Laserfiche WebLink
4 <br />Q <br />N <br />10'-0" <br />1 4" CONC. uj (L (i <br />SLAB O w <br />I �a <br />r <br />EXTEND <br />FM-16x11.1 <br />j- <br />FM-18x18 <br />SLAB 1 1/2" <br />1 I <br />� <br />4 <br />I 1 <br />1 <br />i <br />I <br />IN <br />Ix <br />x <br />LLI ' <br />i <br />IU <br />I <br />,9 <br />^F <br />1 <br />_ CW-12x12 — <br />J <br />ro <br />I� 0'-0" <br />T$' OP OF <br />SLAB <br />ELEC. CONDUIT <br />FOR KITCHEN <br />ISLAND <br />UP TO 2ND FLOOR <br />(FIELD VERIFY <br />EXACT LOCATION) <br />EXTEND <br />SLAB 1 1/2" <br />�I N <br />J <br />1 �ci <br />od <br />I <br />4 2 <br />I <br />I <br />N <br />4" Pv ` % <br />J — CHASE <br />L ``�`, <br />CWC-12x12 �. <br />*-51/2- <br />1. 1 0 <br />N I 1 8 131/2 �) <br />EXTEND I OycO u' I W <br />SLAB 1 1/2° I ( I Og $ a l <br />1. FM-16x18 `N <br />m ' *-7 1/2 11 <br />84" 34" L FM-16x18 <br />— — <br />29'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4 = V-0" <br />3'.6" <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 NGVD. <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 />I I.OINDICATED #5 BAR, O' INDICATES #6 BAR,■NDICATES #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 />W', #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 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 A.C.I. 530.13/ASCE 5-13, BUILDING <br />CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: F'm = <br />1,5D0 PSI, TYPE "M" ORS' MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED <br />3'-0" O/C MAX. SEE PLAN FOR VNVM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 6th EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />6x6 W1.—"I 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 />LONG <br />FM-12x18 <br />17' <br />CONTINUOUS <br />19' <br />(2) #5'5 <br />_ <br />+0'-0" <br />FM-16x1S <br />18" <br />CONTINUOUS <br />18" <br />12)#5'n <br />+ -0" <br />FMC-12x16 <br />16" <br />CONTINUOUS <br />16' <br />(2)#5'n <br />- <br />VARIES <br />FMC-16x18 <br />16" <br />CONTINUOUS <br />19' <br />(2)#5'9 <br />- <br />VARIES <br />CW-12x12 <br />17 <br />SEE PLAN <br />17' <br />(2)We <br />- <br />+ •-0" <br />CWC-12x12 <br />17 <br />SEE PLAN <br />17, <br />(2)#5'n <br />- <br />VARIES <br />TE-2 <br />17' <br />SEE PLAN <br />6" <br />(2) #5'n <br />+ p•-0•• <br />F-24x24 <br />24" <br />24" <br />1T <br />(2) #3s <br />(2) #5'n <br />+ •-0•' <br />TE-1 <br />8" <br />SEE PLAN <br />6" <br />(2) #5'n <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />p <br />IS <br />3 <br />a <br />11ils <br />let <br />ev EN ae LOT <br />SILVERADO <br />LOT #6 <br />BLK #17 <br />PROJECT <br />04128.001-06171 <br />MODEZA <br />3EFB <br />"2447—ROBIE <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />50 MPH EXP. <br />bwTa: 10/09/ly <br />9CAIX:1/4' = 1'—o" <br />B*MET <br />S1 <br />