Laserfiche WebLink
4" CONC. <br />SLAB <br />4�m <br />'MWI <br />17'-2" <br />15'-4" <br />15'6" <br />4'1" <br />T-10" <br />3'6&' <br />TOP OF � <br />!4 <br />SLAB <br />"' <br />------------ <br />1 <br />TE-1 <br />r —II <br />_____ <br />— — — — — <br />—3FM <br />IIIIIIIII <br />FM-i6X18 1 <br />i 16X18 <br />IIIIIIIIII <br />t.1t <br />4" CONC. <br />SLAB <br />14 <br />4" PVC <br />x <br />CHASE <br />9'-2" <br />3' <br />-3 1/2" <br />------------- <br />3' -8" IF <br />L-JEXTEND <br />I <br />illy <br />SLAB 1 1/2" <br />r <br />11 <br />I � <br />1111 N <br />c l I <br />I <br />11 <br />~ <br />-3 1121' <br />I <br />10'-9" <br />2'-5" <br />L <br />TE-2 l <br />I� <br />X <br />I l0 <br />11i1 <br />1.1 � <br />IN <br />M <br />U-0" FIN. ELEV. <br />FIN. CONC. SLAB <br />1 ; 111 <br />1" PVC CHASE <br />I <br />I <br />1111 <br />FOR ELEC. @ <br />I <br />ISLAND <br />I <br />I <br />i 1 `il <br />I <br />Ile <br />'ll <br />I <br />I <br />I <br />ii <br />1 I <br />I <br />i 1 <br />1.1 <br />13'-2" <br />i <br />34'-10" <br />I <br />I <br />I <br />Y <br />11 <br />W <br />5'-6" <br />2'-B" <br />--- <br />-----TE1----------------- <br />1 <br />L---- <br />3 1/2"A <br />EXTEND <br />Y <br />I <br />i.i <br />SLAB 1 1/2" <br />I <br />I O <br />I <br />I <br />I <br />I <br />I <br />I <br />5 <br />I <br />Iw <br />m <br />I <br />13'-4„ <br />24'-4" <br />( <br />20,-0„ <br />I <br />2 <br />I <br />I <br />1'1 <br />"v7 <br />I <br />EXTEND <br />FM_16X18 <br />SLAB 1 1/2" <br />----, <br />mXU� <br />IIIII <br />5_"3112 <br />5'-5" <br />zm <br />8 <br />-5 1/2' <br />—— <br />—M-16X18 <br />— —--- <br />X <br />M-618--------- <br />—is <br />-----18---J <br />IF <br />4 <br />TE-1L <br />IL <br />4 <br />,-4" <br />8,_0„ 1'-8" <br />SL1 <br />16_0" <br />6'4" <br />T-10„ <br />T-2" <br />28'41" <br />48'-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 +-0'-O", 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 />11.13INDICATES #5 BAR, MINDICATES #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 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 (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED <br />T-O" O/C MAX. SEE PLAN FOR WWM 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 />6x6 W 1.4-1 A OVER <br />GENERAL <br />31/2' <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 />FM-16x18 <br />16, <br />CONTINUOUS <br />18' <br />- <br />FMC-16x18 <br />16" <br />CONTINUOUS <br />181, <br />- <br />#5 IN CURB <br />VARIES <br />F-24x24 <br />24" <br />24' <br />12"TE-1 <br />A#5 <br />8" <br />SEE PLAN <br />8" <br />- <br />TE-2 <br />8" <br />SEE PLAN <br />8" <br />#5 IN CURB <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />rA R C N I T E C T E-1 <br />GDesign ". <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />w .abdezlgngroupxom <br />L AA #: 0003325 , <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />6439 BFAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813ZW2628 <br />FAX: 813-886-2802 <br />�mnm <br />