Loading...
12520 SW MAIN STREET (2) FOUNDATION NOTES: - --,�--6,'0" --------- ---12 ;--6"-- _--------_12 wg" t'.`2" 7,110" IU7_0" �` `.r "• 1. SEE ARCHITECTURAL/ MECHANICAL DRAWINGS FOR DRAINS, SLOPES, A B C C.1 D E" AND OTHER FLOOR DEPRESSIONS NOT SHOWN. IT 2. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS, AND N r WALLS NOT SHOWN. >a n r, /2 4" I i Q m f` 8" ( 7 -U ?' o" 7'-0" 7'-0" 7'-0" 7'- 0.. 7'_.0,. _ " 6 -a" �.: o o, N to 3. SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE, SPACING, ANU Q 3'-6 .3 -6' CALL.OUTS AT NON-LOAD BEARING WALLS. '( 000 '( N N rG I 18 1 '8 4. SEE SHEET S1.0 FOR STRUCTURAL NOTES AND TYPICAL DFIAILS. � p� 1 1 1 1 I n ! i 1 - 10 1 t0: 1 1T) In 00 ---_ ----- 5 SEE SOILS REPORT FOR ALL FOUNDATION AND STAB SUPPORT I 18 L_u t � 4 - - -- — - ! REQUIREMENTS. THIS IS TO INCLUDE ALL EXCAVATION, FILL AND ° X ! - - 1 1 { 1 a 20 I = FILL PLACEMENT REQUIREMENTS. IInn a W L 18 12 ! 1 °i 6 VERIFY ALL WINDOW AND DOOR WIDTHS AND HEIGHTS WITH ARCHITECTURAL DRAWINGS. C) I I '~ i I I I 7. SLAB TO BE CONSTRUCTED 8Y' FUTURE TENANT 20 18 t I I 18 c -----j I 18 ! <� I L� EM 1 1 1 18 18 O -1 I ! z 1 t -W � I ! I �" 18 100.00' SPOT EL E-VATION CSJ CONSTRUCTION JOINT 1g 1 11 18 r 2'-3 t0 I I I I! CJ CONTROL JOINT j 8" CMU WALL I I I I I I XX PIER DIAMETER (INCHES) PROVIDE (6) ADDITIONAL #6 I ! 1 o LXX PIER LENGTH (FEET) CENTERED UNDER COLUMN I i TYP. -,k (SPACE 0 6 U.C ) l '0 18 I ! ! 18 «� 20 I 20 10 ! I ! w4 18 CA (3)ADDITID I _. ! _ _ PIER SCHEDULE CENTS ED ABOVE PIERS Pei {SPAC ® 6" II 'r`-` DWIiETER (IN.) LfNGtl�i (tom CAPAC(lY (KIPS) c} 2 - - 20 20 ! t - 12 i 12 I �„F- - I ! %�� r 16 8 12.5 ,,,j to 17.0 12 20.0 ! a d ! I I I ► , o —18 - - 8 —_ _ 15'0 .ate 10 20.0 -.--- 12 24.0 - 18 ( ! ! 18 18 18 11 i 20 I 18 - - ---- - ----- 12 ! CT 1 20 8 17.5 r`. I !` ! 1a i,t_ _ 10 22.5L_ .. J a _ 12 __ 27.5 �t8 / a ) !� - ! ` 18 �1 24- -_ 8 _ 24.0 W 1 ! I 6'- 6" 8' 0" 1 1 ' 12 �' 10 30.5 _ 2 2 i 18 20 , 1 12 37.0 -. !,L-- I I I o r- 1 I� ! ' �? NOTE: r n 'I FIRC`lIDE (6) ADDITIONAL (f 6 ! I CAPACITIES FOR PIER SCHEDULE PROVIDED 8Y V �_ /_) ! zl -Tr CENTERED U DER COLUMN I I I , GEODESIGN, !NC. ON AUGUST 12, 1999. (SPACE 0 6 O.C.) 12 1 18 ! ! 20 - ZO II ! 20 z Z ! I 12 _ . � e / 12, I ! I 12 I 12 .._ �'� Q O 5 -- - - I - - --- ► ! �- ----+-- --+- C NOTE: OF PIER ® (L OF WALL ! I ! ! CIENTE ED ABUVE PIERS I- ( I L-- (SF'AC A 6 U C.) h ! L I �- TYPICAL- -UNLESS NOTED 1 ! I ! 18 !! t _ ! i! 20 zo i ► l "2o �8- OTHERWISE w Q� -127 12 12 11 1 1T 0 720 I 1 + 04 + I ! ! 0. 18- 10 2 1c12 I 1$ i I ! 18 18 18 ! ! I , 18 i 10 L -1 t1 , !._�_I*I�i 18 I 18 18 ! r 20 8 1?. 1 12 I1 I I URAWN ey. RBW/CST �, ! ( ! 18 CHECKEo BY: GML o -- , I 118 ! ( I o Q � t r -0" 13-y"M_ 4"-6' 13'_,2" 8'-2_ ! 18 I i L _I1O 18 18 20 } -�. NF1, !T 18 log It 18 C) 18 18 18 18 ° 18 18 12. * o �D 1to E Mrs" I ! ISSUED DATE Q ISSUE: 08/17/y9 w rYP. TYP COL. I 4t cyl �ir=�nWING TITLE: �—� >n PIER PLAN LAYOUT c It I u n+ 7t • • � n1c�1►tHI PER LAYOUT PLAN 1 ( A o , III QE vo m 12540SW MAIN 5"IRGI.I PG .r.._.�,�....�.._........._�,_,_....__......_.._..._ _---..-.•------._�_._.._�:�..__ _._�.�..._........:_.__._..,-.._ ___....._.,.... ..�.—........__......._...._.._. ._.___—_._•. - ___.__.�®�___--- __ 109 NO. �, r wo ­iwmio mom 1 . �- : r: II' 111k notice appear, cleaver 111:111 Ills• JUN O 2 2000 docuwem. the Ilocunlent is of n1ar1!inal wl;lh,.% . ~ n11�•r��tllnl���l Till Illliil ' ll � ! iiii ' III i I I I I � i l►I , III II ; SII j 111 l II . IIIili �l � II : ! li I I I� . ,Iliji�, i j �lj i!i til iii�i 'i itil ;i I ISI I i!1(I I;I I �I�I�I►Ijlli flIllljl� I• I'!° INCH (MADE IN CHINA 11 —ir1 17 1= 1 — ii fN — - I I! hull II Illi it lilt I I I I I i I I li I. I t: . t I I I I 1 '' ! III II I�Illi, I IIIII li�...i!llllli�l IlI�„ I..! , ! ! !:11111 ilii:: lull!' illiilii� li:iii I�ili�illiii i�iilii,,,, I � { I 1111 I u 1 lin tl tt 1 tt n 1 11411 ntl , ttt,{nit ti�i itis n� to u n tt 1 � /; I�I 11111 I t !. � ( I ,,, l i II , .!!li! ,,, Ili., ,,,, .,1.,,..,1..... , ,.• ,. . . Ilii,{�lli...Illfl.Inllll,•„.!III.„l,�III„. ,.�III..II!!�illullll�i„��ilin: 11! I� .•I!!il I,III,,. e 1 - CENTER OF CEN ER OF GENEOk f�rJTCS_ ` ` _ I COL I I I COLIJJMN I I w 66'--0" 66'-0" 1. ALL GLULAM HEAM�S SHALL h ka„0" CAMBER UNLESS NOTED OTHERWI 1 ---- .. - _ --- 25'-0" -- - --- 25 _0 - 10'-0" 31' 1)" 35'_0„ - - -- R ! N N 1; 6'-0' _ 2. VERIFY SIZE PMD _UCAT!OM IOF'�1l_L MECHANICAL PI=NETRATIONS WITH - -_ - _--- - ARCHITECTURAL AND MECHANICAL DRAWINGS. ` �N N 0 3. MINIMUM SHEATHING DIMENSION SHALL BE 24' AT BOUNDARIL.S AND Q1 i CHANGES IN FRAMING UNLESS ALL EDGES ARE BLOCKED. 1010 �-- r N N I ! ( 26.83' 4 26.83' 28.83' 4 26.83' -` N v S5.0 9 S5.0 T.O.S. S5.1 T.O.S. T.O.P.- S5.1 I I T.O.S. LEGEND 3 o N j If ---- - - 1 -- -- - - - -� - (A N 4� �J '7 olo '_ . 0_� - - - - - _ - - TOP OF PARAPET ELEVATION 0 a �x -- - - - - - - _ -�-�J -- _ _ 3 T.O.P. N 0 w s >nd �- t� � - - - - --- - --- - - - - - - _ 100.00' 4 A- T.O.S, TOP OF SHEATHING o - -- - - - - - --� -- - -- I -- - __ _1- -- - -- - - - - -- 2 51 3 x =� - --- - - - -x - I EN , - T KEYNOTES - -- S5.0 STAIRS /. (3) 2x10 S5.1 - - - - -u� \ - -1 �- - - - - - - - - I - a 5/8" APA RATED (40/20) PLYWOOD SHEATHING-- NAIL W/ Iii - - ---- - --- 4 - - --- - - - 10d 0 6" o.c. AT PANEL EDGES. 10d ® 12" o.c. 26.83 3) 2 x 8 WOOD IN PLYWOOD FIELD. PROVIDE PLYWOOD SHEATHING CLIPS AT - - - - -- T.O.P. LINTEL-- TYP. MIDSPAN OF ALL UNSUPPORTED EDGES. 1 - - - p - --i r- I o - 0 A RATED (40/20) PLYWOOD SHEATHING-- NAIL W/ - -- - -- - 2 10d 0 6" o.c. AT PANEL EDGES. 1 Cd 0 12" o.c. -- - - - - -- - --m - -- - m IN PLfW00D FIELD. �- --_ I WOOD(HEADER 8- - - --- - - - _ 4 x 8 P.T. WOOD LEDGER WITH 3/4" DIA. EXPANSION J -- - --- --- - o � - -- o TYP. SEE SEE 1,/S5.2 BOLTS tl� 2'-8" o.c. O N _-_ _ _ _ _ -N _ _- _ CJ 1/S5.2 0 -T7 - --- - - - - - --- - - O PROVIDE: ADDITIONAL JOISTS AS REQUIRED AT FRAM114G x I - - - - -x ( - - - - - - x ---- - ---- - -- - --- - - -- - - -- - - - -- - - - - AROUND ROOF OPENING. �, � i�`- oo � 25.83' 5 SIMPSON HC2CTA9-6 HINGE CONNECTOR -- = I - _ - - - - - -,� -- - - � - - - I - - - - -- - - - - - - - - - - - - -- - _ -- - -- _ TOS (4 - T.O.S. �� SIMPSON HC2CTA9-7 HINGE CONNECTOR r- _ _ _ _-__- _ In `'-�i - - - - - --- - - - - -- - -- - - - - - 3 - - - - - - -- - - - - -- - .� - - - - - - S5.0 -" `i _ _�J Q 25.00' �� ATTACH ,'.T. 4 x 6 AT END OF SHEAR WALL TO MASONRY r o -- _ _ _ _ - -_ _ _ -- Lr, I T.O.S. WITH 3/4" DIA. EXPANSION BOLTS AT 2'-0" o.c. VERTICAL. ~ _ o _ _ _ _ - ❑ o - _ e _ - 3 c� ® y _ _r DS- - W07 OODFN HW RAMER ME WALLER AT GLULAM BEARING AT cv- --wJ c�a 10 ------ - - - - -- - -�a - - - - - -- - -- - - - --- - _ _ --_.� _ --- _ _- _ -m -- - - m S5.0 - - --- ---- - - - - - - 5 SIMPSON HGLTS ANGER AT GLULAM BEARING AT r H - _ - - - - - - - - - - -- - \ -. _ - - --- - - - ----- WOOD FRAME WALL � 3 4" T&G PLYWOOD SHEATHING-- NAIL WITH - - - --� - - - -- - 10d 0 6" O.C. AT PANEL EDGES, 10d 0 12" U.C. c, -- I- - - - -- - - -N -- - -_- - - - - - �I� - - - - - --- - - - -- - -� - - ¢ - - - - - - -- IN PLYWOOD FIELD - . - _ -- _ _ _ __" - _ _ ___- _ __ _- ._ -- _ _ �n - - - -- O 2X6 0 2'-0" O.C. WOOD STUD WALL WITH 10 00 _4 _ _ -- _ _ -- _ -__ _ --_-_-- _- -_.- 1/2" PLYWOOD SHEATHING ON OUTSIDE FACE-- -- - --- - - - --r'� NAIL SHEATHING WITH 8d ® 4" O.C. AT PANEL -- - �--- - -�- - - - - - x - - - - - ---- - - - -- -- -- -� EDGES, 8d ® 12" O.C. I!v PLYWOOD FIELD II- - - -- - -- - --c� - - - u1 - - - - -- - - - - --_ - -- - --- - - - 25.50' 10, MASONRY LINTEL--SEE 4/S4.0---TYP. - � - t ---- - - - - - - - - T.O.S. - Y �- - -- - -� - 12 DOUBLE TRUSS JOIST AT EDGE. OF FLOOR 4 - ly. _ - r S5.0 - - -- - - -- - - - ---- - - - _ - - -- I - - o - - - - - -- - - - --- - - _ Kcr 3 v -v 1 1 `� o ---- - _ _ - - - - - - - - - - - 13 ATTACH 4X6 AT END OF SHEAR WALL TO MASONRY W m --I - - - ---x - 2'-0" O.C. VERTICAL. ` -_ -- - --- - - - - - - _ LL' ui 14 2X6 0 16 O.C. WOOD STUD SHEAR WALL VVITH � � _ 3 '_ x'15.U' GL.B --� - - - - - - I - - `5.1 I -J - - - -_ - - `1 - --- - - - - o ``'- - - -- / r 1 2" PLYWOOD SHEATHING EACH i FACE. NAIL SHEATHING WITH 10d @ 4" O.C. AT PANEL EDGES, 4 0 111 - - -- - --� - 7� - - - - _ _ _ - _ - - - -3 1/8' x 18.0 GL CD _L - - 10d 0 12" O.C. IN PLYWOOD FIELD �"- I U - - R=1400' �= x 7 15 2X6 0 16" O.C. WOOD STUD SHEAR 8 _ - 3 1/8" x 10 5_GLB- - ci WALL WITH 1/2" PLYWOOD SHEATHING - - u w ONE FACE. NAIL SHEATHING WITH 10d �12 - - - - -^ - -- - - ----- �� - .55 - - - -- ci - -- 0 4" O.C. AT F'ANEL EDGES, 10d 0 12" O.C. JCL = _ _ - _ _ w Q IN PLYWOOD FIELD ■ , - _ _ _ _ _ _ _ I 1 _ mmiiiiiii .. _ - ' - �L__ - --a - !- _ _ m 25.00' 16 SIMPSON HD10A AT END OF SHEAR WALL--SEL �'� O - _ -- - - - - - - - X -- --------- - - - --- - - - I.O.S. DETAIL 7/SS.1 . m _ 10 _ _ -- _ _ -- _ _ _ _N �� 5 I I ~® / I as �1�) - - - {5) 17 SIMPSON GLTS HANGER AT GLULAM BEAM BEARING �_ - I - - _ _ _ - - _ _ _ _ _ __J 11 coo \ / „_-- o t 25.83 _ _ io _ _ _ _ _ _ DS AT WOOD STUD WALL--PROVIDE (3) 2X6 LLJ 0° 1 1 EV R �5.11M - - m -- - - - - ► - - - 10 _j /\ x p _I T.O.S. STUD CENTERED UNDER BEARING. Iy 1 1 S5. SIM. - x I CD , ! . I I I- S5.1 - tQ- I f _ - �' - _ ---- _ _ - _ -� _ - u I s5., f L, �--- �o -- I -- - -- - --- - - - - JOIST HANGERS _ O = 13 `-OPEN FOR STAIRS - u' CD o _ 17 � -3-1713'=x`T-j-0- �Tl� - - - �I ' S5.1_ 3 1/8" x 10^5" GLB_ 3 1/8"-x-18.0'_ GLB ^ I � �' - - -- - - -+� - -- - - - - - - xl - � � R=1400 - NROVIDE THE FOLLOWING JOIST HANGERS UNLESS -�� NOTED OTHERWISE: O ROOF IN u I- o _ 1,�$'� � .2 �1.13 -e - - --� �-- - - 10 u - -- - - - - - ----- - - - -- S5. _ - - - - --- 20" TJI/L60 HIT3520 _ _ _ _ _ _ J - _ _ a . _ - - - - 'n S5.0 - _. _ _ _ -._ 24" TJI/L60 HIT3524 =, - - - - - - - - - - - -- - -- - - -- - --- - - - - - _ -- - --- - -- - - 26.83' Lo t / N rr^^ T.O.P. FLOOR 24" TJI/L60 HIT3522 m _ti 5 - - - - - -- - --- - _ _ _ ^ - - o _ -- - - - -- _ -- - -- - n _ .-- _ _ _ _-.- _ ____ 2X 10 WOOD JOIST SIMPSON JB210 O I -- - J _ - - -� JJ.A - ---- - - �1� - - - JJ 1 -- - - -- - - - - - N - _ - -- C'J - li� - ~ - �- - --- -O =- -- - `� -- - - SJ.1 -- - -- - - u - - - Ln O - - o - -- - - - - - -- ' 1 DRAWN BY: SC/RBW - = 3 x _ N _-_ _ _ _ - -- - - - �' _ - ___14: � - - �D - - � CHECKED BY: LW o S5.0 = -'- "' _ 26.83' - \ - �- - - _ - _w --- - - - - p-�I O -x z k T.Q.S. I C - _ � -- _ -_ A p - cD - - _ --- - -- - - - - --� - _ -- _ ---- 2 - ^ .N _ #1 \� -- - - - - - - ---- - -- - - - 3 s Ro _T FF �.�� - -.- - �9+a - �- ! 'I TI I I I ~I ` 2I xl 10 6711-4lo. . I I I I I ^' S� 126.83' AELPREFABRICATED i� WOOD TRUSS E PIKE 100 T.Q.S. I I I I I -, 0 ISSUED DATE �� 8 x 14.Q 5 1/8' x 24.0 ,� 1187f,< 24.0 I 26.83' i __-_ I -_-- :� GLB GLB 3 10 10 ,I-B T.U.S. - -- - - - 4 BLDG. PMT.: C3 3 ( '� 2 x 8 WOOD 3 C�--- - i S5 02/09/98 r SS.Q �2 S✓ SS ) S5.1 HEADER--- TYP. S5.1 I - t CITY COM : 03/11/98 '4 SEE 1/S5.2 2 CITY COM.: 03/27/98 3 GENERAL REVISION: i1 o I I a 09/22/98 I 4 REV.: 10/02/98 ,^ I 7 REV-7: 05 o U NO CHANGES THIS SHEET - - - -- ---- - ---- -- /21/99 m cn DRAWING TITLE: o PREFABRICATED WOOD SECOND FLOOR dt ROOF TRUSS GIRDER cu FRAMING PLANS i o NORTH NORTH NORTH Q;4��EC OND F=LOOR FRAMING -PLAN __- 2 GOOF FRAMING PLAN 0, 3 PENTHOUSE ROOF FRAMING PLAN l 19 1' o" n S3 ,m, 0 • m Iju 1,911-00010 ro 12540 SW MAIN STREET 1 0 1'G 2 0l 22 _QF 7cn LL; JOB No: 97 125.01 1 !"5A'i 9 n+,��, w ,r'�-�' i rd�'i�,i�j��>�d4+ti"z �,f�,,�'1fiaF ti•'9�.,,,�,r,��Ct,9ifrF ti.'Rw'1F�fJty^ �t",yi,��b�S,�F"! ...-.. •. ... ' If Iltis nolice appears cle"Irer 111,11 IIIc• JUN Q Z 2000 dQcunlenf, the doc'unlent is of marginal Ilu;Ilil;• InicrotIImcd I I I it JI 111111 I I I I I I ( l 1 11 11 1 1 ! 1 i 1 1 �,- ii1 I ; I l 1 ;►� ill illi Ili Ii iiillli,Il i li ililll�liifl ! I IIli�llii li i, , IIIJ1 � i �,' ,r, INCH ! MIMDE IN CHINA LIs _. 1 iT- I 1 1 11 IIIDII 1 II I IiI I 11 II lifil it Illi' i I I' 1„ ( . r.. .l. r . I. .r. ,� 1. . I,..,1, 11fnr) 1 In+ll 1 r111 1 r1 IIS Inr n11u1 1u n 1 In r ' Illl IIII�II {III I.I. Il,ll „IIIJII,1, llli,l. .11llJl I Ilil.,!"1.:,,....111!„ ,lIIII,!!!i!I!EII!:!!! !!i!! illlh:!!!JlII!� ! i ! ! 1 ! !!I! !I!!!! ! ! !!IIwill. 1i111!I{ 1„11111 II li !} II I III }!:,,11 1111„ Illr '1,1111 1'11 I1I11 ! LI ! NII!I.lUilu ! I} �i I !!} i t r, ::11 1 ,��. r .'11 , ..r. '„� 111 III, r- ! t O • . N - ` TOOLED EDGE-- 1/8" DGE-- • OP OF SOLID GROUT FULL DEPTH N --- o . • • . . . . / •• • • i —_ T (4 - 1/8" WIDE SAW tK 1/8" RADIUS 1 4 ..' •.• •• `� CUT OR TOOLED �� _!�- STEEL TUBE COLUMN--SEE FOUNDATION PIAN - SHEAR REINFORCING WITH w JO;NT-- SEE "' 1 l�I .. ... ,. HOOKED ENDS TOP AND BOTTOM CHf RT FOR _ 3/4" ----CONCRETE SLAB-- IL(1) #5 CUNL. EACH DEFrN 5EE PLAN FOR 0 ^A.'. •'ALL SPANS GREA-iER THANSIDE OF JOINT AT SIM2 i" z RE!NFURCING `` �-- PL 3 4" X 1'-1" X 1'-10 #;• ' ' ;�;8 ''J" -- SEE 3/51 .0 � o �•_ - (1) #5 CONT. EACH(LAP SPLICE b' :% - CL STEEL COLUMN W/ 4) 3/4" GIA. EXPANSION ANCHORS - - _ I Q op r, -- -- -- --- CONCPETE SLAB--- n_ SIDE OF JOINT AT 51M?._ /A5 REQ'D AND CONCRETE POUTING o N„, SLAP SPLICE 2'-6' J '�-_ 2 5 TOP REINF. 0SEE PLAN FOR AS REQ'D) �)a ”' --- ( ) 0REINFORCINGiir�� 1 0 N N ---- - I I OPEN END MASONRY UNITS 3 "! n 3" TYP. / �j °O I ! U �N0 70 ll- STEEL TUBE COLUMN--SEE FOUNDATION PLAN 0 f x ` , �•� 1 , , f..�/J (2) 5 BOTTOM REINF. N 0 W Q L) - -TOOLED EDGE.-- ' I ' STEEL BASE PLATE z (2)#6 AT SPANS 8'-0" OR GREATER av o O.,db* OAU SLAB THICKNESS JOINT DEPTH —III-- 1/8" RADIUS SOLID BOTTOM MASORY BOND BEAM UNIT 0h 0 ' I ' 2'-0" x 2'-0" BLOCK OUT 3 112" 1" I I -I I ISI I I— I I , i- 'i'—' I 4" '" CONCf;ETE SLAB-- 'r' I I CONCRETE SLAB SHORE LINTEL UNTIL GROUT REACHES v I I SEE PLAN FOR t I DESIGN STRENGTH 4 112" 1 1/4" ��'� REINFOR(ING 10 5" 1 1/4" a ____-� _._s I s_ s � NOTE: EXTEND GROUTED OPEN END _1 � I ' _ MASONRY UNITS AND r2C:I.F. 16" ?AST 5 1/2" 1 1/2" N v�' - -- 1 . 9, EACH JAMB. IF 16" DIM CANNOT BE 6" 1 1 7" - _ _ OBTAINED, BEND BARS VERT. 16" MIN. / SHORE SIDES OF BOND BEAM COURSE DURING GROUT POUR AS REQUIRED. � 1 -_ SPAN °• 10 h� __ -- #4 SMOOTH BAR X 0,70" - 4 70 24_ I- 1'-6" 0 2'--0" O.C.--- FOOTING--SEE FOUNDATION PLAN 4'-0 8 0 32" GREASE AND WRAP A_ ____-. -_ __-___ 8 0- 12 -O 44 ONE END OR ELASTIC V PROVIDE SHEAR REINFORCING AS PER COVER ONE END 3/S1.0 FOR ALL SPANS GREATER 1 CONTROL JOINT---REINFORCED SLAB 2 CONSTRUCTION JOINT 3 INTERIOR COLUMN TO FOOTING CONNECTION 4 MASONRY LINTEL THAN 8'-0". X4.0 -03300-02A = 03300-03A _ _ ) - M 1 S4A 4., 1' -u" S4.0 3/4" 1' �" �3.3n1 IGI 4. { 1 % " �' 0" W 1' I 1' 4" --- 1 _ VARIES F CENTERLINE OF MASONRY COLUMN AND CENTERLINE OF' CONCRETE FOOTING #3 TIES C 8" O.C. FULL HEIGHT OF ALUMINUM STORE i R;,INT SYSTEM � i I SEE ARCHITEC"URAL 8" CMU WALL I I I 9 _ 4 - _ DRAWINGS S4-O '�` COLUMN BELOW BEAM BEARING - DOWELS TO MATCH AND I I AT SIM. I — SOLID GROUTED LAP VERT. WALL REINF. 3/4" REDIUS i + 8 - CMU COLUMN TOOLED EDGELill i 24 (2) #5 IN CONT. DEEP SOLID I - #4 0 24 O.C. X I GROUTED BOND BEAM i 12j— FIN. GRADECONCRETE PEDESTAL WITH 24 ; /- — CONCRETE SLAB CONC. SLAB --� #3 TIES AT 12" U.C.-- 4 ® 24" O.C. X 12� ^ l'�HERE SHOWN ( )# � 3 TIES IN 70P 5" OF PEDESTAL < , • PLANS •. " d° 'aro T FIN. GRADE r COLUMN. PROVIDE (3) TIES IN TOP 5" OF - -- _�_ �y 8 0 :A68 ° °'�J�'ic °G�Rr - - FIN. GRADE I° - III-III—IIIQ.a7 Li ' I ^III-1 I I-1 I iii=! ► i —=--- - W III—III—I I III 11-1 I I-1 I CONCRETE SLAB = I—III—III' —'III—III— \�- -- 8" CONCRETE STEM WALL T >t • . DOWELS .0 MATCH AND � (2) #6 VERTICAL REINFORCING cO WITH #4 0 12" O.C. HORIZ• - - -- LAP VERTICAL COLUMN � ., 8" CONCRETE STEM WALL - - • t REINF., (2) #4 HORIZ. CONT. 0 I REINFORCING SOLID GROUTED CMU COLUMN _ L WITH #4 ® 12' O.C. HORIZ. TOP AND BOTTOM OF WALL z -- CONCRETE FOOTING V J REINF., (2) #4 HORIl_. CONT. 0 ' ' a I _ TOP AND BOTTOM OF WALL -- l _ CONCRETE FOOTING--CENTER o - -� -� , UNDER CONCRETE STEM NALL N NOTE: ALTERNATE COURSING; 7 LJ - � - CONCRETE FOOTING--CEN.ER Lj 7- UN R CONCRETE T M H'A DE S E LL NOTE. (r . J. . .v, MASONRY KNOCK-OUT --- - O PANEL AT SIM. w - -- 0 Q s EXTERIOR MASONRY WALL s EXTERIOR MASONRY WALL @ STOREFRONT MASONRY COLUMN s MASONRY COLUMN PLAN, TYP. � N 0 1/2" DIA. EXP. ANCHORS r (4) #6 VERTICAL REINFORCING 0 4'-0" O.C. AND 12" FROM TYPEA CORNER AND DOOR ( 0 NO CHANGES THIS SHEET • OPENING OF SHAFT. MIN '? ANCHORS PER LENGTH DRAWN B r: KAS OF PLATE) EXP. ANCHORS AT 2'-0" O.C. AND 12" FROM EA. CHECKED BY: GML .^ „ CORNER AT S. WALL ONLY SHAFT WALL all 7'-4' CLR. 8' ARCHITECTURAL Q,�D PRGFc 1'-4" 4'-4" 2'-4" ��� - SHAFT WALL --SEE Mt3,967 P , �- SOLID GROUTED U!.;U COLUMN =- _ ��__ ____�__ _ __ __ -- i ARCHITECTURAL. -- CONC. SLAB �f� r - --- --- '11 l I I j (aNFu(�N I #4 ® 2 -0 O.C. !l� . �- - - CONCRETE SLAB ' i I 4"TYPcr) .' 8"TYP. t, I i MAT FOOTING o g, �' Nq 1`l`( --1` I j L -O X _ 24" . i EL L MAT FOOTING w W ,-L_IIF _-;;_ -- / ---- -- TOOLED EDGE VERIFY W/ -I W_ - I -EXPIRES.0 <_) I U ^'-- ISSUED DATE v I i SUMP MANUF. i (SUMP) o ``'F- 8" CONC. VERIFY W/ MANUF. " O. o I I I — — -I �Q WALL -- TYP. " 1 0'fi� BLDG. PMT. t I I I � �� _�_- __. - - #4 CV 2'-0 O.C. X , N r, I I `� -- - I I REINF. W/ #4 Y1 o I - #3 TIES � 8' O.C. FU'_L I I I _ I a 0 12" U.C. - CONCRETE SLAB N - HEIGHT OF COLUMN. PROVIDE "' j I a_ I j � � EACH WAY � � 02/09/98 (3) TIES IN TOP :�" OF I I � � � I I 1 1 �`' - 12" CONCRETE SLAB W/ a 1 CITY COM.: 03/11/98 � �+-- COLUMN I I o zv�i �-` I I 4.0 #4 Cs� 12 ' O.C. E.W TOP N ���> SUMP j I AND BOTTOM = I 2 CITY COM.: 03/27/98 cr w 8"GONG ______ _ .. - GENERAL REVISION: 3 - -----------------� " f-Ln rL, S W/ #5 ®E 1NL _ - - _.._ 1 09/22/98 a - _.. .... ___- - - _ _ �•�., -- ----- ------- - - __---------- ---- N - a � =1 - 9�p • �� REV-7: 05/21/99 • II o _- o z,: NOTE: / — #4 TOP & BOTTOMDP.AWING TITLE-.- VERIFY ALL DIMENSIONS �2) 4 TOTAL) FOUNDATION �, ` I ', WITH ELEVATOR MANUFACTURER _j !� COORDINATE SIZE, TYPE AND 1'' STRUCTURAL DETAILS 1-- iii LOCATION OF ALL EMBEDDED `� PLATES AND ANGLES WITH ,r ELEVATOR AND SUMP MANUF. U In cv ^ S4 * 0 s �'-8" X 1'-8" MASONRY COLUMN PLAN ��__ 10 ELEVATOR PLAN r ELEVATOR SECTION '� 4. , , — 12 THICKENED SLAB ro /g" 1'- �)" 4• 1/;>,. 1. �„ 54.0 3 i4" 1' I)" of d, Ili Joe No: 97125.01 125 tlr SVI' MAIN ti I RG[:f --- -- -----^---- PG 3 of 22 11' this notice appears clearer° 111:111 Ilse JUN 0 Z 2000 ddc11n1ent, the document is (If nlar}�inal (111:11111. Illicl l� limcd i I I !! I ' l 111111 ' Ili ' i li I I ( i i i i i ! i II I ! ' li }:• 4, � ! 1111 I I j j l , illljl i IIIIIII� I;��( Ijlj! ji(! j!Ijj:!!lil!I,I11!jlJil ,lil�� i .I! Ilj � I!ji;; ! ! jlj jII Iijl i iji ,iji!II ;,Iliijlllj �Ij �! I, I I !jlll� lllj !ji i, , ! ,j11!IIII! i ^ ,�' INCH MASE IN CHINAi _ _ —_ _ I I. I I ! II III! ' I 1111 III i Ilii I Illi II ! I I! i ' I' ' ! ii it inn 1 I ""1' ,Inn 1 ilal� 1 u�Iw IF lll,. ! ,,III „,,,I!Irj { IIII{I III,. 0 GRID GRIU GRI ..,.,,.•��..-.r-�'--"-�-�,,.,r.,� TI 2X6 O 2'-0" O C. — --SIMPSON LSTA24 STRAP O 4'-O" O C p I j (GRID �_ I -- -- SIMPSON LSTA15 STRAP 0 4'-0' O.L. ---- SIMPSON LSTA36 O 4'-0" O.C. AT /, r OVER JOISTS AT BLOCKING / SECOND FLOOR---FILL EVERY OTHER — SNlPSON LSTA36 Q 4'-0" O.0 AT I �. � I / SECOND fLOCR---FILL EVERY OTHER -•�-- PLYWOOD SHEATHING i r to ! / HOLE. I HOLE AT TRUSS JOIST. I �'" - 2 X 6 WOOD BLOCKING IN (7) o - ----- — PLYWOOD SHEATHING .------ PLYWOOD SHEATHING I SPACES FROM C.M.U. WALL ,� I N n o - 2X6 BOTTOM PLATE WITH --�-� t ori p r 1 16d O 12" O.C. Q NO Q0m'� PT 4 x 8 TOP PLATE W/ 3/4" DIA. ( u a r --- - ANCHOR BOLTS O 2'-8 O.C.--- WEB STIFFENER BY TRUSS JOIST - - -- .T� * _ , COUNTERSINK BOLTS 1" MAX �.-- JOIST HANGER . MANUFACTURER -+- - PT 4 x 8 TOP PLATE W/ 3/4" DIA v► Z o 1 / (2) #5 IN CONT. 8" DEEP SOLID -- GLUCAN BEAM \� ANCHOR BOLTS H 2'-8 0•C. n n _ ---`� ._ COUNTERSINK BOLTS 1' MAX o� , c I GROUTED BOND BEAM 0 0 J 10x \ - - PLYWOOD SHEATHING - -`,E£ \- ! 2ND FLOUR FRAMINr FOR -- (2) ,�5 IN CONT. 8" DEEP SOLID -- 2X 10 WOOD JOIST / SPECIAL NAII INC GROUTED BOND BEAM ,� --- �IOIST HANGER � `\ r'► -- 2X FURRING, TOP AND BOTTOM OF �. _ --__._-_-_ -- .��_,1� BEAM - 16d O 12" O.C. ,__ _` -- TRUSS J015? ------ - -- TRUSS JOIST WEB STIFFENER BY TRI',S JOIST —�_-_ \ WOOD JOIST MANUFACTURER — WOOD JOIST ____1 z — —, ��_ HANGER BY TRUSS JOIST NOTE: ---- 8" CMU WALL. �— HANGER BY TRUSS JOIST MANUFACTURER �- SEE ARCHITECTURAL DRAWINGS FOR MANUFACTURER �^ `— " SOFFIT FkAMING, PROVIDE SIMPSON GLUCAN BEAM TRUSS JOIST NOTE WOOD STUDS LSTA21 O 4'-0" O.0 ---1/2 STRAP ------- - TO BE U.F. #1 ON JOIST, 1/2" STRAP OVER TOP ^ r,I AND DOWN FACE OF BEAM. J , �s TRUSS JOISTS @ WOOD BEAM 2 JOIST CI CMU WALL 3 JOISTS @ GLULAM BEAN! 4 CMU WALL TOP PLATE CONNECTION - CMU WALL ! ---- PLYWOOD SHEATHING GRID - I (2) #5 IN CONT. 8" DEEP SOLID GROUTED BOND BEAM � I I � I T�P SIMPSON FIRST61R JOISTS FROM WALL i T'YP , 4 ' i ,�-' GLUCAN BEAM 1 ! 8" CMU WALL SIMPSON PAT 18 O 4'-0" '� � I I PL 7/8: X 6 7,'8' X 1'-2" O 6 3/4" GLB ' 4 /� t 4 I I PL 7/8 X 8 7/8" X 1'-2" 0 8 3/4" GLB 1 1�?_ � o ' I 1N J44 1 ' i • i i i ' i i---- GROUT SOLID AROUND SIMPSON ANCHOR "`1111 PLYWOOD SHEATHING GRI GLULAM BEAM--SLOPE SEAT AS REO'D ; I I" Ci R Ali AR01,11`1D OR SHIM TO ASSURE FULL AND FIRM BEARING O BEAM SEAT ; WALL BEYOND BEAM SPLICE WHERE OCCURS 11/2 i - --- 1 1/2" VERTICAL SLOTTED HOLE I \\ I. SIMPSON HGLB •� ' \ — W/ (2) 3/4" DIA. BOLTS + ; + �- PL 3,�4" X 12" X 10" 8' DEEP SOLID GROUTED W i�• — PL 1/4- X 1'-2" X 8" W/(4) ;�, (�� + - --- 1"± DRYPACK I i ��\ BOND BEAM AT FLOOR LINE 3/4' DIA M B. I -- I -----� / ryP\5 16 ' �-` ' PL 5/16" X 8" X GLULAM DEPT. �'� _ `�� WOOD LEDGER ---- + MINUS 1/2 (2) 3/4" DIA M B + + `����_ ` + �--- 2 5x4'-0" LONG IN SOLID \�--- 2 X 6 WOOD BLOCKING IN 7 SPACES O i� 00 BL C O S E f�1 ' �`--- PL 7/8" X 6 7/8' X 8" GROUTED BOND BEAM--CENTER \- FROM C.M.U. WALL V I UNDER BEAM BEARING Ld TYPE I I I _--- -4�. TRUSS JOIST GLUCAN BcAMr, W z STEEL COLUMN �--- STEEL. COLUMN � ' A V) Q 2 C; s TYPICAL INTERIOR COLUMN CAP s BEAM @ TUBE COLUMN (CC's T. TO F100F) 7 BEAM_ @ MASONRY WALL WOOD JOISTS @ CMU WALL (NON-BEARING) 4" 1' 0" fl ,- , N " ' " N ��-V 3/ 06180- 02 Its v' L _ N � 1 /2" AX. _�-' - OF BEARING PLATE AND (GF>p) OF COLUMN + I Q5 / DRAWN WOOD BEAM OF COLUMN 8-T'. KAS CHEc GML - - --- SPLICE WHERE OCCURS "` �Sti L, v o.or 1 I U � e*,z Gey f ��� -------- WOOD BEAM PLYWOOD SHEATHING ` --8" CMU WALL I I 1 1/2" 4.Nx T_ 1 PLAT /4" X 7 112- X 1 1" EACH GLULAM BEAM `( J� 3111/4" SIDE OF BEAM -- (2) Sf 4" UI� M.6 �j •+1.,�} ! , Q�e �`• SIMPSON PAI 23 Q 4'-0" •Ptd/�y `y��� I PLATE 1/4" X 7 1/2" X 11" EACH - TYP. Af11. I i --GROI,T SOLID AROUND SIMPSON ANCHOR - + + __�} 1/4 I ....._ SIDE OF BEAM -- (2) 11/4- DIA. M.B. �i;Em L1 + + -- + I , WALL BEYOND �► � I � ExP,A EACH SIDE. - -- -- ---- PLATE 3/4" X 10" X 11" W (4 �-- PLATE 3/4" X 10" X M"1Y (4 I � IssUED PATE / / ) ) N - lYP �� L 3/4" DIA, X 9" LONG ANCHORS 3/4" DIA. ANCHORS Q„• 1 1/,j6 i 02%09/98 CONT. 8 DEE;' SOLID GROUTED 14 F ROM CORNERS OF PLATE TYP. CITY COM.: 03/11/98 BOND BEAM AT FLOOR LINE 2 \ 4 , 3 .4 — c -3 1 "1 It- �:j -- 4X1p WOOD L�QG�R WITH .3/4" DIA. ANCHOP i �� •.'y -_-- _-- — _ —__ _— BOLt'a AT 2'- C. M PLATE 3/4" X 9" X 11" ' --SIMPSON 11210 JOIST HANGER --- 1" t DRYPACK " (3, TIES IN TOP 5 OF COLUMN 3/4 DIA. X 9" LONG ANCHORS % \ - _ ._._. " " TYP. i O 6" GAGE 8000 JOIST _ (3) TIES IN TOP 5 OF COLUMN ~\�\ 1 t DRYPACK 1/4 - �--- MASONRY COLUMN GROUT �- - MASONRY COLUMN -- GROUT . �. 1" 3 URYF'ACK 2N�wiFr•lE Irt E SOLID _ SOLID ! OOR (2) #5x4'•-0" LONG IN SOLID FRAMING DETAILS f 1 -4" I 1 q" _ GROUTED 9OND BEAM--CENTER _- I -I UNDER BEAM BEARING, F-4 -- CMU WALL WOOD JOLT @ W WAI..I. - io BEAM @ MASONRY COLIJIIIN�r(ELEVATION) r BEAM @ MASONRY vOLIJNNV+'tSE�CTK � BEAM @ MASONRY WALL S590 141�,;+,h_1►1►117,► S,,.K1;l. -- - �--- - -•-- s,�, !?,;4o swl MAIN of 229 7125,01 .M q'r ,ems,1�r.— �."—.+�..._...�.�_.���.�..—,.-.._—..___-__•'-__.,....--__.._ If Illi: nnlicc appears clem-er Ihan the JUN 0 1 1000 document, Ilse doctimenl k cf mnrL,;nal II11crolIII11cd lIiINlIlCIlI,HIIl2lIMlI,iAIaiIDI!I.E I!lIiKl!lt1,X1,Il 1,1i;—11.I;.Il'�LII.Ill„.iI l„'a IIllliilI.i.lll�llI„ll��J I�liII' II;.�IIIIIjil11 II(!I-!� ;!i;I I 1�Ird,1•lli,_;il_!-!, –ll-iIl+Q'l1ii! (1 i I�((I I(II I I i I(I I !II' •il ,a 15 171 r p1; 1 I 1 " � � ;ill} iitIli I !I IIfiii!iilIII!II ii;.I; n!;;;i!!! ;l',!! !!liiii� 3iif• ! . 7 f NOTE: WOOD STUDS • III NOTE: WOOD STUDS NOTE: WOOD STUDS TO BE D.F #1 FULL HEIGHT STUD O TO BE D.F �►t TO BE D.F. #1 ,•• Z•• "•` ',° a , .. �- 8'-oar O.C. MAX. C•. �,� /�\\ (2) Or) IN CONT. 8" DEEP � / --- ---- - -- PLYWOOD SHEATHING --------- DOUBLE 2x6 TOF PLATE --- PLYWOOD SHEATHING � •+• • � ' SOLID GROUTED BOND BEAM — 2x6 WOOD STUDS O 16" O.C.-- Q r or _. EXTEND EVERY SIXTH STUD 0 N'D CONTINUOUS TO TOP OF PARAPET - - 8' CMU WALL U ,. ------- --- VID SIMPSON LSTA21 OVER TOP OF ( Q 0 BLOCKING - TYPICAL OVER FIRST n ry - - DOUBLE 2 x 6 TOP PLATE - PLYWOOD SHEATHING -u o -- DOUBLE 2 x 6 TOP PLATE 5 JOISTS FROM WALL 00 h SIMPSON i 0 I STA36 STRAP - --- SIMPSON PAT18 ANCHOR 0C4 0 x 0 a. LL — WOOD STUD BEARING WALL -- WOOD STUD BEARING WALL - ------- - _�- � ��� CENTER STUDS UNDER ,101,TS- \\ - I GROUT SOLID AROUND SIMPSON \ CENTER STUDS UNDER JOISTS <�� -- ----- PLYWOOD SHEATHING � - � _ _ PLYWOOD SHEATHING �' � (2) #5 IN CONT. 3" DEEP SOLID SIMPSON STA36 STRAP EACH � "---- - \. TOP PLATE AT SPLICE AT GROUTED BOND BEAM AT ROOF LINE FULL HEIGHT STUD ------DOUBLE 2x6 TOP PLATE -- RUN ---WOOD LEDGER - --- HANGER BY TRUSS JOIS1- CONTINUOUS BETWEEN FULL MANUFACTURER HEIGHT STUDS - 2x6 BLOCKING O 4'-0" O.C. FIRST 6 JOIST SPACES FROM WALL - - -- WEB STIFFENER BY TRUSS JOIST _ SIMPSON F26 EACH END. --" - TRUSS JOIST - HANGER AND WEB MANUFACTURER STIFFFNERS BY MANUFACTURER TRUSS JOIST --- — TRUSS JOIST - HANGER AND 1` - �- ----- --- - - ----- -- TRUSS JOIST - HANGER AND 2'-0" STIFFENERS BY MANUFACTURER STIFFENERS BY MANUFACTURER -- - - TRUSS JOIST @ WOOD STUD WALL z TRUSS JOIST @ WOOD STUD WALL-PARAPET 3 TRUSS JOIST @ WOOD STUD WALL 4 PARAPET @ CMU WALL t " t' 0" 06192-15Ot319 - m ��-16 1 55. 06192-24 NTERIOR EXTE.FtiOR MEP" - - EXTERR ,�.-------- P�.YWOOD SHEATHING WITH $d O I -----_._IO�__ 6 O.C. AT PANEL EDGES, 8d O - PLYWOOD SHEATHING WITH 8d 0 4" O.C. L_:T::TETUDS 1�" O.0 IN PLYWOOC FIEID AT PA D ,EEpS 8d O 12" O.C. IN .F. 1 --- - -- ----- -- - PLYWOOD SHEATHING NOTE WOOD OTIC D D FD rq1 -- -- PLYWOOD SHEATHING TO U Q _-. ---- ROOF SYSTEM L'� - L x 6 BOTTOM PLATE - 2 x 6 BOTTOM PLATE WITH 1/4 " X 4" WITH 1/4" X 4" SONG LAG - �� LONG LAG SCREWS AT 1'-0" O.0 GLULAM BEAM SCREW AT 1'-0 O.C. / I I WOOD BEAM I + + + - CENTERLINE OF COLUMN 1 NOTE. SEE ROOF PLAN FOR 1 ` + + BEAM SLOPES 11" JT C,4 1 1 LiI � 1 I — , Li --- - _ -- - --- , PLATE 1 4" x 8" x 0'-1 1" EACH SIDE OF BM I — DOU(3LE �'. x 6 TOP PLATE + / W/ (2) 5/8" THRU BOLTS Z -- PLYWOOD SHEATHING--SEE SECOND _-- ___ _ SIMPSON HINGE CONNECTOR. DAP O FLOOR FRAMING FOR NAILING -� TOP OF BEAM FOR FLUSIi TOP ! ' -- PLATE 7/8" x 6 7/8" x 0'-1 1" O 6 3/4" GLB V , I -- WOOD BEAM �`` OF BEAM SURFACE 1 4 I PLATE 7/8" x 8 7/8" x 0'-1 1" O 8 3/4" GLB WOOD STUD SHEAR WALL - 2x6 O 2'-0" 0 C. I - `,��'�� ! , ! -' STEEL COLUMN Z Ld ----- 1 - TRUSS JOIST - HANGER AND GLULAM BEAM 1 4 ___ I STIFFENERS BY MANUFACTUREP, -- --- -- -- TRUSS JOIST - HUNGER AND I I I - STIFFENERS BY MANUFACTURER a I ( PLYWOOD SHEATHING WEHRE OCCURS SEE SECOND FLOOR FRAMING PLAN FOR NAILING O s TRUSS JOIST @ WOOD STUD WALL s TRUSS JOIST @ WOOD BEAM _ 7 GLULAM !BEAM HNGE CONNECTION s BEAM AT COLUMN -- END BEARING N �' -�- 06180-OS S5. I' i'--0" 06180--0 N � ---------------- -- PLYWOOD SHEATHING _ 2X BLOCKING BETWEEN ,JOISTS --- --- PLYWOOD SHEATHING AT - - 3 16 -- -- (2) p5 X 4'-0" LONG--3 1/2" GAGE _ — DRAWN RAWey KAGML SFE SECOND FLOOR FRAMING !'LAN - THRU HOLES IN LEDGE ANGLE - - PLYWOOD SHEATHING -- Pl,YWOOD SHEATHING--FUR NAILING--- TYP - �- - - `' t it A. G SEE SECOND FLOOR FRAMING PLAN t/4 -- SOLID GROUTED MASONRY COLUMN ,�' �----- 2X BLOCKING BETWEEN JOISTS BEARING 013. 17 ? yy' " ------ --- -- -- PLYWOOD SHEATHING - 2X6 O 2'--0 O.C. WOOD STUD or SHEAR WALL. Ct h�� D01,'�h4 /-- -- 2X6 BOTTOM PLATE WITH 16d - --- ANGLE 8"X6"X3/4" (LLV) �Q�4✓ +� +7 �a 6" cv �'NA EL 1.1'L ' --- — -- WEB STIFFENER BY TRUSS JOIST _ -------- -_=-=__- ! MANUFACTURER -` I� 4---------=L�< I _ FxPIpIF S � - K--� _1 l I --rr--PT 4 x 8 TOP PLATE 3/4" DIA. < i + - --- ISSUED DATE I rl t 'I ANCHOR BOLTS O 2'-8 O.0 -- COUNTERSINK BOLTS I' MAX BL DG. PMT. SIMPSON H3 02/09/98 Imo- (2) #5 IN CONT. 8" DEEP SOLID -- - � ; + `r'- - Al CITY CUM.: 03/11/98 GROUTED BOND BEAM ii I_ n \ 11 NOTE. TO BE STUD p 1 i i - - --a__- `` GLULAM BEAM I n 4 ri — ._._._-. - TRUSS JOIST ------ - . "'-�-..,,"�,✓"" I WOOD JOIST AT Qt r �--- FLOOR CONTINUES AT SIM BEAM BUCKET--SEE 6/55.0 WOOD J015T - ------ -- HANGER BY TRUSS JOIST - ' - 8" CMU WALL MANUFACTURER --- GLULAM BEAM ROOF IE• FFR AIMINGDETAAS K' GLULAM BEAM S51 WOOD STUD SHEAR WALL � TRUSS JOIST @ WOOD BEAM r. GLULAM _ CONNECTION @ COLUMN WOOD JOISTS AT GLULAM BEAM • IWI'1)n-(I(1(17o I.'�I(I SW MAIN S'I KI I IJoe NO: 97125.01 Irl� sof 22 If Illi; nolic•c :IIIpears clearer Ihau the JUN Q 1 2000 " documeW, the docuulcnl is of ImIt-9111a1 clualil`- Illic (►111111cd I . Ili Ii ! ! i !iY! !; I! EI Ili ! I' 1 1 iiil 'iilliii 111Ilil'! II111 ( IIII 'I '1 aS�F'. �I I I ' { IIII! III ! ! I I11 I11 I 11!Ili � I I I ' 11 II ( I I I I I 1 a I � I1111I111I1Iil 11111 ( IiIl1i111, 1illil111 ill ; , li { . I �' il 'i' il �il ► i l ! Lj !: I iili , jii , . .li � li' I 1 ! il{ III: INCH I MAGE I' CM IN 1V1S f1 fi`- - ry II! I' III Ili! 1 I Ililll i I 1! til (iii! it ....li i .... ii.. i.... I!'I it i'!iiifl i I "'1 ' ''' I' 1' "I ilnll 1'nn n t t"1"' "'11 !1!•11fi1u Ilnlllll nll 1 n1 Itnl�ulll nlln 111 1 1111 1 �IIIIIl,. 111111IIL .1l11111111.,.11111!1111,I1Ii... ..11li,l.l1..11. ,II,,.,..,,I,,.,.I.lI,IL, ..!,..,.I.,.. '1' .1111. 11ii llil 1..111 1 i111 1u •111 nll 11 X111111 Illu 1 11 ttI • •• •• • • • • • • • • • • •t• • • • • • • • • r . • • ! ill ♦1• ••! •♦• ••! : ♦•• Q CIL M r W M N HEADER---SEE PLANS FOR SIZE _`� _ •• • 0 0 : j -- (12) 16d NAILS EACH SIDE ® _ IL 2 o a 0 1 r - 16d NAILS AT 12" O.C. OF SPLICE---TYP. p 0IN 0 _ AT BUILT-UP HEADERS--STAGGER It / 16d NAILS 0 12" O.C.--TYP -_- -_----___. ___. , 4 0 N N 1/2" D1A. BOLTS (MIN.) 0 24" O.0 pry ---- (2) 2X STUD CONTINUOUS TO TOP PLATE (6) 16d NAILS EACH SIDE STAGGERED COUNTERSINK AT OPENINGS LESS THAN 8'-0"--- (3) '-0"- - �, (3) 2 X STUDS AT OPENINGS Of SPLICE--TYP. AS REQUIRED--1/2" MAX �� PLYWOOD SHEATHING 0 -...� 500 Ind) - GREATE_R THAN 8'-0 2X BLOCKING WITH o x ° \mac SHAPED TOP DOUBLE 2X TOP PLATES - - (2) 2X '2 AND LARCEk `- �r NO' OR BUILT-UP UNIT, OF THREE - -- SIMPSON H3 EACH SIDE (2 TOTAL) �!� OR MORE MEMBERS �. m r., ---� Ei" p w -- (2) 2X 10 AND SMALLER - - - 16d NAILS AT 12" OC STAGGERE-D--TYP �- - ,� USE 16d SPI1,ES 0 12• G C. STAGGERED (2) 2 X 6 WOOD TOP PLATES WOOD 6'-0" MIN. `- UNDER STUD S BEARINGNTER STUDS (2) 2 x STUDS AT OPENINGS LESS THAN 8'-0" _ �''� (3) 2 x STUDS AT OPENINGS WALL SHEATHING GREATER THAN 8'-0" - -- SIMPSON 135--BEND ONE LEG y II \ VERTICAL -- 16d SPIKE (MINIMUM) t WOOD STUD WALL HEADER -- TYP. DETAL 2 DOUBLE 2X TOP PLATE SPLICE 3 BULT UP WOOD MEMBERS _ 4 PREFAB. WOOD TRUSS (d) STUD WALL 06100-01 � , - �� (�.� 06100...02 { 1" � 1'-0" 06100-03 1" a 1' 0" 06192-01 - DOUBLE TOP PLATE - -- f PROVIDE ADDITIONAL STUDS AT JAMBS I TO COVER HEADS i--- SIMPSON CMST12 STRAP SIMPSON CMST12 STRAP I OF HOLDOWN 801-TS I 4x6 AT END — PLYWOOD SHEATHING - PLYWOOD SHEATHING I OF PANEL a��.. 45" TYP. SIMPSON HOLDOWN SEE PLANS NOTE BEAM BDOND NOTZ_ - _ SHOWN FOR CLAF;ITY __ I P T. 4X WOOD I _ - - - TOP PLATE W/ ANCHORS 45" TYP. !, I / 2'-8" O.C. EACF.i SIDE i SIMPSON CMST 12 STRAP ._- II X17 REINFORCING BAR THREADED AT TOP Li FOR NUT. EXTEND + INTO CMU WALL. 1.1.. I t V / O SIMPSON H3---EACH ` SIDE OF BEAM i GLULAM BEAM i { 4X6 WOOD POST S DRAG BEAM SIMPSON HW HANGER I � DRAG STRIJT EXTEND PLYWOOD SHEAR WALL SHEATHING i i �'` SIMPSON HUCTF O TO THIS POINT---FURR OUT FACE OF GLULAM BEAM i I HANGER I DRAG STRUT BEAM TO RECIEVE SHEATHING CMU WALL s GLULAM BEAM DRAG STRUT _ � GLULAM BEAM DRAG STRUT � DRAG STRUT @ CMU WALL �y � 1" = 1'-0" � I r MASONRY LINTEL _ !_ _ T.O. PARAPET* �^ OVER OPENING -- - - - - - SEE 4/S4.0 - CENTER STUDS UNDER DRAWIJ BY: KAS (2) N5 BAR; AT TOP _ _ _ 1� ROOF JOISTS -- _ _ H _. �_.,__�... _ _.r_I �_ -._l•_ - !..r,.L ..._ __ COURSE - -- EXTEND — _ 2'-0" INTO WALL. - WOOD LINTEL ��'t xl♦ i BEYOND SEE 1/S5.2 __ �.. ... 1 •: • BLOCKING T j ,..� ----• 2 x 6 8 LO K 1 G A __.,..:� __.,� L.-,.. �. ,,.�✓"" LOCATION OF CONT. '���,��' NOCK OUT PANEL HORIZONTAL STRAPS G' ` '+ BREAK COURSING AT HEAD AND SILL __ �... ... r' FUTURE OPENING. - _____ _ _ M � �-- OF OPENINGS �Ile+��IEt r _ PROVIDE 1 S BUILDING mow` PAPER AROUND EDGES EXP1R S l � SIMPSON CS 16 STRAP �,-__. ___r ___. __ y �.�! ,L . __- _- L- CONT. ABOVE AND _.. T' _ 5 VERTICAL BAR I —___.__ BELOW WINDOW �ssuEo DATE RROUND OPENING TYP _ OPENING. EXTEND BLDG. PMT.: 4'-0" PAST FACE OF X15 VERTICAL EACH EDGE NORTHMOST AND 02/09/98 OF KNOCK T PANEI.DOWEL; = ��__ �_— _-- SOUTHMOST OPENINGS ' IN WALL CITY COM. 03/11/98 FROM FOUNDATION ( r TOP OF GLULAM TOP OF CONRETE BEAM BEYOND FOUNDATION T ._._ ►- ` �ECUNU FIN. FLR 9 DPAWIrI,; TITLE TO*" FRAMING �. �� ,OTE: DETAILS Al VERTICAL PANEL JOINTS W/ MULTIPLE STUDS LAM TOGETHER STUDS W/ 16d ® 6" O.C. S5 ,c2 t s KNOCK OUT _ PAWL � TYP. SHEAR WALL ELEV. AT E. W. & S• WALLS IL I 1/2` _ 1 • ,).. 111 {'�11i I)l1U U � . � M/11N 5'TRfa:'f 1-510 ,.W Ni hof 22 v - --" .-:.,,.,.�.. .....,,...•a,,.,�,„ 7Z'111 a++a.-r .,qtr.. - - - - •c >, If this notice appears clearer 111.111 IIIv JUN 0 document, the doc11n1ent is of III II.011,11 II•I;dit�. Inicrc11,i1111Lc1 Tji�il!;±II ! ;I I ' I � Ijl � !I (Il�l ! I�Ijll! jilijflllilll; !� !Iil!IiI!I(�1; ,1 ii} If�II I iji;;1! ijlj.jl i!ij±jiii�ii� i ! fI li Illjlill± ±jijlj! I ;jljl !jlj!�I ± iii! I!!j, II a, �� 41 r _ L INCH ( MADE IN CHINA tom !T T7 VL r "I'1' "'� 11'1111 , r tnrlr , nrl i , ntilln�!n�.l�n,lin r;rinr I !rr r I±I�IIIIIII ,1!111 .I... I „L ,I II II !Ij I{ff ! } II!I!, ! Ilfil I Ili I, !!,!. I!nI �� lel i, I I III I ! 1� {I II I,I,I " ;� ��,.�.� ! .I rl!f „rllll• !. I ,._ .� � „ „ ....i__± .. .,� „�„� •;,. ,.,... ,.r •..... :.,, ..., �...,I,. .,,. .illi,. i...i1 j !! �lil,. „Illi,,,,,.j1.1•111.1IIIIttI,I!�l�,rr u:... I r r.,,,• r ,nr n�nr Ilr�.r II { , I i • • Y • • • • i • • 1 0 •• • • • • • • • • • W F_ _ ••• •s• r • •• •• D • • • ♦ • J • J A • IA • • ♦1• ••• Y• • • / O • ••• • • • •• � IN 0 FREE I r o�Na L E ILIIL [) l 1113i < 00 E7_�-...._ �p p O • r �In L OF TIGARD , OREGON o j ° DOLAN & CO. L.L.C.� DOWNER 1919 N.W. 19TH AVE. PORTLAND OR 97209--- 1735 TELEPHONE: 503-225-9009 FAX: 503-221 - 1962 GRIGSBY C®NSTRUCTIONCONTRACTn...,r,'1'* .� 8114 S.W. NIMBUS B EAV T N ER 0 OR 97008 � TELEPHONE: 503- 641 -7343 FAX: 503—. 643-7916 COMMERCIAL INDUSTRIAL DESIGN ARCHITECTURE, P. . ARCHITECT 5200 SW MACADAM AVE. , SUITE 4.20 � Q PORTLAND, OREGON 97219 TELEPHONE: 503-226- 1285 FAX: 503--226- 1670 �- W W CIDA, INC. ENGINEER 5200 SW MACADAM AVE. , SUITE 420 PORTLAND, OREGON 97219 Z Z TELEPHONE: 503-226- 1285 0 — O FAX: 503-226- 1670 Q Q LEGAL DESCRIPTION W MASHING+ SQ�P � SM LOCU _ST ''^` Li s� - O TAX LOT: 700 i TAX MAP: 21 -2'-AC a `� 3 ;_ g Vin!► 35< OAK ST a _ a Sw °Z ZONING `BODE INFORMATION � CREEK Q� s J OLL. Sw o J N cnl C.II I PLANNING DISTRICT: CBD (CENTRAL BUSINESS DISTRICT) ""1, ic' -� SW /�/ sw T`+nr:r —T►p�r ` v o •r ASH_ yt. L GSTAF ~ vii ST o rn o o _A.. -A_.. ----— -W W - - ---- l sw Z J H C71 o a' / rut < ST Q d U p Z J S Sw a RT ~I ^ q_ N v 0 Z N Z N N Z� J Q d r IU' u ��1 KLtJ CL Lo o w Z Q Q �``I d < t si r� �i erg uj z >a o �, oZ 4 o g � BUILDING CODE* INFORMATION d = _� _ ;W pFAFFLE 1n WUZQ , N � Z wo [� � ZZ �Tf RDS - F LIJ W O N -► 2 J o - a ` r t 5 2 ry SW a. LEWIS �) 3 61tt6it6>� W J 5 0 g cz� C c� � o L, o I`! Q r �,� x 1 ^IC �, ...' 11GIRD f ~ _ a u w w L� * STATE OF OREGON 1990 EDITION "STRUCTURAL SPECIALTY CODE", P` VL ARD,, . (�3 L" jE TA�41A sT cuz� Q� O Z C/7 2 1n Q- -J ,.... Q G7 Q 0 LL - 'Q 'J� I� "' tL r_ -_� �� -f o z n BASED ON UNIFORM BUILDING CODE (UBC) 1988 EDITION cr]�c� °, sw 4 ,NaLA ' DRAWN BY: SC/RBW -, W w I— G w O ¢ O �, Zo Z o 0 w rZ1 1.1 c_sppy ST r►Grl Lf- St m CHECKED BY: LW = o _ a Q � c» u� 3 rMpY 1_ U --� o � -5 o o � - w ow0woo .WW of 1- U) Li �• w m 3 w G o v) U` Cr_ ,n <L 1n L� rn c ► _ _ S_ KA NINE dr cw 9► �P i� W SEISMIC ZONE 2B (1991 CLASSIFICATION) mLovmL'jt - - ' i ~ U COMI��NICc iY 1) - .5- � w -r bmai rotiw A&` sw -{ W = I N W clr0L,0n1[ �VK s m J 00000 .- oo - o a �� 000 �- cam UD . g yr Sia .11% at c ,Sy KNE f o .- j o� � � � N � � � � � � �. � � �- N � � � � � ,..� . ;,,_�_ iR � o � w � .,•tis 0R•. U 1- �, <c Q a Q 4 Q Q < Q Q < I (" tn V) Ln "' � PHASE II -� RETAL BUILDING �' ,� M , P fj�•``►7 t RROL--Sr- Sys Jj �' r rru ' CL Q Hs\M c� 4 rwsr J) OCCUPANCY CLASSIFICATIGN. B-2 (RETAIL, OFFICE) ���•' "" � � k0 �` 1 02/09/98 BLDG.PMT. -- - — - t ' ` iL+ FOND ` rH SEE A�NI3 I SM 60TH CIA 9. MATIS P FS TH C "�'1 6 2 03/'1/98 CITY-COM. • • • • • • • • • • • • • • • • � 00 R— '�-•FR � Cr,CONSTRUCTION ; - , n C3 03/27/98 OTY.COM. • • • • • • • c4 �+ • v 1 . ?Hit 4 09/22/98 GENERAL REVISION Ir • • 0• • • • • • 0 Ir • • • • • • • • 5 5/21/99: REb1SI0N_7 � • • • • • • • • • • 191919 BASIC ALLOWABLE AREA (PER TABLE 5-C AND 505.8): 16,000 SF p'C•k. � " ` , �w7r' � rurlc sr �*y, .� INCREASED ALLOWABLE ARE. (506.A. 1 : SEPARATION TWO SIDES) ISSUED DATE = 24,000 SF IE���' !y5�y � � sa'•�'" � ? BLDG. PMT.: 02/09/98 __ �. j; ---- ------ - PROPOSED AREA: r'. .ti'` ! I CITY COM.:03/11/98 ---- - - FIRST FLOOR (RETAIL): 5,800 SF r✓` NORTH - � l _ _.- r � 2 CITY CUM.:03/27/98 � - SECOND FLOOR (OFFICE): 7,700 SF ��Y• ��''! ✓ 1 VICINITY MAP t f (! _ 3 GENERAL REV: 9/22/98 TOTAL: 13,500 SF a T1 NO &ALE 5 REVISION 5: 5/21/99 _ ALLOWABLE HEIGHT: 2 STORIES, 40' Qi REVISION-7: 5/21/99 Jr PROPOSED HEIGHT: 37'-4" DRAWING TITLE: '.+ TITLE SHEET fill r 0. IiUI'9Y-000/I1 12540 SW MAIN SIREET OF 1 PG 7 of 22 m — -- ------- .Ioe No: 97125.01 ...R-+�,ca�rrxm-xvw•wrsrur--.+'.'"'r�Y•�._•�.+,.•�•.w�v-�.,....�-....._...,..-...»..�...�.......y..,.�:•k:�mvr�w If thk 11olice al►Itears clearer Ihalt the JUN 0 2 2 00 doc'umenl, the docrinicrtl is r11' marl;ina) Iluillil�. Illll'I'011lllll'll yi; c I IllIllIll_ll'llnllnI,Ir!I�III l'!!lI,IIIlljl!llIl.I�!lII,C1l,1HIjIIlNIIjAIlII(,!i IIIIIl!Il!l,jillt.�(,lIIIII!i,Il,l,!IIIlI I►f!!.I-III,Ifl!l,i,;i,I{,In.I-..ii.llh!'Il,l,!,n,;I.l,I'IlIi.!I'Ii,!llllj! j!jlli.IIn.I.l.I'1f„D11'Il,Ii,!.!i.l,jl!I.!.I1'l►,i.ii.l,lIlLEit7771 ADE ITt I liI!t !1 -31lI. i,iINCN M _ 2lII s , ,� ,�, �, • S.W. MAIN STREET . . . . . . . . I� • ♦ » • • » • • • w Y • N N 5 7'(M`28 E 473.8x' !.. • » » ! ry , 40.15' ► •.. ... .♦ .. ­11. _ ____.- 100' 26.63' 30' 8' .0 30' ---- 120 - -1 . .. Q cp r. TELEPHONE 2� 3� - -_ _ __ 26 Q LASEMENT 1 -- :_� mew ------ -- ------ - - ---- _ - - _ --- -- ----- -- TY P. Im. u • �o __ - _ r. p µ�,�^, � �GrvN I NT54 2 0801 '�" - 1 .�.. •�� ci W'1iin o �•1 !` • 1 1• ' ♦• r I� F`O ••. /fT l•-f • . .I,.__.1 ., .yR}• •rL i• .» �.y 1�.tlr rf . Q1 Qf SIGN BY It OWNER t _ 1 N 0 i X If... .I L) 7 Z F - LI ' 19 20 1 WOODEN BENCH TO 9 I U� BE RELOCATED 16 w t • I RETAIL BUILDING co PHASE 2 N , 23 5800 SF © [_ IRST FLOOR m u, ° 1 • M 1 1 1 ' FF_ 152 . 40 12 w1 4 { I Ch • 1 A BOY BUILDING 13. 18 I - - , Ds - 10 dc RASE 1 ��-.- � - N 1 1 1619 95 SF �. -- - C 'Z4 FF-- 15 2r_� . 50 1• �,,. ,�h ,`�, 1 o •' 2 / ' $ 1 6' 25'C7 9' 4.38' f � tco 1 33' 1 24' R=3' 0 1. --- - ' 24 - - '; CO =3'22 I W 14 5 12 "' 156.92 10 00 D 1 vl1 t � .� W cn t0 , f 4D 1-_ C) ® 1 1 -- - 12 C U , 1 1 Q jJ.� I ' a �' BICYCLE PATH ca , v► � EASEMENT �' 13 1 410 10 u N t <1:2) rn 1 V n 60 V) D1 z O. Ci H (2D2 GR02 -EENWAY ":; p0ta' 0 1 Z FA�,FMENT Q (2 I V 4 O _.1-. 023 °c0 w W CO I " C12 _ 1 _ I � w OD X32 9 `-�---L__. 1 �b' 7 s� 12' 2 I Q CA I I I i n 7 SPACES ® 9, - 63- NORTH 3• y �4 9' SgE PLN SPACES ® g -...._.`_ � 81' -� SCALFE 'r DRAWN BY: DLF CHECKED ©Y KJK PROF Y \� G1Nt f/ rJ. DEaK;Fw7IQIN OF PHASING KEYNOTES . LEGEND SRC CONSTRUCTION DRAWINGS ARE 1 FXTRKO��� 11DED CONCRETE CURB. THESE SEE DETAIL 1/SD5. 10. CONSTRUCT WHEELCHAIR RAMP. SEE DETAIL 7 SD5. E: E_ FOR PHASE ONE AND PHASE TWO WORK. / 21. PROTECT EXISTING CATCH BASIN. REFER TO PUBLICa, I{(� HANDICAP PARKING STALL C COMPACT PARKING SCALL EXPIRES: 6 30 99 IMPROVEMENTS PLAN. SEPE ATE PERMITS FOR EACH BUILDING WILL BE OBTAINED. 2 GENERAL LIMIT OF PHASE ONE WORK. 11. BICYCLE PARKING - CONCRETE PAD WITH "C`�'CLOOPS" RACK (� 7 SPACES (TOTAMANHOLE ISSUED DATE T' (TOTAL REQUIRED FOR PHASE ONE AND 1W0) 22. TWO-HEAD LIGHT FIXTURE ON 25' POLE (PHASE OHF) LIGHT POLE • PHASE ONE CONSISTS OF DEMOLISHING THE WEST WING OF THF EXISTING BLJII.DING, 3. CONSTRUCT CITY OF 11GARD COMMERCIAL DRIVEWAY. SAWCUI MINIMUM OF 2' FROM SEE DETAIL 8/SD6. PERMIT SET: CONSTRUCTION OF THE WESTERN BUILDING, SITE UTILITIES, GRADING, PAVING, AND A FACE OF CURB. REPLACE: ASPHALT AND BASE ROCK TO MATCH EXISTING SECTION. � FIRE HYDRANT � BACKFLOW PRE1/ENTER 2/9/98 4 PARKING LOT IN THE SOUTHEAST PORTION OF THE SITE, ADJACENT TO BURNHAM ROAD. 23. ONE-HEAD LIGHT FIXTURE ON 25` POLE (PHASE TWO) 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 t0 PUBLIC IMPROVEMENTS PLAN. CATCH BASIN ''. PHASE TWO CONSISTS OF DEMOLISHING THE REMAINDER OF THE EXISTING BUILDING, 24. TRUCK PAVING AREA. SEE SPECIFICATIONS FOR SECTION. At REVISED: 3/9/9813. EXISTING LIGHT POLE TO BE REMOVED. ; -o C0 CONSTRUCTION OF THE EASTERN BUILDING, AND COMPLETION OF THE SITE UTILITIES, 4. EXISTING BUILDING TO BE DEMOLISHED DURING PHASE ONE WORK. CLEAN OUT A REVISED: 3/25/98 25. LOADING AREA WITH SIGN. SEE DETAIL. 8/SD5. c� GRADING, AND PAVING OF THE PARKING AREA. 14. EXISTING CONCRETE PAD TO BE REMOVED. M u) 5. EXISTING BUII.DING TO BE DEMOLISHED DURING PHASE TWO WORK. 26. INSTALL 4'X4' TREE WELL. SEE DETAIL ! SD6 V DRIVE-IN DOOR GEWRAL NOTES / " 15. EXISTING FENCE TO BE REMOVED. 6. CONSTRUCT CURB AND SIDEWALK. SEE DETAIL ? SD5. DS 27. PEDESTRIAN CROSSWALK. / DOWNSPOUT u DRAWING TITLE ' 16. EXISTING SIGN TO BE REMOVED. F< ; SI1F I .,I CONTRACTOR SHALL. VERIFY AND CONFIRM EXISTING CONDITIONS 7. REMOVE EXISTING DRIVEWAY, SAW CUT MINIMUM OF 2_' FROM FACE OF CURB. 28. iD' X 10' TRASH ENCLOSURE. SEE DETAIL 11/SD5. WATER METER AN � SHOWN OR IMPLIED ON DRAWINGS PRIOR TO START OF ,l CONSTRUCT STANDARD CITY OF TIGARD CURB AND SIDEWALK WITH STREET TREE WF11_S. 17. EXISTING GAS METER TO BE RELOCATED. SEE UTILITY PLAN, SHEET SD3. CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. SEE DETAIL 3/SD5 FOR PAVEMENT- DIG OUT AND REPAIR, 7/SD6 FOR TREE WELL, 29. INSTALL BOLLARD. SEE DETAIL 9 S 5. TREE WELL O BE INSTALLED DURING PHASE TWO. AND 1/SD6 FOR CURB AND SIDEWALK. REFER TO PUBLIC IMPROVEMENTS PLAN. 18. HANDICAP RAMP TT u TYPICAL CURB RADIUS = 4' UNLESS NOTED OTHERWISE. 30. INSTALL WHEELSTOP, SEE DETAIL 10/SD`. EXISTING BUILDING TO BE DEMOLISHED 8. HANDICAP PARKING STALL WITH SIGN. SEE DETAIL_ 5/SD5. 19. EXISTING FIRE HYDRANT ASSEMBLY TO BE RELOCATED TO WITHIN PROPOSED DURING PHASE TWO ` EXISTING CONDITIONS BASED ON SURVEY 13Y WEDDLE do ASSOCIATES PUBLIC SIDEWALK EASEMENT. BOLLARDS TO BE REMOVED. REFER TO i a DATED F E.BRUARY S, 1998, 9. DEMOLISH WEST WING OF EXISTING BUILDING. TERMINATE EXISTING UTILITIES IN PUBLIC IMPROVEMENTS PLAN. I TRUCK PAVING AREA. U CONFORMANCE WITH CITY OF 11GARD REQUIREMENTS. RELOCATE GAS METER TO MAIN K OF 7 BUILDING. COORDINATE WITH NORTHWEST NATURAL GAS. 20. EXISTING WATER METER TO BE REMOVED DURING PHASE TWO. 971 _� - Ii11L•yK In!11/ll t • 1254(1 Sw' ',' I MAIN Itl I I 1 .108 NO. , , I---- 1 PCi 8 of 22 ` If this notice appeal's clearer 11►:111 1114• JUN 0 2 2000 dOctimeu(, the Ilocnmerll is of 11►ar1!inal IEualit). illll'fll�lllllC(i �' ` ! II�?jljfill!� ijlj ! � Illii�i ilijijl4i;( jjjii!I !Iljll!Iljll � lliljljilll�; ! !il! ! illj ,Iliji;i l illi jili ij! iiijijililllj ,i I Ijl;l. liiiiilji I jl(Illjljljl i�lll�Il ILII} J k , ff INCH I»HWE IN CN{`1A f I ! I I J__- _71- _ _. - � � ( 1 I 11 II !Ilill 1111 II{IIt 1111111 i 111(1 ' 'illi'liii illi '. .' •1 . I. ,. I. .i. ..1 l.•.. 1111 u 1 11111 n l , ,n ItIn iil„ii ni 1 , I n i � ty ,,`'" �illilllilllllil.III,{Iii,Ill��lll,,IIIIIlillil,l, j., ..III,,,.! lIII. ,,11,,. ...11 I,....1!i!...,I.,.,il„ 111iII �IIfI!II?:IIIIInr ,,{ILI!!!I!,!illlll:llllllllii,11111{tlll�lllltllljlllltllll�IiiUill�ll,,, lll, :,,, Il,llur.,,i�ljin„I,II!,, l .; Inrull„tn„ II„ �,{11111 I ,III, 1 ;��. •� i , r ss A C D4Ito!" O 66' -0" . -__ . -_.. F.O.M. 4.0 F O.M. 7 i 17 - _ i�� . I <ap� 16 `c) /•I� I l I �' 16 2 � (1-4 =� r� q0�n CA U r ZOO q I 4` -- N S c, m ' I - I _ I I I �� ��� I 0� c, :r a c) n 8 __ u) k l 1 p" ! 8'- -- cv TY P C. I k 1 '� x c� I ____..—. ILI __ I FE j- n L) 13 FE �r) 1102 REVISION 1'-817 C7/ - — _ ---- _ NSU9 I r 2'- 8» I a� u' � 9 z a_-- - p I n INSULLy I �n s = I Nv cl { v C) r) kn in C��p 1 I 2 1 __—. __. ___.._. - 1 2 a o I ,--. CD I o 2 I I Lu �� RETAIL. SHELL_ 1 J/ 0° OFFICE SHELL m 2 ! ( U ,n u� 00 a C, + A1.1 + a AV 110 70 8.1 1 f I D6 1�_\ a I _8 ___� C3 L3 i' t'• 8" wC PILASTER ' _ - 3 I c� ,n<—il 6) , _ Dc on 1 0 1 __- - - - ----- 3.0 l c 10(i LOBBY c� ..�-,4 I / 1 1 3.0 ! :{ :« , 02A� �' t '�. �g! [� l 2 U r 1 Gs'�8 V y~ _ 7 9 I _ i 1 7 (DTYp --. U) I.i.. STD He AL1 I L08BY 4.0 24 ___ _Y _ 4 �t I I :r oof I - 7 _____t:: DF DF ,�` ( T x -DN tFIC �j Q �o 110 a \f 5A r4 5 I c� P �� 5 " FE -- � — ---�OD 5� ( 5 _` --_ �- ? I DF 05 r.� _ __ (1__� i ISTD �' �''� 'o . I -*I---- C7) 9 - LA OF ! f = _ U R. ----� / �..�, r 1 I 0MEN ROO ELEC �� 1! � o _ _..a l .ase -- - U ! !r t i 4 l\ - - « AIR C1 Al , _ .._.__.... _ ra 2 '4 PISA - 1� .. an o aD �- j ______` F. OF STUDS (v') V) 1'-8" �`•lr 18 4,I ai 25 ( n N ` 6'_q" 19'-7 5/8" 4 t/'U 5' 0 20'-1" _ _- -_- . 4. a 18 -81" . . 8._p" I-or7'-10"_._. 8'-2" II ! m m o �I V \:3 00 8 22 10 6 io __i �_ 6 �� 0 1 REVISION � �,, 8 . , p I C, I TLO d 1[) I p r O ,.... ' I I 1 •e- I � �' ' C7 _ 1 C.) I U I �:� I C2 I I 01 i`,RAwra 6Y. RBW �, i 16 - - -- ----. /� _ I HEGKED eY LW ao 7 -� _ _ __ = = — I - 7 I `i _ JAS• I r^t = F.O.M. ?. 8 `O ' "` ' f �� Q ICD TYP 0 _ G LjL 8 F.O.M. a --- ! I F t7 M. 8 $ S• I I ACOUSTICALLY SEAL `STUD WALL �• 1 4.G I ( AT T MULLION ' \ \ STOREFRONT • �Ia, p`6'' S' / i 1 6" AT 2'-0" O.C. METAL FURRING r rt , /,S; i 3. 16 STUDS W/ R-19 BATT INSULATION ,�o, t1' 2" Cv = t.i' 4., R.tl. N 12' -0" R.O. n+ 7'-to" ��0' ''\:. / 11'2" V-0'• 5' 0"CC 5' _0• 5' q" 5'_0" 5'_p" 5'_p' S'- 0" 5' 0" 7'- 6" 7 ?. x 6 AT 2'-0" O.C. NONBEARING ISSUED D^Tt _ _ __- __,_.`___ _._ _._.__ ____ WOOD WALL R 19 INSUL n �r. _. _ .........— --- _ ,----_-- � S, ___.._.___..__._.___. _�.__ __ ._...__ ____.__ .�__ _- �.-�e---__ _,�r— �_,�....___._—�. 1 W/ BATT BLDG. PMT.: 02/09/98 M 6._0" V-8 17'- 4" 17' -2" 7' 10" lo'-04_ _____ __.__.____ 66'-p" .__.__.____ __ w..----- __-.._ _ __—___ ________._ _ SAME AS 9 EXCEPT 1/2" COX PLYWD CITY COM 0 �\ - -- 18 ON S. FACE OF STUD UNDER GYP. BD. 3/11/9$ o . T CITY COM.:03 � t40fiTH NAILING: 8d NAILS O 6 O.C. 4i► 3 GENERAL REV: 9/2 279$ FAST FLOOR PLAN 2 SECOND FLOUR PLAN EDGES t -0 INT. aUPPURTS. oQt)o -- 1.a 1/8" a 1'-0� �% METAL RAILING, PAINTED 01) 2 x 4 O 2'-0" O.C. W/ 5/8" GYP. ' R'�' 4 10/02/9a ALUM. WINDOWS-- 8D ON SIDE EXPOSED TO VIEW. 5 REV. 5: 02/11/99 3'-0"W X 4'-0"H , MIN. 2 STUDS O STAIR HEADER. REVISION_7: 5/21/99 1' GENERAL NOTES LEGS KEYNOTES 0 SE REVISION-8:9/30/99 ( 1,HR. FIRE--RATED SHAFT SEE 3/Ai.O INT DRAFTSTQPS IN CONCEALED CEILING AND WALL SPACES SO THAT THL AREA dETWEEN FT STOPS DOES NOT PROM EXIT ILLUMINATION PER 1 F THE t EJE ROOM NUMBER FE o SURFACE-MOUNTED t CMU BEARING WALL `� WALL"CONSTRUCTION 2x6 AT 2X8 WOOD STUDD O 2'--0" 0 C. � °�� INSTALL NGEAL DRAFT DEE LLU UN E SECTION 3313 0 E 988 UBC FIRE EXTINGUISHER Q 2'-0 O.C. W/ 5/8 TYPE X ?.t EXTERIOR FURRING WALL WITH R-19 EXCEED THE REQUIRED MAXIMUM SPACING OUTLINED IN SECTION 2516 (f) OF THE 1988 UBC• �10'A) DOOR NUMBER S DRAWINr, TITLE: GYP BD. EA ,IOL CONTRACTOR SHALL PROVIDE ALL NECESSARY TESTING AND COORDINATE ALL REQUIRED INSPECTIONS - � 2 STEEL COLUMN � �f.8fR�lA��.•INSUL. „ FMR PLANS F.O.M. FACE OF MASONRYSEMI--RECESSED FIRE n PROVIDE ;NUKE DETECTORS IN ELEVATOR 1OB81E5 IN COMPLIANCE WITH SECTION 5103 (,b) OF THE 1988 U.B.C. Tr � EXTINGUISHER „ �� HYDRAULIC ELEVATOR g22STU6 OUT=F q f=LIXOIt�G SAT Al_L HARDWARE SHALL COMPLY WITH REQUIREMENTS OF THE ADA. HB+— HOSE BIB 03 2 x 6 AT 2'--0 O.C. WOODGLASS USED IN DOORS OR GLAZING LOCATED WITHIN A 24" ARC OF THE NEAREST VERTICAL EDGE OF A DOOR OR INV R-1 ATT FUTURE R�$� LdCAjION�.. .:. ' UNLESS OTHERWISE NOTED, DIMENSIONS ARE TO FACE OF MASONRY, FACE OF STUD, CENTERLINE OF BEARING WALL W/ 9 B 11 2ND STORY OVERHANG ABOVE AREAS SUBJECT TO HUMAN IMPACT OR OTHER HAZARDOUS LOCATIONS SHALL BE TEMPERED OR OF .AN APPROVED SAFETY FDO FLOOR DRAIN 4 r INSUL. 23 INTERIOR ELECTRICAL ROOM GLAZING MATERIAL. COLUMN, OR CENTERLINE OF OPENING Dr DRINKING FOUNTAIN (�_) ALUMINUM STOREFRONT SYSTEM RECESSED CAN LIGHT FIXTURES LK;HT AND VENTILATION NOT INDICATED ON THESE FLANS SHALL dE PROVIDED AS PER SECTION 705 OF THE 1988 UBC. UNLESS OTHERWISE NOTED, INTERIOR PARTITION WALLS ARE 2x4 AT 2'-0" U.C. WOOD C� E EXIT SIGN12 IN SOFFIT ABOVE- 10'-0" O.C. 024 HC SHiJWR,SEE 1?E;T.:9yA,1.t.' NON-BEARING, � '•' � ,. •"« - A 1 • O 44 rn ROOFING MATERIAL INDICATED ON PLANS SHALL MEET OR EXCEED THE REQUIREMENTS OF CHAPTER 32, OF THE 1988 UNC. SEE ELEVATOR INSULlAT10N REQUIREMENTS FOR ADDlTIONAI FRAMING, IN SHAFT WALLS. � L EXIT LIGHT � CMU COLUMN �.._j STEEL LADDER 0 ROOF HATCH C2 PROVIDE PRIVACY LOCK INDICATOR 8 ROt�FikG MATERIAL.. INDICATED ON PLANS SHALL MEET ()k F XCEED THE REQUIREMENTS OF CHAPTER 32, OF THE 1988 UBC ODS DOWNSPOUT 6 2 x F SHEAR WALLS _ TL / AND UNSEX 5�GN. - „ a N nF 1 1 m ;4 1-WR FIRE-RATED CMU WALL_ �-�, c tjUl'v _ -SEF SHEET S3.0 w .; oe NO. 97125-05 K-UUU II CMU WAl L _ �_ " • " I � 12540 SW ivI IN S'T'REET .; rr If this notice appears clearer 111,111 the JUN 0 Z 2000 + . document, the document is of marginal quality. niic rofiImed ,�, t (t�t11�!�►III! I !I � I ! � Ilif! I Iflfiil I;L(�. ,L �..�._.��� II !flllliliili II ! f ,;!,Illf,�l: �i i I ; i ;, I Iiti it ilio liili ;il! II ;� II!illlili►(iil;! ' Illfi 111111 j III IiIi! ,.�Fb �#�j` �,{ INCHmoar IN CHINA j_ _ !IF— ..I. 1• t. .. ,,. ,I. I. ., ...,,. ,l,I•. t nnl�nl II 1111!11 1111, Ill lllll!lII) ill Ill! Iiliilll 1111 il!! !11!11! ILII li li '1111 !1111 II ILII ,Ili{) in a III I ni 1 ilii. 1111!! t{ 1111111 11. ! ' IN�i�lillii I ,I I 1 III � ,,, li li ,I, . . , 1..„1,111, ,.:111 .,. L. I ..1111,,..1 ,111..11,. ,I••,,.I 1•.,,1141..,.•.!(1.. .! ili:• ,I,...IIlfl.Illilu,..,.lII,.„,.1111„I.„ ,llltlllicu►I! I,I,IIII,,:lllll JI:.....,,Illl„IJlll... .;lilll„Ililllll !I{. I,f Illi!{illlllt, —-------------- 2.-u- FACE OF OT --FACE OF STUD 0 GENERAL NOTE: N __ BULL NOSE AT ALi lid EDGE - GENERAL NOTE: 4 w LOCATIONS BULL NOSE AT All. TILE EDGE 7: -L -I%z -r,—. / — . LOCATIONS W N *4 am(i)1.It \,f ACE L4- I aw #4 0 OF CT 2 * 11o 4 () ko -H SEE PLANS MIRROR k N IN I L T 0. fp. 3 IV DISPENSER L f .1 1 Z �X-q WNNSCOT (A 0 1'p SEE FINISH FIXED SHELVES 0 C] -� 4�4 GENERAL NOTE: SCHEDULE 14" M N, WAINSCOT Irp At.L ACCESSIBLE TOILET STALLS (40 10 eel w I; SEE FINISH FLUSH LEWR AND ACCESSORIES SHAII + COMPLY WITH UBC 5C.C. 3109(6). SCHEDULE Or 4) e A i-1) PARTITION WHERE INDICATED ON P(-AN SEE PLAN FOR FIXTURE T/BACKSPLASII AT Al P PLACEMENT PAR+TITIONS BOT /MIRROR C+ +I T,O. BOWL AS INDICATED ON PLAN TOILET PART11ION/URNAL \ I6q7 SCREEN ,p CN 6 LAVATORY TO CONFORM To ADDITIONAI, '00 ADAAG 31,32--SEE PLAN Z 3 CT WAINSCOT FOR REQUIRED NUMBER AND STUD AT OV \- <D 1'� Typ� COUNTFR ; /--FACE OF LCX�ATION Of FIXTURES 1*CL) SUPPORT MEN T) CT 4+4 HANDICAPPED ACCESSIBLE URINAL J " - PRACKEI [M3 1 ELEVATION HC URINAL PROFILL. 3" MIN.�TY�--i SEE PLAN LAVATOR( PIPE: CE OF CT INSULATION t 3, 5. ACE OF STUD OTE DIMENSIONS ARE TofiNTE TYPICAL NORM AV ACE OF STUD UNL.E!)z' I"i FROM FACE NOTED OTHERWISE OR OF STUD TO PLAN i)*HOWN AS CIENTFRLINF FACE OF CT HANDICAPPED ACCESSIBLE URINAL �'-4`� TYPICAL COUNTER LAVATORY � ) 0&AlL 10800-03 10900-05 Atlv8" c- o* 1. Sri- PLAN____.___ SEE PI A1,I PIA GENERAL NO) E: PULL NOSE AT ALL TILE EDGE. LOCATIONS HANO-HELD SHOWER HEAD PER ADA GUIDELINES 54" MIN .----- SEE PIAN . 42" MIN 12" MIN 36 TOILET SEAT 36" COVER DISPENSER MA) WAJW,.C(INI3TSONTROL AREA cEE FH GENERAL NOTE: SCHEDULE ALL ACCESSIBLE TOILET STALLS GRAB BAR--PER-----, AND ACCESSORIES SHALL it ADAAG 30 COMPLY WITH UBC CHAPTER 11 GRAB BARS GRAB BAR"--, ---j AND ADAAG 30. + SFE PLAN FOR NXTUr" cr PLACEMENT. PARTITIONS FOLD-DOWN SEAT PER 30" MIN. VALVE AS INDICATED ON PLAN ADA GUIDELINES— OPEN SIDE SEE FIGURE 36 OF kOOM C11111- A1 LE FOLD-DOWN SEAT PER ADA GUIDELINES- SEE z SANITARY DISPOSAL. z FIGURE ADAAG 36 0 TOILET PAPER DISPENSER—— BACK WALL SIDE WALL GRAB BAR NO SCALE SLOPE To SLOPE TO- SLOPE TO • DR IL DRA.14-;�.� ----------- to. I /1 0 l L- SE6LIAU v I V) 3 HANDICAPPED ACCESSBLE WATER CLOSET AND GRAB BARS 0 Ate r9—'NN HANDICAPPED A(A'CESSIBLE SHOWER AND GRAB BARS cy- 10800-01 10800-07 IN CL N BOT CHORD NOTE- FINISHES BOTH SIDES AT SIM CONU. OF TJI MIRROR TYPICAL PARTITION DIRAWN ffy. RBW 3/4- GAP I' wv 01 LW` 3/4" PLYWOOD W/ LAYER TYPICAL RECESSED PAPER OF P. LAM OVER 2 DISPENSER/WASTE 1�� TOWEL Dl.:) FINISH FLOOR RECEPTACLE 12 50HO BLOCKING T`YP c,� 2 03 03 TOILET PAPER SLIP-JOINT WALL SUP-JOINT WALL PARALLEL TO 1J; PERP TO FJI P. LAN [A. FACE AND EDGE 04 SANITAP( NAPKIN DISPENSER LAV LEDGER 3/4" TOILET PARTITION/URINAL SCREEN 3-1/2- SOUND ATTIINUAPON BATT IN WALL AND ACROSS TOP OF PLYWOOD SUPPORf GRAB BAR---SEE DETAIL OF CEILING Of TOILET ROOMS. BRACKET AT END ADJ TO ISSUED DATE 1 0 0 3/Al.) r()ILET PARTITION/UR lrw� DES. REV, & BL.PGL PMT SUSPENDEP A C TILE CEILING. .-CREEN FIN15d FLOOR 02/09/98 L 10) TOILET SEAT COVER 06 ;Y2 STOP SCRU!LD TO WALL--PA1 06 07 DISPENSER---COORDINATE CITY COM.:03/11/98 hi �JW/ GRAB BAR HEIGHT, 2 CITY COM.:03/27/98 Gyp FjD STD & H.C. TOILET--SEE GENERAL REVISION- 174 DETAIL 3/A 1 1 PLYWOOD BRACKET SCREWED 3 TO STOP AND TOP 09/22/98 TOILET ROOM T U. REV.. 10/02/98 CERAMIC TILE WAINcGOT-­SEE FINISHED FLOOR SPOUT / a % NOT USED REV. 5. 02/11/99 PLAN I /Al.1 LJ HC URINAL---SEE DETAIL T-71--w1f I T-7 F 9 ENUVA%n WSMOM -..-PLYWC -)/Al .1 M SUB-FLOOR • L C-4 FINISH FLOOR .11. 11•V Pt-AN DETAILS HI-LO DRINKING FOUNTAIN 4 FLOOR 100 � 10) ,4 0 41 0*0 SANITARY NAPKIN DISPOSAL • ligo TYR • 0.0 K 71 � ) -! [ I( r LA ( F ( INTERIOR PARTITON Xr TOLET ROOM V. COUNTER /"7�j k4OLINTING TS 81 '-')N THROUGH LAV. COUNT Al * 1 UP ���1.1 3/4 0 09250--07 3' 1'- 0" I 1' 0" 971125.01 j() SW MA'.N STREI;I U,j 25 PG lo of, 2" If this notice appe"I us clearer thall III,, J U N 0 2 2000 documelit, the documel)( is of morgill-al (111,IHO. 1111cl-ohlim'd P % i!4!1i Ili jilijillIkill lil ill Hill MADE: IN i ' , CHI li V mill Iii ill lipi pliIiIIA11111i i I ...... lIn III!i III;i W1 I Iiii i I iii I ill tt 100� 0"Ef J d A B C D E II � REVI510N � I 3.0 I 19 13 I 12 0 �� � � � � � � � � It ---- ------ I I w T.O.S. 3 T.O.S. --- '� o 2 N If1 0 15 CL L = QOt010 HEAD - - - -!- - `7 = HEAD _ _ _ 1- -- -- N 0 — — L 04 M SILL - _ �_ - _. L - I�- ---P.J• 1 U �D "v ;., SILL - - g - -- - -- --- - - 0 X' T.O. 2ND SHEAT -G - -1 F - -- - - - -� ( w II r. - - -_ _-. .. r7 �' oI T.O. 2ND SHEATHING I --- - - - - - - - - - --- - - -- -f - - - - -- - - - - -P --- - - - - - - ---- - - --- - `L N W Q cD }- --------- Q .- N O i. _ B.0-OVERHANG ! L _ L .T _r _I` _ I L;_l ---= - r - — 1 1 T TZ REVISION .4 - - I:EItij _ 1. r Tj I _ _A -1 1 ST FLOOR SLAB _ _ C J 1 =k-- l_l ; i ST FLOOR SLAB _._ - - SOUTH ELEVATION S S '4 s SOUTH/WEST ELEVATION 2. 1/8" - V-0" 2. 1/8" = 1 ' 0.• FF 2 3 Y3O 4 8 1 2 3 4 3.0 T.U. ROOF0 -- - -_ oto - 30 II I i I I , i I 00 I _ W 2 -6" TT O.PARAPET - _ ._ - - _. _ ) LEGEND _ I a 2' 6" - T.O.S. --------------- — ._ -- _- -- _- - __ ..-__ - 1 , -_ �� _ _ T.O.S. TOP OF SHEATHING + CL a T O.P. TOP OF PARAPET io - P.J. -__-_ _ _ -__ -..__. _ P.J. FIN. FLR. FINISHED FLOOR HEAD I - _ - 17 1 a B.U. BOTTOM OF SILL � _ - P.J. L._ - a _ P.J. P.J. PANEL JOINT O - - -I T.O. 2ND SHEATHING I I 1 L I (_ . ._--- -- -- — ---- ___ - 252 --- ----- ---- - -- . N._ B.o.OVERHANG 1 _ 1 1 _ - _ - 1 - - _ r XT. PAINT SCHEDULE E r - _ s _ NUMBER COLOR NAME PRODUCT NUMBER -- 1- i o 1 — ARIA-IVORY MILLER--8680W -I I_.. r I - j JADE-GREEN_ MILLER-CUSTOM `� 3.O.MULL L r 1 ST FLOOR SLAB T-il - 2 WEST ELEVATION 7 REVISION Z. 1 118' = 1'-0' t E D C �8 B A 1 KEYNOTES Z Z T.O. GABLE 12 13 A3.0 `i� — SPLIT-FACED CMU, SEALED (COLOR: BLACK) v T.O.PARAPET _ 17'71 -- - O SPLIT-FACED CMU, SEALED (COLOR: NATURAL) �/ I O r- - 2 I J-s 0 STUCCO-FINISH FIBER-CEMENT SIDING, PAINTED (P-1) VI C - r m 4O METAL ROOFIOG NO CONT-RIDGE VENTS (COLOR: JADE GREEN) ., c0MrLT _4-t ALUMINUM STOREFRONT SYSTEM O ALUMINUM WINDOWS 'N Q a, T.O. 2ND SH THING 7� METAL SCUPPER AND DOWNSPOUT- REF. DETAIL 6/A5.0 N v 4 � CL I= O METAL GUTTER AND DOWNSPOUT-- REF. DETAIL 4/A5.C1 'v 7 _ 1 N �� REVISION T - �I09METAL RAILS, PAINTED (P-2) DRAWN BY: RBW/SC 10 SIGNS BY TENANTS CHECKED BY: LW 1 ST FLOOR SLAB .••. NORTH ELEVATION STREET ADDRESS ��,•.;,. ' ,, �A 1/8" g 4 2 3 2 ' 1 12 METAL FLASHING i ( 6 N - 3.0 �I 8 7 12 13 LINE OF ROOF BEYOND - SHOWN DASHED T.O. GABLE 3 I I K � I 13 3 14 STAIRS BEYOND .J rn --- - Ln 7 15 BALCONY / GUARDRAIL BEYOND, PAINTED (P-2) r T.O.S. ISSUED DATE -` - --- -- - - CMU SEALED LUG. PMT.: 02/09/9 _ 2, CITY.COM.: 03/11/98 , a 17 LIGHT FIXTURES- PROVIDED BY CITY CUM.:03/27/98 HEAD I - -- — - - -- !, 'I OWNER, INSTALLED BY GENERAL CONTRACTOR s GENERAL REV: 9/22/98 o o +_- -- 18 KNOX BOX ° REV. 4: 10/02_/98 SILL P.J. 5 REV, 5: 02/11/99 IF] _ _ _ _- _ -_. -_ l �. __ .- _ -- -- __ _. .__ _1 �- _ - -- - - - -- - 19 PARAPET BEYOND (FOR FIRE RATING) 7� REVISION 5/21/99 la 0 0 1.0. 2ND SHEATHING _ _ _ _ _ - - - - - - - - - - - P. o _-_-- -- - ___--- I I , ------- __-- --. -_ -._ __.. 1 (D I 41 NI I I L � 14 o B.O. OVERHANG`��A n — L. 1 T .T _ . 1_T J 1. 1 _1 _I.L T 1_J _F - - L1 r 1 .. r, S _I_ __L _f + - -r DRAWING TITLE: - EXTERIOR ELEVATIONS 11 1-I I-1 rL 1 r -- - 2 > I L II r_ r r �_ J Lr n. L_ j L.r- Z T L z fi --- - --- - -- I -- I I I -- _ _ r T T --_ T I -- _. o E.O. LL i_ 1_ 1 l - - L _ - L` - - - - �. - _ A290 1ST FLOUR SLAB _ 1... L : 1.. T _ _ n, r� ti TYP 7 REVISIOIJ ro 13UP98-111100 4 EAST ELEVATION �- n-� m 12540 SW MAIN STREET �__..-_._ -...—__ _-- _�� of 1 1 PG I I of 22 JOB No- 97125.0 1uq r AC r JUN 0 2 200(! •. , If This notice r� peers clearer than tlti' , document, the document is of mal•kinill g11;11' • IIIICI of d filled I I ; !I {I111 ! 1111111 ! 1 ' I ' IIi III' i I III III 'lli ! 1 I tli ! li IN 111 ! Il 1, t I t t ! !, 't I i ► i i it ! I 1' I I l I I 1 I I i ill! I 1 � 11 i � t I ' j I i i � 1111 ,I � fit' Illi fly I!I i i�i4i�i11�.;i I ljlill!�l�iii, l I ,I� illllj �i i11 �I IIIII. ; INCN�MAOE IN CHINA IF I 11 I 11111!11' Illlill I 11 I{illl lill i!i I i{ilii ' lill lily{ i1 lilil li'I illl{'iiiii 'ii (' � +' it i! I t1t I t Ilt t i !' "t t' ".,t t�-��� 1 tt1111 1 n11 1 11!1111 1it111 1111,11 111 1 , I n n �,,. ;.,• .; Ililillliiliiiliiill�.,, �I��� •„,Il,�ll,•!!I!l�i,. .,,Ii•„I II!,..!•!,I„•.,.!I!!!,.I•!IIIL..•I.I..II.•.,•I,.I...,...I..•..II+!!. !!I�IiI!1111},!}IIII!!Illlltl.,!,.!I.}..•!•1111,i1.,,�lll,lILS,IIutLli�1,111111n:,,1111�1�.,,...111�1„111,111„, ,111,n1,filen„,111,,,i,ll!!I1!Ilnl{i,. . . � 1 ";) 2 34) 5 6 7 8 KEYNOTES .*. D 4.0 I A4.0 #4 N 0 I ! O CMU BEARING WALL Q of a CORRIDOR - 0<Lot STEEL COLUMN--REFER TO STRUCTURAL ( 2 ry N L• N N 2X6 WOOD BEARING WALL N�0 0 OALUMINUM STOREFRONT SYSTEM 1 N 0 X 2 O 6 - -- - -- - - - - 6 I I U CMU COLUMN ut a r I �� [ I �, II FSHELI ( 6 ) 2X4 WOOD INTERIOR WALL - NONBEARING 0 FICE'SH L -;�. [[0 ICE I �-' ) _ 201A 2.2A, 03A FF --- ® II METAL RAILING DF T.SHTG. j / I c!) - - _ - _ ALUMINUM WINDOWS ROOF HATCH---REFER TO DETAIL 5/A5.0 :�E 09 I 10AL LADDER, SECURED TO WALL. REFER 0 a RETAIL SHELL IMECHANICAt RETAIL SHELL 11 2X8 WOOD STUD 2'-0" O.C. EXTERIOR FURRING WALL 2 10 103 t02 4 I I O WITH R-19 FIBERGLASS BATT INSULATION I.O.CONC I I I I 12 2X4 WOOD STUD 0 2'-0" O.0 EXTERIOR FURRING WALL ra REVISION D i mI BUILDING SECTION J Q W E D C B A w E B A.1 A T.O. ROOF 3 4.0 O.H. i 4 0 `1 4.0 O.H. 1 e SIM. O.GABLk (1. _ ( I 1 12. V I/ T.O.P. > N - 0 _ 4 � &8 � LLJ I 201 OFFICE SHELL 3 I OFFICE SHELL. I WOMEN LOBBY 7 I 7 Lj -- 02-6-9 I I I 201 202 I 200 1I I 0 I __ ------- �— I --- T.SHTG. � 7 I �-...- T.0 2ND FLR REVISION rSHEATHING 5 I 4 --�---- — 2 1 �" I 5 �I, I 2 i ._ .... 1 5 1 r f O -- r 1 �' --- I I N 4 CC \ I I r > 1n Q RETAIL SHELL a RETA;L SHELL 6 /— LOBBY I L J I .J U3A rim t 4 I I I I 102 -' =65 _ T.O.CONC. - Sf FLR SLAB j, �-- r1. 1� -- -' f 11 -� �. I l i r J,� J I L___.J ` _ i i I I i f J1 L C PAWN Bl RBW L____J [I1ECkEC B'r LW _ I 2 BUILDING SECTION 3 BUILDING SECTION3". V_Ol �; 't r • rn cn � 14 4rNj may, ISSUED DATE o ry -- BLDG. PMT.: 02/09/98 t CITY.COM.:03/11/98 2 CITY COM.:03/27/98 r r GENERAL REV: 9/22/98 a REV. 4: 10/02/98 LL5 REV. 5: 02/11/99 Y 7 REVISION_7: 5/21/99 n a� a I JG TI-LE r� BLDG. rSECTIONS r- �1 rn 3 ,e0 r li to ro I4U1'yK-IIIIU/II � 11 — 12540 SW MAIN t'I'ItEI;I' F uj PG 12 of 22 Joe rlo: 9'/ 125,( u, A.,. . a. _, � .•.�::: :: . . . . ., , . .��,� �a^;�yra� alnxa�;-! nnrr+,aaa, M'. If this police appears clrilrc'r 111:111 Ow JUN 0 Z 2000 docimiciil. the document is of 111;11.01'al II11:I1ily. mcd. c I I I I I I I I I I i 1 I• � '1' , I I + I ! II ! i 111111lII ► +i ! +1111+� + I ! + ! fl Iiif l i ! ii ' it I'Ililt �Iill' I IIA f' ii " fl .�-. IIII ! IIIII VIII ; I ! IIiI ( II ! i I I ! .I ilil �il I � II I II : I � I ! 11• ! I � li ill III , I� I ' i . . ! i , ! III � IiII i I � IIID± ;A �� 1 1 I I I I S I ! I C 1 INCH MADE IN CHINA 1 I 1 -13 , I !. .i. .I i I II II hill 1 I{ill I 111 111 11111ii1 (Illi 1111 I'il Illi) II•ilt!11'''!i1111 li,ll'1 Iii' Iii 1. 1 ilii! Ili 11I� 111111 II 1 't:'� "' 1lllill 11 1,1111 Ili IIII 1 t 11IIItl !Iltl 11 !11 11 11 11 1 li .• l IIIIIIIIIIIIIIIIIIII •lIIIIII(II . ,llllll!lII,!!IIl. ..Illl.ii! IIII. ,)! I,., .,J!!!•..,,Illi. ,•+.i.,l,,,,,ll,li,. i! .... II!li.,.11!,.,�IiIiIUlI!. Itt.,.,,,.Ut„„.Iltl..tLlll.Illifilll•iiiiliii lull,Ill,., lll,iil,l,li.. ,,IIIIiIiIRll.illl!I,Itllillltllllillll. ; . • • • • • • • • • • • • • • • ♦ • Y • ♦ • • 0 d METAL ROOFING ON q ••1 ••• .+ •. W . . ROOFING FELT ON E .•1 •.. % PLYWOOD ROOF 8 1 N SHEATHING. / .0 �� I I ♦ O 0) I Q r- \�� I Jr�^ Q 0 N N ti METAL COPING ( N Z 500 f METAL FLASHING I I l.. O� JX f' I P.T. WOOD � METAL COPING - --`�� \ �a r� /--SIMPSON STRAFOOVFRTAI2 ------B.U.R. ON DECKING I TOP PLATE � ) I 0 DEC +32 -6" _ P.T. WOOD l METAL COPING PLYWOOD SHEATHING JOISTSENGINEERED WOOD T.O.P. TOP PLATE 8 < / °'_ P.T. FIRE-RETARDANT WOOD 2 T.O.M. 7 REVISION - 8 a FIBER CANT ) TOP PLATE 5.0 4 ---R-19 BATT I FIBER CANT BEYOND-----x BEYOND — A5.1 CN FIBER CANT BEYOND WOOD A5 INSULATION B.U.R. ON 1 B.U.R. ON I TRUSS--SEE PLYWOOD ROOF "' PLYWOOD ROOF STRUCTURAL. SHEATHING ON i SHEATHING ON METAL GUT-TER METAL FLASHING -----1 WOOD JOISTS � ! WOOD JOISTS I 29 -4 -FIBER-CEI SENT PANELS I I - . - SUSPENDED A.C.T. ON BUILDING PAPER I I I.O.P. I T.O.P, B.U.R. ON PLYWOOD T.O.P. P •• Q ON LYWD SHEATHING <\ , � ROOF SHEATHING ON 2x CORNICE AND TRIM I WOOD JOISTS - R-19 BATT a WITH FIBER CEMENT cv INSULATION , 1 PANEL FINISH �- C.M.U. WALL ' \� 2x6 WOOD FRAMING / 26'-10" BEYOND. ) ,� 26'-10 I I FNG.NEERED ( W/ PLY'WD SHEATH � i--- WOOD JOISTS \ T.O.P. r 2x4 WOOD FURRING ! I I - BLOCKING AS REO. i I 3 FOR WALL AND SOF IT <I / ` FINISH EDGE NAILIN 5 0 SIM FIBER-CEMENT - GLU-LAM BEAM -- A5.1 CD ` PANELS ON PLYWOOD �, SIMPSON A34 BEYOND-SEE I 1 I SIMP. A35 SOFFIT / \ STRUCTURAL ( I EACH SIDE j OF STUD GLU-LAM QEAM BEYOND� R-19 INSULATION R-19 � -, INSUL. R-19 INSULATION P.J. 2X6 WOOD FURRING C.M.U. WALL. a 2X WOOD STUD L R-19 BATT INSUL. " BEARING WALL \ ( SIMPSON LSTA12 C� 2'-0 0.C. `\ 0 2'-0" 0.C. r - -- — Li SPLIT FACED -� -- 6" METAL FURRING ' FIBER CEMENT PANELS t W/ R-19 BATT INSUL.- LOBBY � C.M.U. BEYOND OFFICE SHELL �-- � -\ FIBER CEMENT PANELS PLYWOOD BUILDING SHEATHING ON X00 FIBER-CEMENT J � 201 l- C(. PANELS BEYOND METAL PIPE ( ON BUILDING PAPER ON o f GLU-LAM BEAM FIBER CEMENT \ PLYWOOD SHEATHING f J � x RAILS,1 1/4" o �— BEYOND-SEE PANELS ON ALUMINUM 0 STD. PIPE- STRUCTURAL BUILDING I O WINDOW o f• EXTERIOR �J PAINTED PAPER ON ALUMINUM WINDOW - -`�� i ry P.J. ENGINEERED WOOD PLYWOOD L_ JOIST-SEE SHEATHING ON > 9 _ XT RIUR 9 EXTERIOR r - STOREFRONT ----------- - STRUCTURAL 2x6 WOOD 6.0 = 6.0� S OREFRONT DOOR _:-:�SIM AND TRANSOM I FRAMING FFICE SHELL �__-__.._- OFFICE SHELL PLYWOOD 201 1\ 201 z $ �� z TILE DECK ON 1 1/4" -CL _ SUB-FLOOR R-19 BATT PLYWOOD SUB-FLOOR / GLUE-LAM INSUL. O ON ENGINEERED WOOD BED OF GROUT ON Ln CL i BEAM-SEE A5.1 o PLYWOOD - o PLYWOOD SUB-FLUOR ~� JOISTS 1/2" PLYWOOD - ( - '`� R-19 BATT INSUL. -- STRUCTURAL PLYWOOD SUB-FLOOR I SUB-FLOOR ON i — ON WOOD JOISTS --� WOOD JOISTS ON WOOD JOISTS _ SEE - -! 3'-4' 2ND STRUCTURAL \� I / _ LL.I -_SLOPE O.SHT'G. 1 A j13'-4" I I 1.0. 2ND T.0.2ND 2ND .O.SHT'G r 2ND T.O.SHT'G. � FLOOR _� -- SHEATHING G _ _ — 5/8" GYP. • • T.O.SHT'G. �,. I ��• SHEATHING - Q BD. ON 6,. -- @ DECK \ --- 'n --� 3 A5.1 �� 2x4 LEDGER W/ 1/2"2' `' j V / METAL //\\ ��-- --- - FURRING l'� �-�__ --- A5.1 M 70 A.B. @ 4'-0' 0.C. I I _ I f .► W/ R-G19 - -- _ a I --- 5 --- BATT --- Q J �r INSUL. DRAIN TO D.S. -- -- —� _IM - \ _1`_' -LAM BEAM 5 l!­_ —) SUSP. ! CONT. A5.1 - - �^ Q SOFIT VENT, A�'1 -- SEE. STRUCTURAL - CONT. PERF. _ CONT. PER 5 I ENGINEERED L J .. A5i WOOD JOISTS ^' ACT --- - . . SOFFIT VENT, PAINTED, TYP. PAINTED­T)?,_ - - - PAINTED, 1 _. - k_ ----- - --- FIBER-CEMENT SPLIT FACED FIBER CEMENT I PANELS ON C.M.U. COLUMN PANELS ON SPLIT FACED PLYWOOD BEYOND PLYWOOD C.M.U. COLUMN SHEATHING ON I SHEATHING IN BEYOND GLU-LAM BEAM BEYOND WOOD FRAMING -- ' WOOD FRAMING C.M.U. WALL � C.M.U. WALL •• DRAWrA BY: RBW CHECKED BY: LW N �� _ _ _ 6' METAL FURRING C.M.0 COL. BEYOND = UE TAL _ _ - - W/ R-19 BATT INSUL -� HANDRAILS \� > OPEN �, OPEN --- WALL SECTION AT :'`� e BEYOND ( BEYOND - L Cr Inn, — ---.-._ 6" METAL FURRING EAST, TYPICAL TS COLUMN BEYGND �.�, e� W/ R-19 BATT _ 6,-O„ i INSUL OR ALUMIIJUM STOREFF T = rn ALUMINUM �- � ►' DOOR AND TRANSOM STOREFRONT SYSTEM rZEVISION � CD � � r RETAIL SHELL RETAIL SHELL RETAIL SHELL .%' STAIRS BEYOND > - _ 102 _----- _..---- -- ---- ---=- - -- -- - 102 ISSUED DATE FINISHED BEYOND •♦ I CITY.COM J3/1 1/98/Q8 #3 NOSING - BLACK SPLIT-FACED - REBAR, TYP. BLACK SPLIT-FACED 2 CITY COM.:03/27/98 r - C.M.U. BEYOND C.M.U. CONCRETE WALKWAY, ` 10'_0„ ----- - - 3 09/22/98 ERAL REVISION: SLOPED 1/4"/F T CONCRETE WALKWAY, - F.F. T O,CONC__.__ 4 REV. 4: 10/02/98 _JB1 DRAINy F.F. SLOPED TO DRAIN T,O.CONC 5 REV. 5: 02/11/99 � `- 'i--'---------.-. "�'lt 7 REVISION-7: 5/21/90 f ---- c 4" CONCRETE cn I l ASPHALTIC COh'CF~'.ETF_ E,17Ae•Ir��, TI TLE: LANDING W/ #4 �-� w > !��-I ASPHALTIC CONCRETE [- __ - WALL SECTIONS cn c� PAVING REF. CIVIL u' i 24' O.0 EA. WAY- > ( ) PAVING (REF. CIVIL) I6� NOTE: SEE STRUCTURAL FOR r- REPAIR AND/OR CONSTRUCTION tiut�ylt-uuu�u REPLACE CITY NOTE: WALKWAY NOTES - ---___--- CONC. FOOTING SIDEWALK AS TERMINATES WITH STEPS SEE STRUCTURAL 12540 '�W MAIN s,rREET' REQUIRED AT SIM. CONDITION REF. PG 13 of 22 TO 1/A4.0 AND CIVIL. 4 ,e 0 • U6 WALL SECTION 2 WALL SECTION _ WALL SECTION AT EAST ENTRY _ _ _ � WALL SECTION OF 14A41 1,/2" = 1'-O" 4. 1 �;- - 1'-rl" 4. I�`,', �, o', 4. 1/2" = 1'-o" ��_ - r 11 0: 971 U1 li joB N L� appears J U N 0 2 2000 If this n�►licr ;I ► ►e:►rs rle:Irer Ih:rn the dOcnment, tl►e document is of n►ar1„inal qu;Ilih. illll'rohill cd (MCN NIAOE' IN CHINA 1 1 C� U 1= i I! I IIII!I l wIII •il !III liii!iil{ 1 lilll 'II!' lilt ifli li'lii I liiiil iii I Ii ' l' ' I I inn "I {' jllll!lIIIT 11111,11111_ ILII IIl�, ,,,,III�II!LIIll1,, .,II111,,II1ili.. .l,,,. ..,,,I,l..I.,II!lI...I!,.,,!„ .lI..I...j.lii. 111.. 1111i1.1!lIII.!Ihhl ! !I III 1 1.. , ! .. ., , ., .U►11!I ! .LII! t, ill . .{IN Illl�ilu�i,I i Sol A C -- '•' y - BUILT-UP ROOFING GASKETED NAIL I d 66'-0" METAL FLASHING CAP --- SLOPE 1/4' ROOF SHEAIHIN ; j P.T. FIRE RETARDANT T.O. PLATE ------- '_ 2X TOP PLATE W/ � ° � u► e • • • �� •, •• • • i I 1/2" DIA. A B. 0 4$" U.C. ; ; .0 A5.0 - Q 2N00 li Q � c00 j I I1 71 � COPING - NAIL AT 6" O.C- Q iy - SHEET METAL ! L cv N Iv FLASHING --- �'�,> . SHEET METAL CLEAT ® 2'-0" O.C. / CLEAT AT 2'-.0 O.C. u3i Z0 0 • «, • l- --- 8" C.M.U. WALL 00x 5 `, NOW4 r__ -- 2 X 6 WOOD TRIM K ---- ---- BUILT-UP ROOF UP WALL WOOD FRAMED WALL I � AND ON TOP OF TOP PLATE Q FIBER CANT PLYWOOD SHEATHING -- __-- 5 cx) 0 A5.0 — -- BUILDING PAPEF INTERIOR EXTERIOR_ \\� INTERIOR \ EXTERIOR — / — FIBER-CEMENT PANEL 6 1 x 10 WOOD CORNICE j 2 PARAPET FLASHING @ CMU WALL COPING �3} - 5.0 1 1/2" 07620-04 1 -o" `� -- -- DS - - �1 07620-02 - WOOD TRUSS PLYWOOD ROOF SHEATHING \ METAL ROOFING � a� ROOFING FELT '-- - ROOF HATCH WITH RIGID INSULATION Ix,1 --- --- ROOFING SYSTEM SIMPSON LSTA12 STRAP JJ 22'.-4" - OVER PLYWOOD SHEATHING - — ROOF SHEATHING INSTALL STRAP AS PER 2 3 N MANUFACTURER'S SPEC. �• 4" FIBER �X, W DS -- -- _ CANT . 1 X I (2) 2 X 6 WITH HANGER EACH END TO TJI L�.. X)C d C7 � 6 -- - �.J DS �_ �s — 0 ATTACH GSM GUTTER AS \ PER MANUFACTURER'S SPEC. -- FIBER CEMENT PANEL W PLYWOOD SHEATHING - - BUILDING PAPER -� -" ""- --- TJI, BEYOND w - I �---- 2X4 WOOD STUD FURRING 7 rn —� -WOOD STUD BEARING REVISION - - 7 3 � WALL FRAMING Q i 4 GUTTER DETAIL ROOF HATCH ----S O1' -0" NQ 3" - 07710-04 5.� 3 '^ -" 1' 0" 07720-01 L / CL N w Toll— j \-06 - - -- �- - - EXTERIOR FIN. SIDING -- SEE ~ 8 ELEVATION I DRAWN eY: KAS 2 4 O 2.. CHECKED eY: LW ,. ., ff --------- CAP GRAVEL STOP / -- CONT. SEALANT _ — COUNTER FLASHING ' ' " - SOLDER BUILT-LIP — METAL LINER -1-- ���- CENTER LINE OF PANEL, SCUPPER AND ;o" - 1, ROOFING DOWNSPOUT. ON ROOF ( SCUPPER OPEN EACH END SHEATHING BIRD SCREEN , y I i -- - i i TOP OF ROOF f rn - /X/1 _ - ._ -- - - - -- - - - o 7 \ N0 /1 ! I I ISSUED DATE -I 5 O I II BLDG. PMT.. 02/09/98 V L I I I t CITY.COM.:03/1 1/98 4 — BIRD SCREEN i , I 2 CITY COM.:03/27/98 ' ( { + + 1 3 GENERAL REV: 9/22/99 PROVIDE FLAT N ILER NO MASTIC ENTIRE SCUPPER ASSEMBLY —T 4 REV. 4: 10/2/98 LL KEYNOTES UNDER 5 REFV. 5: S/11/99 FLASHING FOR VERIFY PROFILE W/ MANUFACTURER ') NOTE: SMOOTH ATTACHMENT - - 0 REVISION_7: 5/21/99 CD SEE ROOF FRAMING PLAN FOP. 1 �> _ ' �— Ln ROOF ELEVATIONS. O SCUPPER & DOWNSPOUT--SEE 6/A5.0 DOWNSPOUT a O GUTTER -- 4" MIN. DOWNSPOUT .-, ----�----- ------- - . -_ _ — -- DRAWING TITLE: y O SPLASH BLOCK ROOF PLAN & cu EXTERIOR DETAILS rx.I w _ 0 ROOF HATCH NORTH �' 33,000• 1 ROOF PLAN O METAL CRICKET g of _J 5.0 !/£�" 1' CI" �6 BUILT-UP ROOFINGA50 a ,� s SCUPPER AND DOWNSPOUT SCUPPER AND DOWNSPOUT - ELEVATION o Iwv yt;_uuu rll 12540 SW MAIN till?I1 I �7� METAL ROOF 5.0 I 1/ '" - 1' r)" 07710-05 5.� 1 1/'>" I r1" 07710-02 OF 11 " i i Q(i 14 of 22 roe No: 9 7I t'5.01 f) II' this nolicc appears clearer Than IIIc• JUN 0 2 2000 document° the document is of mari;inal Illmlity. Illll'I'11�1!Illl'(� �ijl ; Il! j!ji , !I ,I ; jllijlj! I Ij!rl,l�!I !� I ! MCHINA Ijli�,�jljllilll! ; ! �j ij { ! ; j ; i I, , i+ { I ! '� . � I j tt Ijlj:jl�l ij! iii�ijl�ill� ; 1!IjIjIlilljijjll Illjlji� lllj;jt ij j �!ll� lll! ,' yd. INCH ADE IN .19 �i' I 1 ii is' IM � � � .�� �1- '� 3� 1+' I I it I IIIII ' I II IIItI iiilf illi iiu i IIII1111 Ifi'I it 'n i {i I, ill 'i iiii 1 "I ! i t n 1 II 'I:'I Ilfllfl I Ilnlll I nII I nl Ilnllllfi n,ln I In II 111101! i<. � I{il{I{{Iljll,{Illlll,i!lll I. ,Illljll.li{L,jl,. ..lII,,,, ,lIIl. ,! l..., .I! ..,....le{!l...I.I.,i!t, ..I,•I. . ..I.., ..!+!i �I 11!!IlIIII�lI!II!!lulln!!!t.11l!!!.!!�III!t1.,ljl!I.,II .jl„11lhlji:��llll !{ 11 ..,t II, 1,11!.,:! , I! I (I j II{i111 FIBER CEMENT PANEL TILE �.-- BUILDING PAPER /��� , •- SLOPED GROUT • �,� • . . • • . • e • • • ♦ • • • CLEAT AT 2'-0" O.C. �� PLY"WOOD SHEATHING 0 2x6 � �---"" BED OF GROUT MEMBRANE SHEET METAL FLASHING MASTIC OR METAL FLASHING C!IP I / �-� ••� ��� �� � GUARDRAIL POST - METAL FLASHING FLOOR DRAIN / z B.U.R. ''� /� •�• 0 PREFORMED NEOPRENE. o 1 x 10 ASPHALTIC ���-- - BITUTHENE MEMBRANE COLLAR JL N Lo � r-_ HARDBOARD -� -�/ �,� ASPHALTIC HARDBOARD 0 rn CON —/ - WOOD FRAMING `'` ���"� TILE / r MASTIC OR LIQI;ID MASTIC OR LIQUID MEMBRANE Q a FIBER CANT 3/4" LIQUID - - / BITUTHENE MEMBRANE V / SLOPED GROUT / MEMBRANE METAL FLASHING 3 Z ri o r MEMBRANE FILLET, :� I / Z O > ___ MEMBRANE q 1- a BUILDING PAPER �'ON'' BED OF GROUT MASTIC OR LIQUID, / g 1 i MEMBRANE l q a x FIBER CEMENT PANEL x- I i SLOPL °� �d W L. L) i SLOPE _._ J / /- ASPALTIC HARDBOARD _ I - - -- -- T.O.TILE SLOFc SLOPE . ® DRAIN --- PLYWOOD SHEATHING ° I I VIL 4 a a M. -- BITUTHENE MEMBRANE .- rAc-JA_:.J_ .y fig I < v 2 1�2" 3/4" LIQUID MEMBRANE _ _ �� 6" MIN. FILLET, CONT IN.1 o o o ~ 3/4" PLYWOOD SHEATHING I I , �, AIN._ FIBER CEMENT PANELS 0 MASTIC OR LIQ. MEMBRANE SECURE POST TO JOIST _ BITUTHENE MIN. 2 PLACES W/ 20 GA. MEMBRANE - -- ` - METAL STRAPS & 8" W.S. BITUTHENE MEMBRANE 3/4" PLN'_"OD SHEATHING - 3/4" PLYWOOD 1 PARAPET FLASHING AT WOOD STUD WALL 2 BALCONY SIDE-WALL FLASHING WOOD JOIST BEYOND CO S E L SHINE 3 BALCONY— CO FLOOR DRAIN 4 BALCONY HANDRAIL FLASHING 5 - - -- - 3/4" THICK PLYWOOD SHEATHING WOOD STUD WALL W/ GUARDRAIL BEYOND INSUL ON WOOD FRAMING �! R--19 BATT INSULATION WOOD JOIST ON HANGERS REF. 2 — _ :- - ___ 7 REVISION _ STR. \ ,,��•►• = `•moo` 3/4" PLYWOOD SHEATHING 4 GUARDRAIL NOTE- &A5 ,, '�� as ✓ WOOD LEDGER W/ A5'1 � F NOTE: l FIBER CEMENT PANEL ON BLDG. • �" ` �� CLIP DETAIL TO OCCUR AT ♦ /" a / ANCHOR BOLT .•' •,•.c WOOD BLOCKING TOP AND BOTTOM OF WALL t-c PAPER ON PLYWOOD SHEATHING % WOOD JOIST = ♦ • .! ••� — ! _ N i �a 2x6 KURE FOR SMOOTH ARCH SLOPE 0. TILE ® WALL �; � , • - CANTILEVERED WOOD JOIST WOOD STUD BEARING WALL GLULAM BEAM-5 1/8"x24" 1 � ' ----� &T.O. INT. SHT' ' �� SLOPE tl 4 - --REF. STR. ---- — - a ( SEE STRUCTURAL WOOD JOIST ON HANGERS REF. a I ` �- P GN WITH FLANGE __ — . , SIM S A35 H STR. • / i -- — - -' S 0 BENT HORIZONTAL SECURE POST T JOISTS e , - MIN. 2 PLACES W/ 20 GA. 1/2" THICK PLYWOOD n� i _fi I METAL STRAPS & 8" W.S. WOOD FURRING-REF. STR. I �- ' . ,�, -� • 2X6 WOOD STUD FURRING F I - _- I GLULAM BEAM---5 1/8"x15" �, ' ® 2'-0' O.C. - ALIGN W «, ( I 1 - �' WITH WOOD STUDS AT W 5/16" THICI; FIBER CEMENT PANEL r I / FIBER CEMENT PANEL N, �, BEARING WALL r►! N C.M.U. COLUMN BEYOND 1 1 04 / / WOOD JOIST ON HANGER v� I �••- d �., 1/2" PLYWOOD SHEATHING c" I -- - FIBER CEMENT PANELS AT EXTERIOR FINISH 1/2" PLYWOOD SHEATHING 1 — 3" MIN SOFFIT VENT - CONTINUOUS HORIZ. 2X6 WITH / FIBER CEMENT PANELS (2) 1/4" LAG SCREWS INTO �� Z �y WOOD STUD AT BEARING WALL e e N 'kr __ r- - - -- .. _ _ _— - -- -..._ - --- - -- - - - -- - - �� -_ - - �- -- ----- PLYWOOD SHEATHING CMU WALL \ �, ---_�� WOOD JOISTS ON HANGERS NOTE: v� ~�`�--__ \. 1/2" PLYWOOD SHEATHING -- --- --- -- STOREFRONT INSTEAD OF FURRING r n - i— WALL AT SIM CONDITION. CEMENT FIBER PANEL Q 5 SOFFIT EDGE DETAIL a BALCONY SIDE-WALL CONDITION 7 BALCONY HANDRAIL CONNECTION 8 FURRING CLIP AT BEARING WALL O 5. 3., I. ,. / Ln Q s DRAWN BY: KAS CHECKED BY: BOB �A r .T cn V N cn m ISSUED DATE DES. REV. & BLDG. PER cu 02/09/98 ra CIl Y COM.: 03/11/98 2 CITY COM.: 03/27/98 GENERAL REV.: 9/22/98 ., 4 R I� 3 EV. 4. 10/2/98 5 RL-V. 5: 2/11/99 �I 7 REVISION-7: 5/21/99 d Ln DRAWING TITLE: y DETAILS cu I=I 0, d C ul i cnf� • i 5 ,* L> O d 'U° ISUF"9ZS-111111/ll 12540 'W MAIN S.I'REET PG 15 of 22 -- U .10B ra0: 9712-5.01 If this police appears cleare1' 111:111 Ow JUN 0 Z 2000 document, the document 1s of mal-011:11 11n:11i1N• Illicrofill11Ct� I I ' I I II1 i{Ili II . , li „ 1 1 i I . I' i i I � i 1 i tiI I it 1!I►�!I! �!� I !� !,! ; ! ; I �! �! I i�I�l� !�! !�! , � � !;, �!�, � ,,,;, , , ,i ,i . il�,� l ! ,i: ;! i, !�!� :,II� �I;, ! �!, :il�i�Iii i iII ,llij�l:;, li!iiilii�I�liI,I I�I�II1�1�►� i I; , Ii�lil�IIII INCH ' MADE IN CHINA ' — — I� 1 �,� -3-- - _._ , - 1 1t t I iiVI ff I ff fl >ri . T1 n II I II II ! III III ' ill 1111Iln,l�,n Illiillli�l I! III,.! ! !!��ll„ IJII�JJilI IIIhl._.I I I �W;illl,� � , , II,,, .I I. „!., ..,ll:! . 1111 .11111 Ilill) III{lill�illl{,I !!►II. ..tlll,.l, .II I,.II„III11�1,111i,,,,lli,,: ,,,I„I�, ,.,:I..„I,Ili, ;,,.,,,,IL.„�„►II,,,I„11,11,1,,.11 1. ,... ,�.•�. � ` i W- 1 r ,. :ate,,. . -.. .. _ .,., _..�•,..,. .� . . . ..�,_.., ;.w.a;,. . .. you� +�ualt. ' � � µ a' .o,.,._.... ...� I ROOM FINISH SCHEDULE NO. ROOM NAME FLOOR BASE N. WALL E. WALL S. WALL W. WALL CEII.iG. HEIGHT NOTES "w" "w" "w" , •, , �—� 100 LOBBY _ C RB 1 1 1 -- A 10'-0" F/77 101 STAIR CRB _- � - VARIES / N 102 RETAIL SHELL _. X - _- ----0 —o -, 0 - 0 X -- - -- .V_ \ L�, h Lj 103 MACHINE ROOM X RB 2 _ 2 2 X 8,-0, -- \ �. •�. „ •� 200 LOBBY' _ C RB -_ 1 _ 1 1 --- A _ --TOT--0 -- 2 TYP. GLASS 6" F. 201 _ OFFICE SHELL. X X O 0 0 U X --- ----------- � - -- � •' � "� 202 _ WOMEN _ CT CT _ 1 1.3 -. 1 3 i-- -- A g 00� -- 1 t _ / R-13 BATT FURRING .0 1 o 0 5 tJ d- MEN _ CT CT 1 3 1 3 1 1 A 9_O 1 ,T x �i W � ` 0�'N� 204 _ CORRIDOR X _ - _ 2 1 2 1 -- 9 0- -- - - GLASS ) 4 -- BALCONY CT - J -- -- -- -- — --_ __ - Q - CONT. SEALANT i Q 0 N N NOTES: � s L o N 1. CERAMIC TILE TO TOP OF TOILET PARTITIONS (5'-10"t) Z o 0 Q00 1, ROOM FINI'3HES SCHEDULE LEGEND ALUMINUM STORER RONT FLUSH DCLUSH GLAZED ____ _-__ -- __ Ar IoW — �- � I- FLOOR FINISHES MALL FINISHES CEILING FINISH BASE ' G CARPET UNFINISHED (WOOD OR CONCRETE) 1 SUSPENDED ACOUSTICAL TILE RB 4" RUBBER BASE - TYP.(EXCEPT AT C.T. WALL) "W" 1-r I PAINTED GYP. BOARD G PAINTED GYP. BOARD CT CERAMIC TILE S SHEET VINYL 2 U VINYL VAPOR BARRIER GYP. BOARD - TAPED ---- -- - ( _- - V VCT 3 CERAMIC 11LF x EXPOSED STRUCTURE N ` ------- X UNFINISHED (WOOL) OR CONCRETE) I'T CERAMIC TILE - --------- � 1 --- -- - - — — 2' TY P. DOOR SCHEDULE -- _ L JAMB SMOOTH FACE CMU AT STOREFRONT 1 = _ _ __ _ - Al t1MINUM STOREFRONT SYSTEM TYPE OPENING _ DOOR FRAME _ ASSEMBLY - �- --� GLASS �1t3: -TYREv- 1W?i �T!- �`Ir�1XkIKfISff� irL FlN H EAD BL- � � ✓FlR6 RATING (�kllAAt1�KS >AfJD NdTES�' f�-Qv 7 - 1 4 A !1M. PREFINISRIED ALUM. PR2 F! H 1 A .0 1 A6. 1 A 1 a " __-- - - -- rCL� E=X T E R I 0 R CONT SEALANT 1QQ6 6 -- 7'- _ 1 3 PR FINI Rini— ALUM• P_EFI I H 1 A .0 1 A 1 6.0 - - — -- 7 REVISION • 1�)A '-Q" 7'- f M. FI H P !IS A 1 A6 0A Q _1 `- 3 H. TAINT— _ PAINT 7 A6.0 C _ -- IN L. IND ,.-_ SPLIT FACE CMU WALL 103.A B 3'-0" _ 7' - 1 3 4" H.M. PAINT H M. __— PAINT . 3/A6 0 -3/A6.0 -- E -- 1-HR DOOR DOUBLE ALUMINUM STOREFRONT 200A A 3'- 7'-0" -- _ ALUM. PR FINISHED ALUM. PREFINISHEp 1 A6. 1 A6.0 10 A _ C -- �- ( D 201A C 3'- 7 0 1 3 4' H.M. PAINT H.M. _ PAINT 4 A6.0 4 A6.�_ 810.`' - C -- INSUL. GLAZING �� SEE SCHEDULE FOR SIZE 7 201 Q B 3'-0' 7'-0' 1 3 4" H.M. PAINT H.M. PAINT 3 A6.0 3 A6.0 - - E -- - - _ ALUM. STOREFRONT REVISION _� 3A__ 3'- " 7;- " 1 4 TAIN A H.M. PAINT A . �A� __ -A - 1 _DOOR TYPE _ _ _ _ H. PAINT a S 2 HEAD/JAMS @CMU ERCT. WALL DOOR SCHEDULE LEGEND: HARDWARE. 6. NO SCALE M ALUM. ALUMINUM S.C. SOLID CORE WOOD A PASSAGE C ENTRANCE E STOREROOM m H M. HOLLOW METAL B PRIVACY D DORMITORY WINDOW SPECIFICATIONS: 3'-O"W X 4'-O"H ALUMINUM FRAMED, FIXED LITE WINDOWS WITH INSUI ATED GLAZING-"EFCO" 3950 SERIES OR APPROVED EQUAL. FRAME COLOR AND GLAZING TINT AS SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD FINISHES. �j INTERIOR INTERIOR •/�---- REF. FIN. SCHED. REF. FIN. SCHED. _ -- / �• DOUBLE STUDS AT JAMB- REF. FIN. SCHED. i SEE STIR. FOR HEADER TEMPORARY SHIM AS REQ'D � — TEMPORARY SHIM AS PEQ'D / - CONT. SEALANT WHERE NO WALL FINISH ��' / WHERE NO WALL FINISH �— JAMB ANCHOR (MIN 3 ANCHORS '/ - JAMB ANCHOR (MIN. 3 ANCHORS r/ / ' �= INTERIOR EXTERIOR Li e✓_.. PER JAM6) _ --- -----��------_ PER JAMB) /r i - - ~` -- HOLLOW METAL FRAME -- HOLLOW METAL FRAME -- - INSUL. GLAZING SECURE FRAME TO ---- - Y `�-- - MOANUFACTURERALUETE PER W CONT. SEALANT ON--- \ SILL MW/TOFLASHINGT , BACKER ROD \ ! \ J SHIM AS F.EQUIRED �� ALUMINUM WINDOWS - ' V I ---- DOOR REF. DOOR SCHEDULE \ \ -- - CONTINUOUS SEALANT o - EXTERIOR WALKWAY \\ I v)OR REF DOOR SCHEDULE ` WHERE WALL FINISH .� �: � ,, IS SCHEDULED Z � I O\------------- WOOD STUDS -- - WOOD STUDS ® JAMB- ,a'' V a`o n 1e'� V SEE STR. FOR HEADER --- FIBER-CEMENT PANEL - -- FIBER-CEMENT PANEL EXTERIOR ('HARCIPLANK-) a EXTERIOR ('HARDIPLANK-) -- BLDG PAPER BLDG PAPER -- - PLY\400D SHEATHING rn V ALUM. WINDOWS M 3 H.M. DOOR FRAME HEAD/JAMB @ INT. WALL H.M. DOOR FRAME HEAD/JAMB @ EXT. WALL 5 HEAD/JAMB @ FRAMED EXT. WALL _ re_N� ALUM. STOREFRONT SILL O � I v0 Q DRAWN BY: KAS IAMB AND INTERIOR EXTERIOR INTERIOR 1 EXTERIOR INTERIOR INTERIOR _ _— EXTERIOR CHECKED er: LW HEAD CONDITION ! - SHIM AS REQUIRED . _ ��; c. • '-" METAL FURRING ____-___ . _- w "• _,; , .� j STOREFRONT BEYOND / W/ R-1;3 BATT INSULATION ti - MASONRY WALL -- HOLLOW METAL DOOR AND FRA.�AE S - ALUMINUM STOREFRONT DOOR SYSTEM CONTINUOUS .,EALANT I I� /� � WHERE WALL FINISH IS 1 ' SCHEDULED _ ALUMINUM 2„ I SLOPE CONCRETE SLAB WINDOW SYSTEM � Q SEALANT - CONT. SEALANT ON PACKER Owl `��/ - SLOPED CONCRETE SLAB cv ALUMINUM THRESHOLD TO MEET ADA ROD - ALUMINUM THRESHOLD TO MEET ADA ACCESSIBILITY STANDARDS--SET IN WOOD SILL - r r - --- FLASHING ACCESSIBILITY STANDARDS--SET IN ISSUED DATE HOLLOW METAL FRAME W/ ADJUSTABLE CONTINUOUS BED OF SEALANT i l ,-- FIBER-CEMENT BED OF SEALANT -' INTERIOR - o TIE INTO GROUTED CELL - GROUT FRAME � l � PANE). DES.REV & RLDG PMT.: PER MANUFACTURERS RECOMMENDATIONS. REF. FIN. SCHED. i FINISH 'c= EXTERIOR WALKWAY' -� i moi--- BLDG. PAPER FLOOR 02/09/98 (` �" HOLLOW METAL DOOR I / _ EXTERIOR WALKWAY , CITY.COM.:03,'1 1/98 2 CITY.COM.:03/27/98 3 GENERAL REVISION: c" ISMOOTH CMU AT DOOR JAMB FACE �- i .... -PLYWOOD SHEATHING _ 4 REV. 4: 10/02/98 - J \ I 5 REV. 5: 02/11/99 �I '� -��--- SEALANT ! ? REVISION 5/21/99 i EXTERIO SPLIT FACE CMU, TYP --� DRAWING TITLE: S r ; SCHEDULES � Y\ - -�n OPENING DRAILS 0 ' 7 HOLLOW METAL DOOR AT EXT. MASONRY WALL 8 H.M. DOOR THRESHOLD rc -ERCT._ WALL _ _ s _ ALUM. WINDOW SLL @ FRAMED EXT. WALL to ALUM. STOREFRONT DOOR THRESHOLDA6 * 0 rn7.1 -O'__._ 08100-07 6. S" = 1'-0" �. 3" - 1' ^� �_— — • b y -0" 6. z" - 1 -0" 08100-05 Ljro - __. __ _. - - JOB NO: 9 / 1 2�5.l� 1 12540 SW MAIN S-FRCE"r Pel 16 ==F 22 I(' this notice appears clem-c'. 111,111 the JUN G 2 2000 dOcimiew, the do(timcnt is of m,1rt,611,11 wjalit,.. IIllcrofIIIIwd X1IJill f�1{) ) 'ILII ! ) ){ {I{ IIIIIIlI !I! II;I I _ ) INCH MADE {N ICH INA ! I I I I Ln III I I L t I l i Jr I I I ! I I I t l i ! i t _ _ TF y i6 _ _ -- -Trl �. I_ � ._..�_.J t-- -, ._.lilt _ 1 III I ( IIIiII I it I i{' i It i , Il u l Illi fil{ iiiii ,viii i li nii ',ii ii illi 1 Ittl 1 tlt t 1 '!' t' t„l tl tltt tt,1 t11111t tii ii�Llll!Iliillii!;Ilili.!l,IIlIIIlII, IlIII{1.11(1!!1, !,II„l.III!!}• ,I,! ,! .,.,�!! ,,,Ili1, ..I..,,Il,.,..I!'!!"L!!:l�:..,{,I. ' .illlll�i!Il�..11'1!, I{I!Ili,.,,`.LIR,,,,)III,iI.,,{I!!.11l.f�I,iiiHiili',�!i!,,, „lltll, ,...!lI�I,„tl,lll ,. , �,.,,i„t,� tit, .I,,:h{111i„I,II, , •. - ATTIC ACCESS--1'-9"x2'-6". • • s r a I •04 f • • • E i� 2'-0"x2'-8"x3/4" PLYWOOD ` IN HINGED COVER. I It - . I w ­7 . r r • . IL .0 00 SUSPENDED -.__ ELEVATOR == _ 't 0 N N , SUSPENDED N1V SHAFT 0 \ ACOUSTICAL BEYOND ACOUSTICAL CEILING ' "SUSPENDED ACOUSTICAL --- - �,_ In S 0 0 • CEILING Z - --- BEYOND - CEI+_ING - - - O 1 :] x cvOWQ o `OPEN 1 11/4" 0 PIPE i I - ,'ONNECT STRINGER TO � a F L I GUARDRAIL L03BLXE;�OISOT W6/ W/ BF�'OND -� � ---- T - .__._ - � SCREWS. 0x4" LAG Lo 11% I LZ J < —-- I I +1 ---- II -------- % -- cr Ln cJ I LLJ to 4, --- A7.1 4" 0 FLOOR A6 II 10 —_- DRAIN T.O. RAIL A7.1 I —_—.___ DOWNSPOUT - SIM / 2 ao -------- * ® STRINGER YP. + /� ct _—_- A7.1 DOWNSPOUT --- -- I ENCLOSURE w - r� NOSE BEYOND / `" n `� I - ---------- 5 SIM I - —� ENCLOSURE ------ -- A7.1 ' /' ----- ��: BEYOND uj RETURN END - cO u Tcn O SHAFT WALL r. ______..----__-- ,' 3" DIA. STD. `O s -ORI ING - 9 I / u) PIPE COL. TYP. rrUU AIN - a7l s �r) 0 A71 DIA. STD. - IM. r II PIPE COL. TYP. l..if t ,' ---J moi- I I It C - I MC 12X10.6 A7.1 SIM. L L i i TYP L--------- - -� I REVISION i i - ---------------- 1 I I I I , ( , I 1 I I r-1-- ---------- ��_____i_- ; FOR ELEVATOR PIT rt_J----- �.1 SEE STRUCTURAL L----------1 L----------J L----------J W INTERIOR STAIR SECTION _ 2 INTERIOR STAIR SECTION 's INTERIOR STAIR SECTION 7.0 ;CA�C� 1 /4' = I - - -��• 7.a ,:At E ,��' _ ,' 0� 7. '-,CALF, ,;4' _ 1'- �,' F— ( A ) 19'-7 5/8" >t+ ) I 7'-2 7/8" 5'-0 3/4" t — / 7,-4,. CLR. / I In F.O. r.-MU 6 r0 REVISION 7 1'-8" I 3 z� BEL.UW 7 0 W Y7.0 / w �•_ to Ld LL / ELEV.=13 -4 _Q�. T OF 1 w / + / ® T.G.SHT'G. C.M.U. C.M.U. / T7 ELEV.=13'-4' ® F.O. FIN. T T.O.TILE TYP. AT &. CMU in --- - PERIMETER. �' BELOW __I �, �y 0 5 LL. _ _ _ ELEV.= 13'-0 1/2.... ---o t�•�V ® T O.SHT'G r� - - - - -I �I I Y 1 Q - _ NOSE *' I / f NOSE -- - -- 1 4" 0 PIPE _ (�! + GUARDR IL HANDRAIL 3 1/2" 1 'i � - 1.17 .7 114: o, - �' I 7~ 10 o to GYP. BD INTERIOR EXTERIOR --- I" _ - II 21 5/8" 0 EXP. 1 3/4' ! DOW I II i'------ iii A7.1 A o �\ BEYOND - ANCHORS--4" MIN. �P - s -------.---- --I I \ EMBEDMENT INTO F.O _-- - I I Q�� - --- - - - );I SIM. SIM. CD " .0 — F" _..____ ___ `� CONCRETE SLAB. - --- -= ' . - /2 STEEL PLATE DPAWr•J g)'. KAS _ EVAT I 1 __�� TYP. TYP. , 1 CHECKED B,'. LW �n I �� ® CONNECT STRINGER TO TRIPLE JOIST - CMU WALL - - - - --- ` � to I- ----------�� W/ L 3x3x1/4"x0 -6" W/ (2) 5/8"0x4" -- _ co - I LAG SCREWS. TS 300/16" �' o c, II aw I� - ..__ ....._._ _.. _-.�� I rdAA6 in a _ NOaE I�---- - - - >;I I NO`;,E: �! ---_ - T �- _I UP _ WALL OSE I ._ w u u - x - cn N - - 'Iv AND I I (_4 i Y('. I cv (— \ win \ �n I . r F <r 2 - - ,7t INISH + ,. --------- --- -- n l , A7.0 n 1 1/4 0 CN 4 - I '� Tom. J i -- I PIPE c� �n alt, Ln HANDRAIL `� A../i !� c0 II ��°.E - - - -- 2 -Lit - - - - _� ISSUED DATE A� -FISH. - FACE OF FINISH & ;- 0 ^ CM BELOW �MIJ LOW _ ! ---- - -,— ----- --- - - BLDG. PMT.: 02/09/98 ry 1 10 7 X FACE OF C.M.U. - - - ' / , _ M> z CITY.COM.: 03/11/98 BELOW ® BASEPLATE /- ('2) 5/8" 0 EXP. 2 CITY COM.: 03/27/98 NOTE: STAIR WIDTH=4'-5" / A7.0 A7.1 A.7.1 Iz ��, I 2 Ln N / ANCHORS--4" MIN. _ > > (PLUS 1 2" CLR. BETWEEN -- +4 I cj n TYP. TYP. cn v o v ! w° EMBEDMENT INTO 3 GENERAL REV,: 9/22/98 a X LL - m STRINGER AND WALL). A .1 �n '- - ----___..._ ---__----- _- - - � CONCRETE SLAB. a N p v16- o NOTE: STAIR WIDTH=4'-5" I� Q LL. Q IcrN REV. 10/02/98 ww w w STUD WALL UNDER w (PLUS 1/2" CLR. BETWEEN O= o= ' `r' .+ 5- REV. `i: 02/11/99 --STAIR LANDING c.� w w o w NOTE: PAINT ALL STAIR STEEL o °�° `� o w SEE DETAIL w LQ STRINGER AND WALL). Q z „ uj z THAT IS EXPOSED TO VIEW. n 2 3/16 7 REVISION-7: 5/21/99 o w w w 2 A7.0w I� 4'-8 3/16" 4 --8 3� 16 U<- V)7 a g a s o / z v 7 5 8° I C 12X20.7 RFVISION �` r> �' �` Z 7_ Q _ 9' 4 3/8" (� / TYP. 8 T>1 10 -004 8 TREF.DS ® � -+-- - DpAWIr'IC; TITLE1;2 5'-7 1 1 '=7 -4" 4 -6' C l I "' t; WALL STAIR SECTIONS c, -- - - - ---- J -- - n:l - - o NOTE: FAINT ALL STAIR STEEL n A B THAT IS EXPOSED TO VIEW. cv ... J � CORNER BASEPLATE � a INTERIOR STAIR PLAN 02ND FLOOR) 5 EXTERIOR STAIR PLAN OST FLOOR 7 ,o_ _ ___ _ C , g EXTERIOR STAIR SECTION PIPE STEEL BASE DETAIL 1 0 7• SCALE: 1/4' = 1'-0" 7.0 (-All( 1/4' 1 (1' (A. - -_ o 7.0 SCALE: 1/4' - 1 -0' OE 11 i JCS NO- 97125.01 12540 SM, MAIN S'TREI T __.__.._._ I'C; 17 a 1' 2 If this notice ,11►►1 ars CIP,1'el. 1111,11 file JUN 0 1 2000 i 1 ns11 (1INIih- I111cl-011111ed dOcunlent file 1locnnlent Is of n1:u'�;1 !I! 1' Iljl 'I III I I i 'I I I I i fi(� �1 ! t � ' Illll ;i. i II . I f'I,I, ti j l I i. I i I i i •II Bill �i I' •! '.` i i I I I I I l jl ( { I'I I i I j t l I Itl � IIljli : I i , Ii I 'III :I�III(' ! jjij:ji{llijl�i ili ;iliji� ; I II!jljlll{11,111111{l t 1111�1, Ijlj , , II IIIII. ,.t INCH JMADE IN CHINA41 1 " t IT` i ;i I 1 . II II t jlll 1111!11 I ( (11111 li 1 III ... ..lilillittl .I' Ilt ii Iiitil I B ill i liiiill iiiii'I I! ' I' t I' i i.11 Intl) 111111 t 111 'r:'I. ' 1....t Iltl n t 111111 1 till t to Ilt 1111.n ntl n ut t I .n t �Illlllt,lllittlrlll .11111111111 1.,.,...1!111.1. Illjl., . .11.,1'Illlil. ,lI�1,,, ,,,,,,, ,,,,I„I, .11i.,i .,. !.I•, ,.i.l...,...II. III,.IIIi.IIII Will I... + I I 11 r luilll. Ili. III. .. .jlll.L1..1�,.tIlhln. .tH1 111,1�t,.. ,IIt1Ltt,I,III, Itt.,111111111E..tlllL..1.111,11lltttl.I1. r.1... 1 I ••► k•O ♦ • •• !4 lot— �.� �\ STAIR . �,_ ENCLOSURE —77, • • • J �J N T in 0f n g o 0 1 1/4" PIPE HANDRAIL 0 0 w A SYSTEM MC 12X 10.6 INTERIOR MC 12(20.7 EXTERIOR ---MC 1200.6 INTERIOR MC 12x20.7 EXTERIOR j 3x3x3/16 .+ FIN. FLR. IJ i LANDINc 3 STAIR STRINGER DETAIL D �----- 20 GA. GALV. SHEET METAL STAIR PAN SYSTEM 17 L 3M.3x3/16 FIN. FLR. FLANGE Illi / FIN. FLR. O ' I iy. -�_ -- L Sx 11.5 2ND_FLOOR 11 I I I I u ..— -� -- 3/4" EXPANSION BOLT _ It"if L ' i TJI i I 1 I I I -— HANDRAIL. I I � t STAIR DETAIL 2 STAIR DETAIL � ,� � " Li 7. -C:ALE 1 t/2' 1'-0• I t I W I I I I W I � I I I � - 1 1/2" CONCRETE TOPPING, LL SLAB ON BUILDING PAPER , ON 3 '4" PLYWOOD FIN. FL.R. 0 i I I ' LANDING 1 I - Z ��•�'- � � F11 I N I,� n- r it3' i� z � I I ttsl� - --L 4r4x1/4 W/ (2) 3/4" FIN FLR A ANCHOR BOLTS IN rMtJ 80ND BFAM W LJi I ---- LANDING '� ���- - 2x12 ® 16" O.C. r n V ! l , SHIM AS REWIRED SOFFIT 0 N ICY1 ��—-- TRIM !' --- GA. STRUCTURAL = LO STRAP W/ (4) #8 ^' WS TO Til I— STAIR DETAIL a STAIR DETAL 5 _STAIR DETAIL T♦ �,�.al E 1 �,' l -,�" T SCALE- 1 t • '-0" • /2 a 1 7. SCALE. 1 1/�" LARAWN BY: W1a a CHECKED 6Y: LYI�, r r W IF Wj t i r' a 2'-0 �tISSUED IDAIE 1 ELEVATK)N r i DES. REV. k BLDG. PMT /09/98 CITY COM.:03/1 1/98 !I I f cal L CITY cOM.'03/-7/98 _ p_ZA, rIG TITL_, 1JI PLAN SECTION U STAIR oETats r•I 1� 7 t HANDRAILDETA�. a HANDRAIL DETAIL \jAT. a r T• �CAIE 3` 1 �. A7 * 0 x``j JOR NO: 9712-5.01 B U l'W000/11 12540 SW MAIN `iTItEET ' .. •_:. �.,,...r'.,. .Yrwirn.nMN•.♦.v Nno+•wlins'�hAlrtrw*w:wl •. ��fFC.wHm.'O•?1 , -y.�, .., n .. ._.. .. ..... . .. , ...... -a.� .. . .. ^Mph°,*•,�.•�9M1/S'•'�IQMJA�'.Ih�n•ptP"R R.+�t111CAP YI j. If 1111,; notice ;II►Ilcars cleaver 111;111 flitJUN U 2 2000 ; 1 "1 c11111cnt, the cloc11111cnt is of marginal c111alih Illll'1'11l..1I1111'd � (Ij!IIjI� ( I i I II IfWCN MAGE IN CHINA _ t Iff jll i illi! i!!�1IIIIII IMIII (IIIIIIIIIIiiIII !I{{lI III1�1lII Illi II! 1 1 lidl 1 i !il {I ( Ifil It111 1{ tl tl I' ;!;I!:l:lnitltllnnitntlltnllill ulllllll!tn,In,rintt!Intln!IiIIIIli1Il! ' i. � n�uiinrn�in ., ',. III Ilfllli: !IIl. .�t1I !. l�Itl: I111�i1iltiliil; ' '��� llltll►1 .r . I III II_ III Il # 1111 ! III I ... 12 (�A L ANGER WIRES O 4 —0 O.C. (TYP.) COMPRESSION BRACE 0 1/2 METAL CONDUIY N d W L: 5/16" HARDIPANEL SET IN N� CONTINUOUS SEALANT AT REVEALS .O � 12 GA. SPLAYED BR+rF PLYWOOD SHEATHING Q ao WIRES (TYP.) 4GNm U0f� 2' MIN. EMBED IN CONT. SEALANT L 3 0 ry N FRY REVEAL CHANNEL (COLOR SELECTED 3i^n BY OWNER))-- NAIL TO PLYWOOD O 16" O.C. O ��. CROSS TEE ' n`)n n P J Of ix 06F4 Y EMBED IN CON1. SEALANT V MI -- - MAIN TEE �/� 2x4 BLOCKING O REVEALS J � SEISMIC BRACING AT T-BAR CEILING GRID Lia REVEAL AT CEMENT PLASTER PANELS S. No ',CALF — 8. t" - 1' —Il — M m W W V) Z Z REFLECTED CEILING NOTES Q O • THIS DRAWING IS DIAGRAMATIC AND FOR DESIGN PURPOSES W ONLY. MECHANICAL AND ELECTRICAL BY SEPARATE PERMIT. O FIRE SPRINKLER BY SEPARATE PERMIT. V) V) ALIGN T-BAR GRID WITH FIRST .-'LOOR O w 00 14 1 - I EwG L Ea OOIEO O + Q EQ Q GN O O Q nnLQ Q o Q LEGEND O O DRAWN BY: �SC O O CHECKED BY: L WQ� ' EO EQ ACOUSTICAL TILE CEILING GRID 0. ! 04 Q �T vIO a` Y + OO O �- p RECESSED CAN LIGHT FIXTURE !'w' y O WALL WASH LIGHT FIXTURE C A � 7 p REVISION vA FLUORESCENT LAY-IN LIGHT FIXTURE d`Or d 0 FIRST FLOOR REFLECTED CEILING PLAN SECOND FLOOR REFLECTED CEILING PLAN 2x6 O 2'-0' O.C. WITH 5/8" TYPE X ISSUED DATE GYP. BD, EACH SIDE o + CITY COM.:03/11/98 N 2 CITY.COM.:03/27/98 GENERAL REV: 9/22/98 REV. 4: 10/2/98 Q REV. 5: 2/11/99 2 REVISION-7: 5/21/99 0 oI m a c 0 DRAWING TITLE: m REFLECTED CEILING PLAN rs' NORTH 2 REFLECTED CEILING PLANS A8 * 0 n 0 12540SWMAIN SIREF'f OF 11 JOB ND: 97125.01 - PG 19 of 22 If Ihis Rotice gimme,s elcncec Ih:ul the JUN 0 2 2000 document, the docu menl is of nmrgiRRI yualil!. III ICfl lld.... Ld I�ijl�l�lll !�il!I!jill;lll !I!I!li�i !� �Iri�ll ! ' lli !I'Iil 11 ii ! ;,i! .! II!l;,ijlil1 II!i:iljillll ! iI!IIIljlli,i I !ii!!Iijiilill! ! IIIIIIIIIi!�I jII!ili!�!in CH MME IN MINl1 � � � 1 24X SH ! �I�� �IIIIII! )f �ll�li(IJ(IIII!I!Illillllfl(III!I!IIIIIII IIIII!III III!`.:IIIII!I�III!III!I IIIIIf t;Illlill!lillll JL�I!I!i• il Ii IIII IIt!i!IIi IIIIllllllll lli 111 l!! ! IIIUtlillll IIIII iIii��li lll> III�'!'llll'li"' flll�l"III IIiI'f1911i1111 I1i1!IIII Ill lillll�llllllll ll" p;.,i.•...ewe.•.,N,:e vim.:„,::.c,m4...0 ...e.::,M:...'ib,:.di:a:::1C4^km!aiJ ':.:, _ - ,. - - .. n ... _. - 6 P• •u tl• r •♦ , I MASONRY WALL STRUCTURAL GENERAL NOTES . ____„____—_- • • • . . • . w BOND BEAM BARS CGDE CARRENTRY OREGON STRUCTURAL SPECIALTY c --- GEtVERAL G r `V 0 CODE, 1990 EDITION BASED ON jN 1 ALL NAILS TO BE COMMON WIRE OR EQUIVALENT DIAMETER AND LENGTH. 1988 UNIFORM BUILDING CODE 1 . THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE U it ALL NAILING TO BE IN ACCORDANCE WITH UNIFORM BUILDING CODE TABLE [3--1•_0 - to FINISHED STRUCTURE. THEY p0 NOT INDICATE THE METHOD OF CONSTRUCTION. ( `� 0 c� UNLESS NOTED OTHERWISE. h..I � r4 .3 ALL FRAMING HARDWARE TO BE SIMPSON STRONG- TIE BRAND OR EQUIVALENT THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE N ry _`_.�- --- CORNER BARS TO MATCH AND LAP LOADS STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT 3 Z K)') �i BOND BEAM BARS - --- SPECIFICALLY APPROVED BY ENGINEER _ 0500 0 BARS 4 LUMBER G BE UNITED T0, BRACING, SHORING OF LOADS DUE TO CONSTRUCTION CQUIPiwENT, if) RADE S' ETC. OBSERVATION VISITS TO THE SITE BY THE A/E SHALL NOT INCLUDE INSPECTION o f- �, DEAD LOAD 18 PSF -GLULAM BEAMS, 24F-V8 AT CANTILEVER AND 24F-V4 AT OF THE ABOVE ITEMS 1 O k x ---- MASONRY WALL SNOW LOAD 25 PSF + DRIFT OTHER D I NOW Q FLOOR DEAD LOAD 16 PSF Q - OOD STUDS TO BE DF 1 2 CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH FLOOR LIVE LOAD 100 PSF SEISMIC ZONE 3 -ALL OUD WN LU ER GRADES NOT SPECIFIED TO BE DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY` DISCREPANCY WITH - - - WIND 80 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. _ GEODESIGN, "REPORT OF GEOTECHNICAL ENGINEERING, SERVICES` TREATED. 3 CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOURS A-BOY FACILITY EXPANSION PLYWOOD: OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE_ LOAD PER SQUARE FOOT r - FLOOR SHEATHING 3 4" T&G, APA INDEX 48/24, EXPOSURE- 1; 0 TIGARD, OREGON -ROOF SHEATHING 5 8' APA INDEX 4��0, EXPOSURE t, 4 WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH \\ ^ -NAiI SHEATHING 1 2" APA INDEX 24/0, EXPOSURE 1, STANDARDS SHALL_ BE THE LATEST EDITION ANO/OR ADDENDUM. ..11 2'-�0"--TYP. FOUNDATON --NAIL AS SHOWN ON FRAMING PLANS. 6 DRILL BOLT HOLE'S 1/16 INCH OVERSIZE EXCEPT WHERE NOTED LARGER. 5 ESTABLISH AND VERIFY ALL OF'ENINCS AND INSERTS FOR ARCHITECTURAL, /i�r•• 2'--0"--TYP. 7 DO NOT NOTCH OR DRILL JOISTS, BEAMS OR LOAD BEARING STUDS WITHOUT PRIOR MECHANICAL, ELE:CTRICAL ANG PLUMBING WITH APPROPRIATE TRADES, DRAWINGS -- - --- NOTE: VERTICAL REINFORCING NOT 1. FOOTINGS TO BEAR ON NATURAL UNDISTURBED SOIL FREE OF ORGANIC' MATTER AND SUBCONTPACTORS PRIOP TO CONSTRUCTION. SHOWN FOR CLARITY '' BOTTOM OF FOOTINGS TO BE A MINIMUM OF 18" BELOW FINISHED GRADE APPROVAL OF ARCHITECT/ENGINEER. DOUBLE UP FLOOR JOLTS UNDER PARTITIONS. PROVIDE 1 X 3 OR METAL CROSS BRIDGING AT MIDSPAN AT ALL JOISTS. PROVIDE 2" SOLID BLOCKING AT SUPPORT OF ALL JOISTS. DOUBLE UP STUDS AT JAMBS AND 6. OPTIONS ARE FOE? CONTRACTOR'S CONVENIENCE. HE SHALL BE RESPONSIBLE FOR CONCRETE UNDER BEAMS IN BEARING WALLS. PROVIDE 2 X SOLID BLOCKING AT MID-HEIGHT ALL CHANGES NECESSARY If HE CH009ES AN OPTION AND HE SHALL COORDINATE G OF BEARING STUD WALLS ALL DETAILS. -•_� - - _ 7 WHERE. ANY DISCREPAACIES OCCUR BETWEEN PLANS, DETAILS. GENERAL J 1. MINIMUM COMPRESSIVE STRENGTH 3000 PSI AT 28 DAYS TRUSS JOISTS 2. MAXIMUM SLUMP 3' PLUS OR MINUS 1". STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REOUIREMENTS SHALL 3 SAWCUT CONTROL JOINTS 1/4 SLAB DEPTH - GOVERN. 4. CONCRETE AND REINFORCING TO HAVE SPECIAL INSPECTION IN ACCORDANCE WITH �I 1 RENF• !IV MAS. WALL BOA BEAM AT C�flER UE1<; SECTION 1701. 1 DESIGN, FABRICATION, AND ERECTION IN ACCORDANCE WITH THE LA'TESI EDITION 8 ANE' ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW 5 MECHANICALLY 'ABRA'IE ALL CONCRETE: WHEN PLACED, EXCEPT THAT SLABS ON CF CA.BO. REPORT NUMBERS NRB-148 AND NRB-200. CONNECTIONS AND BEARING SHALL BEAR THE SEAL OF A CIVIL OR 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. 6. CAST CLOSURE POUR AROUND COLUMNS AF(ER COLUMN DEAD LOAD IS APPLIED JOIST FABRICATOR r. r' v�'�Y���`��'�-,-..✓�'r�1.. . 04200-07 7 UNLESS NOTED '1THER!YISE ON DRAWINGS, ALL CONCRETE SLABS ON GRADE SHALL E G NEEIR REGISTERED IN THEESTATE COFCOREGON TSFOR REVIEW PRIORTO TUBAL SPECIAL INSPECTION QRWRAM ! BE BOUNDED B'r' CONTROL OR CONSTRUCTION JOINTS SUCH THAT THE. ENCLOSED I AREA DOES NOT EXCEED 400 SOUARF_ FEET MANUFACTURE. ADDITIONAL TRUSS JOISTS WILL BE SUPPLIED AS REQUIRED TO SUPPORT ESTABLISHED PER 1994 UBC SECTION 1016, 108 & CHAPTER 17 MECHANICAL EQUIPMENT. 4. CONTRACTOR MAY SUBSTITUTE EQUIVALENT COMPOSITE WOOD-STEEL TRUSS 4° JOISTS HAVING A CURRENT I.C.B.O. REPORT. CONTRACTOR SHALL BE RESPONSIBLE 'CONTNJOUS(3) ' 'FA~ C(3) CC�AN�NENTS MAvGY FOR COORDINATION OF ALL DETAIL CHANGES. SHOP DRAWINGS SHALT_ INDICATE SOILS GRADING, EXCAVATION do FILL - _ _ BY GEOTECHNICAL ENGINEER_ N V BAR EACH SIDS Of JOINT IN ALL DETAIL CHANGES REQUIRED. '• SOLID GROUTED CELLS TO MATCH VERT. _ _ _ _ 1 HOLLOW CONCRETE MASONRY UNITS SMALL CONFORM TO ASTM C90 -r _ `- _ Al. ENGINEER i WALL REINFORCING GRADE N, TYPE 1, F'M - 1,500 PSI, RUNNING BOND. 9NAL FOUNDATION P REPARATION _-- - V -� i BY GEOTECHNIC 2 ALL MORTAR TO BE TYPE S, 2,000 PSI. PREFABRICATED WOOD � ��+ � 3 ALL GROUT TO BE 3;000 PSI. •.00D US 4 CMU WALL REINFORCING TO BE AS FOLLOWS- CONCRETE: .� REINFORCING PLACEMENT• X VERTICAL REINFORCING PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT THEIR OWN REINFORCING WELDING � REF. NOTE 6 - LJ RUBBER GASKET WEIGHT PLUS SUPERIMPOSED DEAD AND LIVE LOADS STATED IN THE GENERAL ANCHOR BOLTS do INSERTS-��_--- - — X IN CENTER OF GROUT WALL AT CENTER OF WALL, CONTINUOUS FULL NOTES BRIDGING SIZE AND SPACING BY TRUSS MANUFACTURER. CONTRACTOR PREPARATION OF TEST SPECIMENS - X HEIGHT OF WALL WITH (1) #5 AT ALL CORNERS, INTERSECTIONS, WALL SHALL SUBMIT DESIGN CALCULATIONS BY A CIVIL OR '�TRUCTURAI. ENC4NEER --- ---- -- - / MASONRY WALL ENDS, BEAM BEARING, ,IAMBS AND EACH SIDE OF CONTROL JOINTS AND REGISTERED !N THE STATE OF OREGON FOR REVICW PRIOR TO MANUFACTURE _CONCRETE PLACEMENT X / - y AT INTERVALS NOT TO E)(CEED 32" O.C. ;;NL.ES5 NOTED OTHERWISE. CALCULATIONS AND SHOP OPAWING5 SHALL SHOW ANY SPECIAL DETAILS EPDXY ANCHOR PLACEMENT-- - - X IAP SPUCES SHALL BE: 48 BAR DIAMETERS FOR GRADE 630 BARS. REQUIRED AT BEARING POINTS. ALL CONNECTORS SHALL HAVE CURRENT C.A.R.O. EXPANSION ANCHOR PLACEMENT X uj DOWEL ALL VERTICAL REINFORCING TO FOUNDATION WITH DOWELS APPROVAL -- -- ---------_ — ' . ! T _ / TO MATCH VERTICAL WALL OR COLUMN ENFORCING, ADDITIONAL. TRESSES SHALL BE SUPPLIED AS REoUIRED TO SUPPORT MECHANICAL '— uj REINFORCED STRUG'iURAL MASONRY / 66 i - HORIZONTAI REINFORCING: EQUIPMENT. PREPARATION OF TEST SPECIMEf-6 �� X (2) #5 IN MINIMUM 8" GROUTED CONTINOUS BOND BEAM AT ROOF, AND LAYING OF UNITS _ X —_WRAP REINF W/MASTIC FOR BOND BREAK REINFORCEMENT_PLAC�'GROUT SPACES _ X ELEVATED FLOOR LINES AT TOP AND BOTTOM OF WALL AND AT SPACING -- - V) _ �-� G��I�TING OPERATIONS X ----- c;ONT BOND BEAM BARS NOT TO EXCEED 4'-0" O.C. VFR,ICAIL. PLACE THIESE BARS CONTINUOUS COLD-FORMED STEEL F•RAMG - ---- - --- -- - tt THROUGH CONTROL JOINT WI-.AP W AS71C � E,PE FOR --t5 EACH SIDE OF Z CONTROL JOINT. PRCWIDE BENT BARS, TO MATCH HORIZONTAL_ BOND STRUCTURAL STEEL a� BEAD REINFORCING, AT COW4ERS AND W.ALI_ INTERSECTIONS TO MAINTAIN ALL. COLD-FORMED STEEL. FRAMING BOND BEAM CONTINUITY. LAP SPLICES SHALL BE 48 BAR DIAMETER; c F SHALL BF. FABRICATED AND ERECTF D N WELC�iNG OF ANCHORS do STUDS X ..s... 0 ACCORDANCE WITH MAN UFAC,TURER'S RECOMMENDATIONS AND IN ACCORDANCE FOR GRADE fi0 BARS. STAGGER ALTERNAT; SPLICES A MlNIM�_IM METAL DECK WELLENG !^ _ X OF 40 BAR DIAMETER". WITH THE LATEST ED11ION OF SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED ------ — �,J l STEEL STRUCTURAL MEMBERS BY THE AMERICAN IRON AND STEEL INSTITUTE. _EMBEDDED PLATES X 2 STEEL FOR ALL 14 AND 16 GAGE STUDS AND JOISTS, AND FOR ALL DIAGONAL �G -- CONTROL JOINT TENSION STRAPS SHALL. HAVE A MINIMUM HELD STRENGTH OF 50,000 PSI. STEEL SHOE' WELDING _ Of / RE��OR0 _ FOR ALL 18 AND 20 GAGE STUDS AND JOISTS, AND FOR ALL GAGES OF TRACK. SINGLE PASS FILLET WELDS < 5 16 X REF. NOTE 4 ACCE:SORIES AND BRIDGING SHALL HAVE A MINIMUM YIELD STRENGTH OF 30,000 FILLET WELDS > 5/16" X REF. NOTE 4 _ ' ' O NOTE: BOND BEAM BARS CANNOT BE PSI. STEEL SHALL BE GALVANIZED AT LOCATIONS EXPOSED TO WEATHER AND - ---- - - - LAPPED WITHIN 8'-0" OF THE CONTROL 1 DEFORMED BARS ASTH A615, GRADE 60. WELDED BARS ASTM A706, GRADE 40 WELDED WHENEVER NOTED ON THE DRAWINGS, PARTIAL COMPLETE PENETRATION X REF. NOTE 5 JOINT WIRE FABRIC PER ASTM A185, WIRE PER ASTM A82 3 ALL STUDS SHALL BE SECURELY SEATED FOR FULL END BEARING ON TOP AND 2 UNLESS NOTED OTHERWISE, LAP SPLICES SHALL BE :LASS "B" TENSION LAP SPLICES. w IN ACCORDMICE WITH ACI 318, CHAPTER 12. IAP SPLICES 1N COLUMNS SHALL BE STANDARD BOTTOM TRACK. UNLE•5S NOTED OTHERWI,E, PROVIDE DOUBLE STUDS AT ALL FIELD WELDING } �A/ JAMBS, CORNERS, INTERSECTIONS, GEA11 BEARINGS AND JOIST BEARINGS. b CONTROL T MASONRY_ WALL STAGGERRE ION LAP SPLICES ERMINIMUMEST EDITION EOF CI 318. . LAPS IN c SINGLE PASS FILLET WELDS :S_5/16" X REF. NOTE 4 OF BRIDGING SHALL BE INSTALLED PER 1✓ANUFACTUFIER 5 RECOMMENDATION WITH THE J FILLET WELDS > 5 16" _ X REF. /VOTE 4 3 N WELDED WIRE FABRIC SHALL BE MADE SO THAT THE OVERLAP MEASURED BETWEEN FOLLOWING MINIMUM REOU!RE>OiEN15: ( 1 -_ r� c c FOR NON-BEARING WAILS, PROVIDE BRIDGING AT MID-HEIGHT FOR WALLS t PARTIAL/COMPLETE PENETRATION____ X REF. NOTE 5 _ ,^ 04200_02 OUTERMOST CROSS S WIRES OF EACH Fr,BRIC SHEET IS NOT LESS THAN THE PACING OF LESS THAN OR EQUAL. TO 10'-0" HIGH, AND 5'-0" O.C. MAXIMUM FOR ( LIGHT GUAGE METAL FRAMING WELDS — X � Ll J CROSS WIRE., PLO_, 2 INCHES. �ry WALLS GREATER THAN 10'-0" HIGH, FOR BEARING WALLS, PROVIDE L __ 3 PROVIDE BENT CORNER BARS TO MATCH AMID LAP WITH HORIZONTAL BARS AT CORNERS BRIDGING EOUALD_l SPACED AT 4'-0" 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. 1 UIM e� �-- 1 , MAXIMUM ON CENTERS ALL. BARS PER CRSI SPECIFICATIONS AND HANDBOOK. DOWEL ALL DRAWINGS, SOLID BLOCKING SHALL BE INSTALLED IN LIEU OF BRIDGING f 1. THE ITEMS CHECKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH UBC VERTICAL REINFORCING TO FOUNDATION. SECURELY TIE ALL BARS IN LOCATION BEFORE WHERE NOTED ON THE DRAWINGS. SHALL CHAPTER 1 BY A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED ?PESTLING CONT. (2) #-5 PLACING CONCRETE. CONCRETE COLUMN DOWEL [HBEDMENT SHALL BE A STANDARD •1 ALL WELDING SHALL BE PERFORMED BY WELDERS EXPERIENCED IN LIGHT GAGE AGENCY FCR MATERIAL SAMPLING AND TESTING REQUIREMENTS, REFER TO THE BOND BEAM " FACE OF OPi fiLNG COMPRESSION DOWEL. EMBEDMENT LENGTFI 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 REINFORCING -- ...- - 318. � f� o�a�,wN D91' SC SPECIFIC GENERAL NOTES SECTIONS. THE TESTING AGENCY SHALL_ SEND COPIES OF �� 1 CHECKED BY' LW PROVID PROVIDT (1� �3 ST!RRUF' PROVIDE. ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE ARCHITECT, REINFORCING AS 2) #3 A. A 'I I CELL_ ((2) 3 P.T. WOOD PI-ATE 4. CLEAR CONCRETE COVERAGES AS FOLLOWS: l ENGINEER, CONTRACTORS AND BUILDING OFFICIAL. ANY MATERIALS WHICH FAIL TO fi PER 4 `54.0 - - IRF3UP TIRR�P / CAST AGAINST do PERMANENTLY EXPOSED TO EARTH -- -----------3" MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE _ EXTEND 2'-0" IAT- EACH! 4 IAT EACH /- CONTINUOUS (2) EXPOSED TO EARTH OR WEATHER - PAST FACE OF L CELLS BOND BEAM 6 OR LARGER --------------------------2" ATTENTION OF THE ARCHITECT. SPECIAL TESTING REQUIREMENTS APPLY EQUALLY TO OPENING i 4 I REINF•ORC.INC' 5 OR SMALLER -____________________1 1/2- ALL BIDDER DESIGNED COMPONENTS. COLUMNS (TO TIES) ---------------------1 1/2" SPECIAL INSPECTION IS NOT REQUIRED FOR WORK PERFORMED 6Y AN APPROVED 1 2 FABRICATOR PER UBC SECTION 1701 .7. _ ALL OTHERS PER S EDITION 0 ACL 3i8 / ww.0 BEAMS TO STIRRUPS 1 T _RS LATEST F P , p 3. CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL. INSPECTOR IS ON THE tI WTALS SITE AT ALL TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION EL L E. (UBC 1701.6.1). PERIODIC SPECIAL. INSPECTION MEANS THAT THE SPECIAL_ INSPECTOR 1� IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT ALL WORK REQUIRING } ---- - 1 MISCELLANEOUS STRUCTURAL STEEL TO BE ASTM A36, FY-36 KSI, UNLESS NOTED SPECIAL INSPECTION IS IN COMPLIANCE. E=XPIRES _�.�� OTHERWISE. j ISSUED OAT r T SOLID GROUTED �TT-•- T T- 2 TUBES TO BE ASTM ASO, FY=46 KSI; PIPES ASTM A501, FY-36 KSI 4. ALL WELDS SHALL BE VISUALLY INSPECTED. � ----`� MASONRY LINTEL. _L ._L_ __L. 3. BOLTS TO BE ASTM A307 l 02/0 PMT.: 4 WELDING TO BE BY CERTIFIED WELDERS USING E70XX ELECTRODES IN ACCORDANCE 5. ALL COMPLETE PENETRATION WELDS SHALL BE TESTED ULTRASONICALLY OR 8'r USING 02/09/98 WITH AWS STANDARDS. ANOTHER APPROVED METHOD. CITY COM.: 03/11/98 _ Lr 5. ALL STEEL TO HAVE SHOP COAT. �_. 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 7 STEEL WASHERS TO BE USED AT ALL BOLTED CONDITIONS. THE MATERIALS, QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS ARE 8 BRACING RODS TO BE INSTALLED TAUT; ONE STANDARD TURNBUCKLE PER ROD MAi VERIFIED PRIOR TO THE START OF WORK, PERIODIC INSPECTIONS ARE MADE OF WORK BE USED. IN PROGRESS: AND A VISUAL INSPECTION OF ALL WELDS !S MADE PRIOR TO 'HIPMENT _L 9 LATEST NSC AND AWS CODES APPLY ALL CONSTRUCTION PER LATEST AISC OF SHOP WELDING HANDBOOK %� ^ ,�� ` - -.-�.� - ,`"� •' r r.,�_��� u rr , I , 10 ALL EXPANSION BOLTS SHALL BE "BAWL STUD" ANCHORS OR APPROVED EQUAL. WITH ,�\ ;; • I.C.A 0. RATING FOR MATERIAL. INTO WHICH INSTALLATION LIKES PLACE. c'n�,wlr,�T ITT ITE 11 ALL REFERENCE TO HEADED STUDS SHALL INDICATE AUTOMATIC WELDED HEADED STRUCTURAL NOTES & - STUDS (NELSON OR EQUIVALENT) 7YPICa1l DETAILS NOTE: TYPICAL VERTICAL AND HORIZONTAL_ REINFORCING ..... tiUPyES-000/0 NOT SHOWN FOR CLARITY 12540 SIN MAIN STREET PROVIDE SPECIAL_ INSPECTION AT MASONRY LINTELS P6 20 of 22 WITH SHEER REINFORCING S 0 3 TEL SMEAR FEW-CACNG Q ��tjl/4_ 1'--0" CSF ,JOB r40- 971 +.u, hq .W!.�I��PZ+ � r .:nN�YNK ,,R,•,.,3 w..srrl. '.d5k. .. ...«... _-_. i v�•.Pp�ln+ • .... ., _..__........._......,, ,. ., ... ... .. _ •__.... _ .. __.., -........ ra.v-.�w�•�+..w�,•+n".","+.....,..rw . If this notice appears clem-er 11:111 IIIc JUN Q Z 2000 document, Ihv docunlcnl is of marginal Ilnalil.• IIIICf t1I 11111ed I ' II IIII�I (T � ! ! ; III I D 1 I ;II I ; I ; ;I ! i I ! it it i II ; I Til' lillill •`, , � 3 )�. ILIll , l , lll. jl , , i II � I I I �, , ,liil Il !(Iltll,lll I;il !;!� ! 111 I ! �i{II ,Ili�i;1 j Ili jl( ,ij i illli�i�llt ,! li jl,I) II � IiI, I 1 Ilj!II, !! !; i i, l Il 1 ;_ + INCH MAO! IN CHINA II 1 II I 111 1 I 1 II{It 1 ill III 111,.. I f I. .I r. ! ,. I,..il I I. t Lim ! I 1,...1, 1• 1 I I I I II I ill••I I ill lllu 1l{!{111111 I. ll,• , I, ,1 Il il.,! , t tail! if!iliIl •!!1•liil Ifni I,ii) , u 111 ni,1 III n{ f I.1 { 111 I'U llfll! II III 1 l!;II '1:' t' 71 111) II IIIIII111 ILII , Il 11!1111 Il nl 111 n ( In111 ,11 I 1.Nii I11I1I.,.11l,..I,�,..Inl.n,..,.,l.,,.,,,,III,.t.,,�l.!„lIJ�I„III:11 1•.,111 . ( X11' 1 1 11 ill ,1111111 111 1, 11 4 bb'-a F®LJ�V ATKA NOTES: __ _.__. u cq 11'-6" 17'--2" 7'--10" 10'--0 `�` d . I. SEE ARCHITECTURAL/ MECHANICAL DRAWINGS FOR DRAINS, SLOPES, A @ l C C p E AND OTHER FLOOR DEPRESSIONS NOT SHOWN. j 2 SEE= ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS, AND n WALLS NOT SHOWN. � IN x,0 �2 -4' I3` , (,-2 0" 7'-0" 7' 'o" 7' 0" 7'-0" �' 6' -�" 4" .S. SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE, SPACING, AND Q CAL LOUTS AT NON'-L.OAD BEARING WALLS. Q o v ry g N �,> 4 SEE SHEET S1.0 FOR STRUCTURAL NOTES AND TYPICAL_ DETAILS. a ,� 10 ' /'10 1 I t 1� � z"10 _ -_-1, 5. SEE SOILS RENORi FOR ALL FOUNDATION AND SLAB SUPPORT 0 i- _.. fr REQUIREMENTS. THIS IS TU INCLUDE ALL EXCAVATION, FILL AND N p 4 1 ' , i L_ 20 FILL PLACEMENT REQUIREMENTS. o �_ _ _. F 18 _ l i ! now 6 VERIFY At.L WINDOW AND DOOR WIDTHS AND HEIGHTS WITH ARCHITECTURAL DRAWINGS. I ! i . N 7. SLAB TO BE CONSTRUCTED BY FUTURE TENANT ! '" I I w I 120- I ' I ' 1e -- , ! ,e i i LEGEND k1l, dmwww i � .r .I �1iT8 .. .., - 100.00' SPOT ELEVATION j D ► 8 2'-3 1 ! _ ' .1 '� CS,► CONSTRUCTION JOINT CJ CONTROL_ JOINT 8" CMU WALL XX PIER DIAMETER (INCHES) PROVIDE (6) ADDITIONAL #6 1 I ; XX PIER LENGTH (FEET) 1'--.3"�� .EINTEttiED U. DER COLUMN I { ! I I FYP - / (SPACE 0 6 0.c;.) 4 2D I I ! t$ i.�.1 18 i 1 ! 20 L _ 1� i ! .'> I 1 ViT N + - _._.� 3 _ ! __ _ — - - --}--- - i — r- PER SCHEDULE CENTE ED ABOVE PIE.R`,(SPAC ® 6" C C.)i'n 202U ' 8 0 QINII�TE91 (W.) LEWIN (FI) C11�'ACRY (KIT'S) ��r 12 5'-4" 1 1 1 1 1 9'--4" - —_1.0 __.17.0 __.. 12 __ 20.0 C, N { 15.0 I i 20 4 o- 12 24.0 18 i i ' t8 18 18 1 I ,u _ _ __._. __� 1 17.5 { Li I ZO 8 I' ; ,,J ! (` i f c -.. ___10 - _ ---22.5- - 4 143-1 -- -- __ w �_ 00 `. ` .� 1 ,I 1-� 12 _ 27.5 I i 24 8 24.0 io 18 ( 4'..-C! t8_ {18 Ar 18 _.___ .�___ �' t ! ( 6'--6" 8'- 0_ iLO V ' 12 "J 10 30.5 ; 1e 20 .in� ,� I I I , 12 57.0 NOTE: f 1 y J f /- PROVIDE (6) ADDITIONAL f6 I o i APACITIES FOR PIER SCHEDULE PROVIDED BY V L ,_J i y ` CENTERED U DER COLUMN + I , GEODESIGN. INC. ON AUGUST .2, 1999. (SPA(;; A 6 O.C.) l i ( .IC.. 2 I I ! 1 12 21_ ( ! I 20 t B .�.� 72 Z 1 �Q _9L2i�LIli�L ! NOTE: OF PIER OF WALL I I I I �ENTFZED ABOVE PIERS I ,sPAc cos a.c ) �, I - J TYPICAL..----UNLESS NOTED i� iI 2p 0� � _zc 1 I 20 '�- OTHERWISE Ld ,� i 18 L.-- t 8 ( { Lf ,- J 12 12 " ! I ' 12 �I I 1 20 i O � hl'd _ ts I I i1.. 18 � � ! i 18 18 18 � i i 20 18 � I i 12 -_ }-- 18 t Fi I 18 10 ( �' 20 18 12 i Il 2 11 1 1 12 , DRAWN BY: RBW/;;,T R 1 11 18 I1 ! ' A C: 41ECKEG ay: GML •" n t ( '. 18 r4 IT CV fy 3'--O" 13'-9" 6" 8'-2" kta, � ' •yr }`,' to I 1 11j8 18 20 t8 l� y�! _ �_ __ _.... __ +� 2'- _72 ,- _►ZO4El i�`�r`�� 18 18 18 18 M 18 12 * " pF ��� E; 01 t— ISSUED DxrE: PPS ' D - ;� Gntj11y0 `i W�k a, c3� Do ..•� ISSUE: Oel 17/99 ' F01 1YP�0 TYP�0 !50g�- � tie,;w'. �• _.� `"""r9� COL. �- V1 C ING TITS; 1 FIER PLAN LAYOUT "mTm a , PIER LAYOUT PLAN S2 . 0Acn y 0. I M 11 8-lll l0 m 91 12540 SW MAIN STREET PG ?I ..t• z2 !,,�� wo: 97125.06 -. f-, ... ,......... ._. ,............,......-.... ._. .. .....,._.;,.-.w.W........................a �.i.....w,.�.......�-+rw+.ww..r+,.,.w..,r.:r,.,.........••,......,,...__......«....b,., _.,...._.,.,..Mw.r»..�..... ��..._ _..,,« ,. It' (his notice altlte:Irs clearer Than the JUN 0 2 2000 document, the document is of ntaotival wmlil - 1111croh1mcd � �"(I!Jillllll {, i ifij !jlillijljllli 'l Ijij I�i�i! I I l�li Pili l I'i i f ill , III 1i1�! jiiill i II III I ! i Ili�!j!I ! III INCH ' MADE IN LINA41 I 11 ( j l ( j j I l j I�/L��I! I I i I I I ! I I , ET _ . .- 1 T t �i . 11 T la 14 t `�f- �i I n , f_ 64 _ ;3- it tr 2i- . 3i 1 II I! II I II Iillll Ill II !lilll 1'I II II iif!ii I ! 1' 1 ,' I .,. I . 1 !• , . I. 1 1 I;,+,u,,.l n nnl„ , u,! , n!Illn,in„ I jllll illijll„�, II •I,II :I��,,,,. III�II, ,JI„�I. . ,Ilj,l.I IIII.,I.,,I,.. ,.11!11.11!!!!1!111;1!??!I I11!1!I!!I!':',Ili1!;;II.III!!"!Illi!!I??!!.!l11111llullII!!!I,!!!li!!!!llll!Ii!!!�I!!! 11.1 iliiii!ilii ," 1„I�,.,...,I,I!„„I,Ill,,. ,; -466'-0' FOUNDATION NOTES: _—_. -.- —'---- --T--- -d IY-6" 1T- 2" 7'-10 I. 5EL AHCHITECTURAL/ MECHANICAL DRAWINGS FOR DRAINS, SLOPES, w T p AND OTHER FLOORCTURA DEPRESSIONS IONS r'OT SHOWN. ' Jr I I 2 SEE ARCHITECTURAL DRAWINGS LOR DIMENSIONS, ELEVATIONS, AND 2' 4, WALLS NOT SHOWN. ` 10100 8 � 7 -0" ?' -0 7 -0 / -O T-0 7'..0 T-0" 7,_ 6' B" 4" omne ul. 3. SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE, SPACING, AND a —3'' 66 3'--6' -- CALLOUTS AT NON-LOAD BEARING WALLS. Q 0 ry n F N tg ; '�' I 1 4. SEE SHEET 51.0 FOR STRUCTURAL NOTES AND TYPICAL DE IAILS. q^o I _ iipp ./4* .f�� 1/1 00 5. SEE SOILS REPORT FOR ALL FOUNDATION AND SUB SUPPORTL� oi, 20 REQUIREMENTS, THIS IS TO INCLUDE ALL EXCAVATION, FILL AND n p }x IB FILL PLACEMENT REQUIREMENTS. n A I-4 F . _. _ 1 I I I I I 1 m 6. VERIFY ALL WINDOW AND DOOR WIDTHS AND HEIGHTS WITH ARCHITECTURAL I I nj DRAWINGS. ' ^ 7. SLAB 10 BE CONSTRUCTED BY FUTURE TENANT 2V II I I 10 18 I I i II I• t•_ iO I I I m 1 18 I = LEGEND i IF 4 14 "1 '1 'O)0.0Q SPOT ELEVATION `^J 19 I 1 18 2'.} I I I - -18 I 1 CS,I CONSTRUCTION JOINT r--- CJ CONTROL JOINT B" CMU WALL r I XX PIER DWAETER (INCHES) o I I I PIER LENGTH (F ONAL d6- PROVIDE (6) MDITI -3'1 CENTERED DER COLUMN I I I av XX EET) I I TYP. (SPACE O 8 O.C.) I 18 I I I 1 ^ _ 20 -21,0 1 I 7? I 18 0 I ry I F ( I - - —Q PIER SCHEDULE � CENTE ED ABOVE PIERS �µµ I'J t I 18— ''a" 20 I._. _— ( 2U (;iFAC O 6' O.C.) 20 I I- , 8 DIAMEI:R W. LENGTH I tC 1a I 18 0 _ ( ) ( ( J 12 I II rv� t t II ry 1 Is F! 12.5 w 9'-4' 10 17.0 — i b I II I I 12 20A _ H I I I I o 18 a ISA 10 20.0 18 18 18 II 1 20 i 18 12 24.0 1 . a , IT 1/ 20 a 17.5 W P I 'j) Iis — I'-' `'1 —_ - I 10 22.5 o L' ,J I L' ,J o 12 273 I" - J I ,0 W 18 1 4'-0" 16 18 7c 24 a 24 1 I I I 6'-6' 8'-0' II 0ITry 10 30a w 18 , 16 I , I R I I I 20_ II I 1 12 37.018 I 1 - - -o c I NOTE: j R6OAL /6 N CAPACITIES FOR PIER SCHEDULE PROVIDED BY fI V�9TI 18 J I ,I CENTERED 8 O.C.ER COLUMN I I GEODESIGN, INC. ON AUGUST 12, 1999. (SPAC12 , t I, Ii 20 11 20 18 w Z Z 13) r.�� C5)-- — — I I WERS i } I — --O N07E: C JF PIER 0 OF WALL I II rtij I SPAO 6 6 o.c. a I L. J TYPICAL —UNLESS NOTED lJ I 1 ) . , 20 — — 2 I zo 18 OTHERWISE0 — b f , I I 20 I I I (n 18L i J I 18 - - - to 20 O Q to II II 10 18 N CL — I - --Q L' )J I L,� ,-1 18 I I Ta I IT 18 I` 0 Ia II I 1 'o I I 19 I DRAWN BY RBW/CST 1 1 C crIer.ED 9v: CML I I S -0" 13'-9" 4' IL 1 rs.vs7 s r 1 18 20 t .e ._ . - - - - - - - - - -- - - - - -to- - - - - - -' - a a— j8 ISSUED oAfx L Ly Issue 08/17/99 V-10 1'-10" TYP. TYP. yv Q COL. S oryf N DRAWING TITLE: PIER PEAK IAYOW y� I m 1 PER LAYOUT PLAN S2 . OA Hl 11118-II0010 12,540 SW MAIN STREET 9r 22� u G« rl 2_) III __ on Nn: 97125.06 lu , 'r .e•.4 ,.�.wa... w. 1' . .�:eV;f A' �:. � _.,!, ...•fit � - ..;'.. ri All. ,.pp. . . ._..-_..—..-_. -. ._ _SSS - _ . . ,r • .. 1. -s'."' If this police tippears clearer thio Ihr JUN U 2 2000 1(10cun,cnt, the locamelit is of marginal quali15. UTICEOfllined llIIjllClllilillfl 'lMxl.11�ONO" II�)l IIIJIiIlli�iFf l�ili ���i'illl 111111 111111 l'IIII'ii ml _ uVII , 11111o � c