Laserfiche WebLink
FOUNDATION NOTES <br />CONC. <br />AB <br />� <br />FM•12X18 <br />FM-12X72 � <br />4' CONC. <br />SLAB <br />la <br />N N <br />Ep <br />bo <br />ro <br />6W.¢ <br />I7 Owm <br />+31/2' <br />a <br />F-24X24 <br />i / <br />10 <br />i <br />FM-12X78 <br />i <br />I <br />to <br />4' PVC CHASE <br />t.t <br />01-01 <br />4 <br />m <br />TOP OF <br />SLAB <br />I <br />1 PVC CHASE i m <br />1 FOR ELEC. @ <br />cX'v I <br />ISLAND <br />S <br />1A 1 <br />I <br />14A 1.1 <br />i� <br />;- I <br />I" <br />i� <br />i <br />i 191-01 <br />i <br />� <br />4 <br />a' <br />- <br />;y <br />z <br />I <br />Q> <br />^ <br />v <br />EXTEND I <br />^ <br />I <br />SLAB 1 1/2' <br />TE1------� <br />. I <br />----- <br />+-15 1/2" v <br />N <br />I <br />I <br />•2'-8- <br />9P <br />16'-0" <br />1T-8' <br />1.1 1 A <br />I -, 1.1 <br />EXTEND OSim <br />z <br />14- CONC. FM-12X18 <br />SLAB 1 1/2' t1.o1 12 <br />. <br />SLAB¢ <br />1/2'a <br />6-3 <br />to <br />�• I R' <br />7.1 7112' FMC-12X16 <br />1A ^ <br />FMC- 4 4 <br />1.1- <br />12X18 1.1 1.1 <br />FM-12X78 - - - <br />- - -12 - - <br />-FMM=12X18 - <br />PM-12X <br />FOUNDATION PLAN <br />SCALE: 1/4' = V-O' <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS, SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />2. TOP OF FINISHED SLAB SHALL BE +-0'-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.MINDICATES #5 BAR, MINDICATES #6 BAR,MNDICATES 07 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 2,0D0 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 402/602-16, USING: Pm = 2,000 PSI, TYPE'M" OR'S' <br />MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN 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 W WM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7th EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF, <br />REMARKS <br />6x6 W 1.4xW 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 />FM-12x18 <br />12' <br />CONTINUOUS <br />18, <br />- <br />(2) #5's <br />(+)0'-0' <br />FMC-12x18 <br />12' <br />CONTINUOUS <br />18' <br />- <br />2 s <br />#51N CURB <br />VARIES <br />F-24X24 <br />24' <br />24' <br />12' <br />s <br />2 # s <br />_ <br />- •.4; <br />FM-12x12 <br />12' <br />CONTINUOUS <br />12' <br />(2) #Vs <br />- <br />(-)0'-4' <br />TE-1 <br />8' <br />SEE PLAN <br />8- <br />- <br />1 # s <br />'1 N. RONALD REAGAN BLV <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdosigngroup.eom <br />AA #: 0003326 <br />q <br />IN <br />MM <br />SVBDM ae LOT <br />ABBOTT PARK <br />LOT #33 <br />BLK # 12 <br />PROJECT* <br />04181.000-33121 <br />MODEIA <br />4EAB <br />"1672- ARIA" <br />GARAGE BWMG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />D � 01/19/21 <br />SCALE1/4"=1'-0" <br />c1 <br />