Laserfiche WebLink
39'-W <br />28'-8" <br />'-4" <br />9'•8" <br />T-2" <br />15'-10" <br />9'-8" <br />36'-Z' <br />3'-8" <br />O TT OP OF <br />SLAB <br />— <br />—PIAI <br />— <br />— — — FM-1— — — — <br />— i / <br />i <br />4' CONC. <br />XV <br />SLAB <br />ILL <br />�a 31/7, LF•24X24 <br />m 4: <br />10 <br />r <br />-EXTEND <br />1 <br />FM-12X78 <br />SLAB 1 1/Z' <br />4" PVC <br />iq <br />CHASE <br />1• <br />/ <br />I <br />� <br />Ii' <br />i' <br />/f <br />/' <br />I <br />�0,� <br />� <br />i <br />I <br />TO1-0 F <br />SLAB <br />i/ <br />' <br />N <br />i' <br />i <br />i <br />i' <br />r <br />i <br />i� <br />I <br />• I <br />'� <br />/j <br />I <br />' <br />I <br />I <br />i' <br />i� <br />I <br />1.1 <br />.1 <br />_ <br />_ <br />_ _ TE•1 <br />I <br />• <br />N <br />I <br />I-5 <br />„2,-W <br />'12. <br />• I <br />t7,1„ <br />5 3'_0" <br />I <br />I <br />I <br />4 <br />I <br />I <br />�I <br />�I <br />�• <br />ul <br />. <br />N <br />U <br />�i <br />IA <br />I <br />I <br />1-EXTEND <br />SIM. <br />r <br />I --- <br />SLAB 1112" <br />to 2 <br />14" CONC. �I m FM-12X18 <br />SLAB <br />1.1 1.1 <br />a. wl � <br />131/2' v�i al LLI 51/ 3,-„ <br />S1/2'2 SIA <br />1IA 1 <br />L. <br />I <br />4 7 1 /7' <br />1 <br />1A 1 <br />L 1' <br />FM-12X18 1d 1_ J <br />MC-12X18 <br />FM-12X18 <br />FMC-12XIB <br />4 <br />4 <br />1.1 <br />1.1 <br />T-10" <br />10'-2" <br />4'-4" <br />2'-8" <br />18'-0" <br />2'-8" <br />14'-0" <br />21'-4" <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+-0'-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. EINDICATES #5 BAR, BHDICATES #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 (#5 = <br />30", #6 =361, 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 ALLALLOWWABLE <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 402/602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: Pm = 2,000 PSI, TYPE W" 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 WWWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 71h EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />Bx6 W1.4XW1.4OVER <br />AL GENER <br />3 12' <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 />I LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />TE-1 <br />B" <br />SEE PLAN <br />10" <br />- <br />(2)#5's <br />_ <br />* I'll <br />FM-12x12 <br />12, <br />CONTINUOUS <br />17 <br />- <br />(2)#5's <br />FM-12x18 <br />17' <br />CONTINUOUS <br />18" <br />(2)#5's <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />- <br />VARS <br />F-2424 <br />24" <br />24" <br />17 <br />(2) #5% <br />(2) #5's <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-774.4078 <br />w .abdes4ftroupxom <br />AA #: 0003325 <br />fl <br />m <br />m <br />S <br />>lLJaDIV. d# IAT: <br />ABBOTT PARK <br />LOT #41 <br />BLK. #7 <br />PROJECT111 <br />04181.000-41071 <br />moDEL" <br />4EBB <br />"1828-CALI" <br />GARAGE 8W NG: <br />RIGHT <br />PAOE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />ltDrr <br />'DA: 9/21/21 <br />SCALE: 1/4"=1'-O" <br />sHZET <br />sl <br />