Laserfiche WebLink
A t G N I T I C T a <br />27'-2" <br />----TE1---- <br />I <br />r--- <br />FM-16X18 <br />F2-30X30 <br />8'4" <br />10'-3" <br />3'-2" <br />3'-5 <br />m <br />4" CONC. <br />w <br />~ <br />wa <br />O <br />SLAB <br />LL <br />a <br />Y <br />F1-30X30 <br />CHASE i <br />/ <br />J <br />v <br />FM-16X18 EXTEND <br />J <br />1"PVC CHASE <br />ELEC. (8) <br />J� <br />1 <br />SLAB 1 tl2" <br />[FOR <br />ISLAND <br />1.1 <br />�Q O <br />aj <br />_ <br />TOP OF <br />SLAB <br />it <br />f i <br />T-2" I <br />TE1J <br />i� <br />i <br />°D <br />i/r <br />wI *31/2" <br />m <br />/ <br />i <br />12 <br />.1 <br />i Jr <br />;r <br />1.1 <br />I <br />it <br />rr <br />ri <br />mI <br />/r <br />I. <br />1.1 <br />t <br />29'-4" <br />20'-8" <br />2'-8" <br />CONT <br />SLAB <br />01-0" m <br />FM-16X1B <br />EXTEND P <br />SLAB 1 1/2" 'h <br />v SLAB q <br />TE-2— _ -3 1Y2" m <br />,0,51/2" SLOPE 1W `Q <br />.�. \ PER FT. <br />iv 2 <br />y <br />mI <br />LLI <br />g71Y2" <br />T FM-1— _ <br />FOUNDATION NOTES <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />2. TOP OF FINISHED SLAB SHALL BE +4-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4, REFERENCE ELEVATION +-0'-0', SEE SURVEY PLOT FOR NAVD. <br />5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN <br />TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS <br />ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER <br />SERVICES. <br />6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: <br />PROVIDE 112" FELT PAPER AT THE JOINT. <br />7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL <br />DRAWINGS. <br />8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. <br />9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE <br />WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />11.13INDICATES #5 BAR, MINDICATES #6 BAR,01NDICATES #7 BAR VERTICAL <br />REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE <br />HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" <br />HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. <br />12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = <br />30'. #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. <br />13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL <br />REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE <br />SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS <br />BEEN DELETED UNLESS NOTED OTHERWISE, <br />14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS <br />OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: <br />A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION <br />C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS <br />15, STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING <br />CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Pm = <br />2,000 PSI, TYPE "M" ORS- MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 4 OF SLAB SUPPORTED <br />3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 6th EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6.6 W1.4zW1.4 OVER <br />GENERAL <br />3 12" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. <br />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-16z18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />FMC-16x18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />s <br />#5 IN CURB <br />VARIES <br />F1.24z24 <br />24" <br />24" <br />12" <br />a <br />e <br />-)8"BELOWGRO <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />s <br />(- 0•-4^ <br />TE-2 <br />8" <br />SEE PLAN <br />8" <br />- <br />s <br />-)0•.p- <br />CWC-12X12 <br />12" <br />CONTINUOUS <br />12" <br />- <br />s <br />#5 IN CURB <br />VARIES <br />F1-30X30 <br />30" <br />30" <br />12" <br />(3) #5'e <br />(3) #5's <br />08" BELOW GRD <br />F2-30X30 <br />30" <br />30" <br />12" <br />(3) #5's <br />(3) #5's <br />-)12" BELOW GRD <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-X <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdeoWkgroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5438 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813SM2628 <br />FAX: 81328-2802 <br />amm <br />UBDIV. ae LOT <br />SILVERADO <br />LOT #4 <br />ELK #14 <br />PROJZCT* <br />03719.000- 04141 <br />MODEIt <br />2795- D <br />GARAGE BWMC;: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />r <br />10 <br />s1 <br />