CEMENT ALUMINUM BEYOND-SEE PANELS ON c� o I EXTERIOR LJ STD. PIPE STRUCTURAL BUILDING ' ALUMINUM WINDOW , WINDOW I PINTED III P.J. - ENGINEERED WOOD PLYWOOD6:_i___-\ I /— ALUMINUM c� JOIST-SEE SHEATHING ON 9 EXTERIOR .. ,// LXTERIQR IIII V / STOREFRONT DOOR r w STRUCTURAL I 2x6 WOOD •6'0SIM ----"- \--- '' \ \ OFFICE SMELL AND TRANSOM ,J I FRAMING PEKE SHELL }--- -BATT 1 IDI ....,,. z Z Z TILE DECK ON 1 1/4" CL SUB-FLOOR GLUE-LAM INSUL A5.1 PLYWOOD t O PLYWOOD SUB-FLOOR BED OF GROUT ON --� = CL 1 BEAM-SEE 1111 Q .. ON ENGINEERED WOOD �' PLYWOOD SUB-FLOOR 1 2" PLYWOOD '`� R-19 BATT INSUL. STRUCTURAL I SUB-FLOOR ON i T JOISTS / _ a PLYWOOD SUB-FLOOR -- ;r, 1 T SEE ON WOOD JOISTS WOOD JOISTS ON WOOD JOISTS 11111 L Li - �13'-4" 2ND STRUCTURAL ��'k \ W SLOPE 13'-4" , $ t Pi I 2ND T.O.SHT'G �/T.O.SHT'G. ,4 ,r T.0_�ND T.0.2ND ��_��. \ Lid LL v7 _ _ - _• ` • �� + 2ND T.Q.SHT ,_ \\IFLOOR ( ' SHEATHING'`Q c " ,� 5/8" GYP. kTilrh ! , 1 T.O.SHT'G �I' I I r.�• SHEATHING I t' - �I O f - --� ® DECK ` 1 ��L I BD ON 6'. .,.> --_ , I 3 7 --2x4 LEDGER W/ 1/2" METALe'N- -- _� 1 . I A5.1 ( I , ` I ! .� A . M A.B. ® 4 -0 O.C. ,c ii< o FURRING / ' 1 -'t-- 5 Al (j N ) (A5.1 5 _1 , IIQ [�BATT . ► Y ! _ + �,�/ - 1 t% - W/ R-19 it d .� I INSUL— r DRAIN TO D.S. GLU-LRM BEAM I - 5 SIM 1- 111 N f SUSP. CONT PERF 6 5 1/8" x t 5"-- A5.1 ---I '^ SOFIT VENT, Tar SEE STRUCTURAL /I- CONT PERF. CONT. PER A5 1 ENGINEERED u ! A.C.T.- SOFFIT VENT, _� PAINTED. TYP1/ SOFFIT VENT, WOOD JOISTS ^I ,{ wi + ► PA-I-NTL-N-P,-- - - --- PAINTED. TYP. �__ ` �I �1 tk FIBER-CEMENT SPLIT FACED FIBER-CEMENT - II f'"' PANELS ON f C.M.U. COLUMN PANELS ON SPLIT FACED I PLYWOOD BEYOND . PLYWOOD / C.M.U. COLUMN GLU-LAM BEAM BEYOND L. SHEATHING ON ' SHEATHING IN - BEYOND pitii WOOD FRAMING `N' WOOD FRAMING / M U. WALL \ C.M.U. WALL DRAWN RBW H • - A - \ 6" METAL FURRING _ - - --- - `y' C.M.U. COL. BEYOND • .•- . _----.2 --� v METAL __ W/ R-19 BATT INSULI .- , 1 dift, HANDRAILS ' OPEN o)1 OPEN - - WALL SECTION AT BEYOND BEYOND `D 6" METAL FURRING EAST, TYPICAL r c %,,o,,' ' a " "'� i T� COLUMN BEYOND -- •. '� \\\ \ W/ R-19 BATT \_ \‘ lit (� _ _ - 6' 0.. INSUL -\ �' ° o -� -ALUMINUM STORFFR T ALUMINUM REVISION Gr'I'• `u l fbft cJ L 11 •.. .Iii.4 II DOOR AND TRANSOM [STOREFRONT SYSTEM — CT/ ( r' RETAIL SHELL U102 ISSUED DATE Q ,- \ RETAIL SHELL RETAIL SHELL STAIRS BEYOND 102 _i_ .4.0(..,.----- -- - _____ 1-7-0T-1 FINISHED111 BLDG. PMT.: 02/09/98 J I •-_ GRADE BEYOND A\ CITY.COM.:03/11/98 iv �- �l3 NOSING • III CITY COM.:03/27/98 SPLIT-FACED - _-__ REBAR, TYP. BLACK SPLIT-FACED ---� /27/98 2. C.M.U. BEYOND C.M.U. �� N ' 10' II" f in ti GENERAL REVISION: CONCRETE WALKWAY, SLOPED 1/4"/FT CONCRETE WALKWAY, 9 22/98 in .-11-1---1141k -_IQ DRAIN _ F.F. J SLOPED TO DRAIN a_ UIUii,o. SN 4 R . 4: 10/02/98 amo -�- _._z_ _ _-_ .. _-_ Li_____. -T'Q•` N�--_>I- „, REV. 5: 02/11/99 U "i ,,/ ` �^ \ __ __�r 1 0 -- cow << A REVISION_7: 5/21/99 L/ C, { DRAWING TITLE:• W .1 \ \ r----.1- Ni f \3 4" CONCRETE vi I I ASPHALTIC CONCRETE - ASPHALTIC CONCRETE -- WALL SECTIONS n LANDING W/ �4 �--� W w > J W 0 PAVING (REF. CIVIL) PAVING (REF. CIVIL) 24" C.0 EA. WAY - 6" NOTE: SEE STRUCTURAL FOR REPAIR AND/OR CONSTRUCTION REPLACE CITY NOTES CONC. FOOTING 1 to I'`SII-000711 SIDEWALK AS NOTE: WALKWAY I�S' SW MAIN S'fRLI I REQUIRED TERMINATES WITH STEPS SEE STRUCTURAL PG I ci1. 22 AT SIM. CONDITION REF. 6 ,,; TO 1/A4.0 AND CML. C ,.., u WALL SECTION 2 WALL SECTION s WALL SECTION AT EAST ENTRY (EM WALL SECTION � �_ 4. /2" - 1' r)" 4. 1/2" - 1'-0" 4. 1/2" = 1' 0" \ .4491 -- _ 1/2" = 1' i�" k OF 11 — — — JOB NO 97125.01 ---- — u If this notice appears clearer than the JUN 0 2 2000 dOcunienl, the (locoment is of marginal giialit,. microfilmed opf„,, „„ lll;,�I„„„ . I�I�I�„,„,I I�,„„,!„„„ 'lll��{„„L„II ,,rI OPE ,!{ „ .,�III;,,'• II�{,I�el �,„„ I'llllll, „, ._ �„,,„1��„„,, ;„,,,,„,,,, „,�l�lmilt II � „,„ ,,,,,,... MAD. MI CNN*SHii ��r�)III111II24x �ll)-13I1( Illl1lll�lll11lIllll!IIIII�!;111111!!lllllll!l�±;1111111�Illl,Illl�lH ;ll!ll�Illill!!�II{lil!il�tll± �!illlll (I11�±!Iln{lill�illllll�Illl !l1�111 !1�111! t111�iiiililli:�� 11';!!!; I�IIII!!"'ll1�l',!$!II�!!f!I!111 {{{{ 1�{ill {;f1�111111illil'I1�11' a • l BUILT-UP ROOFING N < <� (U) \ • U — GASKETED NAIL + ! ! - METAL FLASHING CAP W / f SLOPE 1/4" / ROOF SHEATHING \T.0_ PLATE ,�_ r---- - P.T. FIRE RETARDANT D © I I --- 2X TOP PLATE W/ - 1/2" DIA A B • 48' O.C. z / ♦ 204100 5.0 Q N-- • i1 • - ,. _ _ Q _ _ -_ __ i i COPING -- NAIL AT 6" O.C. Q 0 \ ---t IJ SHEET METAL y J 1. ``- � r i L •C ry \ cc N 1 FLASHING - r SHEET METAL CLEAT 0 2'-0 O.C. / z M1 N CLEAT AT 2'-O" O.C. 0122 ti) 8" C.M.U. WALL I .....„ d .i x N WQ 5 \ --L -'k n a I-- 1t• I �a / - 2 X 6 WOOD TRIM K I - ��r, -- BUILT-UP ROOF UP WALL -. WOOD FRAMED WALL Au AND ON SOP OF TOP PLATE 2jr" / PLYWOOD SHEATHING • © «� - - FIBER CANT 0 •5.0 _= - _ / ,III�I C;---- BUILDING PAPER lir? Z INTERIOR EXTERIOR • INTERIOR ` EXTERIOR FIBER-CEMENT PANEL U 0 CD - \ ---___ - 1 x 10 WOOD CORNICE 7C), 2 PARAPET FLASHING @ CMU WALL 3 COPING 5.0 I , 1. ------- 07620-04 �5.0 3" = 1'-O" — ---*- --- _- -- _ - m W DS © 07620-02 D / _ -'/- 7----.., z-----N, - - - WOOD TRUSS H PLYWOOD ROOF SHEATHING `� U METAL ROOFING 1....____ < -- 1 ROOFING FELT `� -- ROOF HATCH WITH RIGID INSULATION i.„,,:. 1 . A.\` SIMPSON LSTA12 STRAP NI ROOFING SYSTEM H 1I OVER PLYWOOD SHEATHING ROOF SHEATHING 22'-4" - - 0 3 \ �`,,� INSTALL STRAP AS PERI Ct H I N / ` MANUFACTURER'S SPEC. ( / -. \ / 4" FIBER - W U ? DS -� \ -7. --, __.. ---„4 ♦ ♦ CANT W -711 (2) 2 X 6 WITH HANGER EACH END TO TJI . i/ / ____I - - i ,/ 1 i-- < T .._ 1 "o . 0 ( / ---I 1 )'/ V) O \ �' 60 (. 1 ... .. Z. --.- - - Z ( jc.2" 11 7\ 7/ �DS / ___._ ,_ / - ATTACH GSM GUTTER AS PER MANUFACTURER'S SPEC. 0 U FIBER CEMENT PANEL V„� -" 1 \ 7 04 N PLYWOOD SHEATHING LL (J) \\_. TJI, BEYOND i BUILDING PAPER -..- ----- ---- - -!_ -. - ( DS -\----\-- �w,_�_ _ �' 2X4 WOOD STUD FURRING A LIJ U, 1 --� �_� WOOD STUD BEARING REVISION ^ (] 7 3 WALL FRAMING 0 \� 0 a GUTTER DETAIL 5 ROOF HATCH _ N 5.0 " 07710-04 5.0 3'' = 1'-U•• 07720-01 = if) -� N � Q / 0 I _—__k_ i EXTERIOR FIN. SIDING -- SEE 8" ELEVATION I/ / -al- / it DRAWN eir: KAS 2" 4" 4" 2" CHECKED Bl' LW T /.. - -- CAP SHEET - COUNTER FLASHING 'D GRAVEL STOP CONT. SEALANT _ ` BUILT-UP METAL SOLDER ' CENTER LINE OF PANEL, SCUPPER AND :'r' 1� ROOFING SCUPPER OPEN EACH END 4 DOWNSPOUT. x'3,`}1 S. _ i ON ROOF ( — BIRD SCREEN �� ° \ 1\1 SHEATHING 1 ` ` 'Ili' • ► 'L1.7 z �' - ♦ -.. TOP OF ROOF D T. � X/ . I cD ,'T-, - a - ighl _ v • ' ' I I N o I I to ISSUED DATE I . .... _ \ ♦ 1 5.0 1 1 �_` --- _N ' BLDG. PMT.: 02/09/98 cO e CITY.COM.:o3/11/98 :� - - BIRD SCREEN A CITY COM.:03/27/98 I I ( I I- �- \ '� l __ .TJ A GENERAL REV: 9/22/99 KEYNOTES PROVIDE FLAT NAILER NOTE: SET ENTIRE SCUPPER ASSEMBLY �; LA REV. 4: 10/2/98 UNDER COUNTER- IN MASTIC. a REFV. 5: S/1 1/99 FLASHING FOR VERIFY PROFILE W/ MANUFACTURER A REVISION_7: 5/21/99 NOTE: 0 SMOOTH ATTACHMENT SEE ROOF FRAMING PLAN FOR ROOF ELEVATIONS. SCUPPER & DOWNSPOUT--SEE 6/A5.0 1 �- !' - 1 DOWNSPOUT r1i L I GUTTER - 4" MIN. DOWNSPOUT © - [)RAINING TITLE: ik SPLASH BLOCK ROOF PLAN & 0 EXTERIOR DETAILS Y Et) ROOF HATCH , 3,100.00\ 1 ROOF PLAN METAL CRICKET 0 -_-.' t 5.0 i/�" - 1.-0" ® BUILT-UP ROOFING s" SCUPPER AND DOWNSPOUT 7 SCUPPER AND DOWNSPOU_T ELEVATION 14111'`LIS-111111 111 ------ I2j4O tiW MAIN SIRFI ! 0 METAL ROOF 5.0 1 1/2" = 1'-O" 07710-05 5.0 1 1/2" = 1'-O" 07710-02 OF 1,1 U g pc; 14 of 22 JOB NO: 97125.01 If this notice appears clearer than flit' JUN 0 2 2000 dOcumenl, the document is of marginal yualil,. iiiicrofihued '� I1I1I1I1I1I IIIII1I1I1I1I i 1111111111liI I�CIIlIIINIII IIIII�;Illill� ll �ll. ,Ilili!; I' IIII:IIlilill i1i�ilililll!II I IIIIIIIIIIIIIII I IIIIIIIIIIIIIII(IIIIlHiiii INCH Ili 111 014 INA �N�� ,k• �51 M � I 1 1 � � 1� 1� 11 lIt I!IIIIII1I,11I1fIIJILIIL1111J�II!!IJIII, (IlJI1I,11!,1lIIIIiIII'll!IItIII�IEiI!!!IIIIIII!II!_II!11i111lllli!!l�l!II!!1Ililf!I!!llll!! !!1II!I IiIII!!I!1!!11111111!!!tllllll!!1!�1!I111!!!Illlt !Itl�i!iililli; ��lll'I!"' 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SEE STRUCTURAL REFSTR L- I _ LIJI _qr z-t, - T ` SIMPSON A35 WITH FLANGE WOOD JOIST ON HANGERS REF. _ r ( �Iosi �' I_ SECURE POST TO JOISTS BENT HORIZONTAL STR. i , II ♦ ♦ `Y N -ti'♦ 0 ♦ • METAL STRAPS & 8" W.S. CK 1.-- I I ; 1/2" THICK PLYWOOD . iti _.• WOOD FURRING-REF. STR. I ' • �- /.......,.....ar*-7 Al. as it / W U I -�' •III • • / - 2X6 WOOD STUD FURRING r ► .• 'r' i -- ��- GLULAM BEAM--S 1/8"x15" N Y ® 2'-O" O.C. - ALIGN 1 ` 1 `D cOVV 5/16" THICK FIBER CEMENT „,i,/ ' ' r WITH WOOD STUDS AT W PANEL ;r \ : I ;- FIBER CEMENT PANEL �, �,! BEARING WALL A/ or �+ LL I” C.M.U. COLUMN BEYOND y. �,_ �H�,,,,�,�,�;� "' ; / cv ► WOOD JOIST ON HANGER \ n Q N IN I ,� r - , 1/2" PLYWOOD SHEATHING '-� _- _ �. - - FIBER CEMENT PANELS \L/' ::::-/-" N ,.� �\ AT EXTERIOR FINISH t 1/2" PLYWOOD SHEATHING J �� ,/ / / ` ! ; SOFFIT VENT ` 3' MIN �� CONTINUOUS HORIZ. 2X6 WITHc. Z Z zL 44 _� (2) 1/4" LAG SCREWS INTO �� / \ FIBER CEMENT PANELS �-., Y • e gi ',C,N WOOD STUD AT BEARING WALL �� 0 -�- - tr�r srr: -, ow- ` .-- srr�----:-�:�>s_v.-�:rr. _ r:__,re — y .� 1 (---- _ — — — ""`-+``_ -.""'"""`_ - .f11R1R1f r"""'"' PLYYVOOD SHEATHING CMU WALL ` \\`�� _- WOOD JOISTS ON HANGERS 1.t:-----------------______L_ U LL U) cc)I i....__...._.___________----"----------- NOTE: c `` O � 1/2" PLYWOOD SHEATHING STOREFRONT INSTEAD OF FURRING r WALL AT SIM CONDITION. .i `/ -----(.7\-- ___ - • 0 CEMENT FIBER PANEL ) V) Li_jQ Q SOFFIT EDGE DETAIL < 0 _ e BALCONY SIDE—WALL CONDITION _ 7 BALCONY HANDRAIL CONNECTION (s.. 8 FURRING CLIP AT BEARING WALLCt 1n � • VLEF ' 1/2" , I 1 1; �'" = 1'-0" 5. 1 1/2" = 1'-0" 5. 3" = 1 -0" I I. F- - CrliP DRAWN BY: KAS f_" I CHECKED BY: BOB /) 1114` ` t i f Ikr44 (/711 1 II Ata • ' • O F ,_r, 5 Z ISSUED DATE DES. REV. & BLDG. 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ELEVATION x - - r Z $ /00/98 P4 �" J 1 CITY COM 113/11/98 , A CITY COM.:03/27/98 . TI 1 " ` I 12 �, r �rd.',rd.', Of Vr ri I SECTION DRAWING TITLE L.,_, w 44 PLAN —" — STAIR DETAA S u' 1 Al w 4 en ' ,E, HANDRAL DETAL_ 1 t Z.t HANDRAL DETALA 7 T. -.r_AIi 1 1/ = 1' -0' SCALE 1" - 1' o- `... III,I"+t: IIIIJ, II __ - _._ _. —.� - _ - - -- - --. __ . . _ -- ._-_-___.--_-..-------- ------_.-_.-_...r__-__._._.____ ----._._._ _._�._-_ 0JOEL NO: � ,�) O� 12540 SW MAIN C I ItI I I I'G IA of 22 .;:, - OA.,M .ww,...w+.".w,...--"-..*w......w...-.i-A+r.�u+�w+'ln,M^+w.wvtr r.w�,r w„.. ,y / 4 If This notice appears clearer than the JUN O 2 2000 dOcuu►enl, the document is of marginal elns►lil,. microfilmed • 11111111111 IIiJ !1 !1I1I1I IlI1I�I1i;l�l I I1jjl1Ij!�I�IjI 111I1+Iliill l i�C1ll1 ; ,Iliji;: I ijljijllilijl ! illlill,Il ;I I IIIIIIllljlllll I !lIiIll�lll�i ; 1 , •; . 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PAINT SCHEDULE N B.O.OVERHANG ■ .1' :I: _ . 1 a I-r-I ;I t1 `.T.1 L i 1 ` 1 , = 1 .Z 1..T 1 ,`f.,-I. .1 1 r - - — 1 ■� LT ~� v = li T Z i �— _ ■� II w * �'.- _ NUMBER COLOR NAME PRODUCT NUMBER ■■ ■ i 1 Z . : F - ■� z �m r-- 1 ARIA-IVORY MILLER-8680W1 Z TI • ____ . _■ ', _ _,, z _ _ JADE-GREEN MILLER-CUSTOM - _ ii ■•r. I I Z_ 'T . iiii: _ I ■�■■ �, 3 __ __ — U f _, Z11.1 1 i f C •';T FLOOR SLAB ■■ T :_ _, i Z.1_, , .__ ' ' - _1 1 , Z.- j-- I : ...I� i LA 2 WEST ELEVATION - '� 0 9) v1 A/i ' REVISION l"-- Q o "°T (}'\\ '1 \ KEYNOTES _ z Z Z T O. GABLE I , ' 3.0 \ .----: � 0 - . Ci) \ \T O.PARAPET - T _ _ _____ -_r__._-• _ _ . 1 0 SPLIT-FACED CMU, SEALED (COLOR: BLACK) C W - T_ \ L . / © SPLIT-FACED CMU, SEALED (COLOR: NATURAL) Ch U), IA © STUCCO-FINISH FIBER-CEMENT SIDING, PAINTED P-1)� 0 W )( �� >r R OFIN NO CONT. RIDG ' VENTS JADE (J') r) 1 /, METALROOFING E (COLOR: GREEN) Q S ALUMINUM STOREFRONT SYSTEM 4(( 0 u ® ALUMINUM WINDOWS N '5' _J 2ND SH THING L. ! 1 A 2) / I u 1 N ( < ) ( 0 METAL SCUPPER AND DOWNSPOUT-- REF. DETAIL 6/A5.0 `� REVISION 0... r — ' 0 METAL GUTTER AND DOWNSPOUT--- REF. DETAIL 4/A5.0 LIS-- I ' 1`T `I_. ( . . . ) L REVISION . , 1 I`I I--, ._i_. (79) METAL RAILS, PAINTED (P-2) `1.11_rI-TITI T_I1-, t 1 rLT I I`I 11 I—I l 'T I1 1 L ._1 1_ L 1: 1 7II L 11: 1 1" Z�TI . . 7 1 T T1I" 1Ct //'- 0 SIGNS BY TENANTS DRAWN BY: RBW/SC 1 ,Til- .I1 - 1 rlrr rI T1"I- Fla-rI , 1_ L ; T_ i ; I: I :I_ J I_ T1 . CHECKED BY: LW nr/P (-;I AR I T . T f T , .T-lI1T, 1 . T ITS- _I_ _1 . T I.T.IIT• ' - . --L- , 3 NORTH ELEVATION �,,.--� �--�,- STREET ADDRESS A ` ‘k .. 0 3 2 l 'J eff'� " d Q 0 METAL FLASHINGile. 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REFER . C2I1021 RETAIL SHELL MECHANICAL RETAIL SHELL -i- 2X8 WOOD STUD 0 2'-0" O.C. EXTERIOR FURRING WALL U I ® 103 I T 4Ii I WITH R-19 FIBERGLASS BATT INSULATION ( >-_L. ~ X 2X4 WOOD STUD O 2'-0" O.0 EXTERIOR FURRING I I h I I id WALL I .. J . t ti ` -�__- -_ -- -- ----.__-rte__ � �, ____�__.___ _ � ,�, .11 , , , � 1 i I I 1 ' J A �,_,� _ REVISION CD Li Q BUILDING SECTION CC vzir 1 :.,. i . __I H , 4 U I I— . uJ — CK�E) 4' © o o 0 0 H ( (C> B.1 B - W T.U. ROOF U ,...___, 4.0 ..„-- A 4.0 ` lerliCO. . I T O.GAH! F ` 1IIP' 1SIM.\\...-- ... ... 7.-... \_ P — 1 �' •4.0 �'" HQ I1 0/11■M• -- . tI I 1 �x. 1 (-11 I z z z (-6-},' U-3 I I O ) 201 OFFICE SHELL 3 I )OFFICE SHELL I WOMEN LOBBY 40 III I Q (� _ I --1--C:3_,) , f I I tot (�oz� r 20o I = 1_Il_I lO 7 _ i �= Ii . T.0 2ND FLR ' r(---- I — REVISION I A. ; SHEATHING V / V) I w 0 r-�` 0-ir O Iz (-1 i I = I I ow 1 N � , !...DA RETAIL SHELL ■ © = RETAIL SHELL /6 LOBBYI cI I I 102 = I C� I 4ilf;------ . ,_, N Q r.....L.T. I 411 \- , T O CONC I `E 144. ir i i . , . tc•-L 1 1 : .. . . 1 , r- s j ( r' ( . . ,::, L.______.1 j i 1 I a. ................ ,... ___ ___ DRAWN BY: Rbw y' CHECKED BY: LW ‘ oc'SALD (1) . Q BUILDING SECTION QBUILDING SECTION f...3 WV 1 P- 1 ' : . ' 3. ! •H.. , , �\I \ � i.• • ISSUED DATE • • BLDG. PMT.: 02/09/98 ACITY.COM.:03/1 1/98 . \ / CITY COM.:03/27/98 < '_ GENERAL REV: 9/22/98 4 REV. 4: 10/02/98 REV. 5: 02/11/99 U 7 REVISION_7: 5/21/99 1 DRAWING TIT1,E W BLDG. SECTIONS A3 . O ! i„,,,,,...,,„„,„ 12540 SW MAIN S I I4I:I.I • OF 11 U p() 12 of 22 JOB ?7125.01 ...... 'A If this notice appears clearer than the JUN 0 2 2000 ; 2„, SH d!c umenl, the document is of marginal qu;,lil�• IMC EOl dined II 1t 1 ( i I ; t , TP1101111 IIIII{IlI{1{� I �{I{IIIi1;111 11 ;i! 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ZI NORTH r ;.. * ii, � REFLECTED CEILING PLANS :: X48.9/ 1/P" 1 . ,I.. f. cn Cl A08 . 0 O !:' I:1 n u NI 1N 4M-0011/11 ro 12540 SW MAIN STREET r 6 PO 19 of 22 of 11 U JOB No: 97125.01 Q-.)-.) [' lJJ If Ibis noire appears clearer th:u1 the JUN 0 2 2000 ,. . document, the (locomen! is of marginal 1111:1111,. I11icrOlIIIII '(I 5' III1I1I1IIIiIiIII1111111l 111111I1ijlll 1 III11IiPII WillIIIliil'I ilfl. liri 0 iii .,IIIIih l' Iiliiiiiiliil PIIIIIIIIII:II I,IIIIIIIIIIIIIII 11iiiiIIIIIIIi ijIIIIIIIIIIii INCH Il MAOI• CHINA �I .r c I TT 14 I 11 l� �— � }T 1 M � � '' : iiiililillilll�Illillllillit,hill illlllfilllliitnitiIIIIiil,lilllflll Iflllifllllllf�ll!i.iflllpitoIlflllililh!iIlllfi!lllfllll.,IiIiiii Bill!IIIIUIIiilill!I!!Ililli!II!I'111111!!Illi)lHlllliiii,11i1Ii;;111i!�I!'; illlll!:'!!IIIII!!{LI!III!!!!I!;tII11111{ii{IIII!l;;!!Illliillllll!I'I" 1 I ti • U `� — cV ` �— — MASONRY WAIL STRUCTURAL GENERAL NOTES 41 '4../... -..._._ . . .. 5 ) ________ �i'`-- ------- BOND BEAM BARS � N c `-`- CODE CARPENTRY - - _ GENERAL ;� 1- - aN� OREGON STRUCTURAL SPECIALTY CODE. 1990 EDITION EASED ON 1988 UNIFORM BUILDING CODE 1 ALL. NAILS TO BE COMMON WIRE OR EQUIVALENT DIAMETER AND LENGTH. �; THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE U 2 AU NAILING TO BE IN ACCORDANCE WITH UNIFORM BUILDING CODE TABLE 23-1-Q c < 0 n ro UNLESS NOTED OTHERWISE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION cO w THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE (s4Ir a CORNER BARS TO MATCH AND LAP LOADS ALL FRAMING HARDWARE TO BE SIMPSON STRONG-TIE BRAND OR EQUIVALENT STRUCTURE DURING CONSTRUCTION SUCH MEASURES SHALL INCLUDE, BUT NOT s ; 0i►RI E`' 0 SPECIFICALLY APPROVED BY ENGINEER. Z n 0 BOND BEAM BARSBE LIMITED TO, BRACING, SHORING OF LOADS DUE TO CONSTRUCTION EQUI;SMENT, N O n Iv' _......-A-• 4 LUMBER GRADES. ETC. OBSERVATION VISITS TO THE SITE BY THE A/E SHALL NOT INCLUDE INSPECTION 0 DEAD LOAD 18 PSE -GLUTAM BEAMS, 24F-V8 Al CANTILEVER AND 241-V4 AT U MASONRY WALL SNOW LOAD 25 PSF + DRIFT OF THE ABOVE ITEMS CTHE' �. D N x n0yld '- iv' FLOOR DEAD LOAD 16 PSF A - DOD STUDS TO BE DF 1 2 a /- I FLOOR LIVE LOAD 100 PSI- , CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH SEISMIC ZONE 3 -ALL. (IUD-AWN LU ER GRADES NOT SPECIFIED TO BE DRAWINGS PRIOR TO START OF CONSTRUCTION RESOLVE ANY DISCREPANCY WITH - WIND 130 MPH EXPOSURE B DF�2 OR BETTER, A/E SOIL BEARING 2500 PSF ALLOWABLE. AS PER GEOTECHNICAL. REPORT BY -ALL WOOD IN PERMANENT CONTACT WITH CONCRETE TO BE PRESSURE • TREATED. 3 CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOODS T.-_�_._� GEODESIGN, REPORT OF GEOTECHNICAL ENGINEERING SERVICES" ------ --' S PLYWOOD: OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT A-BOY FACILITY EXPANSION .. ' TIGARD, OREGON -FLOOR SHEATHING 3 4" !SEG APA INDEX 48/24, EXPOSURE 1; 0 ROOF SHEATHINGS 8` APA INDEX 40 20, EXPOSURE 1; 4 WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH r , r -NAIL SHEATHING 1 2" APA INDEX 24/0, EXPOSURE1; STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM. ,� 2'-0•--NYP. FOUNDATION --NAIL AS SHOWN ON FRAMING PLANS. h DRILL BOLT HOLES 1/16 INCH OVERSIZE EXCEPT WHERE NOTED LARGER. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, 2'-0"-- �_ 7 DO NOT NOTCH OR DRILL JOISTS, BEAMS OR LOAD BEARING STUDS WITHOUT PRIOR MECHANICAL, ELECTRICAL AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS NOTE VERTICAL REINFORCING NOT 1. FOOTINGS TO BEAR ON NATURAL UNDISTURBED SOIL FREE OF ORGANIC MATTER APPROVAL OF ARCHITECT/ENGINEER. DOUBLE UP FLOOR JOISTS UNDER PARTITIONS. AND SOBCONT'tACTORS PRIOR TO CONSTRUCTION. �"' SHOWN FOR CLARITY 2 BOTTOM OF FOOTINGS TO BE A MINIMUM OF 18" BELOW FINISHED GRADE ‘,.,PROVIDE 1 X 3 OR METAL CROSS BRIDGING AT MIOSPAN AT ALL JOISTS. PROVIDE I 2" SOLID BLOCKING AT SUPPORT OF ALL JOISTS DOUBLE UP STUDS AT JAMBS AND 6. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE HE SHALL BE RESPONSIBLE FOR ® E....CONCRETE UNDER BEAMS IN BEARING WALLS PROVIDE 2 X SOLID BLOCKING AT MID-HEIGHT CHANGES NECESSARY II HE CHOOSES AN OPTION AND HE SHALL COORDINATE IOF BEARING STUD WALLS ALL DETAILS. 1. MINIMUM COMPRESSIVE STRENGTH 3000 PS. AT 28 DAYS 7 WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL 2. MAXIMUM SLUMP 3' PLUS OR MINUS 1 TRUSS JOISTS STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL "- 3. SAWCUT CONTROL JOINTS 1/4 SLAB DEPTH — GOVERN. ammosi , 4. CONCRETE AND REINFORCING TO HAVE SPECIAL INSPECTION IN ACCORDANCE WITH (I..1) REMNF. WI MAS. WALL BOND 6EAM AT CORIR S. ML UBC SECTION 1701. 1 DESIGN, FABRICATION, AND ERECTION IN ACCORDANCE WITH THE LATEST EDITION 3 ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON OF CAB 0. REPORT NUMBERS NRB-148 AND NRB-200. CONNECTIONS AND BEARING SHALL BEAR THE SEAL OF A COR STRUCTURAL ENGINEER REGISTERED IN THE GRADE MAY BE_ VIBRATED ONLY AROUND UNDER-FLOOR DUCTS, ETC MATERIAL TO BE SHOP CONNECTED TO JOISTS AND DESIGNED AND FURNISHED BY STATE OF OREGON. 1.. . 1 '-0- - 6 CAST CLOSURE POUR AROUND COLUMNS AFTER COLUMN DEAD LOAD IS APPLIED JOIST FABRICATOR. o�'� .,_•, a3 -1- 04200-03 7 UNLESS NOTED OTHERWISE ON DRAWINGS, ALL CONCRETE SLABS ON GRADE SHALL CONTRACTOR SHALL SUBMIT DESIGN CALCULATIONS BY A CML OR STRUCTURAL '' BE BOUNDED BY CONTROL OR CONSTRUCTION JOINTS SUCH THAT THE ENCLOSED ENGINEER REGISTERED IN THE STATE OF OREGON FOR REVIEW PRIOR TO SPECIAL INSPECTION PROGRAM AREA DOES NOT EXCEED 400 SQUARE FEET MANUFACTURE. 3 ADDITIONAL TRUSS JOISTS WILL BE SUPPLIED AS REQUIRED TO SUPPORT ESTABLISHED PER 1994 UBC SECTION 106. 108 & CHAPTER 17 MECHANICAL EQUIPMENT. ._ ,..----.- CONTINUOUS( --� 4. CONTRACTOR MAY SUBSTITUTE EQUIVALENT COMPOSITE WOOD-STEEL TRUSS MASONRY JOISTS HAVING A CURRENT I.C.B.O REPORT. CONTRACTOR SHALL BE RESPONSIBLE II 3) P�(3) CO FOR COORDINATION OF ALL DETAIL CHANGES. SHOP DRAWINGS SHALL INDICATE 9011$ �'.'• — ONE VERT. BAR EACH SIDE OF JOINT IN ALL DETAIL CHANGES REQUIRED — -- y •) J SOLID GROUTED CELLS TO MATCH VERT. 1 HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 GRADING, EXCAVATION S-. FILL _ BY GEOTECHNICAL ENG_NEER 4 L, • iIJfI�..,OF ' ,,pI/,r,I 'Awlroa , r�4K rrI50,,1 WALL REINFORCING GRADE N, TYPE I, VIA .. 1,500 PSI, RUNNING BOND FINAL FOUNDATION PREPARAT ION � �BY GEOIECHNtCAI. ENGINEER A 0I. pg.., 2 ALL MORTAR TO BE TYPE S, 2.000 PSI. PREFABRICAT D W TRUSSES -- tT �''1 /■404, ILi/ 3 ALL GROUT TO BE 3,000 PSI. i•�+ CCSI■ 1 4 CMU WALL REINFORCING TO BE AS FOLLOWS --.--- %// w//olotar � 'Li, R//I// REINFORCING PLACEMENT X 1 — VERTICAL REINFORCING I PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT THEIR OWN REINFORCING WELDING r REF. NOTE 6LI _ - RUBBER GASKET WEIGHT PLUS SUPERIMPOSED DEAD AND LIVE LOADS STATED IN THE GENERAL ANCHOR BOLTS & INSERTS X IN CENTER OF GROUT WALL AT CENTER OF WALL, CONTINUOUS FULL NOTES BRIDGING SIZE AND SPACING BY TRUSS MANUFACTURER. CONTRACTOR PREPARATION OF rEST SPECIMENS :( • HEIGHT OF WALL WITH (1) /5 AT ALL CORNERS, INTERSECTIONS, WALL SHALL SUBMIT DESIGN CALCULATIONS BY A CIVIL OR STRUCTURAL ENGINEER -- -- . ft F._ MASONRY WALL ENDS, BEAM BEARING, JAMBS AND EACH SIDE OF CONTROL JUNNTS AND REGISTERED IN THE STATE OF OREGON FOR REVIEW PRIOR TO MANUFACTURE CONCRETE PLACEMENT ;< _ _ --- AT INTERVALS NOT TO EXCEED 32" O.C. UNLESS NOTED OTHERWISE. CALCULATIONS AND SHOP DRAWINGS SHAH SHOW ANY SPECIAL DETAILS EPDXY ANCHOR PLACEMENT .4 LAP SPUCES SHALL BE 48 BAR DIAMETERS FOR GRADE 60 BARS. REQUIRED AT BEARING POINTS. ALL CONNECTORS SHALL HAVE CURRENT CJA.B.O. EXPANSION ANCHOR PLACEMENT K W I., '` DOWEL ALL VERTICAL REINFORCING TO FOUNDATION WITH DOWEL S APPROVAL , ,_.._, _ .___ LI 1'-6' _ 1'�i"_._ TO MATCH VERTICAL WALL OR COLUMN REINFORCING. ADDITIONAL TRUSSES SHALL BE SUPPLIED AS REQUIRED TO SUPPORT MECHANICAL REWORDED "►' HORIZONTAL REINFORCING: EQUIPMENT. PREPARATION OF TEST �;PECtMENS _�'—�X —~ _ NE.. LAYING OF UNITS _ X 7/ I �� pyr pers / (2) �JINMINIMUM8` GROU1 ED CONTINOUS BUND BEAM AT ROOF, ANDREINFORCEMENT .ACING/GROUT Sr'ACESXyn/ — WRAP REI;VF. W MASTIC FOR BOND BREAKELEVATEDFLOURLINESAT TOP TWD BQT10M OF WAIT ANO AT SPACINGr ?'` NOT TOEXCEED 4'-O" O.0 VERTICAL. PLACE THESE BARS CONTINUOUSCOLD-F�D s' � GROUTING OPERAfi0N5X NDBEBARS THROUGH CONTROL J()NT WRAP A'ASTIC TAG'E' FOR 1'-6" EACH SIDE OF --7 "�� CONTROL JOINT. PROVIDE BENT EJARS, TO MaTCH HORIZONTAL BOND STRUCTURAL STEEL �. REAM REINFORCING, AT CORNERS AND WAD_ INTERSECTIONS TO MAINTAIN ..__. 1 //� � '�/% //A-7A N T SPLICES ALL COLD-FORMED STEEL FRAMING SHALL BE FABRICATED AND ERECTED IN WELDING OF ANCHORS do 5TUh5 X .�... '�' FOND BEAM CONTINUITY. LAP , L CES SHALL BE 48 BAR DIAMETERS /1'; '/.. %� FOR GRADE 60 BARS. STAGGER ALTERNATE SPLICES A MINIMUMACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE METAL DECK WELDING X IQ �'!r /�� OF 40 BAR DIAMETERS. WITH THE LATEST EDITION OF SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED o //� STEEL STRUCTURAL MEMBERS BY THE AMERICAN IRON AND STEEL INSTITUTE. EMBEDDED PLATES X �`� W 2 STEEL FOR ALL 14 AND 16 GAGE STUDS AND JOISTS, AND FOR All. DIAGONAL w Lt.i ---- CONTROL JOINT TE►ISION STRAPS SHALL HAVE A MINIMUM YIELD STRENGTH OF 50,004 PSI. STEEL SHOP WELDING �! ~— � � �� FOR AU.. 18 AND 20 GAGE STUDS AND JOISTS, AND FOR ALL GAGES OF TRACK, SINGLE PASS FILLET WELDS < 5/16" AAA I /�//i ACCESSORIES AND BRIDGING SHALL HAVE A MINIM JM YIELD STRENGTH OF 30,000 x REF. NOTE 4 • NOTE: BOND BEAM BARS CANNOT BE FILLET WELDS > 5/16" X -� REF. NOTE 4 Oj LAPPED WITHIN 8'-O" OF THE CONTROL I DEFORMED BARS ASTM A615, GRADE 60. WELDED BARS ASTM A706, GRADE 40 WELDED I'SI STEEL NOTEDHALL BE GALVANIZED AT LO%AT10N5 EXPOSED TO WEATHER AND I PARTIAL COMPLETE PENETRATION X REF. NOTE 5 V • JOINT WIRE FABRIC PER ASTM A185, WIRE PER ASTId A82. WHENEVER ON THE DRAWINGS. 1, cn ALL STUDS SHALL BE SECURELY SEATED FOR FULL END BEARING ON TOP AND 1 « ' 2 UNLESS NOTED OTHERWISE, LAP SPLICES SHALL BE CLASS `B• TENSION LAP SPLICES. ,_: IN ACCORDANCE WITH ACI 318, CHAPTER 12. LAP SPLICES IN COLUMNS SHALL 3E STANDARD BOTTOM TRACK. t►NLESS NOTED OTHERWISE, PROVIDE DOUBLE STUDS AT ALL Flap WELDING /1 COMPRESSION LAP SPLICES PEP LATEST EDITION OF ACI 318. JAMBS, CORNERS, INTERSECTIONS, BEAM BEARINGS AND JOIST BEARINGS ~SINGLE PASS FILLET WELDS < 5116"-4 X REF. NOTE 4 — 1 < 0 UN • 2 CONTROL JOINT IN MASCARY WALL STAGGER ALTERNATE SPLICES A MINIMUM OF- ONE UAP LENGTH. LAPS IN BRIDGING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION WITH THE FILLET WELDS > 5/16'` X REF. NOTE •4 , , 5 ^' Li. WELDED WIRE FABRIC SHALL BE MADE SO THAT THE OVERLAP MEASURED BETWEEN FOLLOWING MINIMUM REQUIREMENTS: _ —_ l SIA 1- _ '• -0" t FOR NON-BEARING WALLS, PROVIDE BRIDGING AT MID-HEIGHT FOR WALLS _ PARTIAL COMPLETE PENETRATION X REF. NOTE 5 ,ry - 04200-02 OUTERMOST CROSS WIRES OF EACH FABRIC SHEET IS NOT LESS MAN THE SPACING OF IV J Q - CROSS WIRES PLUS 2 INCHES. LESS THAN CR EQUAL TO 10'-0" HIGH, AND 5'-0. 0 C. MAXIMUM FOR LIGHT GUAGE METAL FRAMING WELDS _ X _ 0 WALLS GREATER THAN 1O'-01' HIGH. FOP BEARING WALLS, PROVIDE 3 PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT CORNERS BRIDGING EQUALLY SPACED AT 4'-O" MAXIMUM. IN ADDITION, BRIDGING ", '� AND INTERSECTIONS OF FOOTINGS AND WALLS. REINFORCING BAR SPACINGS GIVEN ARE SHALL BE PROVIDED AT ROOF LINES AND ELSEWHERE AS NOTED ON THE. PROGRAM FOOTNOTES. )i r MAXIMUM ON CENTERS ALL BARS PER CRSI SPECIFICATIONS AND HANDBOOK. DOWEL ALA DRAWINGS, SOUD BLOCKING SHALL BE INSTALLED IN LIEU OF BRIDGING 1 . THE ITEMS CHECKED WITH AN "X" SHALL BE INSPECTED !N ACCORDANCE WITH UBC I ( C' VERTICAL REINFORCING TO FOUNDATION SECURELY TIE ALL BARS IN LOCATION BEFORE WHERE NOTED ON THE DRAWINGS CONT. 2 #5 PACING CONCRETE CONCRETE COLUMN DOWEL EMBEDMENT SHALL BE A STANDARD ! CHAPTER 17 BY A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING ( FACE CF OPENING 4 ALL WELDING SHALL BE PERFORMED BY WELDERS EXPERIENCED IN LIGHT GAGE AGENCY. FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS REFER TO THE BOND BEAMCOMPRESSION DOWEL. EMBEDMENT LENGTH ACCORDING TO THE LATEST EDITION OF ACI ' 2'-8" 9'-4" 2'--8 BELOW STEEL FRAMING WORK MATERIAL_ SAMPLING AND TESTING SECTION, THE PROJECT SPECIFICATIONS AND THE DRAWN �� SC _ REINFORCING318 SPECIFIC GENERAL NOTES SECTIONS. THE TESTING AGENCY SHALL SEND COPIES OF " PROMO PROVIDE 1) SIJ STIRRUP 1:PROV1DE1 ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE ARCHITECT, CHECKED Bti• LW REINFORCING AS (2) #3 AT EACH CELL (2) #3 P.T. WOOD PLATE 4 CLEAR CONCRETE COVERAGES AS FOLLOWS: PER 4/S40 -- TIFRRUP I R PS CAST AGAINST Sr PERMANENTLY EXPOSED TO EARTH ----3" ENGINEER, CONTRACTORS AND BUILDING OFFICIAL. ANY MATERIALS WHICH FAIL TO '', i , . /1 • Al EACH AT EACH CONTINUOUS (2) MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE F EXTEND 2'-0" ' CELL ! 4 l CELL I EXPOSED TO EARTH OR WEATHER '��, c ' PAST FACE OF 4 #5 BOND BEAM b OR LARGER 2" ATTENTION OF THE ARCHITECT. SPECIAL TESTING REQUIREMENTS APPLY EQUALLY TO cj .4,(I. *► 1't Y7 OPENING I REINFORCING5 OR SMALLER 1 1/2" ALL. BIDDER DESIGNED COMPONENTS. v ei3M�t '�y� COLUMNS (TO TIES) 1 172" 2. SPECIAL INSPECTION IS NOT REQUIRED FOR WORK PERFORMED BY AN APPROVED "-` -�, "' e..�.,f �Y r • �""'�" BEAMS (TO STIRRUPS) 1 1/2" FABRICATOR PER UBC SECTION 1701 .7 i' IP ' I + '��` A fPr ; -j- ALL OTHERS PER LATEST EDITION OF ACI 318 `�►, - 3. CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON THE1r tt•`� 2 tr , ,,, ,..r' Mk INSTALSSITE AT ALL TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION *CNA �y� . i ' ' r' t• ��'; ? �'�{' ..�m�' , ,".' (UBC 1701.6.1). PERIODIC SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR EI L ' I ' ' -'+ I 'soli -PIA IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT ALL WORK REQUIRING r • I. L 1 MISCELLANEOUS STRUCTURAL STEEL TO BE ASTM A36, FY*36 KSI, UNLESS NOTED SPECIAL INSPECTION IS IN COMPLIANCE. EXPIRES -- "1 , . +� ar�w�wn/ Ar rw��A►�we�ax • S S U E D R�' t OTHERWISE. 1 -r SOLID GROUTED -� I. 2 TUBES TO BE ASTM A500, FY 46 KSI; PIPES ASTM A501, FYi•36 KSI. 4 ALL WELDS SHALL BE VISUALLY INSPECTED. • ' __ _ I �_,_-. MASONRY LINTEL L 1_ , 3 BOLTS TO BE ASTM A307 BLDG. PIC.. - �' I Z 4 WELDING TO BE BY CERTIFIED WELDERS USING E70XX ELECTRODES IN ACCORDANCE 5. ALL COMPLETE PENETRATION WELDS SHALL BE TESTED ULTRASONICALLY OR BY USING 02/09/98 T T L �_ WITH AWS STANDARDS ANOTHER APPROVED METHOD. ^� CITY COM: 03 11/96 ''� L_ _i_ 5 ALL STEEL TO HAVE SHOP COAT ` ' ` r .1. .. l 6 STEEL FABRICATOR TO SUBMIT SHOP DRAWINGS TO A/E FOR REVIEW PRIOR TO 6 PERIODIC SPECIAL INSPECTION IS ONLY REQUIRED FOR WELDING OF' ASTM A 706 `` OPEN FABRICATION REINFORCING STEEL NOT GREATER THAN NO.5 USED FOR EMBEDMENTS, PROVIDED *- I- .---L- -I_- 1- 7 STEEL WASHERS TO BE USED AT ALL BOLTED CONDITIONS. THE( MATERIALS. QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS ARE I __ �_i L�.J _ ,.T. Fl-L r, 8 BRACING RODS TO BE INSTALLED TAUT; ONE STANDARD TURNBUCKLE PER ROD MA/ VERIFIED PRIOR TO THE START OF WORK: PERIODIC INSPECTIONS ARE MADE OF WORK BE USED. IN PROGRESS: AND A VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO SHIPMENT -- T 1 T 9 LATEST AISC AND AWS CODES APPLY ALL CONSTRUCTION FER LATEST AISC OF SHOP WELDING. T I , r 1 HANDBOOK. ,.�„-,-. i _.r•...1 _,__I_- _�. :1 ___ .:Ii ._ 10 ALL EXPANSION BOLTS SHALL BE `RAWL STUD" ANCHORS OR APPROVED EQUAl WITH . i .- LC.E10 RATING FOR MATERIAL INTO WHICH INSTALLATION TAKES PLACE c►•AwiNo TITLE 11 AU REFERENCE TO HEADED STUDS SHALL INDICATE AUTOMATIC WELDED HEADED STRUCTURAL NOTA a STUDS (NELSON OR EQUIVALENT) TYPICAL DENS L_ NOTE. TYPICAL VERTICAL AND HORIZONTAL REINFORCING L lit I'yx-UUU/II NOT SHOWN FOP CLARITY 12540 SW MAIN SIREI.I PROVIDE SPECIAL INSPECTION AT MASONRY LINTELS PO 20 of 22 WITH SHEER REINFORCING S i/ 0 ,, *LINTEL SHEAR REINFORCING " 6 4 V-0" or ll.►os7NO' 97125.01 . -1.1.1*,..............—.-, —a. If this notice app a.r. s clearer than III►• JUN 0 2 2000 dOcnn►rnl, the document is of marginal quality I111C1'(1f1II11C(' ST1111i11111/ 111111111'W i I1I1I1I1I;IjI i I1li!1II!1I1ijl i1l1!1f�l�l�i ' '''A' r��.; :;I�i�l;; I• '�Ij:Il�i�i�! i i�l ,i�i�l�;,! I�lil�f�l�iil,! ;�!�lI!�!jl�tl ; , . ., 1 INCH 11,.. .aI11A ir u �- ti —lT_ _ tT - _ _. - iT _iii IIIIIIIIIilll1 IIID!!llI!11(�(I, II j�I(lll:`lIILI�III Illi��lll iiil�Iill�l) !�lll _IJ11�11111�!li�lllt l!!l�Iltl IIIIIIII!!��11�11I!IIII► !I11{I!IIIII!!I!!!I�IIII!!!I!kIIIiI'!!�n!t ntIli .1. .! 1�!,��tll,ll!�! I►11�!(,'�'i11�1;;1lI;II�!!!1 !,III!!!!I!!II�II!! I!lt�ll!jlllt11111��+' .�• —_ __.______,_._...._ -_. ___ ._.._ ._.__. ___._•-----_ --- — _ 1 -4" 66'-0" FOUNDATION NOTES: o 41 6;-0"— 12'-•6", 0 12'-ti" 17'--2' 7'-10' 10,-0" �` + /L... SEE ARCHITECTURAL/ It1EC11AMICaI ORAWM�KS FOR DRAINS, SLOPES, F. A \C �� 0 AND OTHER FLOOR OEPKESS IS NOT SHOWN 5 ` v' `-' 2 SEE ARCHITECTUR/4. DRAWINGS FOR DIMENSIONS, ELEVATIONS, AND .0 l +� WALLS NOT SHOWN. ` r • 1 w " M I " ptJtNp 81 ( 7.1-0" 7 -0 7'-0 7'_0 7' -0 7'-0" 7'- 0 I'- 6 b �" 3. SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE, SPACING, AND 4 r ....---r—......--#-..-...---...__ __.----li._-------.....3,_640.T....i.r..—..._..110.„.„..............____#._____+—_....0...---,- I I CALLOUTS AT NON--LOAD DEARING WALLS. 4 0 N 1g. 1 1- 1 '�° II 1 4 SEE SHEET SI 0 FOR STRUCTURAL NOTES AND TYPICAL DETAILS. ;v pi M 11 I 10 I (� - "- "T`" ✓. .'.►.vrridr'..r ry.Y �w.rurrllr.Hca•�.al/��.+w►:arwaI g►.•vii�iIw..r a�.Ii.�i..�I w+r�♦ra�ie.� fr�►�r.ri� 5 SEE SOILS REPORT FOR ALL FOUNDATION AND SLAB SUPPORT 19o 1-- in - If r �•- •- 4 t_ +- - •-) • REQUIREMENTS. THIS IS TO INCLUDE ALL EXCAVATION, FILL. AND N C+ » 20 ' FILL PLACEMENT REQUIREMENTS. n tt. 4 I i ..�-7.__ J L_ — # Ido r 8- -- , 1 �� IA I f I I : 1 ! r _ °i b VERIFY ALL WINDOW AND DOOR WIDTHS AND HEIGHTS WITH ARCHITECTURAL ' I 0 1 1 i , . __ I i `� DRAWINGS. • 0 1 l N 11 �' 1 I I r l N l SLAB TO 81 CONSTRUCTED BY FUTURE TENANT CoD - K7 1 in I f 0 I , I I I I 1 -- " 1 - " I 0/ ( ac, LEGEND t I I 18 T-` r ! 18 1 I �' 1..GVGNDZ .. • 1 18 a -- �1 I I I C>---- — '1a -- + I __._� _ �`(�`�i. �— ._. _-r.__ �T i �� I ii': —I -- --'4--�— L— -- / 1 00.00. SPOT ELEVATION 0 (.-) 18/1- 8 I . t 2 y 3 18 1 18 4 i CSJ CONSTRUCTION JOINT I i I I^ - r CJ CONTROL JOINT I 4-- i' 1 ! ( I I 8- CMU WALL ��"" + I I ! to XX PIER DIAMETER (INCHES) 'y ' I - PROVIDE (6) ADDITIONAL. #6 1 0 *;' LQ I I l I (v XX PIER LENGTH (FEET) D • , .+ ( 1 1'-3'L1 CENTERED • DER COLUMN 7113. I... (SPACE 0 6 0 C.) I I ILi j A. �' OD 18 ' ! I 18 �, 20 20 20 ! I 113 p `, f Ci4 ' ------tv � ..�. X11.___ <`' ,. rt` .,,tr— 1 „,•, ,,,,,,,,k ' . .@)----- — I 1 -! + I`! �.. �-.�. F (. ADf)lT1(�NA� I -- 1 _ -- - .- U PIER SCHED�. LE • I � CENTE ED ABOVE PIERS ' .�- ---- ' 1...J I I ! l! �y__2_0 (sPAC ® s' O.C.) ' 1. 1,•.1_i8 , '� a tile DIAMETER (1N•) FUJIGT: (� c��lcmr (�aaS) commaiI N� 20 I I �, 12 18 12.5 ...... ! i I 10 17A (T.A Ic.) 12 20.0 , . ;. 1 I 4 1 ,..„,,.., -R I ! I I 18 8 15.0 12 24.0 LU ., ”, „. 18 12 --- 14\1 -,-1-7/ 1,..,( / 1111:174—i r_/ _�! 1 e_zelir I % 10 22.5Ct F— __ �-- - �► — t.. j ' __ _ _ I1 - � 0 12! 4'—0" J le• hK' 18 v� 8 b -6 8 -0" II '` 2 "' 24•-_ i1 _ 10jitC2L ! I ! I 12 : _ 0 37.0I Et m -72\ L S'. O ( (� , 1 !�'„+:Jy t 11 '7_,,, /22--/-- l_� ) I 1 1 1 . NOTE t ni'. J pI J r'ROVtOE (6) ADDITIONAL #6 ! t N CAPACITIES FOR PIER SCHEDULE PROVIDED BY 1 / ill A L � •,J I \ CENTERED DER COLUMN I I I GEODESIGN, INC. ON AUGUST t 2. 1999. V SPACE 0 6 O.C. I 18 18/ 20 20 I 1 -i'1 I I I `t 2 / 12 tyfr 1 B """� Z L I fO , n � ; - --- — --- __ __ ! 4-....� I;J M.%• Nid!, IE II '! — ' Q NOTE: ( . OF PIER OF WALLL I ! 11 I I 1 I 111 P o.c } �! ti--; -l I I I1 JI r- 1) •""'-`_ �` 18 TYPICAL---UNLESS NOTED 1 I I I to 1 L.`.� I ► I 20, 20 I go - OTHERWISE Lii Q' ii.,. . Isk- g 20 oPi 1 12 r� ..: ;-- ci. re _ .. , . 0 C's4 4 0 ° ' ' . , µ "'s;;: 18 1 I t (1) 0 .• • I tt N ,, t I is 18 I j0 t8 t1_18 1 �nr1C)\-.K.-"-k- p 11 � ° • 4, * r&-,-- Ilt :I 1 P 1 I -- ----At— -- o CL. , F— ___-. . L.' _i _` ' I L_( 4_J 4,4 13111 I 18 ` t8 ` 12 — t I I I I I C RAWN BY: RBW/CST 4,,m#' O 0I I 11 18 12 ! I ! ( CHECKED BY: GML I 1 % -::(-A1 '14'4 rs 1 ! ' t 20 18 _0" 13.-9- L. 3 -9 4'-i18 b 13.-2" 8 —2 1 fi " —�. 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';IIII+I111111 ir 11IIIIIIIIIIIIIIIIIIillllll I • 1,'4" _ 66' -Cr _ _ __ _ FOUNDATION NOTES: of 8�• _.______...12 .6. ...__ __ .._.i2._8., 17,`2" 7 "10� 1q Ao" --r _ ._.____.__ • v I' 4. (� I. SEE ARCHITECTURAL/ MECHANICAL DRAWINGS FOR DRAINS, SLOPES, w A () C C. 51) AND OTHER FLOOR DEPRESSIONS NOT SHOWN. + Z _a 2. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS, AND N 2 4 WALLS NOT SHOWN. .c, _ _ T 41 r,(4. �1 7 -0` 7'-0" 7'-0" 7'-0" 7' -0" 7'-0" 7'-D" 7'-j" 6' -8• 4.' of- -� � 3'-6 6'At_ ,-__1,0_ � } __08___..- - - 3. SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE, SPACING, AND 4 ti to 11 i ,�--It _ CALLOUTS AT NON-LOAD BEARING WALLS. <o a 4. SEE SHEET Si0 FOR STRUCTURAL NOTES AND TYPICAL DETAILS. I,. N 1� 1. 1 1 'v 1 : 1 : N 1 ; (�� Z .2 i ' �w-•r��'w'w�.'+r��rr sarialw�r a r•'/Y►�`.w�r�1r/��LI�I�Ii/I�rI IIiIIati I I I L•►�.• ��r►�p`. 5. SEE SOILS REPORT FOR ALL FOUNDATION AND SLAB SUPPORT N ()fl n • ! `� + 2 1 , REQUIREMENTS. THIS IS TO INCLUDE ALL EXCAVATION, FILL AND o '" ' ! 1.. _ i j _ ,..f:020_ , o FILL PLACEMENT REQUIREMENTS. cw 0 W I 1 1 1• 18 I na , L ' 1 r b. VERIFY ALL WINDOW AND DOOR WIDTHS AND HEIGHTS WITH ARCHITECTURAL C.1 IAr-----1_ I ! i I I, ,, o DRAWINGS. I I 'i I ! I I ;n iv 7. SLAB TO BE CONSTRUCTED 9Y FUTURE TENANTCD . I 1'-- " 1,- " i I ( - 18 I 18 la -4-------r4 i� , 18 ' C) LE GEND 17 r � . 1 1 .I I t -- Z • • - _ :• Ifl,---- -- .._ _ _ -.......11/4. .................) 1 • i�' I - r- 0 t�� SPOT ELEVATION ��+ • 18 T .118 � I ' I 18 - _}g o U. I l `3 \ I ___ ' 1 CSJ CONSTRUCTION JOINT • I I CJ CONTROL JOINT I0 I ! I ( o 8" Ct1All WALL. I .ter 8" r XX PIER DIAMETER (INCHES) cv I PROViUE (6` AUpiTIONAI. a I I o I 1'-,3 �^ CENTERED ►? COLUMN I 1 N /XX PIER LENGTH (FEET) 1 TYP. / (SPACE 0 6 O.C.) I I Q -T I I ~� _12 .1 1. _ 20• 20 I I ID f `�11�-- �.tib:.`--1 I L..__ ,, -fr CO �3) -- ! ---1 I I ,-1- -- 1 ;: 1 _(.SJ �wn1Y►pNAL ► ♦ -+- 1 -- - ] ___, , L` 1 ELATEcFAC ED A90VF. 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