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FOUNDATION FLAN NOTE HATCH INDICATES I. SLAB -ON -GRADE TO BE 4" THICK WITH II - WI4xWIA W.W-F. ON VAPOR EXTERIOR MASONRY WALL. BARRIER OVER COMPACTED SOIL U.N.O. TO WALL LEGEND 3'-4" 3'-4°' 3'-4 V-4" 3'-Im" 3`-IO" 11'-4" 12'-i" 4'-�u 7'-h" 12'-0" 35'-II,I 6�_4„ HATGH INDICATES 2. TOP OF SLAB ELEVATION = 0' -0" U.N.O. INTERIOR MASONRY ALL. - -_ _ - - - _ -- - - 11 TOP OF FTG. ELEVATION = 1(-) i'-4" U.N.O. (MATCH EXISTING) REFER TO WALL LEGEND 6`-�" TOP OF INTERIOR COLUMN FOOTING = 1(-) 1'-0" F-)Z- S4.1 (2) 3, PROVIDE 10" MIN. SOIL COVER OVER ALL EXTERIOR FOOTINGS. a ® CONTRACTOR TO FIELD VERIFY FOOTING ELEVATIONS. NOTIFY ARCH ITEGT/ENGINEER OF ANYGONFLIGTS OR piSGREPANGIES. REFER I I N \ TO 2/54.1 FOR STEPPED FOOTING DETAIL. _ _ m 12" MASONRY WALL (3) 6 AT CORNERS 6' w/ �"6 IN FULLY I 'p g 4. WALL FOOTINGS TO BE "WF2.61" (TYP.) U.N.O. (TYPJ U.N.O. REFER I -4- 2 -5 t Fa e + GROUTED CELLS A ° HATCH INDICATES i5tTO 3/642. - - ' '� 32" OC MAX 7 a 5 CENTER ALL FOOTINGS BELOW WALL OR COLUMN I I 1 � I 1 W ,Q o "0 l!m E I cDl 5" SLAB -ON -GRADE - - - - - - - - S4.5 "; d w/ 6x6 W2.IxW2.i W.W.F. ° 6. ALL FOOTING REINFORCING TO BE BOTTOM BARS U.N.O. m) GONT. 1/2" ISOLATION =I a IIl s I_I 5 I I S4.1I V JOINT 1. PROVIDE CORNER BARS AT ALL CORNERS AND f _ Uf 11I S4.1 UI I S4,1 I = (2) "6 I'-�" INTERSECTIONS OF CONTINUOUS FOOTINGS AND THICKENED SLAB STEG� 9 II 3'''-�" I I'-m" EDGES. REFER TO DETAIL 3/54.1 ADDITIONAL INFORMATION. _______ STEP - - - - - .� T _ • . _ - < - - - = ` - - - - = - - EXIST. FRAMING NOT 8. REFER TO ARCHITECTURAL DRAWINGS FOR MASONRY OPENINGS AND - - - - - - - - - - - - - - - - - - - - SHOWN FOR CLARITY ALL DIMENSIONS NOT SHOWN, VERIFY ALL DIMENSIONS SHOWN W/ FTC. - - � - - ARCHITECTURAL DRAWING. ' II 11 ,t I f I !', GROUT S4.1 - - - EXIST. CONC /MASONRY •'. I IN DRAIN LINE. SOLID EXIST. MASONRY WALL TO TIE BEAM FIELD-VERIF 9. INSTALL MASONRY CONTROL JOINTS AT 32'-0" O.G. MAX. COOKD. w/ ARCH. AND BE REMOVED THIS AREA. AND NOTIFY ARCH./ENG. COORDINATE LOCATIONS AT EXTERIOR WALLS WITH /� I CIVIL. STEP FTC. AS OF ANY ARCHITECTURAL STUCCO JOINTS, REFER TO 1/54.2 AND 2/542, I I REQ'D. REFER TO 2/54.1 I DOUBLE WYTHE WALL w/ HORIZ. JOINT EXIST. MASONRY - piSGREPANCIES ('TYP.) �,� REINF. At 8" O.G. MAX. LOCATE FIRST CELL REQUIRING NEW 10. REFER TO ARCHITECTURAL/PLUMBING DRAWINGS FOR 4 I� Izi COURSE IN EA. WALL AND CENTER ALT. REINF./GROUT - FIXTURE/DRAiN LOCATIONS AND REQUIREMENTS, 54.1 F6 COURSES BETWEEN WYTHES OF WALL.(- Q GROUT CELLS SOLID I1. REFER TO ARCHITECTURAL/CIVIL FOR EXTERIOR SLAB AND C.J. _ EXIST. 6" C.M.U. AFTER REINF. HAS - -- SAW -CUT AND REMOVESIDEWALK INFORMATION. -.+. I-.-._ul_MASONRY WALL (TYP.) BEENINSTALLED U=� MASONRY FACE SHELL !' L - J t- ONLY AS REQUIRED C� d -1 FOR INSTALLATION of 12, REFER t0 I/643 FOR DESIGN WIND CRITERIA. I i ° > °A =� - I I I d0 (INTERIOR OR FOOTiNG;; 5GHEDULE f II I I H NEW VERT. REINF_ AS - EXTERIOR FACE) REINFORCING x W REAQUIRED. REFER TO t - DRILL AND EPDXY MARK SiZE DEPTH EACH WAY REMARKS I � S4.1 W m Q _ NEW DOWELS TOP AND TEl 1'-0" x CONT. 1'-4" (1) S CONT. TOP THICK. SLAB EDGE F6 I BOTT., 6 EMBED. (MIN.) (2) S CONT. Ot I I IK ~ -_-_ '- NOTE: At LOCATIONS WF261 2'-8" x CONT. I'-2" (3) "'S CONT. BOTT. C.J. i T - - - - WHERE EXIST. STEM WALL FTC. M5 AT 16" O.G. tRANSV. zo EXiST. CONC. - WALL IS GROUTED WF3(4) 115 CONT. BOTT. WALL FTG, L J SLAB W ---- SOLID; DRILL AND .5 3'-6" x CONT. I'-2" „5 AT 16" O.G. TRANSV. ' $ U EPDXY DOWEL INTO F3 3'-m" x 3'-0" I'-0" (3) S BOtT. COLUMN FTC. EXIST. FOOTING (TYP.) �j�� W_ J STEM WALL, 8" EMBED. I I (Y --- - -----4 F3-6 3 -0" x 6'-0" I'-0" (3) "5 L.W. BOTT. COLUMN FTG. I flr X W EXIST. FOOTING. ((o) 05 S.W. BOTT. FIELD -VERIFY AND 1 i I I I W � � � � � � ' (0 d ,-� 1= _; L NOTIFY ARGH./ENCs. OF F4 4i-0" x 4'-0" I'-0" (4)'S BOtt. COLUMN FTG. ---I II - --{ F4-6 4 -0" x s'-m" 1'-01' (4) "5 LONG WAY COLUMN FTC. I f I i I I= - ANY DISCREPANCIES. Y ram.. T - - - - - - - - - - 1 - 1'-0" it • - I F5 5'-0" x 5'-0" I'-2" (5) S EA. WAY BOTT. COLUMN FTG' I II I II2'-0"_ - '#I II- III Ilr II HATCH INDICATE WIDE x I -0 I I L I (III ! 1 II-1 - F5-II 5'-O" x 11'-0" 1'-2" (5) S L.W. BOtt. COLUMN FTG, I'- (MIN.) PEEP FTC. AUGMENTATION w/ (2) (11) S S.W. BOTT. CON?. TOP AND BOTT. DRILL AND I -I - I I =-I -I I' ® F5-12 5'-O" x 12'-0" 1'-4" (6) +'S L.W. TOP < BOtt. COLUMN FTG. I I rj� EPDXY 45x2 -4 DOWELS AT 12 O.G. I __ ' I I a M �� ., " EMBED. TOP II I (13J *5 S.W. TOP BOTT. MAX. TOP AND BOTT CP-5 AND FTC. AUGMENTATION TO MATCH F6 rot-0 x 6 -0" I -2" (6) "'S TOP E BOTT. COLUMN FTG. r =1 T I ] ITT II 1I -1 I ' - � - .., �.;' 12 _ N UJ f N f N X f S l l l I I _I Fa s -0 x a 0 1 4 CS)'S TOP 4 BOTT. COLUMN FTC. j� �. �� ® F8-15 8'-0" x 15'-m°F4' (9) 05 L.W. TOP a BOTT. COLUMN FTG_ -0" (16) "'5 S.W. TOP d BOTT. STEEL. COL Ut' / 5, 6E FL ATE &CAE D UL E COLUMN BASE ill BASE lE MARK SIZE SIZE TYPE REMARKS (U.N.O.) H65-1 5"x5"x3/fro" 3/4"xl2"xi2" TYPE "A" (4) 3/41IOA4" 11466-2 6"x6"x3/16" 3/4"x12"x12" TYPE "A" (4) 3/4110x14" 1485-3 6 "x6 "x3/8" 13/4"x12 "x12" TYPE "A" (4) 3/4"OA4" 145S-4 6"x8"x3/16" 3/4"xl4"xl " TYPE "A" (4) 3/4114>xl4" H6S-5 12"x6, Vl6" 1"xl2"xl4" TYPE "B" (4) 3/4110x14" 1 1/2" TYP, Y 1 1/2" TYP.lu (K r • I I ' , � I I W r • • 11` II lE 1I8 x3 x3II W • (TYP.) TYPE 11,411 TYPE "B" TY . ANCHOR DOLT 1. REFER TO 8/64.1, 10/94.1, AND 12/54.1 FOR HSS STEEL COLUMN DETAILS. 2. ALL ANCHOR BOLTS TO BE F1554-GR36 DRILL AND EPDXY *3 x 0'-8" DOWEL AT 16" O.C. MAX. (4" EMBED) EXISTING SLAB (W/-\ NEW TOPPING AS REQ'D.) x x - - --- x i IIi WALL LEG;EN[:) WALL TYPE REMARKS HATCH INDICATES $" MASONRY BRG. WALL w/ 4'6 VERT. IN FULLY GROUTED CELL AT 32" O.C. MAX. (EXTERIOR WALLS) INDICATES 6" MASONRY BRG. WALL w/ % VERT. IN FULLY GROUTED CELL AT 4a" O.C. MAX. (INTERIOR WALLS) r INDICATES 3 5/a", la GA. (362 5162-43) MIN. METAL STUD FRAMING AT 16 O.C. MAX. REFER TO PLAN FOR ADDITIONAL INFORMATION INDICATES 12" MASONRY BRG. WALL w/ 06 VERT. IN FULLY GROUTED CELL At 32" D.C. MAX. (SITE WALLS) i. REFER TO PLAN AND DETAIL 3/54.2 FOR VERT. REINF. AT ALL WALL CORNERS AND INTERSECTIONS. (TYP_) UN.O. REFER TO FILLED CELL SCHEDULE FOR VERT. ADJACENT TO MASONRY OPENINGS (TYP.) U.N.O.. 2. VERT. REINF. TO BE HOOKED INTO FOOTING AND ROOF TIE BEAM LAP SPLICE REINFORCE BARS 4a BAR -0AS REQUIRED (TYP.) U.N.O. 8 3. REFER TO PLAN FOR ADDN'L./SPECIFIC REINF, REQUIREMENTS. 4. REFER TO 61642 AND 1/64.2 FOR TYPICAL DETAILS AT MASONRY OPENINGS. 5. REFER TO SHEET 63.1 FOR TYPICAL METAL STUD FRAMING NOTES. FILLED CELL 5 C H E D U L E (ADJACENT t0 MASONRY OPENINGS U.N.O.) OPENINGS LESS THAN OR EQUAL TO 3'-4" (1) "ro EACH S1DE OPENINGS GREATER THAN 3'-4", BUT LESS THAN 6'-4" (2) 06 EACH SIDE OPENINGS EQUAL TO OR GREATER THAN 6'-4", BUT LESS THAN 6'-4" - (3) *6 EACH SIDE OPENINGS GREATER THAN 0'-4" REFER TO PLAN W.WF. "--(I) ""5 CONT, T"r f=[C;AL SECTION (NEVEXiST. 5LA 5 CONNECTION) SCALE: 3/4" = i'-0" ■ KE 'r I L,4N I . •0 REVISIONS - BY ADDENDUM 1 2/4/i 1 REV. 2 - 3/18111 CLIENT/r-ONTRACTOR REVISIONS REV. 4 - 1/25/11 I� U i� :J r cry U CL 'n s� }2 c3 E U _ E W U N . � _> 'JIti 3 3 m ti ti ti N ti a 1 H W �0: a H U � a v o 0 Aa" �O p m: o� (n u0 o ro Z N (0 �rn _. L0 _mower GC 5 r- W <L; N L1 1 a v L,. Zu) o I.LJ do L�j LLj '/uJ C Q z^ �U ) CC� CL _0 z O a) Lo 'W (� x Q p w C.) t 0 V) a �. a W v W L e M O Q s' � A � 0 0 00 -F a-t!U N O Date: 12, 15, 10 Scale: AS NOTED Project Mgr: GM Drawn: - Job: 09-45 Sheet S2.1