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7863 Broad Pointe Dr
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7863 Broad Pointe Dr
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Last modified
3/21/2025 9:14:34 AM
Creation date
2/24/2025 10:11:00 AM
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Building Plans
Street #
7863
Location
Broad Pointe Dr
Contractor
D R Horton
Building Plans - Permit #
1058
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4" CONC. <br />SLAB <br />v <br />v <br />_ <br />3 ``'— — — — — — — FM-12X18 <br />``N% <br />_ _ <br />FM-12X12 <br />1 <br />- <br />4' CONC. <br />I <br />SLAB �I <br />IN <br />-n <br />i� <br />12 <br />x <br />w <br />a0 W *31/2" �I <br />co <br />F-24X24le <br />y a w <br />2,_6. <br />g, 6. I <br />`.\ ro <br />N <br />\� <br />FM-12X18 <br />' <br />I <br />PVC CHASE <br />�4" <br />im <br />T, P• <br />TOP OF <br />1' PVC CHASE <br />SLAB I <br />4 <br />` <br />x ` ELEC. 0 <br />ISLAND 11 <br />I� <br />z <br />� <br />I `d <br />• <br />c <br />1 I <br />I <br />,.1 I <br />W <br />Y <br />I <br />v <br />EXTEND <br />L-----_ TSLAB 11— <br />E_7 <br />_ _ <br />I' <br />V *6 112" <br />N <br />o <br />i Z <br />1T-8' <br />2'-8' <br />4 > R <br />• <br />i� m <br />I <br />I � <br />� <br />I <br />• <br />I� <br />I <br />I� <br />I� <br />IF- <br />O EXTEND <br />1,1 <br />2 y SLAB 1 1/2' <br />FM-12X18 <br />I <br />4"CONSLAB1 <br />VC. <br />I�a V3' I <br />2 <br />� <br />� <br />FMC-12X18 FMC-12X78 <br />'� <br />1 <br />7 1 /2" 1.1 <br />4 4 <br />1,1 1 <br />1.1 FM-12X78 71 <br />L FM_72X/8 <br />— — — — — — <br />_1.1 <br />FM-12X12 <br />FOUNDATION PLAN <br />SCALE: 1/4' =1'-0' <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 +-0'-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +4-0% 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 1/2' 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 AINDICATED #5 BAR, OINDICATES #6 BAR,WNDICATES #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 />16. 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. 630-13/ASCE 5-13, USING: F'm = <br />1,600 PSI, TYPE "M" OR'S' MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED <br />3'-0' O/C MAX. SEE PLAN FOR WWM 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 />I REINF. <br />REMARKS <br />6x6 W 1.4xW I A OVER <br />GENERAL <br />3 112' <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 />I WIDTH <br />I LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM.12x18 <br />12' <br />CONTINUOUS <br />18' <br />- <br />(2) #Us <br />FMC-12x18 <br />12' <br />CONTINUOUS <br />18' <br />- <br />2 # 9 9 <br />#51N CURB <br />VARIES <br />F-24x24 <br />24' <br />24' <br />12' <br />2 #Ss <br />2)#5s <br />-)0'-4- <br />FM-12x12 <br />12' <br />CONTINUOUS <br />12' <br />- <br />(2) #69 <br />(-)0'-4' <br />TE-1 <br />8' <br />SEE PLAN <br />8' <br />- <br />1 # s <br />1441 N. RONALD REAGAN BL <br />LONGWOOD,FL32760 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />L AA M 0003326 <br />y <br />a1 <br />m <br />>SVHDIv. ae LiOT: <br />ABBOTT PARK <br />LOT #19 <br />BLK #15 <br />PROJECT* <br />04181.000-19151 <br />MODEL: <br />4EAB <br />"1672-ARIA" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />%160 MPH EXP. C <br />
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