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49'-0" /—F2-24X24 Y - i . i--------- FM-12x18 ---- f-r FM-12X18 - I -- EXTEND END OF PVC I 4" CONC,lo 1 I I 11O I �+ - CHASE UP 12"ABOVE 0.0" m SLAB r Iry Iry I COND. CONC. PAD TOP OF w u. ro I I . SLAB I.- aO w v ILL LL �� �� 'q I� EXTEND n a SLAB 1 I I I \ I I 1/2" m I I 3 '-4" T-Z' gyp\ ,I I 121 -` 12'-4" 3' O" IA F1-36x36 —� L=_J L =J = I - N r— I I I \ / \ / - -iF- -16X18 . 11 f j L—_- 2'F1-36x36 1 1.1 8" I 1.1 I I 1., 2X4 WOOb� I L W1 ` I I I # 2LS UDS @ ` I 12" O.C. 15'-0" #4 X T-O" W/ 10" HOOK @ 30" O.C. 25' 6„ 3'_9'• I w D I 11 I r I BORA CARE TERMITE PROTECTION TREATMENT MAY 0 9 1" PVC CHASE I cwi 1.1 BE USED IN LIEU OF SOIL FOR ELEC. I ry LL TREATMENT. 0, 0„ CONDUIT I 4" A/C CHASE _ T ( 1 o -� I p I I of I 1 SLAB LJ I II N o CjN 2X4 WOOD9 Lm XP 1'1 I .S USD 72„OCCW_ 11 ILL N ---- -� r-- -- — CW-12X12— 12XiJ---� -� 1 --� L_ J L_ I U I CW-12X12 ------ — - I I Io 8 I I 14'-9" I 1 u> 8'-3" i.i 7'-10" 4'-0" 8'-8" 2'-0" 3'-8"I I 9 I CWI2X4 o I WOOD WALL42 1 FM-111 1 SUDS @(� 12" O.C.5 I PLACEDAL tl/2�" 1A 2'-8" STUDS UNDER O,_0, EATRUSS TO� F-30 30 IISLAB11'-4"T-0" 5'_0„ I I I I I (1)#O U R 1 CELL BE WINDOW SILL I 1 19'4" 1DIII, U I i EXTEND 1 = I SLAll 11/2"—FM_16X18 j o I a 1 X 11 - 4 NC. N I�! 1, I U I m 1" 3'-5" 4'-8" SUB 6'-4" w �I T-4" m I F-30X30 m l 9 o p w I I _ via uJ m o 2 O r , FM-r 2X18 - o I LLI _----J L__1__----____J I 3 FMC-16X18 2 • FM-18X18 - )•1 F3-24X24 1 10 I 1.1 F1-30X30 N ' I FMC-12X18 7 FMC-12X18 6 0D 4 4 (-) 4"+ N 1.1 1.1 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 +-O'-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. I I EIINDICATES #5 BAR, []INDICATES #6 BAR,WNDICATES #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 4021602-16, 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 4OF SLAB SUPPORTED 3'-O" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS W1.4xW1A OVER GENERAL 31/7' 16.6 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 FW12x18 12" CONTINUOUS 18" - (2)#5's FM-16x18 16" CONTINUOUS 18" - (2)#5's (+)O'-T FMCA2x18 17' CONTINUOUS 18" - (2)#5% #5 IN CURB VARIES FMC-16x18 16, CONTINUOUS 18" - (2)#5% #5 IN CURB VARIES CW-12x12 IT CONTINUOUS 12" - (2)#5% (+)0"-0" CWC-12x12 17, CONTINUOUS IT - (2)#5's #6 IN CURB VARIES TE-2 12" SEE PLAN 8" - (2) #5% (+)0^{y F1-24x24 24" 1 24" 12" (2)#5's (2)#5s F2-24x24 24" 124" 12" (2)#5's (2)#5% (-)1'-W BELOW GRADE ' 24" 12" () s 2) (-)9'4' BELOW GRADE .. 36" 12" ) s ( (-)0'4' BELOW GRADE " 30" IT (3)#5's (3)#5's _ - 4rBELOW GRADE =F-3OX3030" 0" 30" 12" (3)#5% (3)#5's - 4•BELOWGRADE" CONTINUOUS 12" - (2)#5's #SINCURB0" CONTINUOUS 18" - (2)#5's A R C H I T E C T S 6 Grou02 141 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-607S FAX: 407-774-4078 Www.abde igngroupxom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628X FA813-886-2802 lgu 9VHDIP. de IAT: SILVERADO LOT #8 BLK #10 PROJECT# 03719.001-08101 MODEL• 3278-JORDYN II GARAGE SIFWG: LEFT PAGE: FOUNDATION PLAN 150 MP XP C SCALE: M NOTED SIMET s1