Laserfiche WebLink
em_1" <br />SLAB <br />C <br />30'-8" <br />19'4" <br />3'-6" <br />v <br />27'-2" <br />sw <br />m <br />ra- <br />ol I"Id I 1 1.1 <br />.1— <br />— — <br />— — <br />TE-1 <br />— — — <br />— — <br />IL <br />` <br />— <br />3' -2" <br />3'-2" <br />10'-3" <br />8'4" <br />4* CONIC. <br />F2-30X301 <br />I <br />SLAB <br />w <br />I <br />4' PVC <br />\\`�\ <br />F1.30X30 <br />w <br />�a <br />� <br />\``\ <br />CHASE <br />4'4" <br />9' 2" <br />5' 10" <br />I CSii \ <br />, <br />31/2+ <br />` <br />. <br />1 <br />INS <br />1" PVC CHASE <br />— <br />J <br />M-16718 <br />(o <br />FOR ELEC. @ <br />ISLAND <br />Y <br />EXTEND <br />SLAB 1 112" <br />1 <br />ILLS <br />I <br />\ <br />t`7 <br />-- -------- <br />OP <br />TOF$ <br />SLAB <br />13,_2" <br />I <br />L TE 1 <br />\` \\ <br />-3 1/2 Iw <br />FT <br />12 <br />\\ <br />4 <br />1.1 <br />` <br />1 <br />20'-8" <br />29'4" <br />I <br />.I <br />I <br />I <br />I <br />I <br />I <br />H <br />TE2 <br />I <br />I <br />I <br />I <br />I <br />I <br />— — <br />— <br />— — <br />� <br />L---- TE2 J <br />1 <br />— — — <br />0 <br />7 <br />1.1 <br />-51P1+ <br />5 2,-3" I J <br />1.1 <br />2 <br />7-8" <br />2-8' <br />5_6" b <br />m <br />1.1 <br />18'-10" <br />10'-10" <br />EXTEND) <br />" <br />SLAB 1 1/2" <br />tv <br />11 <br />N <br />FM-16X18 <br />u! <br />11-24X24 <br />4 <br />-31/2�, I <br />1 2 <br />FMC-16X18 <br />3,-0„ <br />ILL <br />4" CONC. <br />SLAB <br />16'-0" <br />2.0" 10" <br />8'-0" <br />4 4 <br />. <br />I� <br />17 <br />1.1 <br />a Lu <br />(L <br />LL <br />FM_1 18 <br />i <br />91-0" <br />5'-4" <br />-7 1/2d <br />4 <br />F1 24X24 <br />FM-iBX18 <br />—" <br />— <br />— <br />N <br />---- <br />FM-16X18 <br />---- <br />-{ <br />1 <br />tuzc' <br />v <br />L <br />ik1 <br />,4" <br />20'-0" <br />9'4" <br />7'-8" <br />13'-0" <br />50'-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 +4-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-V-O-, 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 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 />I l.OINDICATED #5 BAR, MINDICATES #6 BAR,■NDICATES #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. 530-131ASCE 5-13, USING: Fm = <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, 6th EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x8 W 1..I.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 OUANTITY 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-16xl8 <br />16" <br />CONTINUOUS <br />18" <br />- <br />(2) #6s <br />FMC-16x18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />s <br />#51N CURB <br />VARIES <br />F1-2424 <br />24" <br />24" <br />12" <br />mos <br />a <br />- S" BELOW GRD <br />TEA <br />8" <br />SEE PLAN <br />8" <br />- <br />s <br />- <br />- 0'-4" <br />TE-2 <br />8" <br />SEE PLAN <br />8" <br />CWC-12X72 <br />12" <br />CONTINUOUS <br />12" <br />- <br />s <br />#51N CURB <br />VARIES <br />Ft-30X30 <br />30" <br />30" <br />12" <br />(3) #6s <br />(3)#Ss <br />BELOW GRD <br />F2_.X30 <br />3(l <br />30" <br />17, <br />(3) #6s <br />(3) #5's <br />- 12" BELOW GRD <br />FOUNDATION PLAN <br />SCALE: 1/4" = l'-0" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO,FL32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />IF DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 81388E-2628 <br />FAX: 813886.2802 of <br />ISVHDIV. As LOT <br />SILVERADO <br />LOT #4 <br />BLK. #13 <br />PROJMCT# <br />03719.000-04131 <br />MODEM, <br />2795-B <br />GARAGffi g)WWO: <br />LEFT <br />PAGR: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />