HomeMy WebLinkAbout6907 Oak Crest Way17➢
GALV. METAL
WIND BAFFLE OPTIONAL
12" WIDE WD. FIREPLACE
FIBERGLASS
SHINGLES 12
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OPTIONAL FIREPLACE
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6" LAP SIDING (PER
SPECIFICATIONS)
2'-8"
F Mr SID
GALV. METAL
WIND BAFFLE
12" WIDE WD_
TRIM
----------
OPTIONAL
TABLE 1405.2
MINIMUM THICKNESS OF WEATHER COVERINGS
COVERING TYPE
MINIMUM THICKNESS
(inches)
Adhered masonry veneer
.025
Aluminum siding
0.019
Anchored masonry veneer
2.625
Asbestos -cement boards
0.125
Asbestos shingles
0.156
Cold -rolled copper
0.0216 nominal
Copper shinglesd
0.0162 nominal
Exterior plywood (with sheathing)
0.313
Exterior plywood (without
sheathing)
See Section 2304.6 (HVHZ,
see Section 2322)
Fiber cement lap siding
0.25 c
Fiber cement panel siding
0.25 c
Fiberboard siding
.05
Glass -fiber reinforced concrete
panels
375
Hardboard siding c
.025
High -yield copperd
0.0162 nominal
Lead -coated copperd
0.0216 nominal
Lead -coated high -yield copper
0.0162 nominal
Marble slabs
I
Particleboard (with sheathing)
See Section 2304. 6(HVHZ,
see Section 2315. 1. 11)
Particleboard (without sheathing)
See Section 2304.6 (HVHZ,
see Section 2315. 1. 11)
Porcelain Tile
0.025
Precast stone facing
0.625
Steel (approved corrosion resistant)
0.0149
Stone (cast artificial anchored)
1.5
Stone (natural)
2
Structural glass
.344
Stucco or exterior Portland cement
plaster
Three -coat work over:
Metal plaster base
0.875 b nominal
Unit masonry
0.625 b nominal
Cast -in -place or precast concrete
0.625 b nominal
Two -coat work over:
Unit masonry
0.5 b nominal
Cast -in -place or precast concrete
0.375 b nominal
Terra cotta (anchored)
1
Terra cotta (adhered)
0.25
Vinyl siding
0.035
Wood shingles
0.375
Wood siding (without sheathing)
0.5
For SI: 1 inch = 25.4 mm.
a. Wood siding of thicknesses less than 0.5 inch shall be placed over
sheathing that conforms to Section 2304.6. (HVHZ, see Section 2322)
b. Exclusive of texture.
c. As measured at the bottom of decorative grooves.
d. 16 ounces per square foot for cold -rolled copper and lead -coated
copper,12 ounces per square foot for copper shingles, high -yield copper
and leadcoated high -yield copper.
SECTION R704
INSPECTION FOR TERMITES
In order to provide for inspection for termite infestation, clearance
between exterior wall coverings and final earth grade on the exterior of
a building shall not be less than 6 inches (152 mm).
Exceptions:
1. Paint or decorative cementitious finish less than I inch (17.1 mm)
thick adhered directly to the masonry foundation sidewall.
2. Access or vehicle ramps which rise to the interior finish floor
elevation for the width of such ramps only.
3. A 4-inch (102 mm) inspection space above patio and garage slabs and
entry areas.
4. If the patio has been soil treated for termites, the finish
elevation may match the building interior finish floor elevations on
masonry construction only.
5. Masonry veneers constructed in accordance with Section R318.4.
` FIREPLACE ` GLASS
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6" LAP SIDING (PER
6 LAP SIDING (PER
SPECIFICATIONS)
SPECIFICATIONS)
vATION
3'-O"
OPTIONAL
FIREPLACE
- GAL V. METAL
WIND BAFFLE
-12" WIDE WD.
FIBERGLASS
SHINGLES -�
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ALL WORK' HALL CC. 'PLY WITH PREVAILING
CODES ELORIR, 1301LOING CODE,
NATIONAL EL ECTP!C CODE,
AND THE CITE' OF ZEPHYRHILLS
ORDINANCES
"cVII: W ,� _ _ DEC 14 2018
CITY OF ZEPH RY HILLS
PLANS EXAMINER /1'/,f
OPTIONAL
FIREPLACE
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R319.1 Address identification. Buildings shall be provided
with approved address identification. The address
identification shall be legible and placed in a position
that is visiblefrom the street or road fronting the
property. Address identification characters shall contrast
with their background.Address numbers shall be Arabic
numbers or alphabetical letters. Numbers shall not be
spelled out. Each character shall be not less than 4 inches
(102 mm) in height with a stroke width of not less than 0.5
inch (12.7 mm). Where required by the fire code official,
address identification shall be provided in additional
approved locations to facilitate emergency response. Where
access is by means of a private road and the building
address cannot be viewed from the public way, a monument,
pole or other sign or means shall be used to identify the
structure. Address identification shall be maintained.
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PLAN
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WIND DESIGN INFORMATION
I. Wind Speeds of 139 MPH Vult 4 106 MPH Vasd
2. Risk Categorg = II
3. Exposure Categorg B
4. Enclosed Building, (GCpi +/- 0.18)
5. Component 4 Cladding Pressures IPSF):
R = 162,-16b W = 332,-43.4 OH= -110:6
NOTE: WIND LOAD CALCULATIONS ARE BASED ON
'WORST CASE'. ALL CONNECTORS WILL BE UNIFORM
FOR 51MILAR USES.
THIS STRUCTURE HAS BEEN DESIGNED TO WITHSTAND
INTERNAL F'RESSURES, ENCLOSED BUILDING.
BUILDING CONSTRUCTION NOTES
1. This single family dwelling is to the 6th Edition (2011) FEBC (Florida Building Code), Alteration
level 2 requirements. Construction shall comply with local Countg and state agencies.
2. All openings around walls, partitions, pipes, ducts, conduits etc., shall be sealed fully
and sound proofed with sealants of type for application.
3. Painting- All surfaces shall be properly prepared and cured to manufacturer's
instruction prior to painting. Paint shall be "first line" produced bg PORTER, SHERWIN
WILLIAMS, or equal with colors selected bg the owner. All painted surfaces shall be
painted with materials appropriate for the application in a workmanship manner to the
paint manufacturer's instruction.
4. Caulk all exposed joints. Clean, prime, caulk and seal all joints between door and
window frames with DOW COMING silicon of type for application. Use foam back-up
rods as required at wide joints. Use accoustical foam sealants bg DAP or TREMCO at
sound proofing applications at openings or cracks.
TABLE 2308. 7. 3. 1
RAFTER TIE CONNECTIONS g
RAFTER SLOPE
TIE SPACING
(inches)
NO SNOW LOAD Roof span
( feet)
12
20 278_1
36
Required number of 16d common (3j"
x 0. 162") nails a, b per
connection c, d, e, f
3: 12
12
4
6
8
10
16
5
7
10
13
24
7
11
15
19
32
10
14
19
25
48
14
21
29
37
12
3
4
5
6
16
3
5
7
8
4: 12
24
4
7
10
12
32
6
9
13
16
48
8
14
19
24
12
3
3
4
5
16
3
4
5
7
5: 12
24
4
6
8
10
32
5
8
10
13
48
7
11
15
20
12
3
3
3
4
16
3
3
4
5
7: 12
24
3
4
6
7
32
4
6
8
10
48
5
8
11
14
12
3
3
3
3
16
3
3
3
3
12: 12
24
3
3
3
4
32
3
3
4
5
48
3
4
6
7
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound
per square foot = 47.8 N/m2.
a. 40d box ( 5" x 0. 162= ) or 16d
sinker (3j" x 0. 148") nails are permitted to be
substituted for 16d common (3j" x 0. 16") nails.
b.Noiling requirements are permitted to be reduced 25
percent if nails are clinched.
c.Rafter tie heel joint connections are not required
where the ridge is supported by a load —bearing wall,
header or ridge beam.
d.When intermediate support of the rafter is provided
by vertical struts or purlins to a load —bearing wall,
the tabulated heel joint connection requirements are
permitted to be reduced proportionally to the reduction
in span.
e.Equivalent nailing patterns are required for ceiling
joist to ceiling joist lap splices.
f.Connected members shall be of sufficient size to
prevent splitting due to nailing.
g.For snow loads less than 30 pounds per square foot,
the required number of nails is permitted to be reduced
by multiplying by the ratio of actual snow load plus 10
divided by 40, but not less than the number required
for no snow load.
2"X4" Vertical Brace
added to every Vertical
over 4' in length. Brace
to be minimum 8O96 length
of Vertical Truss Member.
Fasten Brace to Vertical
w/16d Common Nails 12" oc.
2 "X4" Nailer
Lateral Bracing installed per
Pre—engineered Truss Plans
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2319. 17. 1. 2
Where a ceiling is to be attached directly to the underside of trusses,
the trusses shall be laterally braced with continuous 1—inch by 4—inch
(25 mm by 102 mm) members nailed with 8d common nails to the upper side
of the bottom chord at panel points but not to exceed 10 feet (3 m)
apart. This lateral bracing shall be restrained at each end and at
20—foot (6 m) intervals. Drywall may be considered a rigid ceiling in
enclosed areas where it is protected from the elements. The drywall
ceiling is not to be considered a ceiling diaphragm.
TOP/BOTTOM CHORD GABLE
END BRACING @ 48" 0. C. MAX
FOR THE FIRST 4 ROWS OF
TRUSSES
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CONT. BOTTOM CHORD
BRACING (1"x4" MIN. ) @
10' —0" MAX.
SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY
ADDITIONAL BRACING OR CROSS BRACING REQUIREMENTS
REQ. MINIMUM TRUSS BRACING
END TRUSs
24" O.G.
2X4x8 LATERAL.
BRACINCs c0NTIN(DUS
Is 48" O.C.
) 16d NAILS
GABLE END DIAGONAL BRACE DETAIL
Typical Interior Truss
/2" S.R. Gypsum Ceiling Board
Bottom Chord of Truss
fastened to wall top plate
w/16d common Nails
is 12 "o.c.
End Wa I I Studs
Simpson LST18 (or equal)
fastened w/ 14-1Od Nails.
TYPICAL END TRUSS TO FRAME WALL DETAIL
SCALE: NTS
Truss Systems Engineering by others
TRUSS MANUFACTURER TO
PROVIDE SIGNED AND
SEALED TRUSS DRAWINGS
INCLUDING SRAC ING
DETAILS.
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11'-1 3/16"
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NEW
REAR PORCH:
416
SF
NEW
SIDE COVER
30
5F
NEW
COV. AREAS:
506
6F
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49'-2 3/8"
S'-0"
W.P.
GF.I.
W.P.
GF.I.
OPTIONAL - U.L. APPROVED Porch
PRE-FAB (WD. BURNING) ZERO 28'-0" X
CLEARANCE FIREPLACE UNIT 10'-0" CLG, HGt.
V-1 3/16"
S'-0"
12"A2" CM COLUMN
(TYP. 6 PL.)
SWITCHES LOCATED At TIE ELECTRICAL
REAR DOOON ` 1 INTO EXISTING-
- - - - - - T - - - - - - - - - - - - - - mac- - - - - - - - - - � - - - - - - - T
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EXISTING HOUSE
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L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I
100.00'
If
0 2' 4'
EXISTING HOUSE
ME
LEGEND
r 1 EXISTING WALL OR ITEM
L - - - J
PLATE HEIGHT = 8'-0"
CELL POURED SOLID w/ (905
FROM FTG. TO BOND BEAM
OOR
PLAN
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FRAMING NOTES:
I
ALL INTERIOR DIMENSIONS ARE GIVEN TO THE INDICATED
R602.1 GENERAL. WOOD AND WOOD -BASED PRODUCTS USED
CENTER OF THE STUD UNLESS NOTED OTHERWISE.
FORLOAD-SUPPORTING PURPOSES SHALL CONFORM TO THE
APPLICABLE PRO -VISIONS OF THIS SECTION.
ALL EXTERIOR DIMENSIONS ARE GIVEN TO THE FACE OF THE
STUD OR FACE OF BLOCK (AS APPROPRIATE) WHICH LINES
R602.1.8 WOOD STRUCTURAL PANELS. WOOD STRUCTURAL
WITH THE FOUNDATION BELOW.
PANELSHEATHING SHALL CONFORM TO DOC PS 1, DOC PS 2 OR,
WHENMANUFACTURED IN CANADA, CSA 0437 OR CSA 0325.
ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE
PANELSSHALL BE IDENTIFIED FOR GRADE, BOND
PRESSURE TREATED OR APPROVED CEDAR, OR HAVE 15 LB.
CLASSIFICATION, AND PER-FORMANCE CATEGORY BY A GRADE
FELT BARRIER.
MARK OR CERTIFICATE ORINSPECTION ISSUED BY AN APPROVED
AGENCY.
SEE SHEETS - S1, S2 AND ADDITIONAL -S" SHEETS
R602.1.9 PARTICLEBOARD. PARTICLEBOARD SHALL CONFORM
FOR ADDITIONAL STRUCTURAL DETAILS / NOTES
TOANSI A208.1. PARTICLEBOARD SHALL BE IDENTIFIED BY
THEGRADE MARK OR CERTIFICATE OF INSPECTION ISSUED BY
R602.1 GENERAL. WOOD AND WOOD -BASED PRODUCTS USED
ANAPPROVED AGENCY.
FORLOAD-SUPPORTING PURPOSES SHALL CONFORM TO THE
APPLICABLE PRO -VISIONS OF THIS SECTION.
R602.1.10 FIBERBOARD. FIBERBOARD SHALL CONFORM TOASTM
C208. FIBERBOARD SHEATHING, WHERE USED STRUCTUR-ALLY,
R602.1.1 SAWN LUMBER. SAWN LUMBER SHALL BE
SHALL BE IDENTIFIED BY AN APPROVED AGENCY AS
IDENTIFIEDBY A GRADE MARK OF AN ACCREDITED LUMBER
CONFORMING TO ASTM C208.
GRADING ORINSPECTION AGENCY AND HAVE DESIGN VALUES
CERTIFIED BY ANACCREDITATION BODY THAT COMPLIES WITH
R602.2 GRADE. STUDS SHALL BE A MINIMUM NO. 3, STANDARD
DOC PS 20. IN LIEUOF A GRADE MARK, A CERTIFICATION OF
ORSTUD GRADE LUMBER.
INSPECTION ISSUED BY ALUMBER GRADING OR INSPECTION
EXCEPTION: BEARING STUDS NOT SUPPORTING FLOORS AND
AGENCY MEETING THE REQUIRE-MENTS OF THIS SECTION SHALL
NON -BEARING STUDS SHALL BE PERMITTED TO BE UTILITY
BE ACCEPTED.
GRADE LUMBER,PROVIDED THE STUDS ARE SPACED IN
ACCORDANCE WITH TABLER602. 3( 5).
R602. 1.2 END -JOINTED LUMBER. APPROVED
END-JOINTEDLUMBER IDENTIFIED BY A GRADE MARK
R602.3 DESIGN AND CONSTRUCTION. EXTERIOR WALLS OF
CONFORMING TO SECTIONR602.1 SHALL BE PERMITTED TO BE
WOOD -FRAME CONSTRUCTION SHALL BE DESIGNED AND
USED INTERCHANGEABLY WITHSOLID-SAWN MEMBERS OF THE
CONSTRUCTED INACCORDANCE WITH THE PROVISIONS OF THIS
SAME SPECIES AND GRADE. END -JOINTED LUMBER USED IN AN
CHAPTER AND FIGURESR602.3(1) AND R602.3(2), OR IN
ASSEMBLY REQUIRED ELSEWHERE INTHIS CODE TO HAVE A
ACCORDANCE WITH AWC NDS.COMPONENTS OF EXTERIOR WALLS
FIRE -RESISTANCE RATING SHALL HAVE THE
SHALL BE FASTENED IN ACCORDANCEWITH TABLES R602.3(1)
DES-IGNATION "HEAT RESISTANT
THROUGH R602.3(4). WALL SHEATHINGSHALL BE FASTENED
ADHESIVE" OR "HRA " INCLUDED INITS GRADE MARK.
DIRECTLY TO FRAMING MEMBERS AND, WHEREPLACED ON THE
R602.1.3 STRUCTURAL GLUED -LAMINATED TIMBERS.
EXTERIOR SIDE OF AN EXTERIOR WALL, SHALL BE CAPA-BLE
GLUED -LAMINATED TIMBERS SHALL BE MANUFACTURED AND
OF RESISTING THE WIND PRESSURES LISTED IN TABLE
IDENTIFIED ASREQUIRED IN ANSI/AITC A190.1 AND ASTM
R301.2(2)ADJUSTED FOR HEIGHT AND EXPOSURE USING TABLE
D3737.
R301.2(3) ANDSHALL CONFORM TO THE REQUIREMENTS OF
TABLE R602.3(3). WALLSHEATHING USED ONLY FOR EXTERIOR
R602.1.4 STRUCTURAL LOG MEMBERS. STRUCTURAL LOG
WALL COVERING PURPOSES SHALLCOMPLY WITH SECTION R703.
MEM-BERS SHALL COMPLY WITH THE PROVISIONS OF ICC 400.
STUDS SHALL BE CONTINUOUS FROM SUPPORT AT THE SOLE
PLATE TO ASUPPORT AT THE TOP PLATE TO RESIST LOADS
R602.1.5 STRUCTURAL COMPOSITE LUMBER.
PERPENDICULAR TO THEWALL. THE SUPPORT SHALL BE A
STRUCTURALCAPACITIES FOR STRUCTURAL COMPOSITE LUMBER
FOUNDATION OR FLOOR, CEILING ORROOF DIAPHRAGM OR SHALL
SHALL BE ESTAB-LISHED AND MONITORED IN ACCORDANCE WITH
BE DESIGNED IN ACCORDANCE WITHACCEPTED ENGINEERING
ASTM D5456.
PRACTICE.
EXCEPTION: JACK STUDS, TRIMMER STUDS AND CRIPPLE STUDS
R602.1.6 CROSS -LAMINATED TIMBER. CROSS -LAMINATED
ATOPENINGS IN WALLS THAT COMPLY WITH TABLES R602.7(1)
TIM-BER SHALL BE MANUFACTURED AND IDENTIFIED AS
ANDR602.7(2).
REQUIRED BYANSI/APA PRG 320.
R602.1.7 ENGINEERED WOOD RIM BOARD. ENGINEERED WOODRIM
BOARDS SHALL CONFORM TO ANSI/APA PRR 410 OR SHALLBE
EVALUATED IN ACCORDANCE WITH ASTM D7672.
STRUCTURALCAPACITIES SHALL BE IN ACCORDANCE WITH
EITHER ANSI/APAPRR 410 OR ESTABLISHED IN ACCORDANCE
WITH ASTM D7672.RIM BOARDS CONFORMING TO ANSI/APA PRR
410 SHALL BEMARKED IN ACCORDANCE WITH THAT STANDARD.
INTERIOR ELECTR I CAL OUTLET LOCATIONS
PADDLE FAN SWITCH
(LOCATE OVER FAN
LIGHT SWITCH)
LIGHT SWITCH
DUPLEX OUTLET At
KITCHEN COUNTER, REFRIG.,
WASHER AND GARAGE OUTLETS
DUPLEX OUTLET AT
° o VANITY COUNTER
® STANDARD
DUPLEX OUTLET
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ELECTRICAL SYMBOLS LEGEND
CEILING LIGHT ® 200 AMP. PANEL ® TELEVISION PRE -WIRE
{R} %RECESSED CAN LIGHT Nr---_—_ � LIGHT
110v DUPLEX RECEPTACLE ----e SHOP FLUORESCENT TELEPHONE PRE -WIRE
`0 --_----' ' SMOKE ALARM
2'X 4' FLUORESCENT 22OY OUTLET LIGHT CARBON MONOXIDE® DETECTOR
F.I. 11OV GF.I. OUTLET JO JUNCTION BOX
_=_17 TRACK LIGHTING
PUSH BUTTON (G.D.O.,
SWITCHED DUPLEX REC. 4
pt7p�p� BEAUTY BAR LIGHT ' CHIMES, ETC.)
® OUTLET (HWH, AH, ETC.) _ FLOOD LIGHT
$ SINGLE POLE SWITCH \\ BRACE 4 ® DOOR BELL CHIME
$3 THREE WAY LIGHT SWITCH \\ / PRE -WIRE �i�'� ELECTRICAL WIRING
FOR FAN
vy GARAGE DOOR OPENER EXHAUST FAN
L J
LIG-IT/EX. FAN
ELECTRICAL NOTES
ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO ALL APPLICABLE CODES SUCH AS THE NATIONAL.
ELECTRICAL CODE 2011, LOCAL ORDINANCES AND POWER COMPANY REGULATIONS.
SUBCONTRACTOR SHALL BE LICENSED, CARRY ALL APPLICABLE.INSURANCE, AND HAVE A CURRENT COUNTY
OCCUPATIONAL LICENSE. AS ALLOWED, CONNECT ADDITIONAL ELECTRICAL TO EXISTING CIRCUITS.
SUBCONTRACTORS SHALL INCLUDE ALL SPECIAL FEES AND PERMITS, LABOR AND MATERIAL, EQUIPMENT AND
ELECTRICAL ENGINEERING NECESSARY TO PROVIDE AN APPROVED WORKING SYSTEM. LIGHT FIXTURES EXCLUDED
EXCEPT FOR FLUORESCENT FIXTURES AND RECESSED LIGHTS.
CONCRETE -ENCASED ELECTRODE. AN ELECTRODE ENCASED BY AT LEAST 2" OF CONCRETE, LOCATED WITHIN
AND NEAR THE BOTTOM OF THE CONCRETE FOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH THE
EARTH, CONSISTING OF AT LEAST 20 FT. OF ONE OR MORE BARE OR ZINC GALVANIZED OR OTHER ELECTRICITY
CONDUCTIVE COATED STEEL REINFORCING BARS OR RODS OF NOT LESS THAN 1/2 INCH DIAMETER OR CONSISTING
OF At LEAST 20 FEET OF BARE COPPER CONDUCTOR NOT SMALLER THAN 4 AWG. REINFORCING BARS SHALL BE
PERMITTED TO 15E BONDED TOGETHER BY THE USUAL STEEL TIE WIRES OR OTHER EFFECTIVE MEANS."
210.12 ARC -FAULT CIRCUIT -INTERRUPTER PROTECTION
(A) DEFINITION: ARC -FAULT CIRCUIT INTERRUPTER (AFCI) A DEVICE INTENDED TO PROVIDE PROTECTION FROM
THE EFFECTS OF ARC FAULTS BY RECOGNIZING CHARACTERISTICS UNIQUE t0 ARCING AND BY FUNCTIONING TO
DE -ENERGIZE THE CIRCUIT WHEN AN ARC FAULT IS DETECTED.
(13) DWELLING UNITS. ALL 120-VOLT, SINGLE PHASE, 15- AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS
INSTALLED N DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING RDOMS, PARLORS, LIBRARIES, DENS,
BEDROOMS, SINROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND OTHER SPECIFIED ROOMS OR AREAS
SHALL BE
PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER COMBINATION -TYPE, INSTALLED TO PROVIDE
PROTECTION OF THE BRANCH CIRCUIT.
CARBON MONOXIDE ALARMS
R315.1 CARBON MONOXIDE PROTECTION. EVERY SEPARATE BUILDING OR AN ADDITION TO AN EXISTING BUILDING FOR
WHICH A PERMIT FOR NEW CONSTRUCTION 15 ISSUED AND HAVING A FOSSIL-FUEL-BUWIW_% HEATER OR APPLIANCE, A
FIREPLACE, AN ATTACHED GARAGE, OR OTHER FEATURE, FIXTURE, OR ELEMENT THAT EMITS CARBON MONOXIDE AS A
BYPRODUCT OF COMBUSTION SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 10 FEET
(3048 mm) OF EACH ROOM USED FOR SLEEPING PURPOSES.
EXCEPTION: THIS SECTION SHALL NOT APPLY TO EXISTING BUILDINGS THAT ARE UNDERGOING ALTERATIONS OR
REPAIR UNLESS THE ALTERATION IS AN ADDITION AS DEFINED IN SECTION R315.13.
R315A CARBON MONOXIDE ALARM. THE REQUIREMENTS OF SECTION R315J SHALL BE SATISFIED BY PROVIDING FOR
ONE OF THE FOLLOWING ALARM INSTALLATIONS:
(1) A HARD -WIRED CARBON MONOXIDE ALARM.
(2) A BATTERY -POWERED CARBON MONOXIDE ALARM.
(3) AWARD -WIRED COMBINATION CARBON MONOXIDE AND SMOKE ALARM.
(4) A BATTERY -POWERED COMBINATION CARBON MONOXIDE AND SMOKE ALARM.
R315.12 COMBINATION ALARMS. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED
BY A NATIONALLY RECOGNIZED TESTING LABORATORY.
R315.13 ADDITION SHALL MEAN: AN EXTENSION OR INCREASE IN FLOOR AREA, NUMBER OF STORIES OR HEIGHT OF A
BUILDING OR STRUCTURE
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L- J L- J L J L T I
7 8" BELL FTC. 12"A2" CMCOLU-N
24"x24"'x 12" DEEP, 30M P.S.I. (TYP. 6 PLJ
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FOOTING w/5 REBAR EACH WAY I A
w 12" O.G. (TYP. 4 PL) I ,
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L J I 3-1/2" CONCRETE w/6"X 6"X
I 10/10 W.W. MESH REINFORCING I I I I I I I I
REQUIRED THROUGHOUT THE I I I I I I I I
CONCRETE SLAB OR SYNTHETIC E X I S T I N G P O R C H
FIBER REINFORCEMENT I I I I I I I
I I I I I I I I I
I I I I I I I I I
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LeGENa �
■ CELL POURED SOLID w/ (1)05
FROM FTG. TO BOND BEAM
050 W/CELL POURED SOLID
e 8'-0" O.G. MAX. (STEM WALL)
10000' FINISHED FLOOR ELEVATION
IV (ASSUMED DATUM)
THE FOUNDATION HAS BEEN DESIGNED FOR A
MINIMUM LOAD -BEARING PRESSURE OF 2000
POUNDS PER SQUARE FOOT
SECTION 1907
MINIMUM SLAB PROVISIONS
1907.1 General. The thickness of concrete floor slabs supported directly on the ground shall not be less
than 3 1/2 inches (89 mm). A 6-mil (0.006 inch; 0.15 mm) polyethylene vapor retarder with joints lapped not
less than 6 inches (152 mm) shall be placed between the base course or subgrade and the concrete floor
slob, or other approved equivalent methods or materials shall be used to retard vapor transmission through
the floor slab.
Exception: A vapor retarder is not required:
1. For detached structures accessory to occupancies in Group R-3, such as garages, utility buildings or
other unheated facilities.
2. For unheated storage rooms having on area of less than 70 square feet (6.5 m2) and carports attached to
occupancies in Group R-3.
3. For buildings of other occupancies where migration of moisture through the slab from below will not be
detrimental to the intended occupancy of the building.
4. For driveways, walks, patios and other flatwork which will not be enclosed at a later date.
5. Where approved based on local site conditions.
SECTION 1018
PROTECTION AGAINST TERMITES
R318J Termite Protection. Termite protection shell be provided by regtsLim termlticldes, Including son applied
pestIcldns, betting systems, and pesticides applied to wood, or olhr approved methods of tend pis rotection
labeled for use as a preventative treatment to new construction. See Section 202,111MUSTERM TMWiITICIDE.
lion completion or the appllcatlon of the termite protective treatment, a certificate of Compliance shell be
Issued to the building department bg the licensed pest control company that contafs the following
statement: , The building foes received a complete treatment for the prevention of subterranean
termites. Treatment Is In accordance with rules and laws established by the Florida Department of Agriculture and
Consuamer 8ervlus.,
R31811 If soil treatment Is used for subterranean termite prevention, the Initial ci--- lea[ soil treatment Inside the
foundation perimeter shell be doe after all excavation, backfillirg and compaction Is completa
11111318J2 If Boll treatment Is used for subterranean termite prevention, soil area disturbed after Initial denlcal soil
treatment shall be retreated with a chemical soil tro fitment, Including speeds boxed or formed
R318J3 If eoll treatment Is used for subterranean termite prevention, space In concrete floors boxed out or
formed for the subsequent Installation of plumbing trope, craft or any otter purpose shall be created by wining
plastic or metal permanrttly placed forms or sufficient depth to eliminate any planned sou disturbance after
Initial dvemlcal stall treatment.
R31WA If soft treatment to used for subterranean termite prevention, chemically treated son *hall be oteeted with
A
minlmun 6 mil vapor retarder to protect agafmst rainfalldilutbn If rainfall occurs before vapor retarder
Placement, r-treatment a required Any work Including placement of reinforcing steel, ore after demleel
treatment until the concrete floor Is poured, shall be done in such manner as to avoid penetrating or disturbing
treated soli
111316115 If soil treatment Is used for subterranean termite preventton, concrete overpour or mortar accumulated
ekxg the exterior foundation perimeter ahall be removed prior to exterior chemical soft treatment to enhance
verical penetration of the dwe Ices.
1111121111" If son treatment I* used for subterranean termite prevertlon, demlCel son treatments Shan also be
applied under all exterior concrete or gads within I foot (305 mm) of the preary structure sldewels. Also, a
vertical chemical barrier Shan be applied promptly after construction 1* completed, Including initial landscaping
and Irrigatlon/eprinkler Insn tallatioAny soli disturbed after the chemical vertical barrier is applied shall be
promptly retreated
R318J.1 If a registered termtticide formulated and registered as a bait system Is used for subterranean termite
prevention, Section 1111318.1.1 through Seaton R318JA do not appNI however, a signed contract assuring the
Installation, maintenance and monitoring of the baiting system IMt to in compliance with the requirements of
Chapter 482, Fbrlda Statutes, small be provided to the building official prior to the posing of the slab, and
the system must be Installed prior to final building approval. If the baRing system directions for use require a
monitoring phase prior to installation of the pesticide active Ingredient, the Installation of the monitoring phase
components shall be downed to cornstftuts Installation of the system.
R318JA If a regletertid termiticide formulated and registered as a wood treatment is used for subterranean
termite prevention, A I lons R318L R318J.6 do not apply. Application of the wood treeunent to Ittclde
shall be as required by labiallons dtrector use, and must be completed prior to final building approval.
11111318,2 Penetration. Protective sleeves around piping penetrating concrete slab -on -grade floors shall not be
of cellubseecMaining materials. If soil treatment Is used for subterranean termite protection, the sleeve shall
have a maximum wall tholvees of ODIC finch (025 mm), and be sealed within the slab wing a noncorrosive
clampling device to eltmfate the annular space between the pipe and the sleeve No to Itictdos shall be
applied Waldo this sleeve,
1113183 Cleaning. Cells and cavities in maeorrg units and air gaps between brick. *Lorne or masorry veneers and this
structure shall be cleaned of all nonpreservative-treated or nonnawally durable wood, or other
cellulose -containing material prior to concrete placement.
Exo"forn Inorganic material manufactured for closing cell in foundation concrete masonry unit construction or
clean earth fill placed in concrete masonry unit volclo below slab level before termite treatment Is performed
111318,4 Concrete bearing ledge. Orldt stone or other veneer shall be supported bg a concrete bearing lodge
At least equal to the total thickness of the bred, stone or other veneer which Is poured Integrally with the
concrete foutdotlon No supplemental concrete foundation pours which will create a hidden cold Jolt shall be
used without supplemental treatment in the foundation unless the to an approved ph�slcal barrier. An
approved phyatcal barrier shall also be Installed from below this mall *III plate or ( t block cove hortranully
to emm" in a mortar Joint It masonry vermr extend* below gadw, a termite protective treatment must be
Applied to the cavlty crested between the veneer and the foudation, in lieu of a physical barrier.
Exception, Veneer ted bg a structural member seared to the foundation sidemall in accordance with Art
530/ASCE 5MIS 402 provided at least a e, indn 052 min) clear Inspection space of the foundation sidswall
exterior silts b-tmesn the career and the top of any soil, sod, mulch or other organic landscaping comport,
deolu, apron, porch, walk or any other work i mmedletely adjacent to or adjoining the structure,
R318A Protection against decay and termites. Condensate Imes, Irrlgatlon/sprinklr ogetee risers for spray heeds,
and roof downspouts *hall diedarg- at least I foot (305 mom) away from the structure okietell, whether by
underground ptpfog, tall exte elons or splash bbcM. Gutters with downspouts are required on all buildings with
sawss than s of to" b Inches (02 mm) hortzontaI projection except for gable and rakes or on a roof above
another roof.
931" Preparation of building tits and removal of debris.
nlbd&J All bulldfg sites shall be graded to provide drainage under all portions of the building not occupied
bg basements.
R31862 The foundation and the area encompassed within I foot (305 mm) that in shall have all vegetation,
Stupe, dead roots, careboerd, trash and foreign material removed and the nil material shall be from of
vegetation and foreign material. The fill shall be compacted to assure, adoguato support of the foundation
R318b3 After all work Is I lat-d, loose wood and debris shall be completely removed Rom under the
building and within I foot (305 mm) Uw-of. All wood forms and supports shall be c:onpletely removed. This
Inclucto t, but Is not limited to: wooden grade stakes, form*, contraction spacers, tub trap boxes, plumbing
supports, bracing, shnorke forms or other csllulo*--containing material placed in any location drewsuch
material are not clearW visible and readlly removable prior to completion of the work 11bod shall not be
stored in contact with the ground under any building.
101611 Inspection for termites. in order to provide for Inspection for termite infestation, clearance between
exterior wall coverings and final earth gads on this exterior of a building *hall not be to" than 6 inches
052 min).
Exceptlons�
L Paint or decorative cemmenutlous finish less than ble Inch (171.1 mm) thick adhered directly to the masonry
foundation sedewall.
2. Access or vehicle ramp* which rise to the interior finish floor elevation for the width of such ramps
on
3. A 4-inch (102 min) Inspection space above patio and garage slobs and w+try areas.
4. If the patio has been soil treated for termites, the finish elevation may match the building Interlor finish
floor elevatlons on masony coretnualon onig.
5. Meorcy verears constructed in accordance with Section R818.4.
1161" Foam plastic protection. In areas whore the probabfllty of termite Infestation Is wry hesvy, as indicated
in Flgur+ R3012(b), extruded and e�anded polystgrens, polglsooyan cote and other roan plastics shall not be
Installed on the exterior face or under Interior or exterior foundation "Its or slab foudatlons bested below
grade. The Clearance between roan plastics knelled above grade and exposed earth shall be at least e,
Inches (02 mm).
Exceptions'
L Dui " where the structural members of wall*, floors, oellegs and rook are entirely of noncombustible
materials or pr-*ervatew-treated wood.
2. Own Ina Mon to the wcµuksmants of Section 1113181 an approved method of protecting the foam
plastic and structure from subterranean termite damage Is Wed
3. On the Interior tide of basement wall.
ENG f NE E FR' S NOTE,5
(D ALL WORK TO BE DONE AGGORDIW_z TO lath Edition (2011) FEB-- (Florida Building Code)
(2.) ASSUMED SOIL BEARING CAPACITY TO BE 2000 PSF. SOIL CAPACITY TO BE
VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. INFORM ENGINEER OF
VARIATIONS. FOOTINGS TO BE EXCAVATED TO CLEAN SOIL, FREE OF VEGETATION
AND DELETERIOUS MATTER CONCRETE SHALL BE PLACED ON AN UNDISTURBED
BASE.
(3.) IT IS THE CONTRACTOR'S SOLE FRESPONS151LITY TO DETERMINE ERECTION
PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS
COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE
ADDITION OF WHATEVER TEMPORARY BRACING, GUYS, OR TIE DOWNS THAT MAY
BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE
PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT.
(4.) ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS
SHALL BE VERIFIED AND SHALL CONFORM TO THE ARCHITECTURAL DRAWINGS.
(5.) CONCRETE :
MINIMUM COMPRESSIVE CONCRETE STRENGTH TO BE 3000 PSI IN 28 DAYS. ALL
CONCRETE SHALL BE READY MIXED" AND IN ACCORDANCE WITH A.S.T.M.
SPECIFICATION C-94. ALL CONCRETE MODULAR UNITS SHALL HAVE A
COMPRESSIVE STRENGTH OF 1900 PSI WITH TYPE M OR S MORTAR 2000 PSI.
(6.) SLAB ON FILL :
INTERIOR CONCRETE SLABS POURED ON FILL TO BE POURED OVER WATERPROOF
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MEMBRANES. ALL SLABS TO BE REINFORCED WITH 6Xro 10/10 WELDED WIRE MESH.
-
(I.) LUMBER
I. STORE LUMBER OFF GROUND. KEEP WELL VENTILATED AND COVERED.
0
2. CURRENT EDITION, ASSOCIATION GRADING RULES GOVERN.
0
3. ALL LUMBER SHALL BEAR GRADE MARK OF AN A51C BOARD OF REVIEW
AGENCY.
of
4. ANY SPECIES ALLOWED UNLESS OTHERWISE NOTED.
5. SIZES ARE NOMINAL. ACTUAL SIXES SHALL CONFORM TO AMERICAN
°)
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LUMBER STANDARD PS 20-10.
6. MOISTURE CONTENT OF LUMBER 2" OR LESS IN THICKNESS SHALL BE 19
OR LESS AT THE TIME OF INSTALLATION.
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(8.) TERMITE TREATING:
V)
LOW STRUCTURE TO BE TERMITE TREATED TO A DISTANCE OF 5'-0"
>`
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THE PERIMETER LINES OF THE BUILDING.o
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(9.) ALL STEEL SHALL BE 40 KSI WITH A MINIMUM CLEAR COVER OF 3" AGAINST
C)
SOIL, AND SHALL HAVE A MINIMUM LAP OF 40 TIMES THE DIAMETER OF THE
REBAR
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(10.) 2"XI2" HEADERS SHALL BE 2-2"XI2" LAMINATED W/ 1/2" PLYWOOD GLUED W/
N
CONSTRUCTION ADHESIVE AND NAILED W/ 5-e16D COMMONS Iron O.G. TO MEET
LOADS AS INDICATED.
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(11.) ALL FASTENERS SHALL COMPLY WITH THE DESIGN LOADS.
F-
(12.) CONTRACTOR SHALL HAVE MANUFACTURERS SPECIFICATIONS (CUT SHEETS)
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ON SITE AT THE TIME OF INSPECTION, FOR REVIEW BY THE BUILDING INSPECTOR,
>_
TO MEET LOADS AS INDICATED.
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PROVIDE MINIMUM lro" 2ro GA VALLEY FLASHING AT °
ALL ROOF CHANGES AND SIDE WALL AREAS PER O
F15C 1072.E /R1031.5_ -703.8., 903.2 AND 905 PLACE O °
ROOF CEMENT COATING AT ROOF DECKS EDGES OF °
FLASHING AND ALL LAPS. NAIL FLASHING WITH 1 1/2" O °
ROOF NAILS 12" OG O °
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SIDE WALLS OR CHIMN
MINIMUM 8"X5" 26 GA ANGLE
OR STEP FLASHING, SEE N07
ROOF DECK AT SIDE WALLS
.i.-�, I I TYP. ROOF FLASH
DETAI
TABLE R301. 5
MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS
(in pounds per square foot)
USE
LIVE LOAD
Uninhabitable attics without storage b,g
10
Uninhabitable attics with limited storage b,g
20
Habitable attics and attics served with fixed stairs
30
Balconies (exterior) and decks e
40
Fire escapes
40
Guardrails and handrails d
200h
Guardrail in -fill components f
50h
Passenger vehicle garages a
50a
Rooms other than sleeping room
40
Sleeping rooms
30
Stairs
40c
For SI: 1 pound per square foot = 0.0479 kPa, 1 square inch = 645 mm2,
1 pound = 4.45 N.
a. Elevated garage floors shall be capable of supporting a 2,000-pound load applied over a 20-square-inch area.
b. Uninhabitable attics without storage are those where the maximum clear height between joists and rafters is less than 42 inches,
or where there are not two or more adjacent trusses with web configurations capable of accommodating an assumed rectangle 42 inches
high by 24 inches in width, or greater, within the plane of the trusses. This live load need not be assumed to act concurrently with
any other live load requirements.
c. Individual stair treads shall be designed for the uniformly distributed live load or a 300-pound concentrated load acting over an
area of 4 square inches, whichever produces the greater stresses.
d. A single concentrated load applied in any direction at any point along the top.
e. See Section R502.2 for decks attached to exterior walls.
f. Guard in -fill components (all those except the handrail), balusters and panel fillers shall be designed to withstand a
horizontally applied normal load of 50 pounds on an area equal to 1 square foot. This load need not be assumed to act concurrently
with any other live load requirement.
g. Uninhabitable attics with limited storage are those where the maximum clear height between joists and rafters is 42 inches or
greater, or where there are two or more adjacent trusses with web configurations capable of accommodating an assumed rectangle 42
inches in height by 24 inches in width, or greater, within the plane of the trusses.
The live load need only be applied to those portions of the joists or truss bottom chords where all of the following conditions are
met:
1. The attic area is accessible from an opening not less than 20 inches in width by 30 inches in length that is located where the
clear height in the attic is a minimum of 30 inches.
2. The slopes of the joists or truss bottom chords are no greater than 2 inches vertical to 12 units horizontal.
3. Required insulation depth is less than the joist or truss bottom chord member depth.
The remaining portions of the joists or truss bottom chords shall be designed for a uniformly distributed concurrent live load of not
less than 10 lb/ft2.
h. Glazing used in handrail assemblies and guards shall be designed with a safety factor of 4. The safety factor shall be applied to
each of the concentrated loads applied to the top of the rail, and to the load on the in -fill components. These loads shall be
determined independent of one another, and loads are assumed not to occur with any other live load.
9
SEE ELEVATIONS
FOR ROOF SLOPE
26 GA_ PERMA-GLAD METAL ROOF OVER PEAL N STICK
ROOFING MEMBRANE ON 1/2" PLYWOOD OR 055 w/
H-CLIPS) ON lx4's a 24" O.G. (FOR NAILING
SCHEDULE SEE SHEET 525)
I"x 4" SYP NAILED 3" 0. C. 08 RS..131
2"x 6"74G SYP SOLID WITH 2-3"
DECK 5CREEWS EACH JOIST /
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ALUM. DRIP EDGE
TE HGT. 2X6 SUB FASCIA -
ALUMFASCIA E
SOFFIT
SIMPSON HETA 20 OR EQUAL
INSTALLED PER MFGR'S SPEC.
Uplift is less than 1&10 lbs.
COLUMN - CM.U.'s
FF. ELEV. (HOUSE)
05's a 12" O.C. EA. WAY
SIMPSON LSTA12
2x8" 19 24" O.C.
SIMPSON H10A Uplift is less than 13401bs.
— (2)2X 12's w/l/2" FLITCH PLATE
CEMENT TEXTURED FINISH OVER CMU'5
(2) 05 REBAR CONT. FROM FTG.
TO TOP COURSE
03 TIES 0 10" O.G. (MAX.) START
* 5" OFF FTG. AND NO MORE
THAN 5" FROM TOP BEAM
3000 PSI CONCRETE
i,�-.�, I I I COL. DETAIL (REAR PORCH)
WOOD BEAM
SEE ELEVATIONS
FOR ROOF SLOPE
SHINGLES PER SPECIFICATIONS
(w/ 6 FASTENERS PER SHINGLE) OVER
ROOFING FELT ON 1/2" PLYWOOD OR
055 W/H-CLIPS ON PRE-ENGINEERED
WOOD TRUSSES a 24"O.C.
(FOR NAILING SCHEDULE SEE SHEET 525)
HURRICANE ANCHORS
ALUM. DRIP EDGE
2X& SUB FASCIA -
Q2;
lmpso Strong-tieAC& or
stall d per manufacturer.
Upli at columns = 4410
rox 6 WOOD POST
(2) 2x 8's w/ 1/2"
PLYWD. BETWEEN
(SIZE MAY VARY
SEE ROOF PLAN)
SEAM a END J I
OF PORCH
611--.w, 12 I SIDE CC\/5R SECTION
SIMP50N LSSU28
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R502.5 Allowable girder spans.
The allowable spans of girders fabricated of dimension lumber shall not
exceed the values set forth in Tables R502.5(1) and R502.5(2).
TABLE R502. 5( 1)
GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS
(Maximum spans for Douglas fir -larch, hem -fir, southern pine
and spruce-pine-firb and required number of jack studs)
GIRDERS AND HEADERS
SUPPORTING
SIZE
Building widthc (feet)
20
28
36
SPAN
NJd
SPAN
Njd
SPAN
NJ
Roof and ceiling
2-2x4
3-6
1
3-2
1
2-10
1
2-2x6
5-5
1
4-8
1
4-2
1
2-2x8
6-10
1
5-11
2
5-4
2
2-2x10
8-5
2
7-3
2
6-6
2
2-2xl2
9-9
2
8-5
2
1 7-6
2
3-2x8
8-4
1
7-5
1
6-8
1
3-2x10
10-6
1
9-1
2
8-2
2
3-2x12
12-2
2
10-7
2
9-5
2
4-2x8
9-2
1
8-4
1
7-8
2
4-2x1O
11-8
1
10-6
1
9-5
2
4-2x12
14-1
1
12-2
2
10-11
2
Roof, ceiling and one
center -bearing floor
2-2x4
3-1
1
2-9
1
2-5
1
2-2x6
4-6
1
4-0
1
3-7
2
2-2x8
5-9
2
5-0
2
4-6
2
2-2x10
7-0
2
6-2
2
5-6
2
2-2x12
8-1
2
7-1
2
6-5
2
3-2x8
7-2
1
6-3
2
5-8
2
3-2x10
8-9
2
7-8
2
6-11
2
3-2x12
10-2
2
8-11
2
8-0
2
4-2x8
8-1
1
7-3
1
6-7
2
4-2x10
10-1
1
8-10
2
8-0
2
4-2x12
11-9
2
10-3
2
9-3
2
Roof, ceiling and one
clear span floor
2-2x4
2-8
1
2-3
1
2-0
1
2-2x6
3-11
2
3-3
2
2-11
2
2-2x8
5-0
2
4-2
3
3-9
2
2-2x10
6-1
2
5-1
3
4-7
3
2-2x12
7-1
3
5-10
3
5-3
3
3-2x8
6-3
2
5-2
2
4-8
2
3-2x10
7-7
2
6-4
2
5-8
2
3-2x12
8-10
2
7-4
3
1 6-7
2
4-2x8
7-2
1
6-0
2
5-5
2
4-2x10
8-9
2
7-4
2
6-7
2
4-2x12
10-2
1 2
8-6
2
7-8
2
Roof, ceiling and two
center -bearing floors
2-2x4
2-7
1
2-3
1
2-0
1
2-2x6
3-9
2
3-3
2
2-11
2
2-2x8
4-9
2
4-2
2
3-9
2
2-2x10
5-9
2
5-1
2
4-7
3
2-2x12
6-8
2
5-10
3
5-3
3
3-2x8
5-11
2
5-2
2
4-8
2
3-2x10
7-3
2
6-4
2
5-8
2
3-2x12
8-5
2
7-4
2
6-7
2
4-2x8
6-10
1
6-0
2
5-5
2
4-2x10
8-4
2
7-4
1 2
6-7
2
4-2xl2
9-8
2
8-6
2
7-8
2
Roof, ceiling and two
clear span floor
2-2x4
2-1
1
1-8
1
1-6
2
2-2x6
3-1
2
2-8
2
2-4
2
2-2x8
3-10
2
3-4
2
3-0
3
2-2x10
4-9
2
4-1
3
3-8
3
2-2x12
5-6
2
4-9
3
4-3
3
3-2x8
4-10
2
4-2
2
3-9
2
3-2x10
5-11
2
5-1
2
4-7
2
3-2x12
6-10
2
5-11
3
5-4
1 2
4-2x8
5-7
2
4-10
2
4-4
2
4-2x10
6-10
1 2
5-11
2
5-3
2
4-2x12
7-11
1 2
6-10
2
6-2
3
For SI: 1 inch = 25.4 mm, 1 pound per square foot = 0.0479 kN/m2.
a. Spans are given in feet and inches.
b. Tabulated values assume #2 grade lumber.
c. Building width is measured perpendicular to the ridge. For widths between
those shown, spans are permitted to be interpolated.
d. NJ - Number of jack studs required to support each end. Where the number of
required jack studs equals one, the header is permitted to be supported
by an approved framing anchor attached to the full -height wall stud and to the
header.
e. Reserved.
24" MIN. LAP
`03 OR 04 REINFORCING 5AR
3 #4 LAP SPL i CE
25" MIN. LAP
REINFORCING BAR
#5 LAP SPL I CE
I�nnvrvr«.nv�.s »�R
pro _IV LAP SPL i CE
d7" MIiJ I dF
n r"11,rVr,V,, %-s "',r,
i LAP SPLICE
10)"
05 REINFORCING BAR
A.C.i. STD. 'BOO 150ND
' EBAR SPLICING 4 LAP DETAIL,
TABLE R602. 7(2)
GIRDER SPANSaAND HEADER SPANSa FOR INTERIOR BEARING WALLS
(MAXIMUM SPANS FOR DO GLAS FIR -LARCH, HEM -FIR, SOUTHERN PINE
AND SPRUCE -PINE -FIR` AND REQUIRED NUMBER OF JACK STUDS)
GIRDERS AND HEADERS
SUPPORTING
SIZE
Building widthc (feet)
20
28
36
SPAN
NJ
SPAN
NJ
SPAN
NJ
One floor only
2-2x4
3-1
1
2-8
1
2-5
1
2-2x6
4-6
1
3-11
1
3-6
1
2-2x8
5-9
1
5-0
2
4-5
2
2-2x10
7-0
2
6-1
1 2
5-5
2
2-2x12
8-1
2
7-0
2
6-3
2
3-2x8
7-2
1
6-3
1
5-7
2
3-2x10
8-9
1
7-7
2
6-9
2
3-2x12
10-2
2
8-10
2
7-10
1 2
4-2x8
9-0
1
7-8
1
6-9
2
4-2x10
10-1
1
8-9
1
7-10
2
4-2x12
11-9
1
10-2
2
9-1
2
Two floors
2-2x4
2-2
1
1-10
1
1-7
1
2-2x6
3-2
2
1 2-9
2
2-5
1 2
2-2x8
4-1
2
3-6
2
3-2
2
2-2x10
4-11
2
4-3
2
3-10
3
2-2x12
5-9
2
5-0
3
4-5
3
3-2x8
5-1
2
4-5
2
3-11
2
3-2x10
6-2
2
1 5-4
2
4-10
2
3-2x12
7-2
2
6-3
2
5-7
3
4-2x8
4-2
2
5-3
2
4-8
2
4-2x10
7-2
2
6-2
2
5-6
2
4-2x12
8-4
2
7-2
2
6-5
2
For S1: 1 inch = 25.4 am, 1 foot=304.8mm
a. Spans are given in feet and inches.
b. Tabulated values assume #2 grade lumber.
c. Building width is measured perpendicular to the ridge. For widths between
those shown, spans are permitted to be interpolated.
d. NJ - Number of jack studs required to support each end. Where the number of
required jack studs equals one, the header is permitted to be supported by an
approved framing anchor attached to the full -height wall stud and to the
header.
R502.2.6 Bearing. The ends of each joist, beam or girder shall have not less than 1.5 inches (38 mm)
of bearing on wood or metal and not less than 3 inches (76 mm) on masonry or concrete except where
supported on a 1-inch-by-4-Inch (25.4 mm by 102 mm) ribbon strip and nailed to the adjacent stud or
by the use of approved joist hangers.
R502. 2.6. 1 Floor systems [ IRC R502. 6. 1]. Joists framing from opposite sides over a bearing support
shall lap a minimum of 3 inches (76 mm) and shall be nailed together with a minimum three 10d face
nails. A wood or metal splice with strength equal to or greater than that provided by the nailed lap
is permitted.
R502.2.6.2 Joist framing [IRC R502.6.2]. Joists framing into the side of a wood girder shall be
supported by approved framing anchors or on ledger strips not less than nominal 2 inches by 2 inches
(51 mm by 51 mm).
R502.2.7 Lateral restraint at supports [IRC R502.7]. Joists shall be supported laterally at the ends
by full -depth solid blocking not less than 2 inches (51 mm) nominal in thickness; or by attachment to
a full -depth header, band, or rim joist, or to an adjoining stud; or shall be otherwise provided with
lateral support to prevent rotation.
Exception: Reserved.
R502. 2. 7. 1 Bridging [ IRC R502. 7. 1]. Joists exceeding a nominal 2 inches by 12 inches (51 mm by 305 mm)
shall be supported laterally by solid blocking, diagonal bridging (wood or metal), or a continuous
1-Inch-by-3-inch (25.4 mm by 76 mm) strip noiled across the bottom of joists perpendicular to joists
at intervals not exceeding 8 feet (2438 mm).
R502.2.8 Drilling and notching [IRC R502.8]. Structural floor members shall not be cut, bored or
notched In excess of the limitations specified in this section. See Figure R502.2.8.
R502. 2. 8. 1 Sawn lumber[ IRC R502. 8. 1]. Notches in solid lumber joists, rafters and beams shall not
exceed one -sixth of the depth of the member, shall not be longer than one-third of the depth of the
member and shall not be located in the middle one-third of the span. Notches at the ends of the member
shall not exceed one-fourth the depth of the member. The tension side of members 4 inches (102 mm) or
greater in nominal thickness shall not be notched except at the ends of the members. The diameter of
holes bored or cut into members shall not exceed one-third the depth of the member. Holes shall not be
closer than 2 inches (51 mm) to the top or bottom of the member, or to any other hole located in the
member. Where the member is also notched, the hole shall not be closer than 2 inches (51 mm) to the
notch.
R502.2.8.2 Engineered wood products [IRC R502.8.2]. Cuts, notches and holes bored in trusses,
structural composite lumber, structural glue -laminated members or I -joists are prohibited except where
permitted by the manufacturer's recommendations or where the effects of such alterations are
specifically considered in the design of the member by a registered design professional.
R502.2.9 Fastening [IRC R502.9]. Floor framing shall be nailed In accordance with Table R602.2(1)
Where posts and beam or girder construction is used to support floor framing, positive connections
shall be provided to ensure against uplift and lateral displacement.
R502.2.10 Framing of openings [IRC R502. 10]. Openings in floor framing shall be framed with a header
and trimmer joists. When the header joist span does not exceed 4 feet (1219 mm). the header joist may
be a single member the some size as the floor joist. Single trimmer joists may be used to carry a
single header joist that is located within 3 feet (914 mm) of the trimmer joist bearing.
When the header joist span exceeds 4 feet (1219 mm), the trimmer joists and the header joist shall be
doubled and of sufficient cross section to support the floor joists framing into the header. Approved
hangers shall be used for the header joist to trimmer joist connections when the header joist span
exceeds 6 feet (1829 mm). Tail joists over 12 feet (3658 mm) long shall be supported at the header by
framing anchors or on ledger strips not less than 2 inches by 2 inches (51 mm by 51 mm).
R502.3 Design and construction where wind speed is 100 mph or greater. Floor framing of light -frame
wood construction shall be designed and constructed in accordance with the provisions of Section
R301.2. 1.1, Section R502. 1.
2,-0" O PILA5TER
MAX.
•
"All 001ON10-010010SWIN01ON100 OO•
vERT i GAL RE ii FORCEI" ONTS
SCHEDULE MASONR1' TJ
8' PLATE HEIGHT = 8'-0" O.G.
10' PLATE HEIGHT = 6'-O" O.C.
12' PLATE HEIGHT = 4'-0" O.G.
"A" 14' PLATE HEIGHT = 2'-0" O.G. MAX. / PILASTERS 0 10'-0" O.G.
AT EACH CORNER 4 BOTH SIDES OF DOORS 4 WINDOWS OPENINGS
(OVER 5'-0"). BEFORE 4 AFTER SWEARWALL SEGMENTS, 4
(2) BARS 0 EA. SIDE OF OPENING OVER 12'-0"
LAP DIST
z -
0
� IC.M.U. WALL
CORNER CONT iN i TY 4 LUALL REINFORCEMENT
iENT
ROOF SHEATHING FASTENING SCHEDULE aJb c d,s
Sd Common (0.131 x 24,2 kxhss) or Ring -Shenk (0.135 X 2-1/2 Inches)
(Except lllhere Noted) for Exposure B, Enclosed Sulldkngs, Roof Framing Spaced 24 Inches
oz. or Less
Roof Fastening Zone
Overhang
Wind
Main
Sheathing -to -Gable
(saves)
Velocity
Roof
End -Wall Framingg
(3-Second
Panel
1 2
3 2 3
2 3
Gust)
Location
Fastening Schedule (inches on center)
Supported Panel
6 6
6
6 6
150 mphf9
end and edges
3h
Panel field
6 4
3
4 3
Supported Panel 6 6 6 6 6
120 mph f9 and and edges 3
Panel field 12 6 4 6 4
Supported Panel 6 6 6 6 6
W mph end and edges 6
Panel field 12 12 6 6 6
a. Specific gravity (G) of lumber and panels shall be 0.42 or greater.
b. For Exposure 5 and a 2-Foot overhang.
c. For median roof height 35 feet or less.
d. Gable wall height of 8 feet or lase from top floor ceiling to roof peak.
a. Provide adequate uplift hardware at truss -to -wall corrections. Such
corrections are beyond the scope of this publication.
f. When wind speed is 110 mph or greater and when median roof height Is between
25 and 35 feet, use 8d ring shank nails (0.135 x 2-1/2 inchsslulthin 48 inches of
gable and walls. (IRC Table R6023, footnote f)
g. When wind speed is 100 mph or greater, block panel edgee perpendicular to
gable -end -wall framing members in the first two bays of framing. Blocking shall be
spaced a maximum of 4 feet oz. (Wood Frame Construction Manual, Section 3b.5)
h 10d ring -shank nails (0.148x 3 Inches).
1. Blocking not required.
ROOF FASTENING ZONES FOR WIND UPLIFT
Zones 1,2 and 3 shown below Indicate areas of this roof that mag have different fastening
requirements.
GABLE END WALL
3 OVEFZ4AW3 --i
WALL LINE
3 OVERI-TANG
X3 OVERHANG "WALL LINE d 3 OVERI {ANCs -/ \ �L LINE 1 GABLE END WALL
Distance a-4 ft. in most cases (109t of least building width or 0.4 times building height,
whichever is smaller, but not lose than either 4% of least building width or 3 ft.)
ROOF D i APHRAI" i NAILING SCHEDULE (GAPLES)
COLLAR TIE 1X6 (MIN.) EVERY
OTHERRAFTER T-0" OR LONGER
BLOCKING BELOW RIDGE
2X(o VERTICAL SCAB OR KNEEWALL MID -POINT
IN RAFTER W/ RAFTER SPAN LENGTH GREATER
THAN 14 FT OR LONGER.
CONN W/ 4-imd NAILS AT TOP 4 HURRICANE
CLIP 6 BOTTOM.
2X& (MIN.) NO. 2 YP
VALLEY FRAMING (TYP. SIMPSON LSTA12
�(OR EQUAL)
2X8 NO. 2 SPF
RIDGE BOARD
P�w�■OMOW] 10 92"T
25" MIN. LAP
F
f
I
I
I
II (1) 05 DOWEL
I IN COMER
I I
PLYWOOD SHEATHING
(4) imd -0 RIDGE
BOARD END
TRU55ES BELOW SHEATHED PRIOR
TO VALLEY FRAMING INSTALLATION
OR 6'-O" O.G. TOP CHORD
SIMPSON LSTA12 STRAP OR SIMPSON A22 TIE
a EA. RAFTER W/ 10-i0d NAILS
(TYP.)
2X6 CONT. W/BLEEPER, CLIPPED
OR 5TRAPPED TO TRU55 BELOW
m*lr FRAM iNG mr:T,41
25" MIN. LAP
_r =1= = =__
I • I
I
I(1) 05 DOWEL
II IN CORNER
FOOTING 4 STE1" iLUALL. REINFORCEMENT
TABLE 2304. 10. 1
FASTENING SCHEDULE
DESCRIPTION OF BUILDING ELEMENTS
NUMBER AND TYPE OF FASTENER
SPACING
AND LOCATION
Roof
3-8d common 2 x 0. 131. ; or
3-10d box (3' x 0. 128. ); or
1.
Blocking between ceiling joists, rafters or trusses to top
3-3' x 0.131' nails; or
Each end, toenail
plate or other framing below
3-3' 14 gage staples,crown
2-8d common S2j" X 0. 131')
2-3" x 0.131 nails
Each end, toenail
Blocking between rafters or truss not at the wall top plate,
2-3" 14 gage staples
to
rafter or truss
2-16 d common 3 x 0. 162)
3-3" x 0.131" nails
End nail
3-3" 14 gage staples
16d common ( 3j" X 0. 162") 0 6" o. c.
3'x 0. 131" nails 0 6" o.c.
Face nail
Flat blocking to truss and web filler
3" 14 gage staples 0 6'o.c.
3-8d common S21" X 0. 131")or
3-I0d box (3 x 0.128')or
Each joist, toenail
2.
Ceiling joists to top plate
3-3" 0.131" nails; or
3-3' 14 gage staples, " crown
3.
Ceiling joist not attached to parallel rafter.
3-16d common (2}" X 0.131")or
4-I0d box (3" x 0.128")or
laps over partitions (no thrust)
4-3'x 0.131" nails; or
Each and, toenail
(see Section 2308.7.3.1. Table 2308.7.3.1)
4-3" 14 gage staples, ?a' crown
4.
Ceiling joist attached to parallel rafter (heel joint) (see
per Table 2308.7.3.1
Face nail
Section 2308, 7. 3. 1, Table 2308. 7. 3. 1) Per Table 2308. 7. 3. 1
3-IOd common 3 X 0. 148 ; or
4-I0d box (3" x 0.128");or
5.
Collar tie to rafter
4-3" 0.131' nails; or
Face nail
4-3" 14 gage staples, j6' crown
3-10d common 3 X 0. 148 ; or
4-10d box (3" x 0. 128") ; or
6.
Rafter or roof truss to top plate
4-3" 0.131' nails; or
Face nail
(See Section 2308.7.5, Table 2308. 7. 5)
4-3" 14 gage staples, j' crown
2-16d common 3 1/2 X 0. 162 oor
3-10d box (3" x 0. 128') ; or
3-3' 0.131" nails; or
3-3' 14 gage staples, j" crown; or
End nail
7.
Roof rafters to ridge valley or hip rafters; or roof
3-10d common 3 1/2" X 0.148');or
rafter to 2-inch ridge beam
3-16d box (3 1/2" x 0.135");or
4-10d box (3"x 0128'); or
Toenail
4-3"x 0.131" nails; or
4-3" 14 a e sto les crown
16d common 3 1 2 X 0. 162
24 o. c. face
noil
lud common ;or
3-x 0.131' nails; or
I6'o.c. face
nail
8. Stud to stud (not at braced wall panels)
3-3" 14 gage staples, J" crown
16d common 3 1/2" X 0.162 ;
18'o.c. face
nail
9.
Stud to stud and abutting studs at intersecting wall
16d box 3 1/2- X 0.135 ;or
12 o.c. face
nail
3 x 0.131 nails; or
12"o.c. face
nail
corners (at braced wall panels)
3-3' 14 gage staples, &' crown
10.
Built-up header (2" to 2" header))
16d common 3 1 2 X 0.162
16'o.c. face
nail
16d box 3 1 2 X 0. 135 • or
12 o. c. face
nail
11.
Continuous header to stud 4-8d common (21/2. X 0. 131. );
4-8d common 2 1/2- X 0. 131 ;or
Toenail
4-10d box 3 x 0. 128
16d common 3 1 2 X 0. 162 ; or
18 o. c. face
nail
1 d common . 1 , or
12.
Top plate to top plate
3"x 0.131' nails; or
12'o.c. face
nail
3" 14 gage staples, ?6" crown
8-16d common 3 1/2' X 0.162 );or
Each side of
end joint, face
12-I0d box (3' x 0.128");or
nail
13.
Top plate to top plate, at end joints
12-3' 0.131" nails; or
(minimum 24'
lap splice length
12-3' 14 gage staples," crown
each side of
end joint)
16d common 3 1 2 X 0. 162 ; or
18 o. c. face
nail
14.
Bottom plate to joist, rim joist, band joist or blocking
10d box .1 ;or
3"x 0.131" nails; or
(not at braced wall panels)
12'o.c. face
nail
3" 14 gage staples, ?6' crown
2-16d common 3 1/2* X 0.162");or
15.
Bottom plate to joist, rim joist, band joist or blocking
3-16d box (3 1/2" x 0.135");or
at
braced wall panels
4-3" 0.131" nails; or
Toenail
4-3' 14 gage staples, ?S' crown
4-8d common 2 1 2- X 0. 131' : or
4-10d box (3" x 0.128`);or
Toenail
4-3" 0. 131' nails; or
4-3' 14 gage staples, &' crown
16.
Stud to top or bottom plate
2-16d common 3 1 Z X 0. 162 ); or
3-10d box (3" x 0.128');or
3-3' 0.131" nails; or
End nail
3-3' 14 gage staples, ?g' crown
2-16d common 3 1/2* X 0. 162 . or
3-10d box (3" x 0. 128");or
17.
Top or bottom plate to stud
3-3" 0.131" nails; or
End Hall
3-3" 14 gage staples, ?6" crown
2-16d common 3 1/2* X 0. 162 ; or
3-10d box (3- x 0. 128`) ; or
18.
Top plates, laps at corners and intersections
3-3" 0.131" nails; or
Face nail
3-3' 14 gage staples, J" crown
2-8d common 2 1/2' X 0.131 ; or
2-10d box (3" x 0.128");or
19.
1" brace to each stud and plat
2-3" 0.131" nails; or
Face nail
3-3" 14 gage staples,iV crown
2-8d common 2 1/2" X 0. 131 ; or
Face noil
20.
1'x6" sheathing to each bearing
3-10d box (3' x 0.128");or
21.
1"x8" and wider sheathing to each bearing
3-8d common 2 1/2* X 0. 131 ; or
3-10d box (3" x 0.128");or
Face noil
Floor
3-8d common (2 1/2' X 0. 131"); or
3-10d box (3" x 0.128");or
22.
Joist to sill, topplate, or girder
3-3" 0.131" nails; or
Toenail
3-3" 14 gage staples, &" crown
8d common 2 1/2' X 0. 131"); or
10d box (3" x 0. 128") ; or
23.
Rim joist, band joist, or blocking to top plate, sill or
3" 0.131" nails; or
6"o.c., toenail
other framing below
3" 14 gage staples, &" crown
2-8d common 2 1/2' X 0.131 ;or
Face nail
24.
1"x 6'subfloor or less to each ioist
2-10d box (3" x 0.128');or
25.
2" subfloor to Joist or Irder
2-16d common 3 1 2 X 0.182
Face nail
26.
2" planks lank & beam - floor & roof
2-16d common 3 1/2" X 0& 162
Each bearing,
face moil
32" o.c., face nail at top and
20d common (4"x 0.192")
bottom
staggered on
opposite sides)
10d common );or
24" o. c. , face no 1 at top and
27.
Built-up girders and beams, 2, lumber layers
3'x 0.131' nails; or
bottom
3" 14 gage staples, &' crown
staggered on
opposite sides)
2-20d common 4 X 0. 192 , or
3-I0d box (3' x 0.128");or
Ends and at each splice, face
3-3" 0. 131" nulls; or
nail
3-3" 14 gage staples, &" crown
3-16d common 3 1/2' X 0. 162 ; or
4-I0d box (3" x 0.128');or
Each joist or rafter, face nail
28.
Ledger strip supporting joists or rafters
4-3" 0.131- nails; or
4-3' 14 gage staples,&" crown
3-16d common 3 1/2' X 0. 162 ; or
4-I0d box (3" x 0.128');or
End nail
29.
Joist to band joist or rim joist
4-3" 0.131' nails; or
4-3" 14 gage staples, J" crown
3-16d common 3 1/2' X 0. 162 ; or
4-10d box (3" x 0.128");or
End nail
30.
Bridging or blocking to joist, rafter or truss
4-3' 0.131" nails; or
4-3" 14 gage staples, &" crown
Wood structural panels (WSP), subfloor, roof and Interior wall
sheathing to framing and particleboard wall sheathing to
framing
a
Edges
Intermediate
(inches)
supports
(inches)
8d common or deformed (2' x 0.113")
6
12
subfloor and wall
8d box or deformed (2 1/2'x 0.113')
6
12
roof
21'xO.113' nail (subfloor and wall)
6
12
"-
31.
3/8 1/2"
117 16 gage staple, ?$" crown
4
8
subfloor and wall
21" x 0.113, nail (roof)
4
8
1 3/4"16 gage staple,J"crown(roof)
3
5
8d common (2 1/2"x 0.131'); or
6
12
6d deformed 2"xO.113"
32.
19/32 ' - 3/4"
113a
2� x0. , nail;
12
2 16 e eta leor 7 16 crown
16
10d common (3" x 0. 148" ); or
6
12
33.
78 - 1`
8d deformed (2rx 0. 131")
Other exterior wall sheathing
11' galvanized roofing nail
(?6" head diameter);or
34.
1/2 "fiberboard sheathing b
11'. 18 gage staple with J"or 1"
3
6
crown
2-20d common 4 X 0. 192 ; or
35.
25/32. fiberboard sheathing b
3-I0d box (3' x 0.128");or
3
6
3-3" 0.131" nails; or
3-3" 14 gage staples, ?G" crown
Wood structural panels, combination subfloor underlayment to framing
8d common (2 1/2"x 0.131"); or
6
12
36,
4 " and less
6d deformed 2'xO.113'
'-
8d common (2 1/2"x 0.131'); or
6
12
37.
7/8 1'
6d deformed 2"xO.113'
38.
l j' 11"
10d common (3" x 0. 148') • or
6
12
8d deformed 2 1 2"xO.131"
Panel siding to framing
6d corrosion -resistant siding
( 11" X 0. 106") ; or
39.
1/2. or less
6d corrosion -resistant casing (2"X
6
12
0.099")
8d corrosion -resistant siding
40.
5/8'
(2 3/8' X 0. 128"); or
8d corrosion -resistant casing
6
12
(2 1/2-X 0. 113-)
Interior paneling
4d common (I 1/2"x 0.080"); or
8
12
41.
1"
4d finish 1 1/2" x 0.072"
42.
6d casing (2"x 0.099"); or
6
12
6d finish Panel supports at 24"
For S1: 1 inch - 25.4 mn.
a. Nails spaced at 6 inches at Intermediate supports where spans are 48 inches or more. For nulling of wood structural panel and
particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing.
b. Spacing shall be 6 inches on center on the edges and 12 inches on center at Intermediate supports for nonstructural applications.
Panel supports at 16 Inches (20 inches if strength axis in the long direction of the panel, unless otherwise marked).
c. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule and the calling joist is
fastened to the top plate in accordance with this schedule, the number of toenails in the rafter shall be permitted to be reduced by
one nail.
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PRODUCT APPROVAL INFORMATION SHEET (S)
EVALUATION REPORT FROM A PRODUCT EVALUATION ENTITY
fi FRODUCT Af FfR0VAL 5FECIFICATION 5HEET
MMAs squired by Florida Statute 553.842 and Florida Administration Code 513-12, please provide the information and approval numbers on
the building components listed below if they will be utilized on the construction product for which you are applying for a building permit. We
recommend you contact your local product supplier should you not know the product approval number for any or the applicable listed
products
Category / Subcategory
Manufacturer
Product Description
Approval Number(s)
Test Pressures
1. EXTERIOR DOORS
A swINGING
ThermaTru
Fiberclassic
FL 5891.1
+E1.0/-61.0 psf
ThermaTru
Smooth Star
FL 58912
+61JD / -61.0 psf
ThermaTru
ClassicCraft
FL 56SI3
+61.0 / -E1.0 psf
5. SLIDING
MI Windows and Doors
Series 420/430
FL 15332.1 - FL 15322B
+40.0 / -40.0 psf
G. SECTIONAL
Wayne -Dalton, a division of
Overhead Door Corporation
Model 0800016100 01101 - 01104
V Max width, 14' Max Height
FI 8248.1 - FI 8248.4
+22.S / -263 psf
+46.0 /-52D psf
Wayne -Dalton, a division of
Overhead Door Corporation
Model 0&000/5100 011211 - 0112E
16' Max width, 14' Max Height
FI 8248.E - FI 8248.9
+1530 / -11.0 psf
+46.0 /-52.0 psf
D. OTHER
2. wINDOwB
A. SINGLE HUNG
MI Windows and Doors
Series GA 195 Aluminum SH
FL 15211B
+50.0 / -50.0 psf
MI Windows and Doors
Series GA 5500 PVC SH
FL 15211.1 - FL 152113
+50.0 / -50.0 psf
B. HORIZONTAL SLIDER
MI Windows and Doors
Series HS 188
FL 15351.1 - FL 15351.E
+50.0 / -50.0 psf
MI Windows and Doors
Series 1E30 Single Slider
FL 21638.1 - FL 21638.11
+50.0 / -50-0 psf
C. FIXED
D. MULLION
E. OTHER
3. PANEL WALL
A SIDING
James Hardie Building
Products,inc.
Artisan®Lap Siding
FL 10411.1
5. SOFFITS
Alside
Solid and Vented Soffit
FL 15212.1 - FL 152122
+10.0 / -10.0 psf
o VINYL SIDING
Gertainteed Corp Siding
Products
Certainteed Vinyl vinyl Siding
FL1513.1
+N/A/-160.6
4. ROOFING PRODUCTS
A. ASPHALT SHINGLES
Certain Teed Corporation
CT20 (and AR), Landmark 30 / 40
(and AR) XT30 (and AR)
FL54441
N/A
A Metal Roofing
Union Corrugating Company
MasterRib Panel
FL9555.4
N/A
5. UNDERLAYMENTS
Tamko
151b Felt Underlayment
FL 12328.E
N/A
C. ROOFING FASTENERS
NOT USED
D. ROOF VENTILATION
Thompson Arch Metal Comp.
Off Ridge Vents
FL 5219.1 - FL 5219.4
N/A
Florida Metal Products, Inc.
Vent RViO
FL 2015.1
N/A
E. ROOFING TILES
Bora I Tile
Villa 900
FL-184924 - FL 184S26
N/A
F. OTHER
5. SHUTTERS
Global Protection Products
Galvanized Steel Storm Panels
FL 15016.1 - FL 150162
N/A
A. STORM PANELS
Global Protection Products
GPP Fabric Shutter Series 2000
FL 15068.1
N/A
Town and Country Industries
Safty Edge Storm Panels
FL 12856.1
+54.0 / -54.0 psf
6. STRUCTURAL
C.011 ENTs
Fastening Specialists, Inc.
Tie Max "Threaded Rod"
FL156636
A WOOD CONNECTORS / ANCHORS
USP Structural Conn.
see chart
Simpson Strong -Tie
see chart
5. TWOS PLATES
ITW Building Components
Alpine Truss Plates
FL 1999.1 - FL 1S99.4
N/A
Mitek Industries, Inc.
Truss Plates
FL 21S1.1 - FL 21S1.E
N/A
C. ENGINEERED LUM5ER
Boise Eng. Wood Prod.
Versa -Lam SP
FL 1644.1
N/A
Boise Eng. Wood Prod.
Wood -I -Joists ALL JOIST
FL 1645.1
N/A
Weyerhaeuser
Engineered lumber - TJI
FL 1630.1 - FL 1630.11
N/A
Weyerhaeuser
iLevel Rim Board, LVL, PSL, LSL
FL 6521.1 - FL 6521.4
N/A
D. MATERIAL
Cast -Crete Corp.
High Strength Concrete Lintels
FL 158.1
N/A
Powers Steel, Inc.
Power Box Lintels
FL 3119.1 , 5450.1 , 11363.1
N/A
A SINGLE PLY ROOF SYSTEMS
Mule -Hide Products Co., Inc.
Thermoplastic polyolefin single ply
roof Systems
FL121121
+N/A /-525
uU5F Connectors
1.15F Stock No.
Florida Statewide Product
Approva I No.
Evaluation Basis
t
A3
FLI1244.1
ESR-3455
HD210-2
FL132855
ESR-3445
WD212-2
FLl'i2323
ESR-344b
H0216
FL112323
ESR-3445
HD216-3
FL112323
ESR-3445
HD26
FLI12322
ESR-3445
HD28-2
FLi12323
ESR-3445
HD410
FLI1232.4
ESR-3445
W0412
FLI1232.4
ESR-3445
HD610
FLI1232.4
ESR-3445
1-100410
FLn2212
ER-0201
HCsAIOKT
FLI1236b
ESR-3448
HC%QIIOKT
FLI1699.1
Evaluation Report
HHCP2
FL11236.1
ESR-3448
WTAl6-18
FLi16802
Evaluation Report
WTA20-I0
FL116802
Evaluation Report
HTT4/HTTI6
FLI12192 - FL11324.1
ER-0200 - Evaluation Report
HTT5
FLI12192
ER-0200
WTWI6
FLn2448
ESR-3455
HTU120
FLn2448
ESR-3455
HTW24
FLI1244B
ESR-3455
WTW30
121_112448
ESR-3455
HTWMI6
FL62232
Evaluation Report
HTUlN20
FLi12448
ESR-3455
HUGT2
FL62233
Evaluation Report
HUGT3
FL62233
Evaluation Report
HUS210-2
FL11232.1
ESR-3455
HU6212-2
FL11232.1
ESR-3455
HUS26
FL11232.1
ESR-3455
HUS28
FL11232.1
ESR-3465
HUS28-2
FLr1232.1
ESR-3455
JL24
FLn2328
ER-0201
JL26
FL112328
ER-0201
JUS210-2
FL11232.12
ESR-3445
JUS24
FLn232.11
E5R-3445
JUS26
FL11232.12
ESR-3445
JUS26-2
FL11232.12
ESR-3445
JUS28
FL11232.12
EAR-3445
JUS46
FL11232.12
ESR-3445
KLEG3
FLn241.15
ESR-3444
KST260
FLn24IJ5
ESR-3445
LSTA12
FLn244.18
ESR-3445
LSTAI5
FL11244.18
ESR-3445
LSTAIS
FL11244.18
ESR-3445
LSTA24
FLI1244.18
ESR-3445
LSTA30
FL11244JD
ESR-3445
LSTA36
FL11244.18
ESR-3445
LTSI9
FLI12193
ER-0200
LTS205
FL112193
ER-0200
LTT131
FL112193
ER-0200
LTW12
FLn2448
ESR-3455
LUGT2
FL112402
ESR-3441
MP3
FLn24422
ESR-3455
MP34
FLI124423
ESR-3455
MP4F
FL1124424
ESR-3455
MP5
FLI124422
ESR-3455
MPH3516
FL112403
ESR-3441
MSTA12
PLI1244.18
ESR-3455
MSTAI5
FLI1244.18
ESR-3455
MSTAIB
FL11244.18
ESR-3455
MSTA24
FLn244.18
ESR-3455
MSTA36
FLI1244.18
ESR-3455
MSTC40
FLI124426
ESR-3455
MSTC52
FL1124426
ESR-3455
MTU 12
FLI12448
ESR-3455
MTWib
FL112448
ESR-3455
MTWIB
FLn244.8
ESR-3455
MTU120
FL11244D
ESR-3455
MUGT15
FLI12405
ESR-3441
NFM3r7X12
FL5182
Evaluation Report
NFM35XI6U
FL5183
Evaluation Report
PAU44
FL171239.13
ESR-3449
PAU66
FLn239.13
ESR-3449
PH02A
FLn211JA
ER-0200
PHX113516
FL1124120
ESR-3444
RFUS
FL62235
Evaluation Report
R5150
FLI124421
ESR-3455
RTIS
FLI1236.11
ESR-3448
RTI6
FL11236.10
ESR-3448
RT16-2
FL11236.10
ESR-3448
RTi6A
FLI1236.10
ESR-3448
RT3A
FLn236.11
ESR-3446
RT4
FL11236.11
ESR-3448
RT5
FLI1236.11
ESR-3448
RTZ
FLn236.11
ESR-3448
RTZA
FLn236.11
ESR-3448
RTBA
FL11236.11
ESR-3448
SPT22
FL11124430
ESR-3455
SPT24
PLI124431
ESR-3455
SPT4
FLI124432
ESR-3455
SPT6
FLI124432
ESR-3455
$PTO
FLI124432
ESR-3455
SPTH4
FLn24432
ESR-3455
SPTH6
FL1124432
ESR-3455
SPTHS
FL1124432
ESR-3455
SUH24
FLn232J4
ESR-3455
TH028
FL11232.11
ESR-3445
THD28-2
FL11232.11
ESR-3445
TW0410
FL11232.11
ESR-3445
THD412
FL11232.11
ESR-3445
TH0612
FL11232.11
ESR-3445
TWOW414
FLn232.11
ESR-3445
UPHDB
FLn219b
ER-0200
USC53
FL2033.1
Evaluation Report
UGTS3F
FL2033.1
Evaluation Report
UGTS53
FL2033.1
Evaluation Report
GEL1-10
FL11241.1
ESR-1102
GELl-22
PLI124IJ
ESR-1102
5 i1„ P50N Connectore
Simpson Stock No.
Florida Statewide Product Approval No.
Evaluation Report Basis
A23
FL104462
ESR-2606
HU210-2
FL10655.20
ESR-2549
WW212-2
FLI065523
ESR-2549
HU2b
FLI0655.29
ESR-2549
HU28-2
FL1065529
ESR-2549
HU410
FL1065531
ESR-2549
HU412
FL1065534
ESR-2549
1_11.1610
FLI0655.44
E5R-2549
W0412
FL10655.45
ESR-2549
HD610
FLi065551
ESR-2549
HUCQ410
FL11468.11
SIM200804
HGAIOKT
FLI1410.4
SIM OO803
HCAMiOKT
FLI1410.4
SIM OO803
HCP2
FL104412
ESR-2551
HETAI6
FL114135
SIM200802
HETA20
FL114135
SIM2008M
HTTI6
FL114135
ES-0130
HTT22
FL114135
ES-0130
HTSI6
FL1045622
ESR-2613
HTS20
FLO45623
ESR-2613
WTS24
FLI045624
£SR-2613
WT530
FLIC45626
ESR-2613
HTSMI6
FL11413JI
SIM2008M
HTSM20
FL11413JI
SIM2000M
HGT2
FLI0456.18
ESR-2613
HGT3
FLI0456.19
ESR-2613
H115210-2
FLi0655.92
ESR-2549
HUS212-2
FLI0655.93
ESR-2549
HUS26
FLI0655.94
ESR-2549
HUS28
FLi0655.96
ESR-2549
HUS28-2
FLI0655.91
ESR-2549
LU24
FL10655.103
ESR-2549
1-1.126
FLI0655.104
ESR-2549
LUS210-2
FLI0655.101
ESR-2549
LUS24
121_10655.109
ESR-2549
LUS26
FLI0655.111
ESR-2549
LUS26-2
FL10655.112
ESR-2549
LUS28
FL10655.113
ESR-2549
LUS46
FLI0655.118
ESR-2549
LEGS
FLi0661.11
ESR-2615
MST60
FLI0852.1
ESR-2105
LSTA12
FL10852A
ESR-2105
LSTAI5
FL10852.4
ESR-2105
LSTAIS
FLI0852.4
ESR-2105
LSTA24
FL10852.4
ESR-2105
LSTA30
FL10852.4
ESR-2105
LSTA36
FL108525
ESR-2105
LTTI9
FL114963
ER-130
LTT205
FLI14963
ER-130
LTTI31
FLI14%3
ER-130
LTS12
FLI045629
ESR-2613
LGT2
FL11410.1
SIM200803
L830
FL10446.15
ESR-2606
A34
FLI04463
ESR-2606
LPT4
FL10446J9
ESR-2606
LS50
FI- 0446.16
ESR-2606
11,M1416
FLIC66186
ESR-2615
MSTA12
FL10852B
ESR-2105
MSTA15
FLI08528
EM-2105
MSTAIB
FL10852.9
ESR-2105
MSTA24
FL10852.9
ESR-2105
MSTA36
FL10852.9
ESR-2105
MSTC40
FLI0852.1i
ESR-2105
MSTC52
FL10852JI
ESR-2105
MT512
FL1045633
ESR-2613
MT616
FL1045634
ESR-2613
MTSU3
FLI045635
ESR-2613
MTUI20
FL1045636
ESR-2613
MGT
FL11410.9
SIM200803
MBHA356/1125
FL10866.12
ESR-2616
M5HA356/I6
FL10866.12
ESR-2616
A51144
FL10860.4
ESR-1622
A9U66
FLI0860.4
ESR-1622
HCW-SDS25
FI-0441A
ESR-2330
GLTV3516
FL106618
ESR-2615
FGTR
FL114132
SIM2008M
C516
FLI0852.1
ESR-2105
HI
FL10456B
E51R-26M
1110
FLi0456.6
ESR-2613
HI0-2
F1-10456.1
ESR-2613
HIOA
119L10456b
ESR-2613
H3
FL1045 6.13
ESR-2613
H4
FL10456.14
ESR-2613
H5
1=1_I0456.15
ESR-2613
H25
FLI0456.11
ESR-2613
H25A
FL10456J2
ESR-2613
H8
FL114103
SIM200803
SPl
FLIC456.41
ESR-2613
SP2
FLI0456A2
ESR-2613
SP4
FL10456A3
ESR-2613
SP6
FLI0456.44
ESR-2613
SPS
FLI0456.45
ESR-2613
SPH4
FI- 0456.46
ESR-2613
SF446
FLIC456.41
ESR-2613
SPHS
FL10456AS
ESR-2613
U24
FL10655J41
ESR-2549
HHUS28-2
FL106553
ESR-2549
WHUS410
FL10655.4
ESR-2549
HGUS525/12
FLI1468.11
SIM200804
HG1.15414THOH414
FL11468.10
SIM200804
HDQ5-SDS3
FL1044IJ
ESR-2330
R5C
FL11418b
ES-0112
MSTAM24
r-L11413.IS
SIM2000M
MSTAM36
FL11413.19
SIM200802
MSTCM40
FLI1413.19
SIM200802
HI-ETA20
FLI1413.9
SIM2008M
LGT3-50525
FL11410.1
SIM200803
LGUM26-2-
FLII413.12
SIM2008M
COVER SHEET
THE INFORMATION PROVIDED IS OF THE PRODUCTS INTENDED FOR
USE IN THE CONSTRUCTION OF THIS PROJECT. ALTERNATIVE
PRODUCTS WITH FLORIDA PRODUCT APPROVAL (S) MAY BE
SUBSTITUTED. SUPPORTING DOCUMENTATION SHALL BE SUPPLIED
AND THE RESPONSIBILITY OF CONTRACTOR AND OR OWNER.
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