Laserfiche WebLink
TE-i <br />7 <br />3'-6" <br />28'-Y <br />TOP OF SLAB <br />I <br />to <br />4" CONC. w <br />3 <br />I SLAB <br />gLu <br />1 <br />M <br />--------� <br />(--4---1— <br />I <br />—FM-16x18 <br />ii1. <br />2'-8" <br />15'4" I i <br />11'-8" <br />101-W <br />II <br />4" PVC 'i i <br />CHASE 1( i <br />ii <br />I <br />-TOP <br />I <br />LL <br />i <br />SLAB <br />4 <br />II <br />i <br />R <br />I <br />J <br />UCi <br />ii <br />ad <br />�^ <br />LL <br />I <br />i <br />fill <br />t.t CW-12x12 <br />— s�-� <br />r <br />II <br />11 <br />8 <br />ii <br />F-2#x24 <br />p <br />�iiZg <br />9 <br />m <br />�o <br />�i— — <br />CWC-1DA2 _ <br />_ <br />WO <br />NII(� <br />pKp <br />°P <br />Q <br />II� <br />L)II� <br />N <br />LLI <br />Lj <br />O <br />ivv <br />UP TO2"FLOOR <br />I <br />N <br />0 <br />(FIELDVERIFY <br />I <br />�iiW <br />o� <br />EXACT LOCATION) 8 <br />" iiw <br />3 w <br />5 <br />1.1uj <br />' <br />3'-0" <br />1.1 <br />I <br />I <br />ti <br />9 � <br />94- 2-W <br />9-0' <br />9-3' <br />95" <br />�S <br />I <br />N <br />I <br />' <br />12 <br />ai <br />Lu <br />O #3 TRANSFER STEEL <br />Iv@ 24" MAX <br />,., <br />N <br />O.C. <br />2 <br />aQ <br />I <br />iv <br />. <br />I"o <br />I FFININ CONC. SLAB <br />aol <br />li <br />I <br />11 <br />. <br />x <br />`O <br />b <br />1.1 <br />I <br />10- <br />16'-0" <br />2'-1 <br />--- <br />FM_16x18 — —J <br />- <br />I <br />4 <br />4 <br />�I <br />LL <br />L <br />m ao <br />LL <br />§ <br />Y <br />N <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 -4-W. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NGVD. <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.OINDICATED #5 BAR, OINDICATES #6 BARANDICATES #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. 530-131ASCE 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 />1,500 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 } 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, Sth EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />6x6 W1.4xW1.4 OVER <br />GENERAL <br />3 1/2" <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-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2) #6's <br />(+)0'-0" <br />FM-16x18 <br />IS, <br />CONTINUOUS <br />18" <br />-(2) <br />s <br />+ -T <br />FM-20x18 <br />20' <br />CONTINUOUS <br />18" <br />- <br />s <br />+0"-0" <br />FMC-16x18 <br />16, <br />CONTINUOUS <br />18" <br />- <br />s <br />VARIES <br />CW-12x12 <br />12" <br />SEE PLAN <br />12" <br />- <br />s <br />- <br />+ 0"-0" <br />CWC-12x12 <br />12" <br />SEE PLAN <br />12" <br />- <br />) s <br />- <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12" <br />s <br />s <br />(+ 0•.0" <br />TE-1 <br />8' <br />SEE PLAN <br />8" <br />- <br />s <br />- X-4" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-W78 <br />FAX 407-7744078 <br />www.abdesigngroup.00m <br />L AA #: 0003325 A <br />6g <br />11yy <br />a <br />6 <br />SUDDIV. & LOT <br />IIII <br />ABBOTT PARK <br />LOT #6 <br />BLK #8 <br />PROJECT# <br />04181.000-06083 <br />MODEL <br />4EHEI <br />"2605- HAYDEN" <br />GARAGE 8111ING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />%160 MPH EXP. C <br />3 <br />DATE: <br />11/25/19 <br />SCALE: 1/4"=1'-0" <br />SKEET <br />si <br />