6979 Silverado Ranch Blvd - Laserfiche WebLink

Browse Search

4" CONC. �OSL�A.e TT OP OF 0 sLAB 10'.A" 28'4r 3t4" 15'-1(r 9'45' 9'-8" '-4" — 1 — — — 7 — FM-12X12 — — — — — — FM-12X18 — IS 4" CONC. A I SLAB F-24X24J 11-0. +3 IQ t0 1.1 EXTEND FM-/2X18 i SLAB 1 1/2" 1. I , I I I I �4TOP OF I. SLAB i5 ILL I I I •I I �I I I I LLI I I• I I 4" PVC I L CHASE TE•1 1.1 — — — — + 5 112 4-1 ,• 13� 5 I I . ILL o I I EXTEND 2 1• SLAB 11/7 1• -- 4"C11C FM-12X18 Iri SLAB 3,1„ I INa -3,2 �.77/2 g) a 2 J MC-12X18 FM-12XIS FMC-11- FW 2 1i L1.1 FM-12XIS 1.1 4 4 2'-8" 18'-0" 2'-8" X-10" 10'-7 21'4" 4'-4" 14'-0" 39'4r FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAM AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1r2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. S. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWVDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. I I INDICATED #5 BAR, BNDICATES #B BAR, ODICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (05 = Mr, #8.38'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE 05'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.53043/ASCE 5.13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5.13, USING: Fm = 1,500 PSI, TYPE "M" OR'S" MORTAR, ASTM C476 GROUT MW PSI), UNITS LAID IN RUNNING BOND, 16, WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER J OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, Mh EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. I REMARKS 8xB W1.4xW1.4 OVER GENERAL 3 12' B MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3a' LEG EACH WAY. MARK I WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TEA 8" SEE PLAN ,a' - s FMAN12 12• CO TINUOUS 17 2) #5's FMAN18 1 CONTINUOUS 18" 2 #5's +a-0" FM-16x,8 18' CONTINUOUS IS, - ( 's +a•.a' FMC-12x18 17 CONTINUOUS 19, - ( kVARIES F-24x24 24" 2 r 12' s (-)0'-4- 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdmWWoup.com L AA #: 0003325 L1111111, OVt3Dm a Lo SILVERADO LOT #54 BLK #6 PllOJOcTN 4 02-5406 IWDZU 4EBB "1828-CALM" GARAGs OWING: LEFT PAGO: FOUNDATION PLAN 150 MPH EXP. H DATM 01/m/19 scAm. 1/4"=1'-0" slum= si