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19'-8" 14'-0" 15'-4" 3•-6" 6Y. T-6" - 3'-2" 7'-4"„ 12'-8" 5'.5" 4'-6" 5'-5. /-F2-24X24 - - - - -- FM -12X18 I 1.1 -- Hill I_--------- FM-128 1 x1 EXTEND END OF PVC 4" CONC. I I I tO m I = CHASE UP 12" ABOVE 0_6�� SLAB f° TOP OF SLAB - _ COND. CONC. PAD I Q W ILL LL I rA EXTEND N SLAB 1/2' II 1 '-4"3'2" ,�, 13 2'-2 12-4" 3--0"� 1.1 LII ii-3646 F1-36x36 r- I I I -F--------I- - - `� I I I I ----- �NT7 -- -- __ ---L _U L---1' 2' 8• 1., I I 2X4 WALL W/ SYP. I # 2 S UDS 12" 18'-0" 1 s'-0" #4 X T-0" 16'-0" W/ 10" HOOK 30" O.C. 25'_6" oz I I I I w I I BORA CARE TERMITE PROTECTION TREATMENT MAY m l 9 I O � BE USED IN LIEU OF SOIL i" PVC CHASE I FOR ELEC. I I Q rv1 LL `v I of 14" I TREATMENT. LL A C CHASE o'-o CONDUIT I TOP OFF I sus 1 o LJ m I I I m ry N 2X4 WOOD 9 WALL W/ SYP. # 2 STUDS 1'1 I ``.� 12" O. 11 ILL X I N ` CW-12X12 12x1J r---� ---� ---� -- - -� r- ------ �---------J L- J 1.1 vl I CW-12X12 I I l0 8 I 0 m I 14'_9" I I rn 8'-3�. 1.1 T-10• 4•-0" 8'-8" 6�• T." I 2'- I 9 I CVJC-12X12 ----� = I I I ry I 2X4 WOOD WALL W/SYP.#2 II 1.1 ---FM--16X1-8 • rII - 3 o SUDS O.C. w�IlII 5 @12"O.0 PLACE _ 1.1 . 2-81 0'0" SUDSED UNDER EXTEND F-30 30 EA.TRUSS TO0- ( SLAB �I SLAB 1 112" 8 I � t1NI I � I NI I I 11'-4" 3'-0" 5'-0" I I (1> sOUBAR TED CELL BENEATH 10'4" U I JGR' WIDOWSILL I I EXTEND I J--_ SLA811/2"-FM_i6X18 -----� o I a I % 11 - I ti 1" 3'-5" 4'-8" 8'-4" 3'-4" I Ili. F-30X30 m l "' ro 4" CONC. I ti SLAB 2 I FM-12X18 11 I I - 3 FMC-16X18 ' I 1.1 2 m F3-24X24 _ - . FM-16X18 1.1 _ 11 10 O K I 1.1 I FMC-12X18 7 FMC-12X78 Lj m 4 4 FM-12x18 FOUNDATION PLAN SCALE: 1/4"=1'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.13INDICATES 95 BAR, CIINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF, REMARKS 6x6 W1.4xW1.4 OVER GENERAL 31/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. TO SHORT LONG FM-12x18 12•' CONTINUOUS 181• - (2)#5's FM-16x18 16" CONTINUOUS 181• - (2)#5's (+)a' -a• FMC-1208 12" CONTINUOUS 181• - (2)#5's #51N CURB VARIES FMC-16x18 161, CONTINUOUS 18" - (2)#5's #51N CURB VARIES CW-12x12 12" CONTINUOUS 12" - (2)#5's (+)a' -a' CWC-1202 12" CONTINUOUS 12• - (2)#5's #51N CURB VARIES TE-2 12" SEE PLAN 8" - (2) #5's (+)0"-0" Fi-24x24 24" 24•' 17• (2)#5's (2)#5's (+)0'-0' F2-24X24 24" 24" 12" (2)#5's (2)#5's (-)1'-VBELOWGRADE F3-24X24 24" 24" 12' ) (-)T-CBELOWGRAOE Fi-36x36 36' 36" 12" (3) s (j 's (-)Or-PBELOWGRADE F1-30X30 3T 30" 12" (3)#5's (3)#5's _ - 4r BELOWGRADE FJ0X30 30" 30" 12" (3)#5's (3)#5's - -VBELOWGRADE CMC-12X12 12" CONTINUOUS 12" - (2)#5's #51N CURB VARIES FM-20X18 20" CONTINUOUS 18" - (2)#5's A 11 C R 17 E C T E 6 Grouo� 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.ebd-Igngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD, SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 anunm Hool - Szmmv. de IAT: SILVERADO LOT #10 BLK #10 PROJECT# 03719.001-10101 MODEL 3278-JORDYN II GARAGE SVWG: LEFT PAGE: FOUNDATION PLAN QX MPH W. fcj 29 SCALE: AS NOTED SHEET S1