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z <br />w <br />Z_ p <br />m STANDARD HOOK <br />ip W <br />7 <br />N � <br />�O <br />�U <br />VERT. REINF. <br />IN GROUTED <br />CELL <br />CLEANOUT REQ'D <br />FOR GROUT LIFT <br />STANDARD HOOK >5 FT. UNLESS <br />EMBEDMENT FOOTING DWL. IS <br />FOOTING — PER 203.3.3 L NOT REQ'D. <br />-------- — —_ i ------ <br />REINFORCING <br />z� <br />0 <br />M U <br />ONE STORY MASONRY WALL <br />N.T.S <br />PRE ENGINEERED TRUSSES <br />BOND BEAM <br />2 "x4" WALL STUDS <br />w <br />0 16" O.C. <br />0 <br />0 <br />w <br />U_ <br />S <br />I- <br />J 8" <br />0 <br />z <br />0 <br />4" -3000 PSI CONCRETE <br />12" <br />2 #5 CONT. <br />3" MIN. COVER <br />SECTION 'B -B' <br />N. T. S. <br />2' x 2' X 2' thk. <br />CONCRETE FOOTE <br />AT EACH COLUMN <br />19' -6" 20' - <br />ad <br />14n'-n" <br />20' -0" <br />20'— 0" <br />14' -6" <br />5' -6" <br />24' - 8" <br />40 <br />6 0-0 1 1 # 00 <br />IINDOW <br />ALUMINUM ROOFING <br />OVER 1/2" CDX <br />PLYWOOD <br />VINYL GUTTER AND FASCIA <br />IX FASCIA <br />2X SUB FASCIA <br />VENTED VINYL SOFFIT <br />HETA40 <br />[24" IMPSON HETA40 <br />8"x16" TIE BEAM 8 "0 6' -0" <br />W/2 - #5 BARS CONT. 1 - #5 BAR <br />CONTINUOUS <br />IN BOND BEAM <br />0 <br />12"x12" CONCRETE 8" CONCRETE 1 <br />COLUMN BLOCK WALL O <br />W /STUCCO 4" -3000 PSI CONCRETE <br />#5 CONTINUOUS PAINTED tOx10x6 WWF OVER <br />® 6' O, C. z BLOCK 6 MIL VAPOR BARRIER <br />#5 DOWEL SOIL TREATED FOR <br />STD <br />0'HOOK N to J TERMITE PROTECTION <br />/ <br />PAVEMENT <br /># BAR 4' -0" O.C. <br />N • 1 - #5 BAR AT <br />• 20 4' -0" O.C. VERTICAL <br />2'x2'x2'thk ( #5 LAP SPLICE AT CORNERS) <br />CONCRETE FOOTER <br />2 - #5 BAR CONTINUOUS <br />2 - # BARS E.W. <br />TOP & BOT. 1 - #5 BAR AT 24" O.C. <br />12 <br />5 <br />SIMPSON HETA40 <br />8" CONCRETE <br />BLOCK WALL <br />W /STUCCO <br />#5 BAR FIELD BENT 90' INTO <br />FLOOR SLAB AT 2' -0" O.C. <br />VERTICAL REINFORCEMENT <br />#5 LAP SPLICE — <br />AT CORNERS <br />8" CMU BLOCK WALL <br />FILLED W /3000 PSI <br />CONCRETE <br />2 -y5 BAR CONTINUOUS —� <br />1 -#5 BAR AT 16 O.C. <br />TYPICAL SECTION 'A -A' <br />N. T. S. <br />FOOTINGS TO BEAR ON UNDISTURBED SOIL <br />DEVOID OF ORGANIC MATERIAL. <br />STEM WALL SHALL BE FULLY GROUTED <br />NTH 3,000 PSI GROUT. <br />VINYL GUTTER AND FASCIA <br />1 X FASCIA <br />2X SUB FASCIA <br />VENTED VINYL SOFFIT <br />— 1 - #5 BAR <br />CONTINUOUS <br />IN BOND BEAM <br />5' -0" <br />SIDEWALK <br />42" ht. — <br />ALUMINUM <br />HANDRAIL <br />`t -I5 BAR AT <br />4' -0" O.C.VERTICAL <br />POND <br />4 <br />N • • <br />24' <br />3000 PSI <br />CONCRETE FOOTER <br />0 <br />I <br />0 <br />#7 BARS 0 24" O.C. <br />THRU SIDEWALK <br />W/12 "HOOK EACH END <br />3 -J5 BAR CONTINUOUS <br />1 -,#5 BAR AT 16" D.C. <br />FOUNDATION & FLOOR PLAN <br />SCALE 1/8 " =1'0" <br />NOTES: <br />1. 1 - #5 BAR IN FULLY GROUTED <br />CELL AT ALL CORNERS, EACH <br />SIDE OF OPENINGS AND AT <br />MAX, 6' -0" O.C. <br />2. ALL WALLS LESS OPENINGS <br />SHALL BE CONSIDERED <br />SHEARWALLS, <br />611 1 <br />1 <br />+ *... <br />CERTIFICATION: <br />- <br />I CERTIFY THAT <br />THESE PLA MEET THE <br />MINIMUM REQUIREK$F_NTS FOR WIND LOADS <br />SECTION 1606, <br />OF 110 MPH. <br />FLORIDA BfJIL D CODE, <br />� <br />200 EDITION, <br />FV�� �BASIC WIND SPEED <br />����d <br />;.r. <br />:I . <br />Q <br />N <br />' <br />:C: <br />2 "x4" WALL STUDS <br />w <br />0 16" O.C. <br />0 <br />0 <br />w <br />U_ <br />S <br />I- <br />J 8" <br />0 <br />z <br />0 <br />4" -3000 PSI CONCRETE <br />12" <br />2 #5 CONT. <br />3" MIN. COVER <br />SECTION 'B -B' <br />N. T. S. <br />2' x 2' X 2' thk. <br />CONCRETE FOOTE <br />AT EACH COLUMN <br />19' -6" 20' - <br />ad <br />14n'-n" <br />20' -0" <br />20'— 0" <br />14' -6" <br />5' -6" <br />24' - 8" <br />40 <br />6 0-0 1 1 # 00 <br />IINDOW <br />ALUMINUM ROOFING <br />OVER 1/2" CDX <br />PLYWOOD <br />VINYL GUTTER AND FASCIA <br />IX FASCIA <br />2X SUB FASCIA <br />VENTED VINYL SOFFIT <br />HETA40 <br />[24" IMPSON HETA40 <br />8"x16" TIE BEAM 8 "0 6' -0" <br />W/2 - #5 BARS CONT. 1 - #5 BAR <br />CONTINUOUS <br />IN BOND BEAM <br />0 <br />12"x12" CONCRETE 8" CONCRETE 1 <br />COLUMN BLOCK WALL O <br />W /STUCCO 4" -3000 PSI CONCRETE <br />#5 CONTINUOUS PAINTED tOx10x6 WWF OVER <br />® 6' O, C. z BLOCK 6 MIL VAPOR BARRIER <br />#5 DOWEL SOIL TREATED FOR <br />STD <br />0'HOOK N to J TERMITE PROTECTION <br />/ <br />PAVEMENT <br /># BAR 4' -0" O.C. <br />N • 1 - #5 BAR AT <br />• 20 4' -0" O.C. VERTICAL <br />2'x2'x2'thk ( #5 LAP SPLICE AT CORNERS) <br />CONCRETE FOOTER <br />2 - #5 BAR CONTINUOUS <br />2 - # BARS E.W. <br />TOP & BOT. 1 - #5 BAR AT 24" O.C. <br />12 <br />5 <br />SIMPSON HETA40 <br />8" CONCRETE <br />BLOCK WALL <br />W /STUCCO <br />#5 BAR FIELD BENT 90' INTO <br />FLOOR SLAB AT 2' -0" O.C. <br />VERTICAL REINFORCEMENT <br />#5 LAP SPLICE — <br />AT CORNERS <br />8" CMU BLOCK WALL <br />FILLED W /3000 PSI <br />CONCRETE <br />2 -y5 BAR CONTINUOUS —� <br />1 -#5 BAR AT 16 O.C. <br />TYPICAL SECTION 'A -A' <br />N. T. S. <br />FOOTINGS TO BEAR ON UNDISTURBED SOIL <br />DEVOID OF ORGANIC MATERIAL. <br />STEM WALL SHALL BE FULLY GROUTED <br />NTH 3,000 PSI GROUT. <br />VINYL GUTTER AND FASCIA <br />1 X FASCIA <br />2X SUB FASCIA <br />VENTED VINYL SOFFIT <br />— 1 - #5 BAR <br />CONTINUOUS <br />IN BOND BEAM <br />5' -0" <br />SIDEWALK <br />42" ht. — <br />ALUMINUM <br />HANDRAIL <br />`t -I5 BAR AT <br />4' -0" O.C.VERTICAL <br />POND <br />4 <br />N • • <br />24' <br />3000 PSI <br />CONCRETE FOOTER <br />0 <br />I <br />0 <br />#7 BARS 0 24" O.C. <br />THRU SIDEWALK <br />W/12 "HOOK EACH END <br />3 -J5 BAR CONTINUOUS <br />1 -,#5 BAR AT 16" D.C. <br />FOUNDATION & FLOOR PLAN <br />SCALE 1/8 " =1'0" <br />NOTES: <br />1. 1 - #5 BAR IN FULLY GROUTED <br />CELL AT ALL CORNERS, EACH <br />SIDE OF OPENINGS AND AT <br />MAX, 6' -0" O.C. <br />2. ALL WALLS LESS OPENINGS <br />SHALL BE CONSIDERED <br />SHEARWALLS, <br />611 1 <br />1 <br />+ *... <br />P RE ENGINEERED TRUSSES <br />12 <br />5 F <br />CERTIFICATION: <br />I CERTIFY THAT <br />THESE PLA MEET THE <br />MINIMUM REQUIREK$F_NTS FOR WIND LOADS <br />SECTION 1606, <br />OF 110 MPH. <br />FLORIDA BfJIL D CODE, <br />� <br />200 EDITION, <br />FV�� �BASIC WIND SPEED <br />����d <br />P RE ENGINEERED TRUSSES <br />12 <br />5 F <br />