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TE-i <br />28'-2" <br />m <br />TOP OF SLAB <br />-a4o <br />117 <br />I <br />1- 4" CONC. w <br />3 <br />SLAB <br />1 <br />h <br />oa <br />o <br />------_ _ <br />)--4 <br />--� <br />---'— <br />—FM-16x18 <br />I <br />1 i i <br />1.1 <br />2'-8" <br />, 5'-4" <br />111-8" <br />101-0" <br />i <br />4"PVC "ii <br />I CHASE 'y <br />li <br />i i <br />4 <br />TOP OF <br />in <br />m <br />LL <br />SLAB R <br />g <br />rn <br />c, CU <br />I I <br />11'-10" <br />T-5" <br />20'-5" n <br />LL <br />CW-12x12 s <br />rill <br />z <br />p <br />F-2 1J <br />I 1.1 l o <br />x24 <br />C1LNC 202 _ — <br />o <br />�ii <br />" <br />m <br />YCHI <br />G LL� 8 <br />N <br />UP TO 2ND FLOOR �n I <br />oil <br />U n d I =" <br />O <br />(FIELD VERIFY I <br />aii� o� <br />EXACT LOCATION) 8 <br />�iiw '��w <br />5 <br />3-0" 1.1 <br />1.1 <br />I I <br />ii ^ 4 � <br />8 n <br />WAY <br />#3 TRANSFER STEEL <br />u1 <br />O.C. MAX <br />2 � <br />124" <br />. <br />R <br />Im <br />I <br />I FIN. CONIC. SLAB <br />I <br />I ml <br />I <br />4 <br />• 210" 16'-0" <br />2'-1 1.1 1I <br />FM_16x18 — J <br />4 <br />4 �Ipum <br />1. <br />1.1 b <br />l <br />LLI 0 r-s• <br />— — FM-16x18 <br />m <br />— ,J 4 N <br />e <br />— — — w <br />v <br />I <br />q <br />Oa <br />o <br />LL <br />FM-12x18 J <br />Y <br />4 <br />N <br />— _Q — — _ — _ — . <br />Y N <br />FOUNDATION PLAN <br />SCALE: 1/4" = 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 +4-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +4-0", 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.OINDICATED #5 BAR, OINDICATES #6 BAR,MNDICATES #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 80" <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 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 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 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 />THICKNESS <br />REINF. <br />REMARKS <br />6x8 W1.40V1.4 OVER <br />GENERAL <br />31/2" <br />6MILVAPOR <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 />BOTTOMREINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-12x18 <br />12" <br />CONTINUOUS <br />1S. <br />- <br />(2)#5's <br />(+)V-0' <br />FM-16x18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />s <br />(+ "-w <br />FM-20x18 <br />20" <br />CONTINUOUS <br />IS, <br />- <br />s <br />+ •-0" <br />FMC-16x18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />s <br />- <br />VARIES <br />CW-12x12 <br />12" <br />SEE PLAN <br />12" <br />s <br />- <br />+ 0`° <br />CWC-12x12 <br />12" <br />SEE PLAN <br />12" <br />- <br />s <br />- <br />VARIES <br />F-24x24 <br />24 <br />" <br />2 <br />s <br />s <br />(+ -0"2 <br />8" <br />PLAN <br />sTE-1 <br />- "4" <br />141 N. RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407-774.8078 <br />FAX: 407-774-4078 <br />wwwzbdeslgngmup.00m <br />AA #: 0003325 <br />Y <br />aUDDIV & LOT: <br />ABBOTT PARK <br />LOT #1 <br />BLK. #9 <br />PROJECT <br />04181.000-01091 <br />MODEL: <br />4EHB <br />"2605-HAYDEN" <br />GARAGE awING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH . C <br />