HomeMy WebLinkAbout39108 5th AveIF
WIND DE61GN INFORMATION
I. Wind Speeds of 13S MPH Vult 4 108 MPH Vasd
2. Risk Category = II
3. Exposure Category B
4. Enclosed Building, (GCpi = +/- 0.18)
5. Component 4 Cladding Pressures (PSF):
R = 18.2,-1&k W = 33.2,-43.4 OH= -110b
NOTE: WIND LOAD CALCULATIONS ARE BASED ON
'WORST CASE'. ALL CONNECTORS WILL BE UNIFORM
FOR SIMILAR USES.
THIS STRUCTURE HAS BEEN DESIGNED TO WITHSTAND
INTERNAL PRESSURES, ENCLOSED BUILDING.
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BUILDING CONSTRUCTION NOTES
I. This Addition is to the 6th Edition (2011) FEBC (Florida Building Code) type construction
requirements. Construction shall comply with local County 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 properiy prepared and cured to manufacturer's
instruction prior to painting. Paint shall be "First line" produced by PORTER, SHERWIN
WILLIAMS, or equal with colors selected by 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 CORNING silicon of type for application. Use foam back-up
rods as required at wide joints. Use acoustical foam sealants by DAP or TREMCO at
sound proofing applications at openings or cracks.
5. Energy Code - These plans where designed with common design practices. However, this does not
guarantee that this plan will pass the "Florida Energy Code". These plans shall be reviewed by a
proper i-IVAC professional and shall pass the "Florida Energy Code" or recommendations from such
F'rofessional shall be provided to the Home Designer (Corner Stone Design Group, Inc.) so as to
meet such requirements.
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R I G H T a I D
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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
1
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 (cost 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 cotto (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 buildingilibft finish floor elevations on
masonry construction only. 'C F� SHALL
5. Masonry veneers constructed ^FA79'�bEQ�rmc
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I I DOOR SIZE FEET (HGT. 6'-8" I I
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NEW WALL / EXISTING
I I WALL CONNECTION 11
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NEW WALL / EXISTING
WALL CONNECTION
A
M
11 NEW LIVING (1st. STY.): 143 SF
DOOR SCHEDULE,
OUT
SWING DOORS
DOOR
DISCRPTION
FRAME
ROUGH OPENING
BLOCK
ROUGH
2868
34"
x
80 7/8"
37"
x
82
3/8"
3068
38"
x
80 7/8"
41"
x
82
3/8"
3068
w/
SINGLE 1068
LIGHT
51 1/2"
x 80 7/8"
54
1/2"
x
82 3/8"
3068
w/
DOUBLE 1068
LIGHT
65"
x
80 7/8"
68"
x
82
3/8"
6068
75"
x
80 7/8"
78"
x
82
3/8"
2880
34"
x
96 7/8"
37"
x
98
1/2"
3080
38"
x
96 7/8"
41"
x
98
1/2"
3080
w/
SINGLE 1080
LIGHT
51 1/2"
x 96 7/8"
54
1/2"
x
98 1/2"
3080
w/
DOUBLE 1080
LIGHTS
65"
x
96 7/8"
68"
x
98
1/2"
6080
75"
x
96 7/8"
78"
x
98
1/2"
6080
w/
DOUBLE 1080
LIGHTS
102
1/4"
x 96 7/8"
105
1/4"
x
98 1/2"
6080
w/
DOUBLE 3080
LIGHTS
150
1/4"
x 96 7/8"
153
1/4"
x
98 1/2"
6080
w/
DOUBLE 2880
LIGHTS
142
1/4"
x 96 7/8"
145
1/4"
x
98 1/2"
6080
w/
DOUBLE 1280
LIGHTS
69"
x
96 7/8"
72"
x
98
1/2"
*NOTE: THE ABOVE DOOR CHART FITS MOST DOOR MANUFACTURERS DOORS
HOWEVER THE CONTRACTOR SHALL VERIFY WITH CHARTS / DOCUMENTATION
PROVIDED WITH SPECIFIC DOOR MANUFACTURER
LEGEND
DOOR SIZE FEET (HGT. 6'-8"
UNLESS NOTED OTHERWISE)
DOOR SIZE INCHES
PRE -HUNG (PH) or WRAP (W)
or POCKET (PKT)
wlNDow s1zE
34 SH
® FRAME WALL
WINDOW ROUGH
OPENING CHART
WINDOW
CODE
BLOCK CONSTRUCTION
(1/2" FLANGE)
FRAME CONSTRUCTION
(1/2" FLANGE)
WIDTH HEIGHT
WIDTH HEIGHT
12 SH
19 7/8""
x
26"
19 1/4- x
26 1 /4"
13 SH
19 7/8""
x
38 3/8"
19 1/4" x
38 5 8"
14 SH
19 7/8""
x
50 5/8"
19 1/4" x
50 7/8"
15 SH
19 7/8" "
x
63"
19 1/4- x
63 1 /4"
16 SH
19 7/8""
x
76 3 4"
19 1/4- x
76 3 4"
H32 SH
27 1/4"
x
26"
26 5/8" x
26 1/4"
H33 SH
27 1/4"
x
38 1/4"
26 5/8" x
38 5/8"
H34 SH
27 1/4"
x
50 5 8"
26 5/8" x
50 7 8"
H35 SH
27 1/4"
x
63"
26 5/8" x
63 1/4'
H36 SH
27 1/4"
x
76 3 4"
26 5/8" x
76 3 4"
22 SH
37 3 4"
x
26"
37 1 8" x
26 1 4"
23 SH
37 3 4"
x
38 1/4"
37 1 8" x
38 5/8"
24 SH
37 3 4"
x
50 5/8"
37 1 8" x
50 7/8"
2WE SH
37 3 4"
x
56"
37 1 8" x
56 1/4"
25 SH
37 3 4"
x
63"
37 1 8" x
63 1/4"
26 SH
37 3 4"
x
76 3 4"
37 1 8" x
76 3 4"
32 SH
53 7/8"
x
26'
53 1/4 x
26 1/4"
33 SH
53 7/8"
x
38 1/4"
53 1/4" x
38 5/8-
34 SH
53 7/8"
x
50 5/8"
53 1/4- x
50 7/8"
3WE SH
53 7/8"
x
56"
53 1/4" x
56 1/4"
35 SH
53 7/8"
x
63"
53 1/4" x
63 1/4"
36 SH
53 7/8"
x
76 3 4"
53 1/4" x
76 3 4"
(2) 22 SH' s
74 3 4"
x
26"
CHECK WITH MANUF.
(2) 32 SH' s
107"
x
26"
CHECK WITH MANUF.
(2) 23 SH' s
74 3 4"
x
38 1/4"
CHECK WITH MANUF.
(2) 33 SH' s
107"
x
38 1/4-
CHECK WITH MANUF.
(2) 24 SH's
74 3 4"
x
50 5/8"
CHECK WITH MANUF.
(2) 34 SH's
107"
x
50 5/8"
CHECK WITH MANUF.
(2) 25 SH* s,
74 3 4"
x
63"
CHECK WITH MANUF.
(2) 35 SH' s
1 107"
x
63"
CHECK WITH MANUF.
*NOTE: THE ABOVE WINDOW CHART FITS MOST WINDOW MANUFACTURERS
WINDOWS HOWEVER THE CONTRACTOR SHALL VERIFY WITH CHARTS /
DOCUMENTATION PROVIDED WITH SPECIFIC WINDOW MANUFACTURER
If FRAMING NOTES: II
ALL INTERIOR DIMENSIONS ARE GIVEN TO THE INDICATED
CENTER OF THE STUD UNLESS NOTED OTHERWISE.
ALL EXTERIOR DIMENSIONS ARE GIVEN TO THE FACE OF THE
STUD OR FACE OF BLOCK (AS APPROPRIATE) WHICH LINES
WITH THE FOUNDATION BELOW.
ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED OR APPROVED CEDAR, OR HAVE 15 LB.
FELT BARRIER.
SEE SHEETS - S1, S2 AND ADDITIONAL "S" SHEETS
FOR ADDITIONAL STRUCTURAL DETAILS / NOTES
R602.1 GENERAL. WOOD AND WOOD -BASED PRODUCTS USED
FORLOAD-SUPPORTING PURPOSES SHALL CONFORM TO THE
APPLICABLE PRO -VISIONS OF THIS SECTION.
R602. 1. 1 SAWN LUMBER. SAWN LUMBER SHALL BE
IDENTIFIEDBY A GRADE MARK OF AN ACCREDITED LUMBER
GRADING ORINSPECTION AGENCY AND HAVE DESIGN VALUES
CERTIFIED BY ANACCREDITATION BODY THAT COMPLIES WITH
DOC PS 20. IN LIEUOF A GRADE MARK, A CERTIFICATION OF
INSPECTION ISSUED BY ALUMBER GRADING OR INSPECTION
AGENCY MEETING THE REQUIRE-MENTS OF THIS SECTION SHALL
BE ACCEPTED.
R602. 1.2 END -JOINTED LUMBER. APPROVED
END-JOINTEDLUMBER IDENTIFIED BY A GRADE MARK
CONFORMING TO SECTONR602.1 SHALL BE PERMITTED TO BE
USED INTERCHANGEABLY WITHSOLID-SAWN MEMBERS OF THE
SAME SPECIES AND GRADE. END -JOINTED LUMBER USED IN AN
ASSEMBLY REQUIRED ELSEWHERE INTHIS CODE TO HAVE A
FIRE -RESISTANCE RATING SHALL HAVE THE
DES-IGNATION WHEAT RESISTANT
ADHESIVE" OR "HRA" INCLUDED INITS GRADE MARK.
R602. 1.3 STRUCTURAL GLUED -LAMINATED TIMBERS.
GLUED -LAMINATED TIMBERS SHALL BE MANUFACTURED AND
IDENTIFIED ASREQUIRED IN ANSI/AITC A190.1 AND ASTM
D3737.
R602.1.4 STRUCTURAL LOG MEMBERS. STRUCTURAL LOG
MEM-BERS SHALL COMPLY WITH THE PROVISIONS OF ICC 400.
R602. 1. 5 STRUCTURAL COMPOSITE LUMBER.
STRUCTURALCAPACITIES FOR STRUCTURAL COMPOSITE LUMBER
SHALL BE ESTAB-LISTED AND MONITORED IN ACCORDANCE WITH
ASTM D5456.
R602.1.6 CROSS -LAMINATED TIMBER. CROSS -LAMINATED
TIM-BER SHALL BE MANUFACTURED AND IDENTIFIED AS
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 07672.
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 WTH THAT STANDARD.
R602. 1 GENERAL. WOOD AND WOOD -BASED PRODUCTS USED
FORLOAD-SUPPORTING PURPOSES SHALL CONFORM TO THE
APPLICABLE PRO -VISIONS OF THIS SECTION.
R602. 1.8 WOOD STRUCTURAL PANELS. WOOD STRUCTURAL
PANELSHEATHING SHALL CONFORM TO DOC PS 1, DOC PS 2 OR,
WHENMANUFACTURED IN CANADA. CSA 0437 OR CSA 0325.
PANELSSHALL BE IDENTIFIED FOR GRADE, BOND
CLASSIFICATION, AND PER-FORMANCE CATEGORY BY A GRADE
MARK OR CERTIFICATE OFINSPECTION ISSUED BY AN APPROVED
AGENCY.
R602.1.9 PARTICLEBOARD. PARTICLEBOARD SHALL CONFORM
TOANSI A208.1. PARTICLEBOARD SHALL BE IDENTIFIED BY
THEGRADE MARK OR CERTIFICATE OF INSPECTION ISSUED BY
ANAPPROVED AGENCY.
R602.1.10 FIBERBOARD. FIBERBOARD SHALL CONFORM TOASTM
C208. FIBERBOARD SHEATHING, WHERE USED STRUCTUR-ALLY,
SHALL BE IDENTIFIED BY AN APPROVED AGENCY AS
CON -FORMING TO ASTM C208.
R602.2 GRADE. STUDS SHALL BE A MINIMUM NO. 3, STANDARD
ORSTUD GRADE LUMBER.
EXCEPTION: BEARING STUDS NOT SUPPORTING FLOORS AND
NON -BEARING STUDS SHALL BE PERMITTED TO BE UTILITY
GRADE LUMBER,PROVIDED THE STUDS ARE SPACED IN
ACCORDANCE WITH TABLER602.3(5).
R602.3 DESIGN AND CONSTRUCTION. EXTERIOR WALLS OF
WOOD -FRAME CONSTRUCTION SHALL BE DESIGNED AND
CONSTRUCTED INACCORDANCE WITH THE PROVISIONS OF THIS
CHAPTER AND FIGURESR602. 3( 1) AND R602.3(2). OR IN
ACCORDANCE WITH AWC NDS.COMPONENTS OF EXTERIOR WALLS
SHALL BE FASTENED IN ACCORDANCEWITH TABLES R602.3(1)
THROUGH R602.3(4). WALL SHEATHINGSHALL BE FASTENED
DIRECTLY TO FRAMING MEMBERS AND, WHEREPLACED ON THE
EXTERIOR SIDE OF AN EXTERIOR WALL, SHALL BE CAPA-BLE
OF RESISTING THE WIND PRESSURES LISTED IN TABLE
R301.2(2)ADJUSTED FOR HEIGHT AND EXPOSURE USING TABLE
R301.2(3) ANDSHALL CONFORM TO THE REQUIREMENTS OF
TABLE R602.3(3). WALLSHEATHING USED ONLY FOR EXTERIOR
WALL COVERING PURPOSES SHALLCOMPLY WITH SECTION R703.
STUDS SHALL BE CONTINUOUS FROM SUPPORT AT THE SOLE
PLATE TO ASUPPORT AT THE TOP PLATE TO RESIST LOADS
PERPENDICULAR TO THEWALL. THE SUPPORT SHALL BE A
FOUNDATION OR FLOOR, CEILING ORROOF DIAPHRAGM OR SHALL
BE DESIGNED IN ACCORDANCE WITHACCEPTED ENGINEERING
PRACTICE.
EXCEPTION: JACK STUDS, TRIMMER STUDS AND CRIPPLE STUDS
ATOPENINGS IN WALLS THAT COMPLY WITH TABLES R602.7(1)
ANDR602. 7(2) .
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1 I a 48" O.G. (TYP.)
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ENGINEER'S NOTES
(I.) ALL WORK TO BE DONE ACCORDING TO 6th Edition (2011) FEBC (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 RESPONSIBILITY 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.TM.
SPECIFICATION C-94. ALL CONCRETE MODULAR UNITS SHALL HAVE A
COMPRESSIVE STRENGTH OF IWO PSI WITH TYPE M OR S MORTAR, 2000 PSI.
(6J SLAB ON FILL :
INTERIOR CONCRETE SLABS POURED ON FILL TO BE POURED OVER WATERPROOF
MEMBRANES. ALL SLABS TO BE REINFORCED WITH 6X6 10/10 WELDED WIRE MESH.
CI.) LUMBER :
1. STORE LUMBER OFF GROUND. KEEP WELL VENTILATED AND COVERED.
2. CURRENT EDITION, ASSOCIATION GRADING RULES GOVERN.
3. ALL LUMBER SHALL BEAR GRADE MARK OF AN ASIC BOARD OF REVIEW
AGENCY.
4. ANY SPECIES ALLOWED UNLESS OTHERWISE NOTED.
5. SIZES ARE NOMINAL. ACTUAL SIZES SHALL CONFORM TO AMERICAN
LUMBER STANDARD PS 20-10,
6. MOISTURE CONTENT OF LUMBER 2" OR LESS IN THICKNESS SHALL BE IS
OR LESS AT THE TIME OF INSTALLATION.
(8.) TERMITE TREATING :
SOIL BELOW STRUCTURE TO BE TERMITE TREATED TO A DISTANCE OF 5'-0"
BEYOND THE PERIMETER LINES OF THE BUILDING.
(S.) ALL STEEL SHALL BE 40 KSI WITH A MINIMUM CLEAR COVER OF 3" AGAINST
SOIL, AND SHALL HAVE A MINIMUM LAP OF 40 TIMES THE DIAMETER OF THE
REBAR.
(10.) 2"XI2" HEADERS SHALL BE 2-2"XI2" LAMINATED W/ 1/2" PLYWOOD GLUED W/
CONSTRUCTION ADHESIVE AND NAILED W/ 5-0160 COMMONS 16" O.G. TO MEET
LOADS AS INDICATED.
(IIJ ALL FASTENERS SHALL COMPLY WITH THE DESIGN LOADS.
(12.) CONTRACTOR SHALL HAVE MANUFACTURERS SPECIFICATIONS (CUT SHEETS)
ON SITE AT THE TIME OF INSPECTION, FOR REVIEW BY THE BUILDING INSPECTOR,
TO MEET LOADS AS INDICATED.
11 LEGEND
- - CONTROL JOINT (SAW CUT)
10000' FINISHED FLOOR ELEVATION
(ASSUMED DATUM)
• TIE MAX BOLTS a 6'-0" O.G. t
12" FROM ANY CORNER
WINDOW OR DOOR OPENING
LOCATIONS
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 subgrode and the concrete floor
slab, 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 an 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.
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PLAN 0 21 4' I I IELEGTR I GAL PLAN
INTERIOR ELECTRICAL 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
' e VANITY COUNTER
0
® STANDARD
DUPLEX OUTLET
c�p� mm
�t d -
0
B
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ELECTR I CAL SYMBOLS LEGEND
CEILING LIGHT
{R} RECESSED CAN LIGHT
`0 110V DUPLEX RECEPTACLE
6 220V OUTLET
110V GF.I. OUTLET
SWITCHED DUPLEX REC.
® OUTLET (HWH, AH, ETC.)
SINGLE POLE SWITCH
THREE WAY LIGHT SWITCH
vy GARAGE DOOR OPENER
200 AMP. PANEL
%r-------- SHOP FLUORESCENT
- - - - - - - - LIGHT
2'X 4' FLUORESCENT
LIGHT
_-Q_- TRACK LIGHTING
N1.1.1�1.1�1• •1.1� •1•1.1� •1�
BEAUTY BAR LIGHT
BRACE 4
PRE -WIRE
FOR FAN
® TELEVISION PRE -WIRE
Q TELEPHONE PRE -WIRE
Q
SMOKE ALARM
®
CARBON MONOXIDE
DETECTOR
O
JUNCTION BOX
n
PUSH BUTTON (G.D.O.,
T
CHIMES, ETC.)
FLOOD LIGHT
®
DOOR BELL CHIME
ELECTRICAL WIRING
L J LJEXHAUST
FAN
®Q
LIGHT/EX. FAN
ALL ELECTRICAL SWITCHES,
OUTLETS, ETC. TO BE MOUNTED
ABOVE THE BASE FLOOD
ELEVATION. (SEE SITE PLAN
FOR BASE ELEVATION)
ELECTRICAL NOTES
ALL WORKMANSHIP AND MATERIALS SHALL CONFO M 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 AUG. REINFORCING BARS SHALL BE
PERMITTED TO BE 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 TO ARCING AND BY FUNCTIONING TO
DE-ENER31ZE THE CIRCUIT WHEN AN ARC FAULT 18 DETECTED.
(B) DWELLING UNITS. ALL 120-VOLT, SINGLE PHASE, IS- AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS
INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS,
BEDROOMS, SUNROOMS, 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 IS ISSUED AND HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, A
FIREPLACE, AN ATTACHED GARAGE, OR OTHER FEATURE, FIXTURE, OR ELEMENT THAT EMITS CARBON MONOXIDE AS A
BYPRODUCT OF COMBUSTION SHALL NAVE 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.
R315.1.1 CARBON MONOXIDE ALARM. THE REQUIREMENTS OF SECTION R315.1 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) AHARD-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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r6130
.3 Exterlor windows, sliding and patio glass doors.
3.1
Testing and labeling. Exterior windows and glass doors shall be tested by an approved independent testing laboratory, and shall be labeled to
indicate compliance with the requirements of one of the following specifications:
ANSI/AAMA/NWWDA101/I.S.2 or ANSI/AAMA/WDMA 101/I.S.2/NAFS or AAMA/WDMA/CSA 101/I.S.2/A440 or TAS 202 (HVHZ shall comply with TAS 202 utilizing ASTM E 1300-98
or ASTM E 1300-04 02).
Exterior windows and sliding glass doors shall be labeled with a permanent label, marking, or etching providing traceability to the manufacturer and product.
The following shall also be required either on a permanent label or on a temporary supplemental label applied by the manufacturer: information identifying
the manufacturer, the product model/series number, positive and negative design pressure rating, product maximum size, glazing thickness, impact -resistance
rating if applicable, Florida Product Approval number or Miami -Dade Product Approval number, applicable test standard(s), and approved product certification
agency, testing laboratory, evaluation entity or Miami -Dade Product Approval.
The labels are limited to one design pressure rating per reference standard. The temporary supplemental label shall remain on the window or door until final
approval by the building official.
Exceptions:
1. Door assemblies installed in nonhobitoble areas where the door assembly and area are designed to accept water infiltration need not be tested for water
infiltration.
2. Door assemblies installed where the overhang (OH) ratio is equal to or more than 1 need not be tested for water infiltration. The overhang ratio shall be
calculated by the following equation:
OH ratio = OH length/OH height
Where:
OH length The horizontal measure of how for an overhang over a door projects out from door's surface.
OH height = The vertical measure of the distance from the door's sill to the bottom of the overhang over a door.
3. Pass -through windows for serving from a single-family kitchen, where protected by a roof overhang of 5 feet (1.5 m) or more shall be exempted from the
requirements of the water Infiltration test.
4. Decorative glazed openings.
Gloss Strength: Products tested and labeled as conforming to ANSI/AAMA/NWWDA 101/I.S.2 or ANSI/AAMA/WDMA 101/I.S.2/NAFS or AAMA/WDMA/CSA 101/I.S.2/A440 or
TAS 202 shall not be subject to the requirements of the Florida Building Code, Building. Determination of load resistance of glass for specific loads of
products not tested and certified In accordance with Section R613.3.1 sholl be designed and labeled to comply with ASTM E 1300. The temporary supplemental
label shall designate the type and thickness of glass or glazing material.
Glass Strength: Products tested and labeled as conforming to ANSI/AAMA/NWWDA 101/I.S.2 or 101/I.S.2/NAFS or AAMA/WDMA/CSA 101/I.S.2/A440 or TAS 202 shall not
be subject to the requirements of the Florida Building Code, Building. Determination of load resistance of glass for specific loads of products not tested
and certified in accordance with Section R613.3.I shall be designed and labeled to comply with ASTM E 1300. The supplemental label shall designate the type
and thickness of glass or glazing material.
R308.6.9 Testing and labeling of skylights. Exterior skylights shall be tested by an approved independent testing laboratory, and shall be labeled to
indicate compliance with the requirements of one of the following specification:
ANSI/AAMA/WDMA 101/I.S_2/NAFS or AAMA/WDMA/CSA 101/1.S.2/A440, or TAS 202 (HVHZ shall comply with TAS 202).
Exterior skylights shall be labeled with a permanent label, marking, or etching providing traceability to the manufacturer and product. The following shall
also be required either on a permanent label or on a temporary supplemental label applied by the manufacturer: information Identifying the manufacturer, the
product model/series number, positive and negative design pressure rating, product maximum size, type and thickness of glass or glazing material,
impact -resistance rating if applicable, Florida Product Approval number or Miami -Dade Product Approval number, applicable test standard(s), and approved
product certification agency, testing laboratory, evaluation entity or Miami -Dade Product Approval.
Labels are limited to one design pressure rating per reference standard. The temporary supplemental label shall remain on the skylight until final approval
by the building official.
R613.3.2 Comparative Analysis Label. A temporary supplemental label conforming to AAMA 203. Procedural Guide for the Window Inspection and Notification
System, shall be acceptable for establishing and communicating the calculated allowable design pressures higher than indicated on the label required by
Section R613.3.1 for window or door sizes smaller than that required by the ANSI/AAMA/NWWDA 101/I.S.2 or ANSI/AAMA/WDMA 101/I.S.2/NAFS or AAMA/WDMA/CSA
101/I.S.2/A440 test requirements. This temporary supplemental label shall be applied by the manufacturer and remain on the window or door until final
approval by the building official.
Exception 1:
Comparative analysis of operative windows and glazed doors may be made, provided the proposed unit complies with the following:
1. Shall always be compared with a tested and currently approved unit.
2. Varies only in width, height and/or load requirements.
3. Shall not exceed 100 percent of the proportional deflection for fiber stress of the intermediate members of the approved unit.
4. Shall conform as to extruded members, reinforcement and in all other ways with the tested approved unit.
5. Shall not exceed 100 percent of the concentrated load at the juncture of the Intermediate members and the frame of the approved unit.
6. Shall not permit more air and water Infiltration than the approved unit based on the height above grade.
7. Compared unit shall not exceed the maximum cyclic pressure when tested per TAS 203 or ASTM E 1886 and ASTM E 1996.
Exception 2:
Comparative analysis of fixed glass windows may be made, provided the proposed unit complies with the following:
1. Shall always be compared with a tested and currently approved unit.
2. Varies only in width, height and/or load requirements.
3. The design is identical in all respects, e.g., extrusions, glazing system, joinery, fasteners, etc.
4. Shall not permit more air and water infiltration than the approved unit based on height above grade.
5. The maximum uniform load distribution (ULD) of any side is equal to the uniform load carried by the side divided by the length of the side.
6. The ULD of any member must not exceed the ULD of the corresponding member of the tested window.
7. The uniform load distribution on each member shall be calculated in accordance to Section 2, Engineering Design Rules, of the AAMA 103.3 Procedural
Guide.
8. Compared unit shall not exceed the maximum cyclic pressure when tested per TAS 203 or ASTM E 1886 and ASTM E 1996.
R613.4 Exterior door assemblies. Exterior door assemblies not covered by Sections R613.3 or R613.4.3 shall comply with Sections R613.4.1 or R613.4.2.
R613.4.1 Exterior door assemblies shall be tested for structural integrity In accordance with ASTM E 330 Procedure A at a load of 1.5 times the required
design pressure load. The load shall be sustained for 10 seconds with no permanent deformation of any main frame or panel member in excess of 0.4 percent of
its span after the load is removed. HVHZ shall comply with TAS 202. After each specified loading, there shall be no glass breakage, permanent damage to
fasteners, hardware parts, or any other damage which causes the door to be inoperable.
The minimum test sizes and minimum design pressures shall be as indicated in Table R613.4
The unit size tested shall qualify all units smaller in width and/or height of the some operation type and be limited to cases where frame, panels and
structural members maintain the same profile as tested.
R613.4.2 Sectional garage doors shall be tested for determination of structural performance under uniform static air pressure difference in accordance with
ANSI/DASMA 108 or TAS 202 (HVHZ sholl comply with TAS 202).
R613.4.3 Custom doors. Custom (one of a kind) exterior door assemblies shall be tested by an approved testing laboratory or be engineered In accordance with
accepted engineering practices.
R613.4.4 Door components evaluated by an approved product evaluation entity, certification agency, testing laboratory or engineer may be interchangeable in
exterior door assemblies provided that the door component( s) provide equal or greater structural performance as demonstrated by accepted engineering
practices.
R613.4.4.1 Optional exterior door component testing. With the exception of HVHZ, exterior side -hinged door assemblies not covered by Section R613.3 shall
have the option to have the components of the assembly tested and rated for structural integrity in accordance with the following specification:
SDI A250. 13
Following the structural testing of exterior door components, there shall be no permanent deformation of any perimeter frame or panel member in excess of
0.4 percent of its span after the load is removed. After each specified loading, there shall be no glass breakage, permanent damage to fasteners, hardware
parts, or any other damage that causes the door to be inoperable, as applicable.
R613.4.5 Garage door labeling. Garage doors shall be labeled with a permanent label provided by the manufacturer. The label shall Identify the manufacturer,
the garage door model/series number, the positive and negative design pressure rating, indicate Impact rated if applicable, the installation Instruction
drawing reference number, the Florida Product Approval or Miami -Dade Product Approval number If applicable, and the applicable test standards.
The required garage door components for an approved garage door assembly may be indicated using a checklist format on the label. If a checklist format is
used on the label, the installer or manufacturer shall mark the selected components on the checklist that are required to assemble an approved garage door
system.
The installation instructions shall be provided and available on the job site.
R613.5 Wind-borne debris protection. Protection of exterior windows, glass doors and other glazed areas shall be in accordance with Section R301.2.1.2.
R613.5.1 Fenestration testing and labeling. Reserved.
R613.6 Anchorage methods.
R613.6.1 Anchoring requirements. Window and door assembly anchoring systems shall be tested to achieve the design pressure specified. Substitute anchoring
systems shall provide equal or greater anchoring performance as demonstrated by accepted engineering practice. When provided, the manufacturer's published
installation instructions for as tested or substitute anchoring systems can be used. In no case shall the anchorage exceed the spacing for the tested rated
per f or monce.
R613.6.1.1 Masonry, concrete or other structural substrate. Where the wood shim or buck thickness is less than 11/2 inches (38 mm), window and door
assemblies shall be anchored through the main frame or by jamb clip or subfrome system, in accordance with the manufacturers published installation
instructions. Anchors shall be securely fastened directly into the masonry, concrete or other structural substrate material. Unless otherwise tested, bucks
shall extend beyond the interior face of the window or door frame such that full support of the frame is provided. Shims shall be made from materials capable
of sustaining applicable loads, located and applied in a thickness capable of sustaining applicable loads. Anchors shall be provided to transfer load from
the window or door frame to the rough opening substrate.
Where the wood buck thickness is 11/2 inches (38 mm) or greater, the buck shall be securely fastened to transfer load to the masonry, concrete or other
structural substrate and the buck shall extend beyond the interior face of the window or door frame. Window and door assemblies shall be anchored through the
main frame or by jamb clip or sub frame system or through the flange to the secured wood buck In accordance with the manufacturers published installation
instructions. Unless otherwise tested, bucks shall extend beyond the interior face of the window or door frame such that full support of the frame is
provided. Shims sholl be made from materials capable of sustaining applicable loads, located and applied in a thickness capable of sustaining applicable
loads. Anchors shall be provided to transfer load from the window or door frame assembly to the secured wood buck.
R613.6.1.2 Wood or other approved framing material. Where the framing material is wood or other approved framing material, window and glass door assemblies
shall be anchored through the main frame or by jamb clip or subfrome system or through the flonge in accordance with the manufacturer's published
installation instructions. Shims shall be made from materials capable of sustaining applicable loads, located and applied in a thickness capable of
sustaining applicable loads. Anchors shall be provided to transfer load from the window or door frame to the rough opening substrate.
R613.7 Mullions occurring between Individual window and glass door assemblies.
R613.7.1 Mullions. Mullions, other than mullions which are an integral port of a window or glass door assembly tested and labeled in accordance with Section
R613.3.1, shall be tested by an approved testing laboratory in accordance with AAMA 450 or be engineered in accordance with accepted engineering practice.
R613.7.1.1 Engineered mullions. Mullions qualified by accepted engineering practice shall comply with the performance criteria in Sections R613.7.2,
R613.7.3, and R613.7.4.
R613.7.1.2 Mullions tested as stand alone units. Mullions tested as stand alone units in accordance with AAMA 450 shall comply with the performance criteria
In Sections R613.7.2, R613.7.3, and R613.7.4.
R613.7.1.3 Mullions tested In an assembly. Mullions qualified by a test of an entire assembly in accordance with AAMA 450 shall comply with Sections
R613.7.2 and R613.7.4.
R613.7.2 Load transfer. Mullions shall be designed to transfer the design pressure loads applied by the window and door assemblies to the rough opening
substrate.
TABLE R613.4
MINIMUM TEST SIZES, INCLUDING FRAMING
Performance Class* Width x Height (mm)
Width x Height (in.)
Minimum Performance Grade
(Design Pressure)
Residential (R)
900 x 2000
(36 x 79)
720 Pa
(15 psf)
Light Commercial (LC)
900 x 2100
(36 x 83)
1200 Pa
(25 psf)
Commercial (C)
1000 x 2100
(40
x 83)
1440 Pa (30
psf)
Heavy Commercial (HC)
1200 x 2400
(48
x 95)
1920 Po (40
psf)
Architectural (AW)
1200 x 2400
(48
x 95)
1920 Pa (40
psf)
*Performance Class and Performance Grade per ANSI/AAMA/NWWDA 101/I.S.2-97
R613.7.3 Deflection. Mullions shall be capable of resisting the design pressure loads applied by the window and door assemblies to be supported without
deflecting more than L/175, where L is the span of the mullion In inches.
R613.7.4 Structural safety factor. Mullions shall be capable of resisting a load of 1.5 times the design pressure loads applied by the window and door
assemblies to be supported without exceeding the appropriate material stress levels. If tested by an approved laboratory, the 1.5 times the design pressure
load shall be sustained for 10 seconds, and the permanent deformation shall not exceed 0.4 percent of the mullion span after the 1.5 times design pressure
load is removed.
R613.7.5 Installation Instruction for exterior windows and doors. Windows and doors shall be installed in accordance with ASTM E 2112 or in accordance with
the manufacturer's installation Instruction.
R613.8 Flashing, sealants and weatherstripping. Flashing and sealants for exterior windows and doors shall comply with Section R703.8.
R613.8.1 All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 and ASTM C 920
Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C 1281, AAMA 612, or other approved standard as appropriate for the type of
eolant.
R 8.2 Masonry rough openings. Masonry rough opening dimensions shall be within the tolerances specified at Section R606.12 and in addition shall provide
for dow perimeter sealant joint a maximum of 1A inches In width.
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SIMPSON ST18 STAPQ 24" O.G. T� I I I I IN f
f SPEGCI �'CA TIONS
2X4 TOP PLATE
INSULATION
UNLESS OTHERWISE NOTED - ALL THERMAL INSULATION
SHALL BE AS FOLLOWS:
GONG BLOCK WALLS
R-3 BLOWN CELLULOSE OR R-45
ALUMINUM MULTI SHEETS FOIL
FRAMED WALLS
R-I1 FIBERGLASS BATT
INTERIOR CEILINGS
R-M FIBERGLASS BATT OR BLOWN
CEILINGS UNDER ATTIC
R-30 FIBERSLASS BATT OR BLOW(
TOP PLATE
U PINE TEXTURED STUCCO OVER
EXP. MTL. LATH OVER
015 BLDG. FELT ON
ASPHALT IMPREGNATED
COMP. BOARD (OR
INSULATIVE FIBER BOARD
SHEATHING,
e-, I I BEAM POC<ET DETAI
m
EXTERIOR SIDING OVER
015 BLDG. FELT WITH
OR WITHOUT INSULATIVE
FIBER BOARD 4 SHEATHING
FOR NAILING SEE SHEET 525
1/2" CD OR 5/8"
DRYWALL ON CEILING
6IMP50N SPI a EA_ STUD
1/2 "DRYWALL OVER
2X4 STUDS a 16" O.G.
or 2X6 6 24"O.C.
2X4 or 2X6 BLOCKING
NOTE:
INSTALL 2X4 CORNER
BRACING AT ALL EXT
CORNERS OR PLYWOOD
SHEATHING AT EACH
SIDE OF CORNER
TABLE 2304.9.1 FASTENING SCHEDULE I U I
SIMPSON 5/8" WEDGE -ALL g 32" O.G.
I I
EXISTING CONCRETE KNEE WALL
I I WOOD BASE
�J=---d--- a --�- �-
- - - - - - - - - -
1.0
5.1
- ^O/ 1
2X4
TOP PLATE
2X4 or 2X6
JACKS
(2)2X6 02 YELLOW
PINE HEADER CUP
TO 5'-0" SPAN) OR
(2) 2XI2 Y.P. HDR
W/NO JACKS)
.UM. WINDOW
�RBLE SILL
:4 SILL PL. or 2X6 SILL OL.
0 1 TYPICAL WALL SECTION,
THROAD00 ROD OPIMION
PLYWD SHEATHING AND SIDING
2x6 GYP. SD. BACKER
2x6 END STUD
2x6 END STUD rN
(CONVENTION CORNER
(PRE -INSULATE VOIDS VFLYWD SHEATHING AND SIDING
BACKING FOR EXT. SIDING 4 TRIM
0 1' 3 STUD
CORNUR DETA IL.
EXISTING TRUSSES
�- I - - - - - - -
i
Frame Wa I I
_$" AL
_UNIT DIMENSION
- WIDTH
JAMB
WINDOW 4 DOOR FASTENNVCs
2011 Flaride ®ulldirb Code NOTES
L ALL EXTERIOR UNNPOUI6 AND GLASS DOORS SHALL
BE TESTED M ACCORDANCE WITH ANSI7AMMA&J=A
OV162 STANDARD AND BEAR AN AMMA OR UNDMA
LABEL INDICATING, MANFACTIIRERB PERF0RI'W4CE AND
APPROVED PRODUCT TESTING ENTITY, IN ACCORDANCE
WITH 20n Florida Bulldkig Cods, SECTION r1014]1
2. ALL EXTERIOR DOORS AND tINNDOWS, SHALL BE
AI44C4101111ED M ACCORDANCE UNTH K FACTURERS
SPECIFIC:ATkX*, IN ACCORDANCE UNTH 20n FLORroA
BUILOMG CODE r10141
9. IIIINOOWS AND DOORS FASTENED TO BUCK STRIPS
LESS THAN I I*" SHALL BE ANCHORED TWROUGH
THE JAME TO THE STRUCTURAL SUBSTRATE, M
ACCORDANCE WITH 20n Florida BuildMg Coda 1`101442
4. UNNDOW AND DOOR MULLION ASSEMBLIES SHALL BE
DESIGNED AND TESTED TO TRANSFER IS TIMES THE
INDICATED DESIGN LOADS, TO THE STRUCTURAL SUBSTRATE
IN ACCORDANCE WITH, 20n Florida Buildkg Cods
rW 1.45J AND n01.4S4.
WOOD UJIN170UJ
4NCHOR,4ar: (NTS)
ATTACHMENT OF
WINDOW TO FRAME
WALL TO RE PER
MANUFACTURERS
RECOMMENDATION.
ALL WIDT
-J
2-II/16"
4LUM. (OR FIN TYPE
UJINDOUJ ,4NGH0R,4Gr= (NITS)
-�--A-, I I WIPIDOW /DOOR ANCHOR
(FRAME)
2x4 TOP PLATE ATTACHED
WITH SIMPSON SDSJ X 31 I1
6" O.G. STAGGERED
TEXTURED STUCCO OVER
EXP. MTL. LATH OVER
015 BLDG. FELT ON
ASPHALT IMPREGNATED
COMP. BOARD (OR
INSULATIVE FIBER BOARD
SHEATHING.
�4
EXTERIOR SIDING OVER
015 BLDG. FELT WITH
OR WITHOUT INSULATIVE
FIBER BOARD 4 SHEATHING
FOR NAILING SEE SHEET 625
TABLE 2304.9.1 FASTENING SCHEDULE
SIMPSON I" WEDGE -ALL 6 32" O.G.
FIN. GRADE
EXISTING BEAM
SIMPSON SPI 61 EA, STUD
1/2 "DRYWALL OVER
2X4 STUDS 6 16" O.G.
or 2X(o t1 24"O.C.
U
c
a
7
O
2X4 or 2X6 BLOCKING C�
C
NOTE: rn
INSTALL 2X4 CORNER
BRACING AT ALL EXT
p
CORNERS OR PLYWOOD
SHEATHING AT EACH
c
SIDE OF CORNER
0
U)
L
N
C
L
O
i
Ki SIMPSON SPI m EA. STUD �
0
2x4 PT CONT. N
O
EX. GONG. FLOOR 0
------------�
0
(3) 3/0 x 3" LAGx's
SIMPSON SP2 a EA. STUI
I II II
se, I I
2 x P.T.
STUD
II II
II II
II II
II II
II II
SIMPSON 51=1 g EA. STUD I I I I
" ANCHOR BOLT 6 32" MIN.
(MIN. 8" EMBEDMENT)-
ti y
o -- •
FRAM
(3) EVENLY SPACED VERT.
TAPCON CONCRETE SCREWS. A
MINIMUM OF I" AND A MAXIMUM
OF 1-3/4" EMBEDMENT.
SIMI-SON SP2 0 EA. STUD
SIMPSON SPI a EA. STUD
" ANCHOR BOLT m 32" MIN.
(MIN. 8" EMBEDMENT)
2x P.T.
STUD
FRAMI
- - -
-
- - - -
- - -
-
��-----T--L-�---U
Ii-r
-�---1
--r-4-
L
-i----L
i--�
--r
�
0
----�
--r--I---�--L
-----L--I--1--r
TO EX. BLOCK DETAI
HARDWARE OPTION ' ' HARDWARE OPTION
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.
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"naiis; or
Each end, toenail
plate or other framing below
3-3" 14 gage staples, &" crown
2-8d common (2j" X 0. 131' )
2-3" x 0.131" nulls
Each end, toenail
Blocking between rafters or truss not at the wall top plate,
2-3' 14 gage staples
2-16 d common (3 x 0.162")
to rafter or truss
3-3" x 0.131" nails
End nail
3-3" 14 gage staples
16d common ( 31" X 0. 162") 0 6" o. c.
3"x 0.131" nails 4 6" o.c.
Face nail
Flat blocking to truss and web filler
3" 14 gage staples 0 6"o.c.
3-8d common � 2>1" X 0. 131') or
3-10d 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
Each end, toenail
laps over partitions (no thrust)
4-3"x 0.131' nails; or
(see Section 2308.7.3.1, Table 2308.7.3.1)
4-3' 14 gage staples, ?g" 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
3-10d common (3' X 0. 148") ; or
4-10d box (3' x 0. 128" ); or
5. Collar tie to rafter
4-3" 0.131' nails; or
Face nail
4-3" 14 gage staples, ?g" 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, ?g" crown
2-16d common 3 1 2 X 0. 162 ; or
3-10d box (3" x 0. 128" ); or
3-3" 0. 131" nails; or
3-3' 14 gage staples, &" crown; or
End nail
7. Roof rafters to ridge volley 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 gage staples, " crown
16d common 3 1 2' X 0.162' ;
24'o.c. face nail
1 d common 3 X 8 ;or
8. Stud to stud not at braced wall panels)
( P )
3"x 0.131' nails; or
16"o.c. face nail
3-3' 14 gage staples." crown
16d common 3 1/2" X 0.162
16"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
corners (at braced wall panels)
3-3" 14 gage staples, " crown
12"o.c. face nail
10_ Built-up header (2" to 2' header))
16d common 3 1 2' X 0.162'
16"o.c. face nail
16d box 3 1,421 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 12 X 0. 162 • or
16 o. c. face nail
common X );or
12. Top plate to top plate
3"x 0.131" nails; or
12"o.c. face nail
3" 14 gage staples, &' 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" lop splice length
12-3" 14 gage staples, &" crown
each side of and joint)
161 common 3 1 " X 0. 162' • or
16 o. c. face nail
14. Bottom plate to joist, rim joist, band joist or blocking
(not at braced wall panels)
°x .1 ;or
3"x 0.131' nails; or
12"o.c. face nail
3" 14 gage staples, ?8' 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, �' 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 stoples,?g" crown
16. Stud to top or bottom plate
2-16d common (3 1/2" X 0.162 );or
3-10d box (3' x 0.128");or
3-3" 0. 131' nails; or
End moil
3-3" 14 gage staples," 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 moil
3-3" 14 gage staples, ?a' crown
2-18d common (3 1/2" X 0. 162 ); or
3-I0d box (3" x );or
18. Top plates, laps at corners and Intersections
or r
3-3' 0.131* nails; o
Face nail
3-3' 14 gage staples, ?e" 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 plot
2-3" 0.131" nails; or
Face nail
3-3" 14 gage staples, ?g" crown
2-8d common (2 1/2" X 0. 131"); or
20. 1'x6" sheathing to each bearing
3-10d box (3" x 0.128");or
Face nail
3-8d common (2 1/2" X 0. 131"): or
21. 1'x8' and wider sheathing to each bearing
3-I0d box (3" x 0.128");or
Face nail
Floor
3-8d common (2 1/2" X 0. 131"); or
3-10d box( 3' x 0. 128") ; or
22. Joist to sill, top plate, or girder
3-3" 0. 131" nails; or Toenail
3-3" 14 gage staples, ?S" 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
24. I"x 6"subfloor or less to each lolst
2-10d box (3' x 0.128");or Face nail
25. 2" subfloor to loist or airder
2-IB1 common 3 1 2" X 0.182 Face nail
26. 2" Tanks lank & beam -floor do roof
2-16d common 3 1 2 X 0. 162 Each bearing, face nail
32' o.c., face nail at top and
20d common (4"x 0.192") bottom
atoggered on opposite sides)
10d common X 0. 1 ; or 24' o. c. , face nai I at top and
27. Built-up girders and beams, 2, lumber layers
3"x 0.131" nails; or bottom
3' 14 gage staples, ?S' crown staggered on opposite sides)
2-20d common 4 X 0. 192 ; or
3-10d box (3" x 0.128');or Ends and at each splice, face
3-3" 0.131" nails; or nail
3-3' 14 gage stoples,?g" crown
3-16d common 3 1/2* X 0. 162 ; or
4-10d box (3" x 0.128");or Each joist or rafter,face nail
28. Led
Ledger strip supporting
g p pporting 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
4-10d 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, &* 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,?g" 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)
6d 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
211'xO.113' nail (subfloor and wall)
6
12
'-
31. 3/8 1/2"
1j" 16 gage staple, ?g" crown
4
8
subfloor and wall
21j" x 0.113. nail (roof)
4
8
1 3/4"16 gage staple, ?S'crown(roof)
3
6
8d common (2 1/2'x 0.131'); or
6
12
32. 19/32 ' - 3/4"
6d deformed 2"0. 113"
2rxO. 113. nail; or
6
12
2 16 gage staple, 7 16 crown
10d common (3' x 0. 148") ; or
6
12
33. 78" - 1
f
Other exterior wall sheathing
li" galvanized roofing nail
(J' head diameter);or
34. 1/2 'fiberboard sheathing b
1i', 16 gage staple with ?S'or 1"
3
6
crown
2-20d common 4 X 0. 192 ; or
35. 25/32, fiberboard sheathing b
"
3-10d box (3x 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. 1J"- 1
10d common (3"x 0.148")• or
6
12
8d deformed 2 1 2"xO.131"
Panel siding to framing
6d corrosion -resistant siding
( li" X 0. 106"); or
6d corrosion -resistant casing (2"X
6
12
39. 1/2, or less
o. 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 (1 1/2"x 0.080'); or
6
12
41
4d finish 1 1 2"x 0,072"
42 i'
6d casing (2'x 0.099"); or
6
12
6d finish Panel supports at 24"
For S1: I inch - 25.4 mm
a. Nails spaced at 6 inches of Intermediate supports where spans are 48 inches or more. For nailing 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 ceiling joist is
fostened 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.
O
N
O
N
01
PRODUCT APPROVAL INFORMATION SHEET (S)
EVALUATION REPORT FROM A PRODUCT EVALUATION ENTITY
fi fRODUCT AFFi OVAL SFECIFIGATION SHEET
MMAs equired by Florida Statute 553.842 and Florida Administration Code 98-12, 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
I. EXTERIOR DOORS
A SWINGING
ThermaTru
Fiberclassic
FL 5891.1
+61.0/-61.0 per
ThermaTru
Smooth Star
FL 58912
+61.0 / -61.0 per
ThermaTru
ClassicCraft
FL 58913
+61.0 / -61.0 psf
B. SLIDMG
MI Windows and Doors
Series 420/430
FL 15332.1 - FL 15322.5
+40-0 / -40.0 psf
C. SECTIONAL
Wayne -Dalton, a division of
Overhead Door Corporation
Model "8000/6100 #1101 - 01104
9' Max width, 14' Max Height
FI 8248.1 - FI 8248.4
+22.9 / -263 psf
+46.0 /-52.0 psf
Wayne -Dalton, a division of
Overhead Door Corporation
Model 08000/SIOO 011211 - 01125
16' Max width, 14' Max Height
FI 82485 - FI 8248.9
+1530 / -11.0 per
+46.0 /-52.0 psf
D. OTHER
2. WINDOWS
A SINGLE HUNG
MI Windows and Doors
Series GA 195 Aluminum SH
FL 15211.5
+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 180
FL 15351.1 - FL 15351.E
+50.0 / -50.0 per
MI Windows and Doors
Series 1630 Single Slider
FL 21638.1 - FL 21636.11
+50.0 / -50.0 per
C. FIXED
D. MULLION
E. OTHER
3. PANEL WALL
A slD1NG
James Hardie Building
Products,Inc.
Artisan®Lap Siding
FL 10411.1
B. SOFFITS
Alside
Solid and Vented Soffit
FL 15212.1 - FL 152122
+10.0 / -70.0 psf
C. VINYL SIDWS
Certainteed Corp Siding
Products
CertainTeed Vinyl Vinyl Siding
FL1513.1
+N/A/-iro0fo
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
B. 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 52M.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 184928
N/A
F. OTHER
S. 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 15088.1
N/A
Town and Country Industries
Safty Edge Storm Panels
FL 12856.1
+54.0 / -54.0 psf
Co. STRUCTURAL
COMPONENTS
Fastening Specialists, Inc.
Tie Max "Threaded Rod"
FL156636
A. WOOD CONNECTORS / ANCHORS
USP Structural Conn.
see chart
Simpson Strong -Tie
see chart
B. TRUSS PLATES
ITW Building Components
Alpine Truss Plates
FL 1999.1 - FL 1999.4
N/A
MiTek Industries, Inc.
Truss Plates
FL 2191.1 - FL 2191.5
N/A
C. ENGINEERED LUMBER
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 E521.4
N/A
D. MATERIAL
Gast -Crete Corp.
High Strength Concrete Lintels
FL 156.1
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
USP Stock No.
Florida Statewide Product Approval No.
Evaluation Report Basis
A3
FLI1244.1
ESR-3455
H0210-2
FL13285B
ESR-3445
H0212 -2
FL112323
ESR-3445
110216
FLI12323
ESR-3445
110216-3
FL112323
ESR-3445
1-1026
FL112322
ESR-3445
H028-2
FLI12323
ESR-3445
W0410
FLI1232.4
ESR-3445
H0412
FL11232.4
ESR-3445
1_10610
FLI1232.4
ESR-3443
H00410
FLI12212
ER-0201
HGAIOKT
FL11236%o
ESR-3448
HGAMIOKT
FLI1699.1
Evaluation Report
WHC 02
FL11236.1
ESR-3448
HTAI6-18
FL11680.2
Evaluation Report
HTA20-18
FL116802
Evaluation Report
HTT4/1.4TTI6
FL112192 - FL11324.1
ER-0200 - Evaluation Report
HTT5
FL1121W
ER-0200
HTWI6
FLI1244B
ESR-3455
WTW20
FL11244.S
ESR-3455
HTW24
FL112448
ESR-3455
HTW30
FL112448
ESR-3455
HTUJM16
FL62232
Evaluation Report
HTWM20
FLI12448
ESR-34%
HUGT2
FL62233
Evaluation Report
HUGT3
FL62233
Evaluation Report
HUS210-2
FLi1232.1
ESR-3455
14US212-2
FLi1232.1
ESR-3455
HUS26
FLI1232.1
ESR-3455
HUS28
FLI1232.1
ESR-3455
HUS28-2
FLI1232.1
ESR-3455
JL24
FLI12328
ER-0201
JL26
FL11232B
ER-0201
JUS210-2
FL11232.12
ESR-3445
JUS24
FLI1232.11
ESR-3445
JUS26
FL11232.12
ESR-3445
JUS26-2
FLI1232.12
ESR-3445
JUS28
FLI1232.12
ESR-3445
JUS46
FLI1232.12
ESR-3445
KLEG3
FLI1241.15
ESR-3444
KST260
FLI1241.15
ESR-3445
LSTA12
FLI1244.18
ESR-3445
LSTAI5
FLI1244.18
ESR-3445
LSTAIB
FL 11244.18
ESR-3445
LSTA24
FLI1244.18
ESR-3445
LSTA-10
FL11244.18
ESR-3445
LSTA36
FLI1244.18
ESR-3445
LTSI9
FL1121W
ER-0200
LTS201B
FL112193
ER-0200
LTTI31
FLI12193
ER-0200
LTW12
FL112448
ESR-3455
LUGT2
FLI12402
ESR-3441
MP3
FLI124422
ESR-3455
MP34
FL1124423
ESR-3455
MP4F
FLI124424
ESR-3455
MPS
FLI124422
ESR-3455
MPI.13516
FLI12403
ESR-3441
MSTAI2
FLi1244.18
ESR-3455
MSTAI5
FLI1244.18
ESR-3455
MSTAIS
FLIT244.18
ESR-3455
MSTA24
FLI1244.18
ESR-3455
MSTA36
FL11244JS
ESR-3455
MSTC40
FL1124426
ESR-3455
MSTC52
FLI124426
ESR-3455
MTWI2
FLI12448
ESR-3455
MTWib
FLI1244B
ESR-3455
MTWIS
FLI12448
ESR-3455
MTW20
FLI12448
ESR-3455
MUGTl5
FLI12405
ESR-3441
NFM35X12
FL5182
Evaluation Report
NFP435X16U
FL5183
Evaluation Report
PAU44
FL1123%13
ESR-3449
PAU66
FL11239.13
ESR-344S
P1402A
FL1121SA
ER-0200
PHXU3516
FLI124120
ESR-3444
RFUS
FL62235
Evaluation Report
R8150
FL1124421
ESR-3455
RTI5
FLI1236.11
ESR-3448
RT16
FL11236.10
ESR-3448
RTI6-2
FLI1236.10
ESR-3448
RT16A
FLI1236.10
ESR-3448
RT3A
FLI1236.11
ESR-3448
RT4
FLI1236.11
ESR-3448
RT5
FLI1236.11
ESR-3448
RT-I
FLI1236.11
ESR-3448
RnA
FLI1236.11
ESR-3449
RTSA
FLI1236.11
ESR-3448
SPT22
FLI124430
ESR-3455
SFT24
FLI124431
£SR-3455
SPT4
FL1124432
ESR-3455
SPT6
FL1124432
ESR-3455
SPTB
FL1124432
ESR-3455
SPTH4
FL1124432
ESR-3455
SPTH6
FL1124432
ESR-3455
SPTHS
FLI124432
ESR-3455
SUW24
FLI1232.14
ESR-3455
TH028
FL11232JI
ESR-3445
THD28-2
FLI1232.11
ESR-3445
THD410
FL11232.11
ESR-3445
THD412
FL11232.11
ESR-3445
TH0612
FL11232.11
ESR-3445
THDH414
FL11232.11
ESR-3445
UPHDS
FL11219.6
ER-0200
USC53
FL2033.1
Evaluation Report
UGTS3F
FL2033.1
Evaluation Report
UGTS53
FL2033.1
Evaluation Report
GELZ-10
FLI1241.1
ESR-1102
GEL1-22
FL1124IJ
ESR-1102
&It-iF50N Connectors
Simpson Stock No.
Florida Statewide Product
Approval No.
Evaluation Report Basis
A23
FL104462
ESR-2606
HU210-2
FL1065520
ESR-2549
H110212-2
FL1065523
ESR-2549
HU26
FLI065529
ESR-2549
HU28-2
FLI065529
ESR-2549
HU410
FL1065531
ESR-2549
HU412
FL1065534
ESR-2549
HU610
FLI0655.44
ESR-2549
W0412
F00655.45
ESR-2549
1-10610
FL1065551
ESR-2549
HUCQ410
FLI1468.11
SIM200804
HGAIOKT
F1-II410.4
SIM200803
HCsAM10KT
FLiI410.4
SIM200803
HCP2
FLI04412
ESR-2551
WETAI6
FLI1413B
SIM2008M
HETA20
FLII4135
SIM2009 02
WTTIry
FLI1413B
ES-0130
HTT22
FL114135
ES-0130
WTSI6
FLI045622
ESR-2613
WTS20
FLIC456.23
ESR-2613
WTS24
FLI046624
ESR-2613
14TS30
FL10456.26
ESR-2613
HTSMI6
FL11413JI
SIM200802
14TSM O
FL11413.11
SI19200802
HGT2
FL10456.18
ESR-2613
HGT3
FL10456.19
ESR-2613
HUS210-2
FL10655.92
ESR-2549
WUS212-2
FLI0655.93
ESR-2549
HUS26
FLI0655 94
ESR-2549
HUS28
1=1_10655.96
ESR-2549
1111628-2
FLIC655.91
ESR-2549
LU24
FL10655.103
ESR-2549
LU26
FL10655.104
ESR-2549
LUS210-2
FLI0655.101
ESR-2549
LUS24
FL10655.109
ESR-2549
LUS26
FLI0655.111
ESR-2549
LU626-2
FLI0655.112
ESR-2549
LUS28
FL10655.113
ESR-2549
LU546
FL10655.118
ESR-2549
LEG3
FL10661.11
ESR-2615
MST60
FLI0852.1
ESR-2105
LSTA12
FLI0852.4
ESR-2105
LSTAI5
FLI0852.4
ESR-2105
LSTAIB
FLI0852.4
ESR-2105
LSTA24
FL10852.4
ESR-2105
LSTA30
FL10852.4
ESR-2105
LSTA36
FL108525
ESR-2105
LTT19
FL114963
ER-130
LTT205
FLI14963
ER-130
LTT131
FLI14%3
ER-130
LTS12
FL104562S
ESR-26i3
LGT2
FL11410.1
SIM200803
L830
FL10446.15
ESR-2606
A34
FLI04463
ESR-2606
LPT4
FL10446.19
ESR-2606
LS50
FLi0446.16
ESR-2606
U11416
FL10661.86
ESR-2615
MSTA12
FLI08525
ESR-2105
MSTAI5
FL108528
ESR-2105
MSTAIS
FL10852.9
ESR-2105
MSTA24
FLICS52.9
ESR-2105
MSTA36
FL10852.9
ESR-2105
MSTC40
FLI0852.11
ESR-2105
MSTC52
FLI0852.11
ESR-2105
MT512
PLIC45633
ESR-2613
MTSI6
FLI045634
ESR-2613
MTSIB
FLI045635
ESR-2613
MTW20
FL1045636
ESR-2613
MGT
FL11410.9
SIM200803
M15HA3.56/1125
FL10866.12
ESR-2616
MBHA356/16
FL10866.12
ESR-2616
A5U44
FLI0860.4
ESR-1622
A5U66
FL10860.4
ESR-1622
HD1,12-80625
FL10441.4
ESR-2330
GLTV3.516
FLIC661B
ESR-2615
FGTR
F-LI14132
SIM2008M
CSI6
FL10852.1
ESR-2105
HI
FL104565
ESR-2613
1-110
FL10456,6
ESR-2613
H10-2
FLI0456.1
ESR-2613
HIOA
FLI0456.6
ESR-2613
H3
FL10456.13
ESR-2613
H4
FL10456.14
ESR-2613
H5
FLI0456.15
ESR-2613
H25
FL10456.11
ESR-2613
W25A
FL10456.12
ESR-2613
H8
FL114103
SIM200803
SPI
FL10456.41
ESR-2613
SP2
FL10456.42
ESR-2613
SP4
FL10456.43
ESR-2613
SP6
FL10456.44
ESR-2613
SP8
FLI0456.45
ESR-2613
SPH4
FL1045646
ESR-2613
SPH6
FL10456.41
ESR-2613
SPHS
FL10456.48
ESR-2613
U24
1=1_10655.141
ESR-2549
WHUS28-2
1=1_106553
ESR-2549
HHUS410
FLI0655.4
ESR-2549
HGUS525/12
FLI1468.11
SIM200904
HGUS414THDH414
F1-I1468.10
SIM200804
HDQ8-SDS3
FL10441.1
ESR-2330
RBC
FL1141"
ES-0112
MSTAM24
FLII413.19
SIM200802
MSTAM36
FL11413.19
SIM2008M
MSTCM40
FL11413.19
SIM200802
HHETA20
FL11413.11
SIM200S02
LGT3-SDS25
FLII410.1
SIM200803
LGUM26-2-
FL11413.12
SIM200902
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.
A