Laserfiche WebLink
3"" <br />28'-8" <br />T-4" <br />FMAR18------ <br />au <br />4" CONC. F <br />Ik <br />I' <br />$w SLAB <br />w <br />*:3 112 LF-24X24 <br />10 <br />,I <br />r 1 <br />FM-12X18 EXTEND <br />5 <br />1 <br />I <br />SLAB 1 1/2" <br />I <br />I <br />I <br />I <br />TAO� <br />SLAB <br />N <br />I ' <br />I <br />N <br />I <br />I <br />Ix <br />I' <br />I <br />(� <br />I <br />I <br />I <br />I <br />5'.0" <br />I <br />I 1 <br />4" PVC <br />I <br />Q•�� CHASE <br />,., <br />TE-i <br />— <br />$-5 1/2 <br />5 3'-0, <br />I <br />�I <br />W <br />xl <br />N <br />II <br />I <br />1 <br />EXTEND <br />I <br />r--- <br />1.1 <br />SLAB 11/2" <br />2 <br />I <br />14" CONC. �) FM-12X18 <br />I SLAB W <br />I $-3 1/2 N al I <br />3,.4„ <br />ILL <br />1----- <br />2 <br />7 1l2 <br />� <br />1 <br />1 <br />1.1 <br />I <br />FM-12X18 1.1 J <br />FM•12X12 <br />FMC-12X18 <br />FM-12X18 <br />FMC-12X18 <br />4 <br />4 <br />1.1 <br />Li <br />10'-2" 3'-10" <br />2'-B" <br />16'-0" <br />21'-4" <br />2'-0" <br />14'.0" 4'-4" <br />39'-B" <br />FOUNDATION PLAN <br />SCALE: 1/4"• V-0" <br />►�� <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 + 0'4% 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 />6. 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 OINDICATED #5 BAR, OINDICATES #6 BAR,WNDICATES #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"1 #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 #TS 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 />1,500 PSI, TYPE "M" ORS" MORTAR, ASTM 0476 GROUT (3000 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED <br />T-0" O/C MAX. SEE PLAN FOR VWVM 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 />I THICKNESS <br />REINF. <br />REMARKS <br />6z6 WIA.W1.4 OVER <br />GENERAL <br />3 1/7 <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 />TEA <br />8" <br />SEE PLAN <br />10, <br />- <br />s <br />FM-12z12 <br />17' <br />CONTINUOUS <br />17' <br />() W. <br />+ •{Y' <br />FM-12K18 <br />17, <br />CONTINUOUS <br />IS, <br />(2)#6s <br />FM-16z18 <br />16" <br />CONTINUOUS <br />16' <br />- <br />s <br />FMC-1208 <br />1T <br />CONTINUOUS <br />is" <br />- <br />s <br />VARIES <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-774-4078 <br />www.abdosigngroup.com <br />L AA #: 0003325 <br />t <br />a <br />n4 <br />0 <br />a <br />SV8DIV. is Lo <br />SILVERADO <br />LOT 7 <br />BLK 7 <br />PROJECT* <br />04128.002-07071 <br />MODEL." <br />4EBB <br />"1828-CALI" <br />GARAGE 8MINa: <br />RIGHT <br />RAGE: <br />FOUNDATION <br />PLAN <br />%150 MPH EXP. RJ <br />DREWT wOl/17/19 <br />8CAL.E: 1/4"=1'-0" <br />9IiEET <br />S1 <br />