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-1 _ _ . . <br />TE-1 _I- TE-1 <br />L <br />L <br />I <br />v <br />3 \ 1 FM-i6X18 , 1 F2-24X24 F2-24X24 <br />- <br />I 4" CONC. O a <br />~ I <br />o <br />ro <br />rn <br />SLAB y <br />\ I <br />I L1 <br />�3112" <br />\ I <br />=,.7FM-i6X14" <br />PVC 4'-4" T-0" <br />CHASE{,`\ <br />I \\ I <br />M <br />I <br />I <br />I \\ <br />„ <br />`� TOP OF <br />TEA \ <br />— \\ SLAB <br />I <br />z <br />o <br />ILL Ix <br />O } <br />Io <br />� m <br />N <br />1" PVC CHASE i< <br />\` <br />r TE-1 ` FOR ELEC. @ fO <br />ISLAND E <br />,., W <br />I <br />o <br />I, <br />.I <br />\\d <br />I <br />4 <br />TEA <br />o? ,I <br />_ _ <br />I— <br />1- <br />Y <br />EXTEND <br />IF SLAB 1 1/2" I <br />L TE-1— J " N <br />L — TE-1— I <br />g <br />,., <br />6,_8„ 5,-4„ <br />� 4,_10„ 2,$„ q„ I <br />I <br />*:3 1/2" I I <br />I I <br />. <br />I X <br />I <br />EXTEND - <br />SLAB 1 1/2" <br />FM-i6X18_ <br />1- 4" CONC I <br />N <br />Ia w SLAB <br />I I <br />N <br />I o <br />iv �-31/2" <br />W y <br />2 - <br />� I - <br />y 1.1 v <br />I� <br />4„ 5, 2"� 4., <br />UI TE-1 I I <br />*-51/2" I F2-24X24 1 1 I <br />�% FMC-i6X18 <br />1.1 t.1 <br />FMC-18X18 _ FM-16X18 <br />FM-i6X18 <br />0 <br />4 4 ^ <br />2'-7" ,., , 16'-0„ - 2,-7" <br />4'1" I. 8.4. <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 10'-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 1/2" FELT PAPER AT THE JOINT. <br />7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL <br />DRAWINGS. <br />B. 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 />1121INDICATES #5 BAR, 13INDICATES #6 BAR,ENDICATES #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 } OF SLAB SUPPORTED <br />3'-0" 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 />DOWEL LEGEND <br />® S'xB' MASONRY COLUMN <br />W/ (2) 9'S ARE <br />DESIGNED TO BE <br />PLACED IN CONTACT <br />WITH THE INSIDE OF THE <br />INTERIOR 4 EXTERIOR <br />FACES OF THE BLOCK <br />AS SHOWN W/05 DOWEL <br />IN FOUNDATION. <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />I REINF <br />REMARKS <br />6X6 W 1 AXW 1.4 OVER <br />GENERAL <br />3 12" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITYAS BARS IN FOUNDATION WITH 30" LEG EACH WAY. <br />MARK <br />I WIDTH <br />I LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT I <br />LONG <br />FMA6X18 <br />16' <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />_ <br />Mo.'" <br />FMC-16xl8 <br />16, <br />CONTINUOUS <br />18" <br />- <br />() 's <br />#5 IN CURB <br />VARIES <br />F-2424 <br />24" <br />24" <br />12' <br />(2 s <br />(2) 's <br />_ <br />(+)01_0.1 <br />TEA <br />8" <br />SEE PLAN <br />8" <br />- <br />1 s <br />#5 IN CURB <br />(-)O'-0" <br />F1-30X30 <br />30" <br />30' <br />12" <br />(3) #SS <br />s <br />_ <br />(-)0--8" <br />Ft-42X42 <br />47' <br />47' <br />12" <br />(3)#5'S <br />l) 's <br />(-)O'8" <br />F2-24X24 <br />24" <br />24" <br />12, <br />(2) #5'S <br />(2) # 's <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />A R C N 17 E C Ts <br />6 <br />Design2 Grou ,- <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-77"078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />V <br />m <br />0 <br />a <br />O <br />ti <br />Sumnv. & LOT: <br />SILVERADO <br />LOT #10 <br />BLK #16 <br />PROJECT# <br />03719.001-10161 <br />MODEL: <br />"2045-LANTANA° <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />5 PH <br />2 t. <br />Yktlr4"' 7/9/21 <br />DATE: <br />SCALE: 1/4"-1'-0" <br />SHEET <br />sl <br />