11-50-0091r -10" 1
4` (3.000 P.S.I.) CONC. SLAB W/
6X6 -10/10 W.W.M. OR
FIBER MESH ON 6 MIL.
VAPOR BARRIER LAPPED V
AND TAPED OVER CLEAN
95% COMPACTED TERMITE TREATED
SCALE 3/16 " -1' -0'
I I
SEE POTTING ATE. DL AIL - kINVEE FOTTIN ATT. DETAIL
1- J5 VERT. & DOWEL
FROM FTC. TO -ND BEAM 1 f I ( I 1
IN POURED CEL W% 25` OVERLAP -0
fff IL_
(TYP.) MAX. SPACING O B' -0" t "
FOUNDATION PLAN 17-10r
SCALE 3/16" ®1' -O`
SLAB ON GRADE TO BE 4" THICK WITH 6 x 6 - W1.4 x WI.4 W.W.F. ON VAPOR BARRIER OVER
COMPACTED TERMITE TREATED SOIL.
TOP OF SLAB ELEVATION = 0' -0" EXSITING.
PROVIDE 12' MIN. SOIL COVER OVER ALL EXTERIOR FOUNDATIONS. CONTRACTOR TO FIELD VERIFY
FOUNDATION ELEVATIONS AND NOTIFY ARCHITECT/ ENGINEER OF ANY DISCREPANCIES.
REFER TO ARCHITECTURAL/ CIVIL FOR EXTERIOR SLAB AND SIDEWALK INFORMATION.
INSTALL MASONRY CONTROL JOINTS AT 32' -0" O.C. MAXIMUM. REFER TO MASONRY CONTROL JOINT
DETAIL 1 /Stb. COORDINATE LOCATIONS WITH ARCHITECTURAL REQUIREMENTS.
CONTRACTOR TO COORDINATE TOP / BOTTOM OF FOUNDATION ELEVATIONS WITH EXISTING SITE
CONDITIONS AND STEP FOOTINGS AS REQUIRED TO MAINTAIN PROPER COVERAGES - SEE DETAIL
SEE SHEET DETAIL FOR WIND TABLES.
THE SAFE ALLOWABLE SOIL BEARING CAPACITY FOR PURPOSE OF DESIGN IS ASSUMED TO BE 2000 P.S.F.
All Soil or Waste pipe or building drains under a footing or through a foundation wall
Shall have a pipe TWO (2) sizes greater than the pipe passing though as per
plumbing code.
10. CONTRACTOR TO VERIFY ALL DIMENSIONS AND MATERIAL SELECTIONS PRIOR TO CONST.
�0
y
CONCRETE SLAB
-
— varies— —4
SUBCATEGORY
MANUFACTURE
APPROVAL. No.
STAIRS DETAIL
FILL WITH DIRT
Swinging Exterior
Door Assemblies
PGT INDUSTRIES
FL 11296
U
SHUTTERS
c)
TRANSPARENT PROTECTION SYSTEM, INC.
W
JANUARY 24 2012
CONCRETE SLABI
®
Gaf Materials Corp.
i
JANUARY 27 2010
STRUCTURAL
COMPONENTS
Product In as o
New Technology
FECP CORP. CAST CRETE DIV.
FL 158 -R3
DECEMBER 31 2099
TRUSS PLATE
tj
FL 1999 -R3
>
WOOD CONNECTORS
ANCHORS
SIMPSON STRONG -TIE CO.
FL 10852/11470
DECEMBER 31 2099
GARAGE DOOR
zl
Wayne Dalton Corp.
z
WINDOWS
U 1 CONCRETE SLAB I
U
FL243RB
-
— varies— —4
SUBCATEGORY
MANUFACTURE
APPROVAL. No.
STAIRS DETAIL
31" LONG MIN #5
BAR EPDXIED INTO
CONC.
v
#5 BAR W/ 25"
MIN. LAP SPLICE.
• HOLE HARDENED
it
iY
k
-SET-
EPDXY r
ii
k
ii
ei
i
• .
. RETROFIT DETAIL
C3id
FOOTING ATTACHMENT DETAIL
EXTERIOR BLOCK WALL ATACHMENT TO BLOCK WALL
N.T.S.
FLOOR JOIST AREA
1" T.G. PLYWOOD GLUED I
& NAILED
2X6' P.T. GLUED & NAILED I
2X12' P.T. GLUED & NAILED
1/4`X4` TAPCON O 12" 1/4'X4' TAPCON O 12" O.0
E
7A2X6* P. T. GLUED & NAILED
EXIST. 4" CONC. SLAB
FLOOR JOIST
DETAIL
I
ILYOUT I
I
I
TERMITE SPECIFICATIONS
1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND
NEED FOR RE- INSPECTION AND TREATMENT OF CONTRACT RENEWAL SHALL BE
PROVIDED. THE SIGN SHALL BE POSTED NEW THE WATER HEATER OR ELECTRIC
PANEL. (F9C 1042.6)
2. CONDENSATE AND ROOF DOWN SPOUTS SHALL DISCHARGE AT LEAST V -O" AWAY
FROM BUILDING SIDEWALKS. (FBC 1503.4.4)
3. IRRIGATION / SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS
SHALL NOT BE INSTALLED WITHIN 1' -O" OF THE BUILDING SIDE WALLS. (FBC
1503.4.4)
4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION. BETWEEN WALL
COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES.
EXCEPTION: PAINT OR DECORATIVE CEMENTATIOUS FINISH LESS THAN 5/8'
THICK ADHERED DIRECTLY TO THE FOUNDATION WALL.. (FBC 14011.6)
5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACK FILL IS
COMPLETE. (FBC 1816.1.1)
6. Sal DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING
SPACES BOXED AND FORMED. (FBC 1816.1.2)
7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS,
ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS.
PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE
DISTURBANCE OF SOIL AFTER THE INITIAL. TREATMENT. (FBC 1816.1.3)
8. MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST
RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER
PLACEMENT, RETREATMENT IS REQUIRED. (FBC 1816.1.4)
9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST
BE REMOVED BEFORE EXTERIOR SOIL TREATMENT. (FBC 1816.1.5)
NEW WALL SECTION
N.T.S.
DPE
FIAT
I
N.I.O.
FOR REFERENCE ONLY - TRUSSES MUST BE PREENGINERING BY MANUFACTURE
Note: Condense and roof down spouts shall
discharge at least 1' -0" Away from building side
walls
PRODUCT APPROVAL.
PRODUCT CATEGORY
SUBCATEGORY
MANUFACTURE
APPROVAL. No.
EXP. DATE
EXTERIOR DOORS
Swinging Exterior
Door Assemblies
PGT INDUSTRIES
FL 11296
APRIL 24 2012
SHUTTERS
STORM PANELS
TRANSPARENT PROTECTION SYSTEM, INC.
FL 6416 -R1
JANUARY 24 2012
ROOFING
Gaf Materials Corp.
FL183
JANUARY 27 2010
STRUCTURAL
COMPONENTS
Product In as o
New Technology
FECP CORP. CAST CRETE DIV.
FL 158 -R3
DECEMBER 31 2099
TRUSS PLATE
ALPINE ENGINEERING PROD. INC
FL 1999 -R3
DECEMBER 31 2099
WOOD CONNECTORS
ANCHORS
SIMPSON STRONG -TIE CO.
FL 10852/11470
DECEMBER 31 2099
GARAGE DOOR
Exterior Overhead
Wayne Dalton Corp.
FL5587
WINDOWS
Fixed
PGT Industries
FL243RB
Double Hung
PGT Industries
FL7058 -R3
^�
Sliders
PGT Industries
FL242-RlO
PANEL WALLS
Soffits
Alsco Metals Corp.
FL1778
NOTES:
1. ALL PRODUCTS APPROVAL INFORMATION WAS OBTAINED FROM FLORIDA BUILDING CODE WEBSIDE.
2. ALL PRODUCT APPROVALS LISTED ABOVE HAVE STATEWIDE APPROVAL.
CONTRACTOR MUST PROVIDE PRODUCT APPROVAL PRIOR TO INSTALATION.
NEW EXTERIOR REINFORCED CONCRETE
BLOCK WALL O EXIST. WALL
N.T.S.
1" X 4" PT NAILER
(EXITS` TING) BLOCK
�` X 8" 16` CONC. BLOCK
,EXISTING
1" PT FURRING STRIP Q 24" O.C.
R -5 INSULATION
I/2" DRYWALL
FOOTER TO
4"x " INSI
AT E ACH F
0' -0` F.F. ELEV.
NEW EXTERIOR REINFORCED CONCRETE
BLOCK WALL O EXIST. WALL THROUGH
WINDOW
N.T.S.
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