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E <br />3s'-B" <br />28'-W <br />3'4" <br />15'-10" <br />9'-0" <br />91-8• <br />X-6" <br />36'-2" <br />sL°PAB°F <br />\ <br />— 1 <br />— FM-112X12 <br />�--- — — — — FM-12X78 <br />\`, <br />LLI SLAB <br />\ <br />`\` <br />a�I <br />F-24X24� J a <br />LL <br />h-3 1/2 <br />Y <br />10 <br />\\% <br />EXTEND FM-12X18 <br />1 <br />4" PVC <br />SLAB 1 12" <br />1. <br />`\` <br />CHASE <br />I• <br />I <br />I <br />\% <br />\I <br />0 <br />I <br />� <br />TOP OF <br />I <br />• <br />\I <br />\ <br />SLAB <br />\ <br />\ <br />\ <br />`%\ <br />;\ <br />xi <br />I <br />\\ <br />LLI <br />I% <br />1, <br />I <br />L---- <br />TE1 <br />I <br />I <br />I <br />4:5 112 <br />4" <br />17'-8" <br />2'-8" <br />3, " 5 <br />I <br />I <br />I <br />I <br />4 <br />�o <br />I <br />I <br />ILL <br />iv <br />$ <br />EXTEND <br />1 <br />2 <br />SLAB 1112" <br />C—O—NC, <br />, <br />$-71/2 <br />2FMC-12X18 <br />%1�_ <br />J <br />FM-12X18 <br />FMC-12X18 <br />_-4"— <br />—.)$LAB�31/2 <br />FM-1-2X18 — <br />1.1 JII <br />4 <br />4 <br />.i <br />i. <br />21" <br />16'-0' <br />2'-8" <br />4'4" <br />3'-10" <br />10'-2" <br />21'4" <br />14'-0" <br />39'-8" <br />FOUNDATION PLAN <br />SCALE: 114" = V-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--V-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 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 />3(r, #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 513, 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: 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 />I REINF. <br />REMARKS <br />6x6 W I A.W 1.4 OVER <br />GENERAL <br />1 312" <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 />TEA <br />8' <br />E LAN <br />- <br />s <br />(+ '-0• <br />FMA2x12 <br />12" <br />CONTINUOUS <br />12' <br />- <br />(2) 's <br />FM-12x18 <br />12" <br />CONTINUOUS <br />18" <br />(2)#5's <br />FM-16x18 <br />18" <br />CONTINUOUS <br />18" <br />-77TIM <br />+o"-0" <br />FMC-1208 <br />12" <br />CONTINUOUS <br />18" <br />- <br />s <br />#S IN CURB <br />VARIES <br />- 4 <br />24° <br />s <br />72757 <br />(-�•4• <br />Ii N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX- 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />V <br />g <br />gI' <br />ppp <br />ID <br />Omill <br />q <br />44 <br />W <br />0 <br />x <br />r� <br />SUHDIV. & LOT <br />ABBOTT PARK <br />LOT #12 <br />BLK #7 <br />PROJECT# <br />04181.000-12071 <br />MODFJ- <br />4EBB <br />"1828-CALL" <br />GARAGE BTrMC;: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />