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39'$" <br />36'-2" <br />Y-6" <br />0� <br />SLAB <br />— <br />— F M-12 X 12 <br />F M -12 X 18 — — — — <br />—, i, r <br />r� <br />IN <br />�F 4"GONG. Q <br />Sri <br />I <br />SLAB I <br />i <br />g <br />ILL <br />Ow <br />0. +-3 1/2 1'-0" LF-24X24 <br />l <br />r <br />10 <br />r� <br />1 <br />FM-12X78 EXTEND <br />�r <br />SLAB i 1/2" <br />4"PVC <br />r <br />CHASE <br />r <br />r� <br />r� <br />4 <br />i <br />Iri <br />0$ -0_ <br />i <br />I <br />TOP OF <br />SLAB <br />Sri <br />r� <br />rj <br />�r <br />I <br />ire <br />I <br />r� <br />�r <br />I <br />r� <br />I - <br />i� <br />r/ <br />Ir� <br />rj <br />.I <br />i' <br />r; <br />I <br />1 <br />—b' <br />b <br />TE-, <br />-5 1/2 <br />a <br />5 <br />X-O" <br />I <br />� <br />I <br />io <br />.I <br />1 <br />EXTEND <br />r—�'— <br />1. <br />SLAB 11/2" <br />2 <br />FM-12Xi8 <br />,p <br />L <br />I SLAB o al X <br />I +$1n y 1$ I <br />3'-0" <br />I <br />2 <br />7 12 <br />1-----, <br />L 1' <br />FM-12X18 — J - <br />MC-12X18 <br />FM-12X18 <br />FMC-12X18 <br />4 <br />4 <br />10'-2" 3'-10" <br />2'$" <br />2'$" <br />21'4" <br />14'-0" 4'-4" <br />39'$" <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 +-9-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-Y-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 1n" FELT PAPER AT THE JOINT. <br />7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL <br />DRAWINGS. <br />B. 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.ONDICATED #5 BAR, ONDICATES #'B BAR, INDICATES #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,OOOPSF. TRANSFER REINFORCING (TOP STEEL)HAS <br />BEEN DELETED UNLESS NOTED OTHERWISE. <br />14. VERTICAL REINFORCING IN CMU SHALL BE #6'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 BJ 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: Pm= <br />1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSIS 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 I <br />REINF. <br />REMARKS <br />6x6 W I AXW I A OVER <br />GENERAL <br />3 IQ* <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 />TE-1 <br />8" <br />LAN <br />10" <br />- <br />e <br />+ 0"-0" <br />FM-1202 <br />12" <br />CONTINUOUS <br />12" <br />()#58 <br />FM-12KIS <br />12' <br />CONTINUOUS <br />18" <br />(2 #5b <br />+0'-0^ <br />FW16x18 <br />16" <br />CONTINUOUS <br />18: <br />FMC-12118 <br />12' <br />CONTINUOUS <br />18' <br />- <br />$ <br />#6 IN CURB <br />VARI <br />F-24x244" <br />(-)0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407.774-4078 <br />www.abde9WVoup.com <br />L AA #: 0003325 <br />O <br />O <br />t <br />u <br />D <br />� <br />aulwiv. ae LOT: <br />ABBOTT PARK <br />LOT #1 <br />BLK. #10 <br />PR0J=T <br />0 -0110 <br />MOIDZ : <br />4EBB <br />"1828-CALI" <br />GARAGE SWRNGi <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />D � 11/25/19 <br />scALE:1/4"=1'-0" <br />spizzT <br />S1 <br />