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39'-8" <br />28'-8- <br />'4' <br />9'-8' <br />9'-6' <br />15'-10' <br />3'-4' <br />36'-2" <br />3'-W <br />tO <br />T$ OP OF <br />SLAB <br />'--FM-12X12 <br />—--- 1 <br />— <br />--- F7M-12X18---- <br />�f <br />m <br />/ <br />I N <br />� 4" CONC. 7 <br />i <br />SLAB ILL <br />�a LF-24X24 <br />I� <br />4:31/2" 1 <br />1 <br />r <br />10'-0 <br />10 <br />i <br />1d <br />r <br />1 FM-12X18 EXTEND <br />I <br />SLAB 1 1/2" <br />4' PVC <br />/� <br />CHASE' <br />r, <br />I <br />r/ / <br />I <br />/ <br />�' 0— <br />i <br />TOP OF <br />SLAB <br />F <br />fi <br />N I <br />�, <br />LL <br />I <br />r� <br />/r <br />,r <br />r� <br />IN <br />/j <br />r/ <br />r� <br />/ /f <br />I <br />r' <br />1 <br />b' <br />1.1 <br />b <br />— <br />— <br />— <br />TE-1 <br />— — ---- <br />I <br />I <br />(V I <br />. <br />$,3 1/2- <br />2'-8' <br />17'-8' <br />5 3'-0' <br />I <br />1.1 I <br />Lu <br />b <br />aD <br />1 <br />EXTEND <br />CON.. �I <br />SLAB 11/2' <br />2 <br />1.1 <br />I- FM-12X18 <br />SLAB <br />o al X r. <br />+-3 1/2' �+ I <br />2 <br />*71/2" <br />1 , <br />1.1 <br />1.1 1.1 <br />FM-12X18 <br />L _ J <br />F C-1N�2X18 `� <br />FM-12X18 <br />FMC-12X1 8 <br />4 <br />4 <br />1.1 <br />1.1 <br />10'-2" <br />3'-10' <br />4'4' <br />L2'-8- <br />16'-0" <br />2'-B" <br />14'-0" <br />21'-4" <br />39'-8" <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 +44r, 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 />11.13INDICATES #5 BAR, OINDICATES #6 BARANDICATES #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 =38'), 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,ODO 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. 630-13/ASCE 5-13, BUILDING <br />CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 630-13/ASCE 5-13, USING: Pm = <br />2,000 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 i 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 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 6th EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W t.1.4 OVER <br />GENERAL <br />3 1/2' <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 />E-1 <br />8' <br />10 <br />- <br />s <br />FM-12x12 <br />12' <br />CONTINUOUS <br />12' <br />- <br />2 #58 <br />FM-12x18 <br />12' <br />CONTINUOUS <br />18' <br />(2) #5's <br />(+)0'-0' <br />FM-16x18 <br />16' <br />CONTINUOUS <br />18• <br />- <br />2 <br />+0'-0' <br />FMC-12x18 <br />12' <br />CONTINUOUS <br />18 <br />- <br />s <br />#5 IN CUB <br />VARIES <br />- 4 4 <br />24 <br />24 <br />s <br />(-)0 -4- <br />1441 N. RONALD REAGAN 81 <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.andosigngroup.com <br />L AA #: 0003325 <br />i <br />d <br />b <br />aUDD:v ee w1r. <br />ABBOTT PARK <br />LOT #13 <br />BLK #8 <br />P1tOJECT# <br />04181.000-13081 <br />MODEIA <br />4EBB <br />"1828—CALI" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH QiP. C <br />