Laserfiche WebLink
TE-, <br />28'-2" 3'-6" 8'-0" <br />0 <br />TOP OF SLAB <br />m <br />4" CONC. I - <br />WE <br />a. <br />w SLAB <br />)0 <br />3 <br />O0 <br />w <br />n <br />n <br />1.1 <br />--------- <br />FM-16x18— <br />—'--- <br />1 <br />11'I-'----4--) <br />it <br />1.1 <br />it .1 <br />10'-0" <br />11'-8" <br />11164" <br />S. <br />i' /'4" PVC <br />I <br />it CHASE <br />Im <br />ii mI <br />m <br />m <br />TOP OF <br />i iI <br />rn <br />LL <br />SLAB <br />U <br />I <br />p4 <br />N <br />II <br />o O <br />II <br />I <br />It <br />20'-5" <br />T5" <br />w <br />9 <br />it <br />11 <br />i <br />CW-12x12 1'1 <br />z - <br />r�1 <br />O <br />I It <br />F-2 4 o <br />n <br />Im 1Liiz-1 <br />1( <br />Niiy <br />I— <br />W <br />6u— o <br />m <br />p <br />— <br />olld <br />I In UP T02NDFLOOR <br />q <br />N <br />°4 <br />LLO <br />�'j� aii� <br />I (FIELDVERIFY <br />C <br />u' <br />0 <br />I I liw <br />mil <br />8 EXACT LOCATION) <br />pY <br />8 <br />y <br />1.1 <br />I <br />6 <br />1.1 3--0,- <br />I <br />0 <br />,., <br />// TRANSFER STEEL m <br />/ @ 24" O.C. MAX <br />@ <br />N I � <br />2 <br />I <br />0'-0" FIN. ELEV. <br />SLAB I <br />I <br />I�CONC. <br />(BSI <br />10" <br />16'-0" <br />L — FM-16xl8— <br />Io 4 <br />4 <br />1.1 <br />9 8" 8" 0 <br />m m <br />FM-16xl8 <br />I�-v <br />tqo <br />FM-1 �X1 <br />fV � <br />iV <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 +-M", 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 112" 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 />11.13INDICATED #5 BAR, MINDICATES #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", #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 4 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 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 6th EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />I REMARKS <br />W1..I A OVER <br />GENERAL <br />31/2" <br />16xS <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 />TOPREINF. <br />T.O.F. <br />SHORT <br />LONG <br />FMA2x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />FM-16xl8 <br />16" <br />CONTINUOUS <br />16, <br />- <br />s <br />_ <br />(+)0"-0" <br />FM-20x18 <br />20" <br />CONTINUOUS <br />181, <br />- <br />s <br />(+)0"-0" <br />FMC-16x18 <br />16" <br />CONTINUOUS <br />IS, <br />- <br />s <br />- <br />VARIES <br />CW-1202 <br />12" <br />SEE PLAN <br />12" <br />- <br />s <br />- <br />(+)V•-0" <br />CWC-12x12 <br />12" <br />SEE PLAN <br />12" <br />- <br />s <br />- <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12" <br />s <br />s <br />+ 0".0° <br />TEA <br />8" <br />1 SEE PLAN <br />8" <br />- <br />s <br />(_ 0"-4" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL32760 <br />PH; 407-774-6078 <br />FAX 407-774.4078 <br />www.a bdeslgngroup.00m <br />L AA #: 0003326 <br />Y <br />7 <br />b <br />O <br />i <br />>JVHDIV. Ce LOT: <br />ABBOTT PARK <br />LOT #10 <br />BLK #15 <br />PROJECT# <br />04181,000-10151 <br />MODEL: <br />4EHB <br />"2605- HAYDEN" <br />GARAGE EWING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />