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qpl <br />39'-8• <br />28'4" <br />3'-4" <br />15'-10, <br />9'-6" <br />9'-W <br />3'-6" <br />36'-2" <br />TOP OF <br />� <br />SLAB <br />°' <br />W <br />1 <br />- - - <br />- FM-12X12 <br />- - - - - FM-12X78 - <br />m <br />xi <br />,1; <br />F-2024� <br />LLf SLAB a ¢ <br />Ow <br />J.a <br />1,-0' 3 1/2" <br />f <br />t.1 <br />, <br />- -- <br />EXTEND FM-12X18 <br />4" PVC <br />SLAB 1 1/2" <br />111 <br />;CHASE <br />, <br />I <br />TO TOP OF <br />I <br />n <br />SLAB <br />I� <br />, <br />, <br />41 <br />:7 <br />-0 <br />I <br />f <br />1.1 <br />I <br />N <br />*6 1/2' <br />4' <br />17'-8" <br />2'-8" <br />I 1.1 <br />I <br />x <br />I� <br />I� <br />N <br />EXTEND <br />1 <br />2 <br />SLAB 1 1/2• <br />Lt <br />�F; ----1 <br />1. <br />m <br />FM-12X1 <br />m 8 (w LL 4• CONC.i <br />N <br />- <br />u SLAB ) <br />' )o LCC <br />2 w <br />b <br />J <br />5 <br />1.1 <br />L7 <br />1 <br />1 <br />4F.C-12X78 <br />FM-12X18 v <br />FMC-12 18 <br />F <br />L _1 FM-12X18 <br />4 <br />4 <br />1.1 <br />1.1 <br />2'-8' <br />16'-0' <br />2'-8° <br />4'-4- <br />3'-10' <br />10". <br />21'-4' <br />14'-0' <br />39'-8" <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 />I1.DINDICATED #5 BAR, OINDICATES #6 BAR,ENDICATES #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 8) 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. 530-13/ASCE 5-13, USING: F'm <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 i OF SLAB SUPPORTED <br />3'-O" 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 />REINF. <br />REMARKS <br />exe W1AXW1.4 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 />7E-1 <br />8 <br />10 <br />- <br />s <br />(+)0'-0' <br />FM-12x12 <br />12" <br />CONTINUOUS <br />12' <br />- <br />(2)#5s <br />+0,-0' <br />FM-12x18 <br />12' <br />CONTINUOUS <br />18, <br />(2)#5s <br />(+)0'-0' <br />FM-16x18 <br />16, <br />CONTINUOUS <br />18, <br />- <br />s <br />+0'-0' <br />FMC-12x18 <br />12, <br />CONTINUOUS <br />10' <br />- <br />s <br />#5 IN CURBVARIES <br />-24 4 <br />24 <br />24 <br />s <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774.4078 <br />ICI www.abdesigngroup.com <br />l AA #: 0003325 <br />tl <br />io <br />5kk0 <br />6 <br />ABBOTT PARK <br />LOT #18 <br />BLK #15 <br />PROJECT* <br />04181.000-18151 <br />moDEL' <br />4EBB <br />"1828-CALI" <br />GARAGE SWXNG: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />