Laserfiche WebLink
39'-8" <br />28'-8" <br />9'-8" <br />7-6" <br />15'-10" <br />3'4" <br />36'-2" <br />X-6" <br />!4 <br />SLAB <br />FM-12X18— — — <br />— — <br />/ <br />4" CONC. <br />w SLAB ILL ^ <br />i <br />r <br />K <br />r <br />I <br />a *3 1/2" LF-24X24 <br />l, <br />i <br />10 <br />r 1 <br />FM-12X18 EXTEND <br />��/ <br />1.1 <br />SLAB 1 1/2" <br />4"PVC <br />CHASE i <br />i� <br />r, <br />r, <br />r, <br />it <br />tTO0— <br />I <br />I <br />P OF <br />SLAB <br />I <br />r, <br />�/ <br />�r <br />LL <br />I <br />�r <br />�r <br />, <br />Ix <br />i� <br />;i <br />I <br />.I <br />i� <br />I <br />/r <br />, <br />5'-0" <br />i 15'-8" <br />1 <br />bl <br />TE-1 <br />+75 1/2" <br />° <br />2,$" <br />17,-8" <br />5 3.-0" . <br />I <br />I <br />I <br />� <br />I <br />I <br />N <br />LLI <br />. I <br />1 <br />EXTEND <br />SLAB 1 1/2" <br />2 <br />I4 CONC. �� FM-12X18 <br />I SLAB 4 wl <br />I *3 1/2" al i <br />LLI 3o <br />ILL <br />I <br />�---- <br />2 <br />.4-71/2' <br />1.1 <br />R <br />L 1.1 <br />FM-12X18 1.1 J <br />_ _ _ _ <br />F C-12X18 ' <br />— <br />FM-12X18 <br />— — — — — — <br />FMCA 2X18 <br />— <br />0 <br />4 <br />4 <br />1.1 <br />1.1 <br />10'-2" <br />X-10" <br />4'4" <br />2'-8" <br />16'-0" <br />2'-8" <br />14'-0" <br />21'4" <br />39 -8" <br />FOUNDATION PLAN <br />SCALE: 1/4" = l'-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 +4-0", 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 112" 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 />11.01NDICATED #5 BAR, E IINDICATES #6 BARJOINDICATES #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 #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. 530-131ASCE 5-13, USING: Pm = <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 i 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 />I REINF. <br />REMARKS <br />W I AXW1.4 OVER <br />GENERAL <br />3 1/2" <br />16X6 <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 LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T,O.F. <br />SHORT <br />LONG <br />TE-1 <br />8' <br />- <br />s <br />_ <br />(+", <br />FM-12xl2 <br />12" CONTINUOUS <br />12" <br />- <br />O#Ss <br />_ <br />+ "-0" <br />FW12x18 <br />12" CONTINUOUS <br />18" <br />- <br />(2)#5's <br />(+W-0" <br />FM-16xl8 <br />16" CONTINUOUS <br />18" <br />- <br />s <br />FMC-12x18 <br />12" CONTINUOUS <br />IT <br />- <br />s <br />#51N CURB <br />VARIES <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774.8078 <br />FAX: 407-7744078 <br />wwwAbdeslgngroup.com <br />AA #: 0003325 <br />�a <br />h <br />S <br />h <br />tl <br />6 <br />H <br />10 <br />auBDIV. & LOT <br />ABBOTT PARK <br />LOT #17 <br />BLK #15 <br />PROJECT# <br />04181.000-17151 <br />MODEL" <br />4EBB <br />"1828-CALI" <br />GARAGE 8TrMG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 IRH EXP. C <br />D A7�E." 09/01/20 <br />SCALE: 1/ <br />a4"=1'-0" <br />s1 <br />