Laserfiche WebLink
I <br />74'A" <br />26'-8" <br />3'4' <br />3'-6" <br />36'-2" <br />TOP OF <br />m <br />SLAB <br />" <br />— <br />1 <br />— — — — FM-12X12 <br />r -, — — — — — FM-12X18 — <br />1.1 <br />� <br />X <br />I <br />1A <br />V <br />9 4" CONC. '` <br />FI <br />a I <br />SLAB w <br />F-24X24J.a <br />NI <br />1,-0" *31Y2" <br />r <br />LLI <br />10 <br />1.1 <br />, <br />��\ <br />FM-12X18 <br />EXTEND <br />1 <br />�\ <br />4" PVC <br />SLAB 1 1/2' <br />.1 <br />CHASE <br />to <br />\\ <br />1 1A <br />, <br />\� <br />I <br />TOP OF <br />SLAB <br />I <br />I <br />I� <br />I <br />\ <br />I <br />I <br />\' <br />I FT <br />m <br />`, <br />LL <br />�\ \ <br />I <br />, <br />I <br />I <br />` <br />I <br />`d <br />1A <br />1 <br />I <br />,751/2" <br />I <br />4" <br />17'-8" <br />2'-W' <br />Y-0" 5 <br />,., <br />IN <br />m <br />I� <br />I <br />I <br />N <br />o <br />I <br />I <br />", <br />I <br />EXTEND <br />1 <br />2 1A <br />SIMILAR <br />1.1 1.1 <br />SLAB <br />.1 --- <br />_ <br />ao 4" CONC. <br />ri <br />I <br />I <br />gym[ <br />LL N <br />FM-12X18 �� <br />N IW cr W SLAB <br />SI <br />R 51 <br />3'b" 1/2. I Ira31/Y i <br />;A I , <br />*71/7 <br />1A 2 <br />o J <br />1 1A <br />1 <br />FMC-12X18 <br />— — <br />a <br />FM-12X18 <br />— — — — <br />F C-12X18 <br />— <br />4 <br />1.1 1.1 <br />L _ _ FM-12X18 <br />— — — — <br />0 <br />11 <br />J <br />4 <br />1. <br />.1 <br />2'-8" <br />16'-0" <br />2'-6" <br />3'-10, 10'-2' <br />4'4" 14'-0" <br />21'4" <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-W <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-W. 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 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.MINDICATES #5 BAR, BNDICATES #6 BARANDICATES #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 TMS 402/602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI. TYPE "M" OR"S" <br />MORTAR, ASTM C476 GROUT (30D0 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 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 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7th EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />6x6 W 1..1.4 OVER <br />GENERAL <br />3 112" <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 />S LAN <br />- <br />s <br />_ <br />(+)p^-0• <br />FM-12x12 <br />12" <br />CONTINUOUS <br />12" <br />- <br />(2) #Vs <br />FM-12x18 <br />12" <br />CONTINUOUS <br />18" <br />(2)#6s <br />FM-16x18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />s <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />1 <br />- <br />s <br />#5 IN CURS <br />VARIES <br />F-24X24 <br />2r <br />24" <br />s <br />(-)(r-4• <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />Z <br />s1 <br />O <br />BXMDIV. AC IAT. <br />ABBOTT PARK <br />LOT #5 <br />BLK #11 <br />PROJECT#1 <br />04181.000-05111 <br />IILODEL" <br />4EBB <br />"1828-CALI" <br />GARAGE 811MG: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />1 PH E <br />