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WALL CONSTRUCTION. 8" CMU (19 COURSES) <br />WITH H RSN7A__'INT REINFORCING EVERY <br />2 COURSES -TIE BEAM @ TOP WITH 2-45'S <br />CONTINUOUS. HORIZONTAL TYPICAL ALL <br />WALLS. <br />02. FILLED CELL. 145 VERTICAL @ 4'-0" O.C. <br />Z'Zi 9NXTE7LACEMENT WITH EXTERIOR <br />DOORS. <br />03. PIER FOUNDATION. 3'-0" X 3'-0" X 1'-0" <br />CONIC FOUNDATiiffl`REINFORCED WITH 545'S <br />EACH WAY. SEE,+DETAIL 3/A.1. <br />04. CONCRETE COLUMN. 8" X 1-1/.4" COLUMN <br />1INFMZCI7l7_7=6-#5'S VERTICAL WITH #4 <br />TIES P 12" O.C. <br />05. FILLED CELLS. 2 FILLED CELLS WITH 145 <br />B1iR-EACH BIEAd BEARING. <br />06. BASE WALL. 8" C.M.U. (3 COURSES) WITH <br />SOCK @ TOP AND 1-45 <br />CONTINUOUS. SEE DETAIL 6/A.1. <br />07. TURN DOWN SLAB. 1'-0" X 1'4" THICKENED <br />'SLAB EDGE 'WITH -2-#5 BARS CONTINUOUS. <br />SEE DETAIL 6/A.1. <br />08. DEMISING WALL. 8" C.M.U. (23 COURSES) <br />WITH FLLEED CELLS AS INDICATED. TYPICAL <br />TIE $AM (SEENOTE 01). <br />09• FLOOR SLAB. 4" CONC FLOOR WITH 6 X 6 X <br />1U/IU W.W.F. ' REINFORCING OVER 6 MIL <br />VAPOR BARRIER ON COMPACTED TREATED FILL <br />@ 95% DENSITY. <br />10. CONCRETE FOUNDATION. 10" X V -8" <br />RE114FORCED CONCRETEFOOTING WITH 3-#5 <br />BARS CONTINUOUS AND #4'S ACROSS 32" O.C. <br />11. CONCRETE FOUNDATION. SEE NOTE 10 <br />12. 1'-0" X 2'-8" <br />REINFORCE-0 CONCRETE DOTING WITH 445 <br />BARS CONTINUOUS @ BOTTOM AND 1-45 BAR <br />CONTINUOUS @ TOP (CENTERED) WITH 04 BAR <br />@ 32" O.C. ACROSS. <br />13. FILLED 1-#5 VERTICAL AS <br />114. WELD PLATE. 8 X 8 X 1/4 ST. PLATE WITH <br />AMK ANCHOR CAST IN PIER FOR BEAM SEAT <br />AND WELDING. <br />16. BRIDGING. JOIST MANUFACTURER TO PROVIDE <br />TAU" ROWS OF BRIDING AS INDICATED. <br />17. ROOF FRAMING. 2 X 6 @ 12" O.C. 'WITH 2- <br />FA IA AND 2 X 6 RIDGE BEAM, <br />PROVIDE HURRICANE HOLD DOWN CLIPS @ ALL <br />FRAMING MEMBERS ANCHORED TO 2 X 8 BASE <br />PLATE ANCHORED TO TIE BEAM. SEE DETAIL <br />2 AND 3/A.5. <br />18. BEAM. W 14 X 26 CANTILEVERED BEYOND PIER <br />Wt-GROUT ENTIRE AREA AROUND BEAM @ ALL <br />BARING CONDITIONS FOR LATERAL <br />RESTAURANT. <br />19-- CONNECTOR PLATE. 8" X 12" ST. PLATE WITH <br />AS INDICATED. <br />GENERAL NOTES <br />01 . CONTRACTOR SHALL VERIFY ALL DIMENSIONS <br />INDICATED AND SHOULD A DISCREPANCY <br />OCCUR, NOTIFY THE ARCHITECT IMMEDIATELY <br />BEFORE PROCEEDING.-, <br />02. SOIL BEARING CAPACITY ASSUMED @ 2000 <br />P.S.F. <br />03. ALL FOOTING AND SLABS SHALL BE MINIMUM <br />25.00 PSI CONCRETE. ALL POURED LINTELS, <br />COLUMNS, TIE BEAMS AND CELLS SHALL BE <br />MINIMUM 3000 PSI CONCRETE. <br />04. ALL CONCRETE BLOCK SHALL BE C-90. <br />05. ALL REINFORCING RODS TO BE SCHEDULE 60. <br />06. ALL WORK SMALL BE COMPLETED IN <br />ACCORDANCE WITH ALL APPLICABLE STATE AND <br />LOCAL CODE, WHERE A DISCREPANCY OCCURS <br />THE MORE STRINGENT SHALL APPLY AND. <br />GOVERN. <br />07. COORDINATE ALL WORK WITH CIVIL AND SITE <br />DRAWINGS. <br />08. THESE DRAWINGS ARE COPYRIGHTSED AND THE <br />PkOPERTY OF THE ARCHITECT. ANY USE. <br />P'R,ODUCTIO* OR CONSTRUCTION WITHOUT <br />WRITTEN AUTHORIZATION OTHER THAN THIS <br />PROJECT IDENTIFIED AS THE PASCO MEDICAL <br />ARTS CENTER SHALL BE A DIRECT VIOLATION <br />OF COPYRIGHT LAWS AND SUBJECT TO LEGAL <br />ACTION ON THE PART OF THE ARCHITECT. <br />09., UPON COMPLETION, THE OWNER/DEVELOPER <br />SHALL FORWARD TO THE ARCHITECT A SIGNED <br />AFFIDAVIT THAT THE BUILDING HAS BEEN, <br />BUILT ACCORDING TO THE PLANS ANO/OR <br />SPECIFICATIONS. <br />I i-pll <br />811 <br />la <br />= ■ <br />REVISIONS � Co A F I ,: <br />%i <br />i' <br />Q <br />�- <br />'Q <br />W <br />W <br />'�C <br />0 <br />Z <br />Q <br />0 <br />Z <br />W <br />I� <br />W <br />ed <br />Uj <br />V <br />V <br />Uj <br />Now <br />J <br />Cd <br />® <br />V <br />o <br />.ir <br />rZ <br />o <br />Q.j <br />rA <br />DRAWN <br />CHECKED <br />DATE <br />SCALE <br />JOB NO <br />SHEET <br />Al <br />OF SHEETS <br />mcen owepnntmq & Supply Inc <br />