Laserfiche WebLink
Z <br />Yf <br />39'-B" <br />36'-2" <br />° <br />TOP OF <br />SLAB <br />ch <br />to 1 <br />— _ — <br />— FM-12X12 <br />FM-12X98 <br />` � <br />c �I <br />u 4"GONG. <br />u SLAB <br />x I <br />y <br />xI\ <br />F-24X24J <br />3 1/2" <br />g <br />EXTEND FM-12X18 <br />IA <br />`\ 4" PVC <br />�CHASE <br />.SLAB 1 1/2" <br />11 <br />Lt <br />I <br />V,, <br />1 <br />to <br />`\ \ <br />I • <br />A <br />1.1 <br />\ <br />o'D" ,_ <br />TOP OF <br />I <br />SLAB <br />Ix <br />I <br />\\ <br />1 <br />\ <br />\ <br />X <br />\,\d <br />to <br />1 <br />I <br />• <br />*51/2" <br />4" <br />1 7'-8" <br />2'-8" <br />I <br />• 3'-0" 5 <br />I <br />ILL <br />o <br />I <br />I <br />EXTEND- <br />1A <br />SIN. <br />S1 <br />LAB 11/2 <br />1.1 <br />11 <br />FM-12X18 ro w <br />4" CONC. <br />— ' �a w <br />SLAB <br />3,-5" 1/2" I (y a <br />4:31/2 i <br />;; <br />7 1/2" <br />IM. <br />to 2 <br />J <br />t <br />1A <br />1 <br />HL,FMC.FM-92X18 a <br />FMC-12X18 <br />F L 1. <br />i.t FM•12X18 <br />1.1 J <br />TT T111 <br />4 <br />4 <br />2'-8" <br />4'-4" <br />T-10" <br />10'-2" <br />21'-4" <br />14'-0" <br />39'-8" <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 +-U-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 12" 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.MNDICATES #5 BAR, IWDICATES #6 BAR, EDICATES #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 1#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 2,000PSF. 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 TMS 4021602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY, CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402/8D2.16, USING: Pm = 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED <br />3'•0" O/C MAX. SEE PLAN FOR WWAI SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7th EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />I REINF. <br />REMARKS <br />W1.4-1A OVER <br />GENERAL <br />3 1f2" <br />16,6 <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3a' LEG EACH WAY. <br />MARK <br />WIDTH <br />I LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />I LONG <br />TE-1 <br />8" <br />SEE PLAN <br />ia' <br />- <br />12) #5% <br />TM-12x12 <br />12' <br />CONTINUOUS <br />12, <br />- <br />(2)#5's <br />FM-12x18 <br />12, <br />CONTINUOUS <br />18' <br />- <br />(2)#5's <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />toll <br />(2)#5's <br />VARIES <br />F-24x24 <br />24' <br />24' <br />12' <br />(2) #51s <br />(2) #5's <br />01.11 <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />4 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup,com <br />AA #: 0003325 <br />a <br />L <br />IPit <br />UDDIV. & L/O T.BBOTT PARK <br />LOT #10 <br />BLK #14 <br />PHASE 4C <br />OJECT# <br />04181.04C-10141 <br />molozze <br />4EBB <br />"1828-CALI" <br />GARAGE 8WING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />