Laserfiche WebLink
39'-8" <br />28'-W <br />'4' <br />914" <br />91-T <br />15'-10" <br />3•-4" <br />--FM-12X12 <br />— I --- <br />1 — <br />— FM-12X18------� <br />m <br />IN <br />' <br />4"CONIC' I 4 <br />4 SLAB <br />I <br />lu <br />y a 4:3 112 1'-0" LF-24X24 <br />l <br />10'-0" <br />10 <br />r 1 <br />FM•12X18 EXTEND <br />I <br />SLAB 1 1/2" <br />I <br />I <br />I <br />' <br />I <br />I <br />TA0-0„ <br />SLAB <br />N <br />A <br />I ' <br />I <br />I <br />I <br />I� <br />I' <br />I <br />I17 <br />LL <br />I <br />I <br />I <br />.I <br />I <br />I• <br />I 1 <br />4" PVC <br />CHASE <br />I <br />1.1 <br />� <br />TE-1 <br />— <br />+-5 112 <br />a <br />42.8 <br />17.8 <br />''� <br />5 3'-0" ' <br />I <br />I <br />4 <br />I <br />m <br />m <br />ul <br />1 <br />EXTEND <br />SLAB 1 112" <br />2 <br />f4" CONC. FM-12X18 <br />SLAB a <br />I1 ,31/2 <br />2 <br />*-7112 <br />L 1.1 <br />FM 1.1 J <br />0 <br />C-12X18 v <br />FM-12X78 <br />FMG12X18 <br />4 <br />4 <br />,. <br />1.1 <br />10'-2" 3'-10" <br />2'-8" <br />16'-0" <br />T-8" <br />21'4" <br />14'-0" 4'4" <br />39'-8" <br />3 <br />1.1 <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-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 +4-0". <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 />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.EBNDICATED #5 BAR, GINDICATES #6 BARMNDICATES #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 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: Pm = <br />1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN <br />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 W WM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 6Lh EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6. W1.4xW1.4 OVER <br />GENERAL <br />3112" <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-12x12 <br />12" <br />CONTINUOUS <br />12" <br />- <br />a <br />FM-12x18 <br />12" <br />CONTINUOUS <br />18" <br />()#5's <br />FM N18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />s <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />1 <br />- <br />s <br />VARIES <br />24" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH; 407-774.6078 <br />FAX 407-7744078 <br />www.abdosigngroup.com <br />L AA #: 0003325 <br />174 <br />k <br />rb <br />t <br />ikko <br />S <br />a <br />�o <br />aysn:v. eg Lolil <br />SILVERADO <br />LOT #45 <br />BLK #18 <br />PROJECT/, <br />04128.002-45181 <br />MOIDMIA <br />4EBB <br />"1828—CALM" <br />GARAGE DWING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EA, <br />B <br />aA� 07/27/20 <br />SCALE: 1/4"=1'-0" <br />SHIMT <br />s1 <br />