Laserfiche WebLink
39'-B" <br />TOP OF <br />iO <br />SLAB <br />" <br />— 1 <br />— — — — FM-12X12 <br />FM-12X18 — <br />I <br />1A <br />4 �I 4"SAC' <br />w( <br />a <br />I <br />F-24X2V 1,-0"+-3112" <br />LL I <br />\\ <br />10 <br />1.1 <br />\� <br />\�� <br />— --- <br />EXTEND FM-12X18 <br />{ <br />4" PVC <br />SLAB 1 1/2" <br />1 1 <br />`CHASE <br />,A <br />1 to \ <br />\\ \ <br />I <br />I <br />I <br />D-0 <br />I. <br />c� <br />TOP OF <br />SLAB <br />{ <br />I <br />\\\ <br />I <br />1 <br />.I <br />. <br />,\ <br />N1 <br />I <br />I <br />I <br />`\ <br />\\ <br />`\ <br />LL <br />I <br />I <br />\ <br />4 <br />I <br />I <br />\ <br />d <br />1A <br />I <br />1 <br />L---- <br />—LE-, <br />I <br />I <br />I 4.-5 „2" <br />4" <br />1 T-8" <br />Y-8" <br />I <br />I <br />3-0g <br />' " <br />I <br />o <br />I <br />Iw <br />I. <br />N <br />I <br />W <br />I <br />g <br />O <br />I <br />SIM. <br />EXTEND <br />, <br />2 to <br />SLAB 1 112" <br />1J 1. <br />m <br />FM-12XIB Iw 4"CONC.1 <br />I <br />i H <br />N ILL W SLAB I <br />I <br />I <br />SIM. <br />5 1! <br />I0 a 31/2" 1 <br />3•S^ 1/2" ILL rn � <br />1A I . <br />*-71/2" <br />I <br />W <br />FMC-12X18 <br />2M-12XI8 ' <br />FMG12X78 <br />4 <br />L 1.1 1.1 _ FM-12X,8 <br />0 <br />,.1 <br />4 <br />1.1 <br />1.1 <br />2'-8" <br />,8'-0" <br />2'-8" <br />3'-10" 10'-2" <br />4'4" 14'-0" <br />21'4" <br />39'-8" <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 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 />WINDOWIDOOR 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 OINDICATES #5 BAR, EIINDICATES #6 BAR,SNDICATES #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 402M02-16, USING. Fm = 2,OW PSI, TYPE "W OR"S" <br />MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. VIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED <br />T-0" O/C MAX. SEE PLAN FOR W WM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 71h EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W 1.4-1.4 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 />I LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />TE-1 <br />1. <br />SEE PLAN <br />10" <br />- <br />s <br />FM-12x12 <br />12, <br />CONTINUOUS <br />iz, <br />- <br />(2)M5's <br />_ <br />+ •-U' <br />FM-12x18 <br />17, <br />CONTINUOUS <br />18" <br />- <br />(2) #5's <br />(+)0'-0" <br />FMC-1208 <br />17, <br />CONTINUOUS <br />18" <br />- <br />(2) #5'. <br />VARIES <br />F-24z24 <br />24" <br />24'• <br />12 <br />(2) #5's <br />(2) #Fs <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0" <br />IS N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />wwwAbdesigngroup.00m <br />AA #: 0003325 <br />rq <br />V <br />04 <br />g <br />is <br />ti <br />SUDDIV. de I.oT: <br />ABBOTT PARK <br />1DT #8 <br />BLK #12 <br />PHASE 4C <br />Pno"=T# <br />04181.04C-08121 <br />1LODEL- <br />4EBB <br />"1828-CAU" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />O <br />ills � c • • v T1 <br />• '{ X <br />DwE1E- 12/07/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s1 <br />