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39'-W <br />28'-S" <br />3'4" <br />I— <br />FM-12X12 <br />m <br />t <br />FM-12X18 <br />N <br />I <br />4" CONC <br />SLAB ILL <br />I <br />Ow <br />LP-24X24 <br />413 <br />l <br />I <br />41V--(r <br />1To <br />10 <br />111-11 <br />I <br />r t <br />FM-12X18 XTEND <br />I <br />SLAB 1 1/7' <br />I <br />I1 <br />I <br />I <br />T� <br />I <br />SLAB <br />i� <br />I ' <br />mi <br />I <br />I <br />X <br />I <br />I <br />I <br />Ir <br />I• <br />I <br />I� <br />I <br />I <br />I <br />-I <br />I <br />19-0" <br />5'-0" <br />15'-8" <br />I' <br />I <br />1 <br />Q` <br />4" PVC <br />CHASE <br />I <br />,., <br />TE1 <br />I <br />--- <br />— <br />I <br />I <br />$-51/2 <br />4 z,$„ <br />17'-W <br />I <br />I <br />q <br />I <br />I <br />wI <br />N <br />ml <br />N <br />I <br />LLI. <br />1 <br />EXTEND <br />r — — — <br />SLAB 1 112" <br />2 <br />4" CONC. �) m FM-12X18 <br />sLA13 <br />1/2 <br />o <br />2 <br />7112 <br />L 1'1 <br />IN-fl0 <br />FM-12X18 1.1 J <br />— <br />FMC-12X18 <br />— <br />FM-12X18 <br />— — — — <br />FMC-12X18 <br />— <br />4 <br />4 <br />1.1 <br />.1 <br />10'-2" 3'-10" <br />2'-8" <br />18'-0" <br />2,-8" <br />21.4„ <br />14'-V' W-4" <br />39'-8" <br />FOUNDATION PLAN <br />SCALE: 114" = V-0" <br />4" CONC. <br />SLAB <br />0-0" u <br />D TOOP OF <br />SLAB <br />3B" � <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 +-&-O". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION 4-&-W, 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 />S. 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 />11.0INDICATED #5 BAR, OINDICATES M6 BAR,I♦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 =361, 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 2,0D0 PSF. TRANSFER REINFORCING (TOP STEEL) HAS <br />BEEN DELETED UNLESS NOTED OTHERWISE. <br />14. VERTICAL REINFORCING IN CMU SHALL BE #55 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 />15. 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: Fm = <br />1,500 PSI, TYPE "M" OR-S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WARE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED <br />3'-0" O/C MAX. SEE PLAN FOR WWII 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 />I REMARKS <br />6.6 W1.4xW1.4 OVER <br />GENERAL <br />1 3117 <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 />I WIDTH <br />I LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T-O.F. <br />SHORT <br />LONG <br />TEA <br />6' <br />SEE PLAN <br />101, <br />- <br />s <br />FMA2x12 <br />12' <br />CONTINUOUS <br />12" <br />- <br />(2)-s <br />+0"-0" <br />FM-12z18 <br />12" <br />CONTINUOUS <br />19, <br />- <br />(2)Y69 <br />FM-16x18 <br />16" <br />CONTINUOUS <br />18" <br />FMC-1208 <br />12, <br />CONTINUOUS <br />18" <br />- <br />( s <br />VARIES <br />- 4 <br />24' <br />24" <br />()0l'4" <br />1.441 N. RONALD REAGAN BI <br />LONGWOOD, FL32760 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdosigngroup.com <br />AA B: 0003325 <br />1 <br />Q <br />p� <br />7 <br />� <br />0 <br />p <br />I <br />ggM <br />a <br />S <br />tf! <br />0 <br />SILJSDIV. ae LoT <br />SILVERADO <br />LOT 23 <br />BLK 18 <br />IPROJZCT# <br />04128.002 23181 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GARAGE STFMG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />%150 MPH EXP. B <br />