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Z <br />O <br />R <br />in <br />39'-8' <br />3'-4' <br />3'-6- <br />36'-2° <br />0'-0' <br />TOP OF <br />SLAB <br />" <br />— 1 — — — — FM-12X12 7 E <br />;— — — — — — FM712X18 — <br />XI <br />SLAB <br />F-24X24J J �I <br />1,-0• �31/2 <br />`, � <br />10 10,_01 <br />• I <br />EXTEND FM-12X18 <br />4' PVC <br />CHASE <br />SLAB 1 1/2' 111 <br />1 <br />1 <br />TOP OF <br />SLAB <br />I <br />N <br />1� <br />L— — — — --LE-1 <br />I I <br />I *5 1/2 <br /><° <br />1 T-8° <br />2'-8" <br />I I <br />m <br />1 I <br />I o <br />EXTEND <br />1.1 <br />4' CONC.I <br />FM-12X18 m I� <br />' I <br />.� N uj <br />la w SLAB <br />3'-4' I It%j tl ,A3 <br />Y <br />I <br />-7 1/2 <br />2 LL <br />O J <br />I °P <br />,.1 <br />, 1 <br />FMC-12X18 FM-12X18 a <br />------ <br />FMC-1 18 <br />- <br />L 1. FM-12X,8 1.1 <br />0 ----- <br />4 4 <br />21-W <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: 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 +-0'-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 />a. 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.OINDICATED 05 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 05'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.630-13/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: 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 j 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 />6x6 W1.4XW1.4 OVER <br />GENERAL <br />31/2' <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 />SH RT <br />LONG <br />TE-1 <br />8- <br />S PLAN <br />10' <br />s <br />FM-12x12 <br />12" <br />CONTINUOUS <br />12' <br />- <br />(2)#5's <br />+0'-0' <br />FM-12x18 <br />12, <br />CONTINUOUS <br />18, <br />(2) #5's <br />FM.16x18 <br />16' <br />CONTINUOUS <br />18, <br />- <br /># s <br />FMC-12X18 <br />12- <br />CONTINUOUS <br />18" <br />- <br />s <br />#6 IN CURB <br />VARIES <br />-24 4 <br />2 ' <br />24' <br />e <br /># <br />001 4' <br />1441 N. RONALD REAGAN SL <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX:407-774.4078 <br />www.abdosigngroup.com <br />1 AA #-. 0003326 <br />U <br />F <br />94 <br />r <br />6 <br />R.O <br />susDm a. LOT <br />ABBOTT PARK <br />LOT #16 <br />BLK #10 <br />PROJRCT# <br />04181.000-16101 <br />MODICI. <br />4EBB <br />"1828-CALI" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />%160 MPH EXP. C <br />AUG <br />PRINT <br />DATE: 07/29/20 <br />8CALS: 1/4"=1'-0" <br />8HzzT <br />s1 <br />