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RIDGE VENT RIDGE VENT
ar,00,OUTLET IN EVE
12 12 12 12
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12 12 12
12
3
LD
RIDGE VENT
25 SH 25 SH
6" LAP SIDING (PER
- . - . - . - - - SPECIFICATIONS)
- ro LAP SIDING -
- (PER
- SPECIFICATIONS) _
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RIDGE VENT
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125 SH 25 SH
0 21 41
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CLG. HGT.�i
-4" WIN/DR HCsT.
Im
F.F. ELEV.
= V A T I O N
REAR ELEVATION
RIDGE VENT
F15ERGLASS FIDERCsLASS
SHINGLESSHINGLES
23 SH
Co" LAP SIDING (PER
SPECIFICATIONS)
25 SH
25 SH
F T S I D E
WIN/DR. HGT.
0 MEN Elm MEN
7i.nnA i FI= 0== I ro" LAP SIDING (PER
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l.4 O'l3MP"'
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P eVjcW ()�� /r` �� For SI: 1 inch = 25. 4 mm.
a. Wood siding of thicknesses less than 0.5 inch shall be placed over
pI ,1nN��ZF sheathing that conforms to Section 2304. 6. (HVHZ, see Section 2322)
+-i( b. Exclusive of texture. ytr {-'V c. As measured at the bottom of decorative grooves.
E V A T I O N
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 (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 cotto (adhered)
0.25
Vinyl siding
0.035
Wood shingles
0.375
Wood siding (without sheathing)
0.5
-4"
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_ d. 16 ounces per square foot for cold -rolled copper and lead -coated
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copper, 12 ounces per square foot for copper shingles, high -yield copper
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and leadcoated high -yield copper.
-
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SECTION R704
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INSPECTION FOR TERMITES
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In order to provide for inspection for termite infestation, clearance
�p
between exterior wall coverings and final earth grade on the exterior of
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building shall not be less than 6 inches (152 mm).
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Exceptions:
to
1. Paint or decorative cementitious finish less than � inch (17.1 mm)
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thick adhered directly to the masonry foundation sidewall.
2. Access or vehicle ramps which rise to the interior finish floor
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elevation for the width of such ramps only.
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B
3. A 4-inch (102 mm) inspection space above patio and garage slabs and
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entry areas.
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4. If the patio has been soil treated for termites, the finish
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elevation may match the building interior finish floor elevations on
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masonry construction only.
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5. Masonry veneers constructed in accordance with Section R318.4.
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O N T E L M V A � 1 O R319.1 Address identification. Buildings shall be provided with approved address
rw RN 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
E31A 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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Thomas L
Digitally signed by
Signed and sealed by T.L. Hanson PF �
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Thomas L
using a Digital Signature and date. \; NvysO�i/'
Printed copies of tits document
Hanson:A01410
Hanson:AO1410D00000
are not considered signed and
D000001 77EF31
177EF31 B4E000015ADA
sealed and the signature must be
Date: 2021.05.24
verified on any electronic co to
B4E000015ADA
08:41:11-04'00'
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PROJECT N0.
2m21-11
DWG N0.
15 104 "1,)
I I I I IF I I I 1 1 1 1 1 1 1 I'l I I I I i I I 11 11 1 1 I1-.,I
54'-0" 1'-011
1
I I I Simpson H10A (or equal)
I Installed per Manuf. specs.
I I I I I Uplift is less than 1340 Lbs.
1 I I I I II I I I I I I I I I I I I I I I I I I I I I I II �
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pson THA29 (or equal) I �- --- --- --- �i i II
a I led per Manuf. specs. I I R--I�
ift is less than 560 lbs. I II �� I II I I I ------------------ - ---------
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I I I T - - - TRANSITION I r I - ---- -- f---- ---- �, _} �----- J,
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�I I I I I I I ,k' I i i1 iii i Truss Systems Eneineerine by others
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1' 15'-0" II I I I I I I I I I I I I I I I I I I II Simpson H10A (or equal)
I I I I I I I I I I I I I I I I I I I I I I Installedi 1fper �Manuf. � p4(ca.k, -�
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Simpson 1410A (or equal)
Insta lied per Manuf. specs.
Upi1 tt i- lc_-_ thun 1340 Lk, ,
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TABLE 1609. 6(1)
NOMINAL (ASD) GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET
LOCATED IN EXPOSURE B (PSF) 1, 2, 3, 4, 5
ULTIMATE DESIGN WIND (Vult)DETERMINED IN ACCORDANCE WITH SECTION 1609.3 (MPH - 3 SECOND GUST)
Width (ft)
Height (ft)
100 MPH
110 MPH
120 MPH
130 MPH
140 MPH
150 MPH
160 MPH
170 MPH
180 MPH
190 MPH
200 MPH
Roof Angle 0 - 10 degrees
8
8
+10. 0
-10. 0
-10. 5
-11. 9
+12. 5
-14. 2
+14. 7
-16. 6
+17. 1
-19. 3
+19. 6
-22. 2
+22. 3
-25. 2
+25. 1
-28. 5
+28. 2
-31. 9
+31. 4
-35. 5
+34. 8
-39. 4
10
10
+10. 0
-10. 0
+10. 2
-11. 4
+12. 1
-13. 6
+14. 2
-16. 0
+16. 5
-18. 5
+18. 9
-21. 2
+21. 5
-24. 2
+24. 3
-27. 3
+27. 3
-30, 6
+30. 4
-34. 1
+33. 7
-37. 8
14
14
+10. 0
-10. 0
+10. 0
-10. 8
+11. 5
-12, 8
+13. 5
-15. 0
+15. 7-17.
4
+18. 0
-20. 0
+20. 5
-22. 8
+23. 1
-25. 7
+25. 9
-28. 8
+28. 9
-32. 1
+32. 0
-35. 6
Roof Angle 0 > 10 degrees
9
7
+10. 0
-10. 9
+11. 4
-12, 9
+13. 7
-15. 5
+16. i
1- 18. 2
+18. 5
-20. 9
+21. 3
-24. 1
+24. 3
-27. 5
+27. 6
-31. 2
+30. 6
-34. 6
+34. 2
-38. 6
+38. 0
-43. 0
16
7
+10. 0
-10. 3
+10. 9
-12. 2
+13. 1
-14. 6
-15. 5
-17. 2
+17. 7
-19. 7
+20. 4
-22. 7
+23. 3
-26. 0
+26. 4
-29. 4
+29. 3
-32. 6
+32. 7
-36. 5
+36. 4
-40. 6
78 MPH
85 MPH
93 MPH
101 MPH
108 MPH
116 MPH
124 MPH
132 MPH
139 MPH
147 MPH
155 MPH
For SI: 1 foot = 304.8 mm, 1 mile per hour = 1.609 km/h, 1 psf = 47.88 N/m2.
Nominal Design Wind Speed (Vasd) converted from Ultimate Design Wind Speed per Section 1609.3.1
1. For door sizes or wind speeds between those given above the load may be interpolated, otherwise use the load associated with the lower door size.
2. Table values shall be adjusted for height and exposure by multiplying by the adjustment coefficient in table 1609.6(2). minimum positive wind load
shall be 10 psf and minimum negative wind load shall be 10 psf.
3. Plus and minus signs signify pressures acting toward and away from the building surfaces.
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BUILDING CONSTRUCTION NOTES
I. This single family dwelling is to the 1th Edition (2020) FEBC (Florida Building Code) type
construction requirements. Construction shall comply with local County and state agencies.
2.411 openings around walls, j�artitions, 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 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 HVAC professional and shall pass the "Florida Energy Code" or recommendations from such
Professional shall be provided to the Home Designer (Corner Stone Design Group, Inc.) so as to
meet such requirements.
TRUSS MANUFACTURER TO
PROVIDE 51GNED AND
SEALED TRUSS DRAWING5
INCLUDING BRACING
DETAILS.
ATTIC VENTILATION - FLORIDA BUILDING CODE
Total Area Under Roof
3,556,00
Square Feet (SF)
Total Required Ventilation
23.71
SF
Total Area 1 150
Area
Total Required Ventilation
11.85
SF
Reqd Area / 2
Area at Soffits
Total Required Ventilation
11.85
SF
Reqd Area / 2
Area at Roof
Overhang Dimension
1.33
Feet
Ventilation Examples -Owens Corning
Ventilation
Required
At Soffit
Units
Units
Capacity
Vent
Triple 4" Center Vent
1.56
sq in / ft
1094.15
Feet
Triple 4" Full Vent
4.68
sq in / ft
364.72
Feet
Double 5" Full Vent
4.25
sq in / ft
401.62
Feet
Ventilation
Required
At Roof
Units
Units
Capacity
Vent
Ventsure Metal Dome
w ith Screen
144
sq in
12
Vents
Ventsure High Profile
Slant Back Roof Vent w/
50
sq in
35
Vents
Exterior Louver
Ventsure Plastic Slant
Back Roof Vent w/
61
sq in
28
Vents
Interior Louver
Ventsure Rigid Strip
Ridge Vent, Externally,
15
sq in / ft
114
Feet
Baffled
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.
/2x4 CROSS -BRACING @ RIDGE
20'-0" MAX
II I I I I I I I I
r�T-'1
TOP/BOTTOM CHORD GABLE
END BRACING @ 48" 0. C. MAX
61
FOR THE FIRST 4 ROWS OF
9
TRUSSES
I 0
w
m
I I I
aX
- -
I I
r p T
-
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
24" O.G.
2X4x8 LATERAL
5RACING CONTINOL45
4s 48" O.G.
) 16d NAILS
i- VI- --
END TRUSS
GABLE END DIAGONAL BRACE DETAIL
Typical Interior Truss
2"X4" Vertical Brace
added to every Vertical
/2" S.R. Gypsum Ceiling Board
over 4' in length. Brace
to be minimum 0050 length
of Vertical Truss Member.
Fasten Brace to Vertical
Bottom Chord of Truss
w/16d Common Nails 12" o.c.
fastened to wall top plate
w/16d common Nails
's 12 "o.c.
End Wall Studs (3
a
2 "X4" Nailer --�
Simpson L5T18 (or equal)
Lateral Bracing installed per fastened w/ 14-10d Nails. C
Pre-engineered Truss Plans (J'
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TYPICAL END RUSS TO FRAME WALL DETAIL
0
WIND DE51GN INFORMATION
1, Wind Speeds of 13e MPH Vult 4 105 MPH Vasd
2. Risk Category = II
3. Exposure Category B
4, Enclosed Building, (GCpi = +/- 0.18)
5. Component 4 Cladding Pressures (PSF):
R = 182,-"16 6 W = 33.2,-43.4 OH= -110.6
NOTE: WIND LOAD CALCULATIONS ARE BASED ON
'WORST CASE'. ALL CONNECTORS WILL BE UNIFORM
FOR SIMILAR USES.
rHls STRUCTURE HAS BEEN DE51GNED TO WITHSTAND
NTERNAL PRESSURES. ENCLOSED BUILDING.
SCALE: NTS tin
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Thomas L
Digitally signed by
Signed and sealed by T.L. Hanson g a Di itaPE \ "111111
S.O
using l �N Si nature and date. C \
g b -..
Thomas L
, �;t
Printed copies of dais docwnent
Hanson:A01410
Hdnson:A01410D0000o1
�ro,
are not considered signed and _
D00000177EF31
77EF3164E000015ADA
sealed and the signature must he == _
Date: 2021.05.24
verified on any electronic co
B4E000015ADA
08:40:49-04'00'%
ja`�j'Fla,�o.`��\
ONA
DWG N0.
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R302B Dwelling/garage opening/penetration protection.
Openings and penetrations through the walla or callings separating
the dwelling from the garage shall be in accordance with
Sections R3025.1 through R302B3.
R302.5.1 Opening protection. Openings from a privategarage directly
into a room used for sleeping purposes 6hallnot be permitted. Other
openings between the garage and residence shall be equipped with
solid wood doors not le6ethan 1 3/8 Inches (35 mm) In thickness, solid or
honeycomb -core steel doors not less than 1 3/15 Inches (35 mm) thick, or
20-minute fire -rated doors
R302.52 Duct penetration. Ducts in the ggarage and ducts penetrating
the walls or ceiling6 separating the dwelling from the garage shall be
constructed of a minimum No. 26gage (0.48 mm) sheet steel, I inch (25.4
mm) minimum rigid nonmetallic Class 0 or Class I duct board, or other
approved material and shall not have openings Into the garage.
R302B3 Other penetrations. Penetrations through the
separation required In Section R302.6 shall be protected as
required by Section R302.11, Item 4.
R302b. Openings In garage walls shall comply with Section R302.5.
Attachment of 99p8um board shall compI9 with Table R1023B. The wall
separation provisions of Table P30210 shall not apply to garage walls
that are perpendicular to the adjacent dwelling unit wall.
R302.1 Under -stair protection. enclosed space under stairs
that Is accessed by a door or access panel shall have walls,
under -stair surface and any soffits protected on the enclosed
Bide with 1/2-Inch (12.1 mm) 99peum board.
DOOR SCHEDULE, OUT SWING DOORS
DOOR
D18CRPTION
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
OOR PLAN
WINDOW ROUGH OPENING CHART
WINDOW
BLOCK CONSTRUCTION
(1/2" FLAWaE)
FRAME CONSTRUCTION
(1/2" FLANGsE)
CODE
WIDTH
HEIGHT
WIDTH
HEIGHT
12 SH
] 9 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 "
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
78 3 4"
26 5/8" x
76 3 4'
22 SH
37 3 4'
x
26"
37 ] 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 '
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
78 3 4'
53 1/4- x
76 3 4'
2 22 SH' s
74 3 4"
x
26"
CHECK WiTH MANUF.
2 32 SH'a
107"
x
26'
CHECK WiTH MANUF.
2 23 SH'e 1
74 3 4'
x
38 1/4*
CHECK WITH MANUF.
2 33 SH'9
107'
x
38 1/4'
CHECK WITH MANUF.
2 24 SH'a
74 3 4'
x
50 5/8-
CHECK WITH MANUF.
2 34 SH'a
107'
x
50 5/8"
CHECK WITH MANUF.
2 25 SH' S.
74 3 4"
x
63"
CHECK WITH MANUF.
2 35 SH'a
107"
x
63'
CHECK WiTH MANUF.
TOTAL LIVING:
GARAGE:
FRONT PORCH
LANAI:
TOTAL:
18(00 5F
660 SF
304 5F
-132 5F
3556 SF
LEGEND 1�
DOOR SIZE FEET (HGT. &'-8"
UNLE55 NOTED OTHERWISE)
DOOR SIZE INCHES
PH
PRE -HUNG (PH) or WRAP (W)
or POCKET (PKT)
WINDOW SIZE
34 5H
® BEARING FRAME WALL
TABLE R302.6
DWELLING/GARAGE 5EPERATION
• TIE MAX BOLTS to io'-O" O.G. 4
12" FROM ANY CORNER
SEPARATION
MATERIAL
FROM THE RESIDENCE AND ATTICS
NOT LESS THAN 1/2 INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO
THE GARAGE SIDE
FROM ALL HABITABLE ROOMS ABOVE THE GARAGE
NOT LESS THAN 5/8 INCH TYPE X GYPSUM BOARD OR EQUIVALENT
STRUCTURES) SUPPORTING FLOOR/CEILING ASSEMBLIES USED
NOT LESS THAN 1/2 INCH GYPSUM BOARD OR EQUIVALENT
FOR SEPERATION REQUIRED BY THIS SECTION
GARAGES LOCATED LESS THAN 3 FEET FROM A DWELLING UNIT
NOT LESS THAN 1/2 INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO
ON THE SAME LOT
THE INTERIOR SIDE OF EXTERIOR WALLS THAT ARE WITHIN THIS AREA
R308.4 Hazardous locations. The locations specified in Sections
R308.4.1 through R308.4.7 shall be considered to be specific hazardous locations for the purposes of glazing.
R308.4.1 Glazing In doors. Glazing in fixed and operable panels of swinging, sliding and blfold doors shall be
considered to be a hazardous location.
Exceptions:
1. Glazed openings of a size through which a 3-Inch-diameter (76 mm) sphere Is unable to pass.
2. Decorative glazing.
R308.4.2 Glazing adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be
considered to be a hazardous location where the bottom exposed edge of the glazing is less than 60 inches (1524
mm) above the floor or walking surface and it meets either of the following conditions:
1. Where the glazing is within 24 inches (610 mm) of either side of the door in the plane of the door in a closed
position.
2. Where the glazing is on a wall less than 180 degrees from the plane of the door In a closed position and within 24
Inches (610 mm) of the hinge side of an In -swinging door.
Exceptions:
]. Decorative glazing.
2. Where there la an Intervening wall or other permanent barrier between the door and the glazing.
3. Where access through the door is to a closet or storage area 3 feet (914 mm) or less In depth.
Glazing In this application shall comply with Section R308.4.3.
4. Glazing that is adjacent to the fixed panel of patio doors.
R308.4.3 Glazing In windows. Glazing In an Individual fixed or operable panel that meets all of the following
conditions shall be considered to be a hazardous location:
1. The exposed area of an individual pane is larger than 9 square feet (0.838 m2),
2. The bottom edge of the glazing !s less than 18 Inches (457 mm) above the floor,
3. The top edge of the glazing is more than 38 inches (914 mm) above the floor; and
4. One or more walking surfaces are within 36 Inches(914 mm), measured horizontally and In a straight line, of the
glazing.
Exceptions:
1. Decorative glazing.
2. Where glazing is adjacent to a walking surface and a horizontal rail Is installed 34 to 38 Inches (864 to 965 mm)
above the walking surface. The rail shall be capable of
withstanding a horizontal load of 50 pounds per linear foot (730 N/m) without contacting the glass and have a
cross -sectional height of not less than 11/2 inches (38mm).
3. Outboard panes In Insulating glass units and other multiple glazed panels where the
bottom edge of the glass Is 25 feet (7620mm) or more above grade, a roof, walking
surfaces or other horizontal (within 45 degrees (0.79 rod) of horizontal) surface
adjacent to the glass exterior.
R308.4.4 Glazing In guards and railings. Glazing In guards and railings, including structural baluster panels
and nonstructural in -fill panels, regardless of area or height above a walking surface shall be considered to be a
hazardous location.
R308.4.5 Glazing and wet surfaces. Glazing in walls, enclosures or fences containing or facing hot tubs,
spas, whirlpools, saunas, steam rooms, bathtubs, showers and
indoor or outdoor swimming pools where the bottom exposed edge of the glazing is less than 60 inches (1524mm) measured
vertically above any standing or walking surface shall be considered to be a hazardous location. This shall apply to
single glazing and each pane in multiple glazing.
Exception: Glazing that is more than 60 inches (1524mm), measured horizontally and in a straight line, from the water's
edge of a bathtub, hot tub, spa, whirlpool or
swimming pool or from the edge of a shower, sauna or steam room.
R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36
Inches (914 mm) above the plane of the adjacent walking surface of stairways, landings between flights of stairs and
ramps shall be considered to be a hazardous location.
Exceptions:
1. Where glazing is adjacent to a walking surface and a horizontal roll is Installed at 34 to 38 Inches(864 to 965 mm)
above the walking surface. The rail shall be capable of withstanding a horizontal load of 50 pounds per linear foot
(730 N/m) without contacting the glass and have a cross -sectional height of not less than 11/2 Inches (38 mm),
2. Glazing 36 Inches (914 mm) or more measured horizontally from the walking surface.
R308.4.7 Glazing adjacent to the bottom stair landing.
Glazing adjacent to the landing at the bottom of a stairway where the glazing is less than 36 inches (914 mm) above
the landing and within a 60-inch (1524 mm) horizontal arc
less than 180 degrees from the bottom tread nosing shall
be considered to be a hazardous location. See FlgureR308.4.7.
Exception: The glazing is protected by a guard complying with Section R312 and the plane of the glass is more than 18
Inches (457 mm) from the guard.
R308.5 Site -built windows. Site -built windows shall comply with Section 2404 of the Florida Building Code, Building.
R308.6 Skylights and sloped glazing. Skylights and sloped glazing shall comply with the following sections.
R308.6.I Definitions. The following terms are defined in Chapter 2:
SKYLIGHT, UNIT.
SKYLIGHTS AND SLOPED GLAZING.
TUBULAR DAYLIGHTING DEVICE (TDD).
R308.6.2 Materials. The following types of glazing shall be permitted to be used:
1. Laminated glass with not leas than a 0.015-Inch (0.38 mm) polyvinyl butyral Interlayer for glass
panes 16 square feet (1.5 m2) or leas In area located such that the highest point of the glass is not more
than 12 feet (3658 mm) above a walking surface; for higher or larger sizes, the Interlayer thickness shall be not less
than 0.030 inch (0.76 mm).
2. Fully tempered glass.
3. Heat -strengthened glass.
4. Wired glass.
5. Approved rigid plastics.
R308.6.3 Screens, general. For fully tempered or heat strengthened glass, a broken -glass retention screen meeting the
requirements of Section R308.6.7 shall be installed below the full area of the glass, except for fully tempered glass
that meets condition 1 or 2 listed in Section R308.6.5.
R308.6.4 Screens with multiple glazing. Where the Inboard pane Is fully tempered,heat-strengthened or wired glass, a
broken -glass retention screen meeting the requirements of Section R308.6.7 shall be Installed below the full area of
the glass, except for condition 1 or 2 listed in Section R308.6.5. Other panes In the multiple glazing shall be of any
type listed In Section R308.6.2.
R308.6.5 Screens not required. Screens shall not be required where laminated glass complying with Item I of Section
R308.8.2 is used as single glazing or the Inboard
pane in multiple glazing. Screens shall not be required where fully tempered glass is used as single glazing or the
Inboard pane In multiple glazing and either of the following conditions is met:
1. Glass area 16 square feet (1.49 m2) or less. Highest point of glass not more than 12 feet (3658 mm) above a walking
surface, nominal gloss thickness not more than 3/16 inch (4.8 mm), and (for multiple glazing only) the other pane or
panes fully tempered,
laminated or wired glass.
2. Glass area greater than 16 square feet (1.49 m2).Glass sloped 30 degrees (0.52 rod) or less from vertical,and
highest point of glass not more than 10 feet (3048 mm) above a walking surface.
R308.6.6 Glass in greenhouses. Any glazing material is permitted to be installed without screening in the sloped areas
of greenhouses, provided that the greenhouse height
at the ridge does not exceed 20 feet (6096 mm) above grade.
R308.6.7 Screen characteristics. The screen and Its fastenings shall be capable of supporting twice the weight of the
glazing, be firmly and substantially fastened to the
framing members, be installed within 4 Inches (102 mm)of the glass and have a mesh opening of not more than ] inch by I
inch (25 mm by 25 mm).
R308.6.8 Curbs for skylights. Unit skylights installed in a roof with a pitch flatter than three units vertical in 12
units horizontal (25-percent slope) shall be mounted on a
curb extending not less than 4 inches (102 mm) above the plane of the roof unless otherwise specified in the
manufacturer's Installation instructions.
R308.6.9 Testing and labeling. Unit skylights and tubular daylighting devices shall be tested by on approved
Independent laboratory, and bear a label Identifying manufacturer,
performance grade rating and approved inspection agency to Indicate compliance with the requirements of AAMA/WDMA/CSA
101/I. S. 2/A440.
R308.8.9.1 Comparative analysis for glass-glozed unit skylights. Structural wind load design pressures for glass -glazed
unit skylights different than the size tested in accordance with Section R308.8.9 shall be permitted to be different
than the design value of the
tested unit where determined in accordance with one of the following comparative analysis methods:
1. Structural wind load design pressures for glassglazed unit skylights smaller than the size tested in accordance with
Section R308.6.9 shall be permitted to be higher than the design value of the tested unit provided that such higher
pressures are determined by accepted engineering analysis.
Components of the smaller unit shall be the some as those of the tested unit. Such calculated design pressures shall be
validated by on additional test of the glass -glazed unit skylight having the highest allowable design pressure.
Fi¢AMINCs NOTES:
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 SECT IONR602.I 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 'MEAT 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-LISHED 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 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.
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) .
Signed and sealed by T.L. Hansou
Thomas L Digitally signed by
using a Digital Signature and date. ,� �P-s� "",V,
k• e ., vy. �i�i
Thomas L Printed copies ofthis document ti r0; •' * G
Ha n son:A01410 Hanson:A01410D00000 are not considered signed and -
177EF3164E00001 SADA sealed and the signature must be to of
D00000177 E F 31 verified on any electronic co 2
Date: 2021.05.24 % 0, • rl otz �•"''a`';;�
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*NOTE. THE ABOVE WINDOW CHART FITS MOST WINDOW MANUFACTURERS
WINDOWS HOWEVER THE CONTRACTOR SHALL VERIFY WITH CHARTS /
DOCUMENTATION PROVIDED WITH SPECIFIC WINDOW MANUFACTURER
TO SWITCH
REAR DOOR
1 1 - - - — 1 _ _— -. L_. L 1 II _- I 1 I 1 .I I ! 1 1" 1 1 I, 11 ! 1 I _. _ .... I —I 111 1 I-1-1 _ -. _—L= ._ _
TO SWITCH Q
REAR DOOR
.1.1. I
INTERIOR ELECTR I C14L OUTLET LOCATIONS
3%9
TO SWITCH g
FRONT DOOR
_out lat
In soffit
250.94 BONDING FOR OTHER SYSTEMS. AN INTERSYSTEM BONDING TERMINATION
FOR CONNECTING INTERSYSTEM BONDING AND GROUNDING CONDUCTORS
REQUIRED FOR OTHER SYSTEMS SHALL BE PROVIDED EXTERNAL TO
ENCLOSURES AT THE SERVICE EQUIPMENT AND AT THE DISCONNECTING MEANS
FOR ANY ADDITIONAL BUILDINGS OR STRUCTURES. THE INTERSYSTEM BONDING
TERMINATION SHALL BE ACCESSIBLE FOR CONNECTION AND INSPECTION. THE
INTERSYSTEM BONDING TERMINATION SHALL HAVE THE CAPACITY FOR
CONNECTION OF NOT LESS THAN THREE INTERSYSTEM BONDING CONDUCTORS_
THE INTERSYSTEM BONDING TERMINATION DEVICE SHALL NOT INTERFERE WITH
OPENING A SERVICE OR METERING EQUIPMENT ENCLOSURE.
THE INTERSYSTEM BONDING TERMINATION SHALL BE ONE OF THE FOLLOWING:
(1) A SET OF TERMINALS SECURELY MOUNTED TO THE METER ENCLOSURE
AND ELECTRICALLY CONNECTED TO THE METER ENCLOSURE. THE
TERMINALS SHALL BE LISTED AS GROUNDING AND BONDING
EQUIPMENT.
(2) A BONDNG BAR NEAR THE SERVICE EQUIPMENT ENCLOSURE, METER
ENCLOSURE, OR RACEWAY FOR SERVICE CONDUCTORS. THE
BONDING BAR SHALL BE CONNECTED WITH A MINIMUM 6 AUG
COPPER CONDUCTOR TO AN EQUIPMENT GROUNDING
CONDUCTOR(S) IN THE SERVICE EQUIPMENT ENCLOSURE, METER
ENCLOSURE, OR EXPOSED NONFLEXIBLE METALLIC RACEWAY.
(3) A BONDING BAR NEAR THE GROUNDING ELECTRODE CONDUCTOR
THE BONDING BAR SHALL BE CONNECTED TO THE GROUNDING
ELECTRODE CONDUCTOR WITH A MINIMUM 6 AWG COPPER
CONDUCTOR
0 21 ; I I IrMLECTR ICA
m E�
(3)2/0,4G Cu, 211C — 200A MLO
120/240V
METER li 3 WIRE SN
O 200A
MB VI
(3)2 /0 Cu, 2 "C
TO 5ARN
NO. 4 CU
TO UTILITY II GROUND IN ACCORDANCE
TRANSFORMER WITH NEC 250
ELECTRICAL RISER
PLAN
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FRONT DOOR
DESCRIPTION
kVA
GENERAL LIGHTING
3556 Sq. Ft. @ 3 Watts per Sq. Ft. =
10.7
SMALL APPLIANCE LOAD
2-20A ckts @ 1.5 ea.
=
3.0
LAUNDRY
1.5
RANGE
8.0
DRYER
5.0
WATER HEATER
4.5
OPTIONAL GARBAGE DISPOSAL
1.2
OPTIONAL DISHWASHER
1.2
TOTAL
35.1
First 10 kW @ 100% =
10.0
Remainder at 35% 25.1
kw x .35
8.77
HEATING
1-AH w/Heat =
6.8
1-HP =
6.7
32.3
TOTAL CALCULATED
Calculated load for service size is
32.3 kW
divided by 230V
140.3 Amps
(Amps
200A SERVICE.
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
c0 41
v v -
9
v a
0
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ELECTRICAL S*1 50LS LEGEND
CEILING LIGHT =1 200 AMP. PANEL ® TELEVISION PRE -WIRE
{R} RECESSED CAN LIGHT 1'-------- L.E.D. LIGHT Q TELEPHONE PRE -WIRE
r__===__STRIP
IIOV DUPLEX RECEPTACLE Q SMOKE ALARM
I I 2'X 4' FLUORESCENT
( I I IQ CARBON MONOXIDE
vW 220V OUTLET I I LIGHT DETECTOR
�I 110V G.F.I. OUTLET O JUNCTION BOX
d
QTRACK LIGHTING
�J PUSH BUTTON
SWITCHED DUPLEX REC. 4 CGD.O.,
BEAUTY BAR LIGHT CHIMES, ETC.)
® OUTLET (HWH, AH, ETC.) FLOOD LIGHT
$ SINGLE POLE SWITCH \� BRACE t ® DOOR BELL CHIME
1 PRE -WIRE i ELECTRICAL WIRING
THREE WAY LIGHT SWITCH FOR FAN JI
\ /
1Jy GARAGE DOOR OPENER � �- -� � EXHAUST FAN
LIGHT/EX. FAN
ELECTR I C14L NOTES
TO ALL APPLICABLE CODES
ELECTRICCA�L CODE 201D1, LOCAL ORDINANCES RANMATERIALS SHALL CONFORM
OWER COMPANY REGULAT ONS.SUCH AS THE NATIONAL
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 CON515TING
OF AT LEAST 20 FEET OF BARE COPPER CONDUCTOR NOT SMALLER THAN 4 AWG. 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 CHARACTERISTIC-5 UNIQUE TO ARCING AND BY FUNCTIONING TO
DE -ENERGIZE THE CIRCUIT WHEN AN ARC FAULT 15 DETECTED.
(B) DWELLING UNITS, ALL 120-VOLT, SINGLE PHASE, 15- 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 L15TED 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 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.
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.
R315.0 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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Digitally signed by
Signed and sealedby'1'.1, Ilansonl'G\\\
Thomas L
using a Digital Signature and date.
Printed copies of this document
�n?`�
"
Hanson:AO1410
Hanson:A01410D00000
are not considered signed and
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D000001 77 E F 3 1
177EF3164E000015ADA
sealed and the signature must beLU
verified on any electronic co
Date: 2021.05.24
B4E000015ADA
08:40:06-04'00'
0
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°-'.,-,` I 1 U N M A T I ON FLAN
THE FOUNDATION HAS BEEN DESIGNED FOR A
MINIMUM LOAD -BEARING PRESSURE OF 2000
POUNDS PER SQUARE FOOT
LECsEND
ALL CMU WALLS CONSIDERED SHEAR WALL
CELL POURED SOLID w/ (005
FROM FTG. TO BOND BEAM
050 W/CELL POURED SOLID
0 8'-0" O.C. MAX. (STEM WALL)
- CONTROL JOINT (SAW CUT)
100.00 FINISHED FLOOR ELEVATION
(ASSUMED DATUM)
• TIE MAX BOLTS im 6'-O" O.C.
12" FROM ANY CORNER
B 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 3 112 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
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 flotwork which will not be enclosed at a later date.
5. Where approved based on local site conditions.
SECTION R316
PROTECTION AGAINST TERMITES
R318.1 Termite Protection. Termite protection shall be provided by registered temiticides, Including $oli applied
ruticldoe, batting systsms, and pesticides applied to wood, or other approved methods of termite protectlon
aboled for we as a preventative treatment to new constriction. See Section 202, REGISTERED TER!"IITICIDE.
Upon canpletlon of the application of the termite protective treatment, a Certificate of Compliance "it be
Issued to the building department bg the Ilconsod pest control company that contains the following
statement: • The building has recelvsd 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
Consumer Services,
R318.1.1 If soft treatment to used for subterranean termite prevention, the initial chemical soil treatment Inside the
foundation perimeter shell be done after all excavation, backrilling and compaction is complete.
R318.12 If soil treatment is used for subterranean to,, Its prevention, soil area disturbed after Initial chemical soil
treatment shell be retreated with a chemical soil treatment, Including spaces boxed or formed.
R318.13 If soil treatment is used for subterranean termite prevention, space In concrete floors boxed out or
Formed for the subsequent Installation of plumbing traps, dralne or Any other purpose shall be created by wing
plastic or metal pormanently placed forms of sufficient depth to eliminate any planned soil disturbance after
Initial c wical Boll treatment.
R318.IA If soil treatment Is used for subterranean termite po Lion, chemically treated soil shall be otected with
a minimum 6 mil vapor retarder to protect against rainfall dnlrevution. If rainfall occurs before vapor retarder
placement, retreatment Is required. Any work Including placement of reinforcing steel, one after chemical
treatment until the concrete Floor Is poured, shell be done in such manner As to avoid penetrating or disturbing
treated soft.
R318.1.5 If soil treatment is used for subterranean termite prevention, concrete overpour or mortar Accumulated
along the exterior foundation perimeter shall be removed prior to exterior chemical soil treatment to enhance
vertical penetration of the chemicals.
R31816 If soft treatment Is used for subterranean termite prevention, chomwical soil treatments shall also be
applied under all exterior concrete or grade within I foot (305 mm) of the primary structural sldowalls. Also, a
vertical chemical barrier shell be applied promptly after construction Is completed, Including Initial landscaping
and Irrigatlon/eprinkler Installation. Arty soil disturbed after the chemical vertical barrier Is applied shalt be
promptly retreated.
R318.1.1 If a registered termlticids formulated and registered as a bait system 1* used for subterranean termite
prevention, Section R316.1.1 through Section R318.16 do not applyk however, a signed contract assuring the
installation, maintenance and monitoring of the baiting system that Is In compliance with the requirements of
Chapter 482, Florida Statutes, Wail bs provided to t)'ns building official prior to the pouring of the slab, and
the agetem must be Installed prior to final building approval. If the belting system directions for ws require a
monitoring phase prior to Installation of the pesticide active ingredient, the Installation of the monitoring phase
components shall be deemed to constitute Installation of the system.
R318.IB If a registered temlticlde formulated and registered as a wood treatment Is used for subterranean
termite prevention, Sections R318.1.1 through R318.18 do not apply. Application of the wood treatment tsrmiticids
"It be as required by label directions or use, and (mist be completed prior to final building approval.
R3182 Penetration. Protactive sleeves around piping penetrating concrete slab -on -grade floors Wall not be
of cellulosaicontaining materials. If soil treatment is used for subterranean termite protection, the sleeve shall
have a maximum wall thickness of 0010 Inch (025 mm), and be sealed within the slab wing a noncorrosive
clamping device to eliminate the annular space between the pips and the sleeve. No tormiticidee Wall be
applied Inside the *leave.
R3183 Cleaning Cells and cavities in masonry units and air gaps between brick stone or masonry veneers and the
structure shell be cleaned of all nonpreservativo-treated or nornaturalig durable wood, or other
cellulose -containing material prior to concrete placement.
Exception: Inorganic material manufactured for closing cells In foundation concrete masorry unit construction or
clean earth fill placed In concrete maeorrg unit volde below slab level before termite treatment Is performed.
R3t8A Concrete bearing ledge. Brick, *tons or other veneer shell be supported bg a concrete bearing Isdgs
k
at least equal to the total thickness of the bricstone or other veneer which to poured Integrally with the
concrete foundation. No supplemental concrete foundation pours which will create a hidden cold Joint "it be
used without supplemental treatment In the foundation unless there Is an approved phyeicai barrier. An
approved physlcal barrier Wall also be installed from below the wall sill plate or first block course horizontally
to embed In a mortar joint. If masonry veneer extends below grade, a termite protective treatment must be
applied to the cavity created between the veneer and the foundation, in Ile, of a phyeioal barrier.
Exception, veneer supported by a structural member secured to the foundation aldswall in accordance with ACI
530/A6CE 5/TM8 402, provided at least a 6 Inch (152 mm) clear Inspection space of the foundation sldewall
exterior exists between the veneer and the top of any Boll, sod, mulch or other organic landscaping component,
dock apron, porch, walk or any other work Immsdlatsly adjacent to or adjoining the structure.
R318D Protection against decay and to, ties. Condensate Ilnes, Irclgation/sprinkier system risers for spray heads,
and roof downspouts shall discharge at least I foot (305 mmJ away from the structure sidowall, whether by
underground piping, tall extension* or splash blooka. Gutters with downspouts are required on all buildings with
saves of less than 6 Inches (152 mm) horizontal projection except for gable and rakes or on a roof above
another roof.
R318b Reparation of building site and removal of debris.
R318b.1 All building eftes shell be graded to provide drainage under all portions of the building not occupied
by basements.
R318b2 The foundation and the area encompassed within I foot (-AM mm) therein shell have all vegetation,
Stumps, dead roots, cardboard, trash and foreign material removed and the fill material shell be Rua of
vegetation and foreign material. The fill shall be compacted to assure adequate support of the foundation.
R318b3 After all work Is completed, loose wood end debris shell be completsly removed from under the
building and within I foot (305 mm) thereof. All wood forms and supports "it be completely removed. This
Includes, but Is not limited to: wooden grade stakes, forms, contractlon spacers, tub trap boxes, plumbing
supports, bracing, shoring, forms or other cellulose -containing material placed In any locatlon where such
materials are not clearly visible and readily removable prior to completion of the work Wood Wall not be
stored In contact with the ground under AN building.
R318.1 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 Ise* than 6 Inches
(152 mm).
Exceptions:
I. Paint or decorative cirnetiuoue finish lose than 5/8 Inch (11.1 mm) thick adhered directly to the masonry
foundation eldowall.
2. Access or vehicle ramps which rise to the Interior finish floor elevation for the width of such ramps
only
3. A 4-Inch 1`102 mm) Inspection space above patlo and garage slabs and A try areas.
4. If the patio has boon soil treated for termites, the finish elevation may match the building interior finish
floor elevations on masonry construction only.
5. Masonry veneer* constricted In accordance with Section R318A.
R318.8 Foam plastic protection. In areas where the probability of termite infestation is very heavy, as indicated
In Flgtiro R3012(6), extruded and oxpandod polystyrene, polyisocyarnurato and other foam plastics shall not be
Installed on the exterior face or under interior or exterior foundation walls or slab foundations located below
grade. The clearance between foam plastic* installed above grads and exposed earth shell be at least 6
Inches (152 mm).
Excep toons:
I. buildings where the structural members of wall*, floors, cellings and roofs are etlrsly of noncombustible
materials or pressure -preservative -treated wood.
2. Uwn In addition to the requirements of Section R318.1, an approved method of protecting the foam
plastic and structure from subterranean termite damage Is used.
3. On the Interior *Ids of basement walls.
ENr_:�INEEf;P,I5 I OTE5
(D ALL WORK TO BE DONE ACCORDING TO (Florida Building Code) nth Edition (2020) FEBC
(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
(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.
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 1900 PSI WITH TYPE M OR S MORTAR, 2000 PSI.
INTERIOR CONCRETE SLABS POURED ON FILL TO BE POURED OVER WATERPROOF
MEMBRANES. ALL SLABS TO BE REINFORCED WITH &X6 10/10 WELDED WIRE MESH.
I. 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
4. ANY SPECIES ALLOWED UNLESS OTHERWISE NOTED.
5. SIXES ARE NOMINAL. ACTUAL SIZES SHALL CONFORM TO AMERICAN
v
LUMBER STANDARD PS 20-70.
6. MOISTURE CONTENT OF LUMBER 2" OR LESS IN THICKNESS SHALL BE 19
OR LESS AT THE TIME OF INSTALLATION.
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SOIL BELOW STRUCTURE TO BE TERMITE TREATED TO A DISTANCE OF 5'-0"
BEYOND THE PERIMETER LINES OF THE BUILDING.
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(13.) ALL STEEL SHALL BE 40 KSI WITH A MINIMUM CLEAR COVER OF 3" AGAINST
(n
SOIL, AND SHALL HAVE A MINIMUM LAP OF 40 TIMES THE DIAMETER OF THE
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(10.) 2"X12" HEADERS SHALL BE 2-2"XI2" LAMINATED W/ 1/2" PLYWOOD GLUED W/
O
CONSTRUCTION ADHESIVE AND NAILED W/ 5-e16D COMMONS 16" O.G. TO MEET
4.1
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(11.) ALL FASTENERS SHALL COMPLY WITH THE DESIGN LOADS.
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(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.
04
Signed and sealed by T.L. l iansou PI'' \���� �4t.r,.,w,////i
Thomas L Digitally signed b using a Digital Signature and date. sG
9 Y 9 Y K K' 6' ,lc,.�"N F'•, ti �.�
Thomas L Pruned copies of this documentrO,• k
are not considered signed and ~ '
Ha nson:A01410 Hanson:A01410D00000 scaled and the signature must he '" :car
D00000177EF31 177EF3164E000015ADA verified can any electronic cur YF
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Date:2021.05.24
B4E000015ADA 08:39:47-04'00'
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R613.3 Exterior windows, sliding and patio glass doors.
J I I -_ I I I
I I I I I 1 11 1 1 1 1 1 II 1
_- -I--- I 1..
R613.3.1 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.
2"x12" BEAM
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 nonhobitable areas where the door assembly and area ore designed to accept water infiltration need not be tested for water
Infiltration.
2. Door as
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.
Glass 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 sholl 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 shall 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 10111.5.2 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 R613.3.1 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.
iR308.6.9ndicate Testing and labeling q skylights. Exterior skylights shall be tested by an approved Independent testing laboratory, and shall be labeled to 0 1' O
indicate compliance with the requirements of one of the following specification:
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).
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
P Y mP Y PP 9 P t
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. 2x & P.T. WOOD JAMB TO=
SEE ELEVATIONS
FOR ROOF SLOPE
SHINGLES PER SPECIFICATIONS I & FASTENERS
PER SHINGLE) FELT UNDERLAYMENT MUST BE 30"
OR EQUIVALENT (ASTM D 22& TYPE II, ASTM D48&9
OR PEEL AND STICK ROOF UNDERLAYMENT ON 1/211
PLYWOOD OR 085 W/H-CLIPS ON PRE-ENGINEERED
WOOD TRUSSES g 24"O.G. (FOR NAILING SCHEDULE
SEE SHEET 52C)
HURRICANE ANCHORS
(SEE TABLES W/ ROOF PLAN)
E TOP PLATEAMM
ALUM. DRIP EDGE
u PINE
2X�o SUB FASCIA 1/2" CD OR 5/8"
1/4"x 3-1/2" WOOD 5CREW5 m 24" O.G.
CONT. WOOD TRIM
2. Varies only In width, height and/or load requirements.
DOOR AND CONNECTION PER
GARAGE DOOR MANUFACTURER
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. m
I,
MR. ANCOHORP4
5. Shall not exceed 100 percent of the concentrated load at the juncture of the intermediate members and the frame of the approved unit.
GAR.
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.
8X8X1& CONIC.
4. Shall not permit more air and water Infiltration than the approved unit based on height above grade.
HEADER BLOCK
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.
Ft. E L E V.
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.
X
1 �2" EXP. MATERIAL q
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.
F.F. GAR-\
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
I+l
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
SEF S1 F 0 R SIZES, R E B
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 andSHEET
structural members maintain the some profile as tested. SIZES &
NUMBER REQUIRED
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 shall 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 0 tonal exterior door component testing With the exception of HVHZ exterior side -hinged door assemblies not covered by Section R613 3 shall
SEE SHEET S1 FOR HOLD DOWN
HARDWARE ( TOP & BOTTOM)
U3' "-REBAR BENT BACK 4"
05 REBAR CONT.
"5 REBAR VERT. REINF.
BEYOND fit MAX. V -011 O.G.
IN CONIC. FILLED CELL5
cA
have the option to have the components of the assembly tested and rated for structural integrity In accordance with the following specification: 011 DIROP
SLP415
SDI A250 13 14
Following the structural testing of exterior door components, there shall be no permanent deformation of any perimeter from 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.
PL YWD SHEATHING AND SIDING
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
2 x6 END STUD
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.
2 xlo END STUD
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.
�w�
(CONVENTION CORNER)
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
( PRE -INSUL ATE VOID
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
performance.
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 framor by jamb clip or subframe system, In accordance with the manufacturers published installation
frame or
instructions Ancshall be securely fastened directly into the masonry concrete or other structural substrate material. Unless otherwise tested, bucks
2x& GYP. BD, BACKER
MAY VARY
ALUIMFA5CIA 4 (SEE ROOF PLAN)
SOFFIT
INSULATION
UNLESS OTHERWISE NOTED - ALL THERMAL INSULATION
SHALL BE AS FOLLOWS:
GONG BLOCK WALLS R-3 BLOWN CELLULOSE OR R-4.5
ALUMINUM MULTI SHEETS FOIL
FRAMED WALLS R-11 FIBERGLASS GATT
INTERIOR CEILINGS R-IS FIBERGLASS GATT OR BLOWN
CEILINGS UNDER ATTIC R-30 FIBERGLASS GATT OR BLOWN
TEXTURED STUCCO OVER
EXP. MTL. LATH OVER
015 BLDG. FELT ON
ASPHALT IMPREGNATED
COMP. BOARD (OR
INSULATIVE FIBER BOARD
SHEATHING.
OR
EXTERIOR SIDING OVER
"15 BLDG. FELT WITH
OR WITHOUT IN5ULATIVE
FIBER BOARD 4 SHEATHING
FOR NAILING SEE SHEET 525
TABLE 2304.9.1 FASTENING SCHEDULE
(1) 20'-0" 04 COPPER (WITH
APPROVED CLAMP) TIED
TO FTG. STEEL AND GRND.
ROD (BY OTHERS) AT
ELECTRICAL BOX LOCATION
PANEL EDGE SUPPORT FOR NARROW WIDTH ROOF SHEATHING" PER TECHNICAL NOTE 0R2-15A III "-DOUBLE
PLY CLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL - NONE REQUIRED AT RIDGE OR HIP. 12" TO 10" -
LUMBER ONLY BLOCKING (2x4) FLAT WISE OR ENDWISE ON THE 51DE ADJACENT TO THE FULL WIDTH PANEL
NONE REQUIRED AT RIDGE OR HIP. FOR PLYWOOD SHEATHINGS 12" OR LE55 - LUMBER ONLY BLOCKING, (2x4)
FLAT WISE OR EDGEWISE ON BOTH PANEL EDGES.
DRYWALL ON CEILING
(2)2X4 TOP PLATE
or (2)2X& TOP PLATE
1/2 "DRYWALL OVER
2X4 STUDS 6 111 O.C.
or 2Xro a 24"O.C.
2X4 or 2X(o BLOCKING
NOTE:
INSTA LL 2X4 CO RNER
BRACING AT ALL EXT
CORNERS OR PLYWOC
SHEATHING AT EACH
SIDE OF CORNER
2X4 P.T. PL. POWER
SET INTO CONIC.
TIE MAX 1/2" GALV. ROD
6 -12" O.G. 4 EACH SIDE
OF OPENING
-WOOD BASE
-
In
INSUL. PER
SPECIFICATIONS
(2)2X4 or (2)2X6
TOP PLATE
2X4 or 2X&
JACKS
(2)2X& "2 YELLOW
PINE HEADER (UP
TO 5'-0" SPAN) OR
(2) 2X12 Y.P. HDR.
W/NO JACKS)
UM. WINDOW
%RBLE SILL
;4 SILL PL. or 2X& SILL OL.
X
F
0
(1) 20'-0" "4 COPPER (WITH
APPROVED CLAMP) TIED
TO FTG. STEEL AND GRND.
ROD (BY OTHER5) AT
ELECTRICAL BOX LOCATION
3000 PSI GONG.
- & "x 111 10/10 E.W.W. MESH REINFORCING
REQUIRED THROUGHOUT THE CONCRETE SLAB -
TIE MAX 1/211 GALV. ROD
9 -12" O.C. 4 EACH SIDE
OF OPENING
IIII0 WWF OR
IBER MESH 1.5"/GU. YD.
ZWOOD BASE
�- HEADER BLOCK W/050
NOTE: IF WALL HEIGTH EXCEEDS 2'-0"
BRACE WALL UNTIL FLOOR 15 POURED
050 W/CELL POURED SOLID
V-0" O.G. MAX.
cv
050 DOWEL
SPACING PER FOUNDATION PLAN
GROUND ROD (BY OTHERS) & MIL. VAP. BARRIER
(2)"5 REBAR CONT. ON 03 CHAIRS &u
(3" MIN. COVER) GROUND ROD (BY OTHERS) N 2-050
1 T*TOPI CAI= W041MIM SECT I ON OPT I ONP4L (STE
or R r;F4OSO ROD OPT 1 ON
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 15 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 LE55 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 BE BONDED TOGETHER BY THE USUAL STEEL TIE WIRES OR OTHER EFFECTIVE
MEANS."
SHINGLES PER SPECIFICATIONS (W/ & FASTENERS SEE ELEVATIONS
PER SHINGLE) FELT UNDERLAYMENT MUST BE 30" FOR ROOF SLOPE
OR EQUIVALENT (ASTM D22& TYPE II ASTM D4a
ii
OR PEEL AND STICK ROOF UNDERLAYMENT ON 1/2" SHINGLES PER 5PECIFICATION5 (w/ do FASTENERS SEE ELEVATIONS
PLYWOOD OR OSB W/H-CLIPS ON PRE-ENGINEERED PER SHINGLE) FELT UNDERLAYMENT MUST BE 30" FOR ROOF SLOPE
WOOD TRU55E5 m 24"O.C. (FOR NAILING SCHEDULE OR EQUIVALENT (ASTM D 22(o TYPE II, ASTM D48&9
SEE SHEET 52G) OR PEEL AND STICK ROOF UNDERLAYMENT ON 1/2"
PLYWOOD OR 055 W/H-CLIPS ON PRE-ENGINEERED
WOOD TRUSSES m 24"1 (FOR NAILING SCHEDULE
SEE SHEET 52C)
'-PLYWD SHEATHING AND SIDING
BACKING FOR EXT. SIDING 4 TRIM
shall extend beyond the Interior face of the window or door frame such that full support of the frame s provided. Shims shall made from materials capable I' CORNDETA 1
of sustaining applicable loads, located and applied in a thickness capable of sustaining applicable loads. Anchors shall be provivi ded to transfer load fromMRthe window or door frame to the rough opening substrate2 1.
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 subframe 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 Frame Wall
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 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 from or by jamb clip or subframe system or through the flange 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. t F
C i H 1
R613.7.I Mullions. Mullions, other than mullions which are an integral part of a window or glass door assembly tested and labeled in accordance with Section 0 l�
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. F
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 SILL
substrate. R.O. WIDTH
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)
440 P 30 f
WINDOW 4 DOOR FASTENING
2020 Florida Building Code NOTES
L ALL EXTERIOR WINDOWS AND GLASS DOORS SHALL
BE TESTED IN ACCORDANCE WITH ANSI/AMMAMIULDA
I01/182 STANDARD AND BEAR AN AMMA OR WDMA
LABEL NDIGATMG, MANUFACTURERS PERFORMANCE AND
APPROVED PRODUCT TESTING ENTITY, IN ACCORDANCE
WITH 2O20 Florida BuNdln9 Code, SECTION li0'1.4Z.1.
2. ALL EXTERIOR DOORS AND WINDOWS, SHALL BE
ANCHORED IN ACCORDANCE WITH MANUFACTURERS
SPECIFICATIONS, IN ACCORDANCE WITH 2O20 FLORIDA
BUILDING CODE 1701,4.1.
3. WINDOWS AND DOORS FASTENED TO BUCK STRIPS
LESS THAN 1 1/2' SHALL BE ANCHORED THROUGH
THE JAME TO THE STRUCTURAL SUBSTRATE, IN
ACCORDANCE WITH 2O20 Florida Bulldtng Cods. M07.4.4Z
4. WINDOW AND DOOR MULLION ASSEMBLIES SHALL BE
DESIGNED AND TESTED TO TRANSFER M TIMES THE
NOIGATED DESIGN LOADS, TO THE STRUCTURAL 8U15STRATE
IN ACCORDANCE WITH, 2020 Florida Building Cods
t'10l,49.1 AND 1101A.5.4.
Commercial (C) 1000 x 2100
(40 x 83)
1 0
(
ps )
Heavy Commercial (HC) 1200 x 2400
(48 x 95)
1920 Pa
(40
psf)
1.UNIT RIMENSION
Architectural (AW) 1200 x 2400
(48 x 95)
1920 Pa
(40
psf)
WIDTH
JAMB
*Performance Class and Performance
Grade per ANSI/AAMA/NWWDA
101/I.S.2-97
dR613. 7. 3
eflects Deflection. Mullions shall
deflecting more than L/175, where L
is copoble of resisting
is the span of the mullion
the design pressure
in inches.
loads applied by the window and door assemblies
to be supported without
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
load shall be sustained for 10 seconds, and the permanent deformation
material stress levels. If tested by on approved laboratory, the
shall not exceed 0.4 percent of the mullion span of ter thea
ooved.
times the design pressure
1.5 times design pressure
load is rem
ATTACHMENT OF
WINDOW TO FRAME
WALL TO BE PER
MANUFACTURERS
RECOMMENDATION.
HURRICANE ANCHORS
(SEE ROOF PLAN )
ALUM. DRIP EDGE
2X& SUB FASCIA
Simpso Stron
Install d per I
Uplif 1s less t
4x4WC
OR car
ALL WIDT
=J
ALUM.
UJINDO
R613.7.5 Installation Instruction for exterior
windows and doors. Wlndows and doors sha11 be installed In accordance with ASTM E 2112 or In accordance with
the manufacturer's Installation Instruction.
the ma
nweatherstr uctipping.
Flashing, sealants and
Flashing and sealants for exterior windows and doors shall comply with Section R703.8.
O N.T.S.
WINDOW
/
DOOR
AN C H O R 04IC
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 812, or other approved standard as appropriate for
the type of
sealant.
.-,.,, k
,...e.,i- Atmon 1- aHMI he within the tnlernnces specified at Section R606.12 and in addition
shall provide-_
UJ 4NCI40R4C:E CNT�)
�E F R AM r;)
HURRICANE ANCHORS
(SEE ROOF PLAN )
ALUM. DRIP EDGE-,
2X& SUB FASCIA
M WALL)
(3) 2x 12's w/ 1/2"
-PLYWD. BETWEEN
(SIZE MAY VARY
SEE ROOF PLAN)
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Thomas L
Digitally signed b
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Signed and scaled by T.L. Hanson PE ��� �''""b,
, ,,.,/It . I,
Thomas L
using a Digital Signature and date. : �p'`� µ S0 /,
Hanson:A01410
Hdnson:A01410D00000
tedcopiideredes of ignedument zz�`: '
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PROJECT NO.
2021-11
111
_ ____ i I L_1 1 _._
----:I I 11- - ! e? 'l_es. I l a I III I II - --.. !_I. '1. 'I _ 1 1111 1 --�- 1-
1L l J_J. I I.
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
1 2
7-3
2
6-6
2
2-2x12
9-9
2
8-5
2
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
1 9-5
2
4-2x8
9-2
1
8-4
1
7-8
2
4-2x10
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
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
3-2x 10
8-9
2
7-8
2
6-1 1
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
1 2
5-2
2
1 4-8
2
3-2x10
7-7
2
6-4
2
5-8
2
3-2x12
8-10
2
7-4
3
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
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
1 2-11
2
2-2x8
4-9
2
4-2
2
3-9
2
-2x10
5-9
2
5-1
2
4-7
3
!22-2xl2
6-8
2
5-10
3
5-3
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
2
6-7
2
4-2x12
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
2
4-2x8
5-7
2
4-10
2
4-4
2
4-2x10
6-10
2
5-11
2
5-3
2
4-2x12
7-11
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.
ROOF SHEATHING FASTENING SCHEDULE a b,c,,l
Sol Common 10.i31 x 2-1/2 Inches) or Ring -Shank (0.135 X 2-1/2 Inches)
(Except where Noted) for Exposure B, Enclosed F3ulldings, Roof Framing Spaced 24 inches
oz. or Lass
Roof Fastening Zone
Overhang
Wind
Main
Sheathing -to -Gable
leaves)
velocity
Roof
End -Wall Framingg
(3-Second
Panel
1 2
3 2 3
2 3
Gust)
Location
Fastening 56"ledule Cinches on center)
Supported Panel
6 6
6
6 6
150 mph f•9
and and edges
3h
Panel field
ro 4
3
4 3
Supported Panel 6 6 6 6 6
120 mph f� and and edges 3
Panel field 12 6 4 ro 4
Supported Panel 6 6 6 6 6
C 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 B and a 2-foot overhang.
C. For median roof height 35 feet or leas.
d. Gable wall height of 8 feet or leas from top floor telling to roof peak
e. Provide adequate uplift hardware at trues -to -wall connections. Such
connections 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 inches)within 46 Inches of
gable and walls. NRC Table Ro02.3, footnote f)
g. When wind speed la 100 mph or greater, block panel edges perpendicular to
gable -and -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 3.5.5)
h. 10d ring -shank nails (0.14Sx 3 Inches).
I. Blocking not required.
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.
ROOF FASTENING ZONES FOR WIND UPLIFT
Zones 12 and 3 shown below Indicate areas of the roof that may have different fastening
requirements.
GABLE END WALL WALL LINE
3 OVERHANG 3 OVERHANG \/3 OVERHANG
WALL LINE
2 OVERHANG : VEIL VEl
., {1:..5..•....
3 2}}Z �• 3. 2 :3:j AMMNd
2 3 t
. ....
I I I i'....
II J f I{ f{ {{
II I
_ HIP OCiF w ) CstLE ....
2: 1 {2 2.11 1 2 2:1 1 iz 2:1 1 I2
o a s o � o
1v I I I is o
ry II I I fk:a 1v Lt {{ :�
�
a .. I i .:
L{
..... .
{F"
:• sa 2.:.:3 ...3 2
2 OVERHANG vE�l
WALL LINE 3 OVERHANG 3 OVERHANG
3 OVERHANG WALL LINE GABLE END WALL
Distance a=4 ft. in moat cases (109 of least building width or 0.4 times building height,
whichever to smaller, but not less than either 4% of least building width or 3 ft.)
ROOF N4I L iNG SCHEPULE (G4 3LISS)
COLLAR TIE IX6 (MIN.) EVERY -
OTHER RAFTER 71-(D° OR LONGER
171 ^1_VIAI/. nt-I ^111 I fit-\/.0
251I MIN. LAP 25" MIN. LAP
I
I
I
II Cll "5 DOWEL
I IN CORNER
I I
I
I • I
I
II (l� "5 DOWEL
II IN CORNER
FOOTING 4 STWVIWALL RE IN;:Of'Cr= «NT
2X(o VERTICAL SCAB OR KNEEWALL MID -POINT
IN RAFTER W1 RAFTER SPAN LENGTH GREATER
THAN 14 FT OR LONGER.
CONN W1 4-10d NAILS AT TOP 4 HURRICANE
CLIP -a BOTTOM.
SIMPSON L5TA12
(OR EQUAL)
PLYWOOD SHEATHING
(4) 106 1l RIDGE
BOARD END
TRUSSES BELOW SHEATHED PRIOR
TO VALLEY FRAMING INSTALLATION
OR 6I-10" O.C. TOP CHORD
SIMPSON L5TA12 STRAP OR SIMPSON A22 TIE
'a EA. RAFTER W/ 10-10d NAILS
(TYP.)
2X6 CONT. W/SLEEPER, CLIPPED
OR STRAPPED TO TRUSS BELOW
�, I I I CONY VALLEY FRAMING DETAI
DESCRIPTION OF BUILDING ELEMENTS
NUMBER AND TYPE OF FASTENER
SPACING
AND LOCATION
Roof
3-8d common
2x x 0131, or
"
3-I0d box (30. 10.
28, ); or
1.
Blocking between ceiling joists, rafters or trusses to top
3-3" x 0.131" nails; or
Each and, toenail
plate
or other framing below
3-3" 14 gage staples, ticrown
2-8d common �2}' 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" nulls
End nail
3-3" 14 gage staples
I6d common ( 3j" X 0. 162" ) 0 6" o. c.
3"x 0.131' nails 06" o.c.
Face nail
Flat
blocking to truss and web filler
3" 14 gage staples 0 6"o.c.
3-8d common S 2}" 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 sta les, " crown
3.
Ceiling joist not attached to parallel rafter,
3-16d common (2}" X 0.131")or
4-10d box (3" x 0.128")or
laps
over partitions (no thrust)
4-3"x 0. 131" nails; or
Face Nail
(see
Section 2301.2)
4-3" 14 gage stoples,?S" crown
4.
Gelling joist attached to parallel rafter (heel joint) (see
Per Section 2301.2
Face nail
Section
2301.2
3-I0d common 3 X 0. 148 ; or
5.
Collar tie to rafter
4-10d box (3" x 0.128");or
4-3" 0.131" nails; or
Face nail
4-3" 14 gage staples, ?e" crown
3-I0d common 3 X 0. 148"); or
6.
Rafter or roof truss to top plate
4-10d box (3" x 0.128");or
c
(See
Section 2301.2)
4-3" 0.131" nails; or
Toenail
4-3' 14 gage staplel crown
2-I6d common 3 1 2 X 0. 162"); or
3-I0d box ( 3" x 0. 128" ); or
3-3" 0. 131" nails; or
End nail
7.
Roof rafters to ridge valley or hip rafters; or roof
3-3" 14 gage staples,J' crown; or
rafter
to 2-inch ridge beam
3-COD Common 3 "0. 148 ; or
4-160 BOX (3 1/2"-0.135"); or
4-10D BOX (3" -0. 128"); or
Toenail
4-3" -0. 131" Nails; or
4-3" 14 aaa e sta le s " crown
2"
I6d common 3 1 X 0.162
24"o.c. face
nail
B.
Stud to stud (not at braced wall panels)
1 common .128 ;or
3"x 0.131' nails; or
16'o.c. face
nail
3-3" 14 gage staples, ?s" crown
9.
Stud to stud and abutting studs at intersecting wall
I6d common 3 1/2- X 0.162
16"o.c. face
nail
I6d box 3 1/2 X 0.1 ; or
12" a. c. face
nail
corners
(at braced wall panels)
3"x 0.131 nails; or
3-3" 14 gage staples," crown
12"a.c. face
Hall
10.
Built-up header (2" to 2" header))
16d common 3 1 2" X 0.162
16'.. c. face
nail
I6d box 3 1/2' X 0. 135 ; or
12 o. c. face
nail
I1.
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
Il c. face
nail
10d common ; or
12.
Top plate to top plate
3"x 0.131' nails; or
12"o.c. face
nail
3" 14 gage staples, A" crown
8-16d common 3 1/2' X 0.162 ;or
Each side of
and joint, face
12-10d 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
and joint)
16d common 3 1 2" X 0. 162" ; or
1l face
nail
14.
Bottom plate to joist, rim joist, band joist or blocking
1 d ox 1 ;or
3"x 0.131" nails; or
(not
at braced wall panels)
12"o.c. face
nail
3" 14 gage staples, ?9" 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, ?g" crown
4-8d common (2 1/2' X 0. 131"); or
4-I0d box (3" x 0.128");or
Toenail
4-3" 0.131" nails; or
4-3" 14 gage staples, ?g" crown
16.
Stud to top or bottom plate
2-16d common 3 1/2" X 0. 162 ; or
3-I0d box (3" x 0.128");or
3-3" 0.131' nails; or
End nail
3-3" 14 gage staples, ?6' crown
17.
Reserved
2-16d common (3 1/2" X 0.162");or
18.
Top plates, laps at corners and intersections
3-10d box (3" x 0. 128"); or
3-3" 0.131" nails; or
Face nail
3-3" 14 gage staples, ?a" crown
2-8d common (2 1/2" X 0. 131"); or
19.
1' brace to each stud and plat
2-I0d box (3" x 0.128");or
2-3" 0.131* nails; or
Face nail
3-3" 14 gage staplel crown
20.
I'xb" sheathing to each bearing
2-8d common (2 1/2" X 0. 131"); or
Face Hall
3-I0d 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
Foce roil
Floor
3-8d common (2 1/2" X 0.131");or
22.
Joist to sill, top plate, or girder
3-10d box (3" x 0.128");or
3-3" 0.131" nails; or
Toenail
3-3" 14 gage staples, ?S" crown
Bd common 2 1/2 X 0. 131" ; or
23.
Rim joist, band joist, or blocking to top plate, sill or
10d box (3' x 0. 128"); or
other
framing below
3" 0.131" nails; or
6"o.c., toenail
3" 14 gage staples, ?g" crown
2-8d common 2 1/2" X 0. 131 ; or
Face nail
24.
1"x 6"subfloor or leas to each oast
x 0.128" box ;or
2-10d ( )
25.
2" subfloor to joist or girder
2-16d common 3 1 2 X 0.162
Face nail
26.
2" planks lank & beam - floor & 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
staggered on
opposite sides)
common ; or
24" o. c. , face
no 1 at top and
27.
Built-up girders and beams, 2, lumber layers
3"x 0.131' noIIs; or
bottom
3" 14 gage staples, ?g" 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" nai is; or
nail
3-3" 14 gage staples, ?g" crown
3-I6d 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, ?g" 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-I6d 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, t" 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
ed common or deformed L a' •0. 131
(roof) or rem"i (2.l "0. 1131 noel
6
12
(roof).
31.
3/8 "- 1/2-
21"xO.113" nail (subfloor and wall)
6
12
1i" 16 gage staple. A. crown
4
8
subfloor and wall
2i' x 0.113. nail (roof)
4
8
1 3/4" 16 gage stop le,?&"crown(roof)
3
6
8D COMMON (21/2 " +0. 1311; OR
6
12
6D DEFORMED (2"-0.1131 (SUBFLOOR AND
32.
19/32 " - 3/4"
WALL)
8d common or deformed (21/2 ' •O. 1311
(roof)or RSRS-01 (23/8"-0.113') nail
6
12
(roof)d
21"xO.113 "no il; or
4
8
2" 16 gage staple, &"crown
33.
7/8 - IJ'
30mmond co(3" x 0. 148"); or
6
12
Other exterior wall sheathing
li" galvanized roofing nail
( l head dIameter );or
34.
1/2 'fiberboard sheathing b
li', 16 gage staple with A"or 1"
3
6
crown
2-20d common 4 X 0. 192"); or
3-10d box (3" x 0. 128" ); or
35.
25/32. fiberboard sheathing b
3-3" 0.131' nails; or
3
6
3-3" 14 gage staples. J" crown
Wood structural panels, combination subfloor underloyment to framing
36.
3/4 "and less
Bd common (2 1/2"x 0.131'); or
6
12
6d deformed 2"x0.113'
8d common (2 1/2"x 0.131"); or
6
12
37.
7 8 -- 1-
6d deformed 2"xO.113"
lOd common (3"x 0.148"); or
6
12
38.
Ib"- 1�"
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 lase
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 (1 1/2% 0.080"); or
6
12
41.
4d finish I 1 2'x 0.072'
_
6d casing (2"x 0.099"); or
6
12
42
i
6d finish Panel supports at 24"
For Sl: 1 Inch - 25. 4 mm
a. Nails spaced at 6 inches at 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 celling joist in accordance with this schedule and the telling joist is
fastened t0 the top plate In accordance with this schedule, the number of toenails in the rafter shall be permitted to be reduced by
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Thomas L
signed by Thomas L F-
Hanson:A01410 Danlson:AO1410D00000177EF31B T
D00000177EF31 Date: 021.05.2408:39:02-04'00'
B4E00001 SADA 0
0
U
Signed and sealed by JAL L son
using a Digital Signature and date.
Printed copies of this document' *�G
are not considered signed and f
sealed and the signature must be w =
verified on any electronic co to %w ti
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O_
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W
PROJECT NO.
2021-11
DWG N0.
S Z�
m�
i 11 1 1 n- i 11 1 r '_1 111�
PRODUCT APPROVAL INFORMATION SHEET (S)
EVALUATION REPORT FROM A PRODUCT EVALUATION ENTITY
FFRO[DUGT AFFF�OVAL 5FE G f F f GAT f Oil 5�4E E T
MMAs squired by Florida Statute 553.842 and Florida Administration Code 95-12, 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
+61.01-6-i.0 psf
ThermaTru
Smooth Star
FL 551N.2
+61.0 / -6-1.0 psf
ThermaTru
ClassicCraft
FL 55313
+610 / -61.0 psf
5. SLIDING
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 08000/0100 01101 - 01104
9' Max width, 14' Max Height
FI 8248.1 - FI 8248.4
+22.9 / -26.3 psf
+46.0 /-52.0 psf
Wayne -Dalton, a division of
Overhead Door Corporation
Model 00000/6100 1*11211 - 01125
16' Max width, 14' Max Height
FI 8248.5 - FI 8248.c3
+15.30 / -11.0 per
+46.0 /-52.0 psf
D. OTHER
2. WINDOWS
A. SINGLE HUNG
MI Windows and Doors
Series GA 1135 Aluminum 5H
FL 15211.5
+50.0 / -50.0 psf
MI Windows and Doors
Series CAA 5500 PVC SH
FL 15211.1 - FL 15217.3
+50.0 / -50.0 psf
5. HORIZONTAL SLIDER
MI Windows and Doors
Series HS I88
FL 15351.1 - FL 15351.E
+50.0 / -50.0 psf
MI Windows and Doors
Series 1630 Single Slider
FL 21635.1 - FL 21638.11
+50.0 / -50.0 psf
C. FIXED
D. MULLION
E. OTHER
3. PANEL WALL
A. SIDING
James Hardie Building
Products,lnc.
Artisan®Lap Siding
FL 10411.1
5. SOFFITS
Alsicle
Solid and vented Soffit
FL 15212.1 - FL 15212.2
+10.0 / -10.0 psf
C. VINYL SIDING
Certainteed Corp Siding
Products
CertainTeed Vinyl Vinyl Siding
FL15-13.1
+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 1 Tile
villa 1300
FL la41B.24 - FL l849.26
N/A
F. OTHER
5. SHUTTERS
Global Protection Products
Galvanized Steel Storm Panels
FL 150-i6.i - FL 150-16.2
N/A
A. STORI-1 PANELS
Global Protection Products
G IIF 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
6. STRUCTURAL
COMPONENTS
Fastening Specialists, Inc.
Tie Max "Threaded Rod"
FL1566.36
A. WOOD CONNECTORS / ANCHORS
USP Structural Conn.
see chart
Simpson Strong -Tie
see chart
5. TRUSS PLATES
ITW Building Components
Alpine Truss Plates
FL 1999.1 - FL 1999.4
N/A
MiTek Industries, Inc.
Truss Plates
FL 2113-1.1 - 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 - TJ I
FL 1630.1 - FL 1630.11
N/A
Weyerhaeuser
iLevel Rim Board, LVL, PSL, LSL
FL 652-1.1 - FL 6521.4
N/A
D. MATERIAL
Gast -Crete Corp.
High Strength Concrete Lintels
FL 158.1
N/A
Powers Steel, Inc.
Power Box Lintels
FL 311ci.1 , 5450.1 , 113a3.1
N/A
A. SINGLE PLY ROOF SYSTEMS
Mule -Hide Products Co., Inc.
Thermoplastic polyolefln Single ply
roof systems
FL12-1-12.1
+N/A /-525
uUSF Gonnectore
USP Stock NO.
Statewide Product Florida
Approval No.
Evaluation Report Baste
A3
FL11244.1
ESR-3455
HD210-2
FL132855
ESR-3445
140212 -2
FL112323
ESR-3445
HD216
FL112323
ESR-3445
HD216-3
FLI12323
ESR-3445
HD26
FL112322
ESR-3445
HD28-2
FI-112323
ESR-3445
H0410
FLI1232.4
ESR-3445
W0412
FL11232.4
ESR-3445
HD610
FLI1232.4
ESR-3445
HDO410
FLI12212
ER-0201
HGAIOKT
FLI1236b
E5R-3448
HGAMIOKT
FL11699.1
Evaluation Report
HHCP2
FLI123ro.1
ESR-3448
HTAI6-lb
FLI16802
Evaluation Report
HTA20-18
FLI16802
Evaluation Report
HTT4/14TTib
FL112192 - FL11324.1
ER-0200 - Evaluation Report
HTT5
FLI12192
ER-0200
HTWi6
FLI12448
ESR-3455
HTW20
FL112448
ESR-3455
WTW24
FL112448
ESR-3455
HTW30
FL112448
ESR-3455
HTWMI6
FL62232
Evaluation Report
HTWM20
FL112448
ESR-3455
HUGT2
FL62233
Evaluation Report
HUGT3
FL62233
Evaluation Report
HUS210-2
FL11232.1
ESR-3455
HUS212-2
FL11232.1
ESR-3455
HUS26
FLI1232.1
ESR-3455
HUS28
FLi1232.1
ESR-3455
HUS28-2
FL11232.1
ESR-3455
JL24
FLI12328
ER-0201
JL26
FLI1232B
ER-0201
JUS210-2
FL11232.12
ESR-3445
JU524
FL11232.11
ESR-3445
JUS26
FL11232.12
ESR-3445
JUS26-2
FL11232.12
E5R-3445
JUS28
FL11232.12
E51R-3445
JUS46
FL11232.I2
ESR-3445
KLEG3
FL11241.15
ESR-3444
KST260
FL11241.15
ESR-3445
LSTAI2
FL11244.18
ESR-3445
LSTA15
FL11244.18
ESR-3445
LSTA18
FL 11244.18
ESR-3445
LSTA24
FL 11244.16
ESR-3445
LSTA30
FLi1244.18
ESR-3445
LSTA36
FL 11244.18
ESR-3445
LTSM
FL112193
ER-0200
LT52013
FL112193
ER-0200
LTTI31
FLI121133
ER-0200
LTW12
FL11244B
ESR-3455
LUGT2
FLI12402
ESR-3441
MP3
FLI124422
ESR-3455
MP34
FL1124423
ESR-3455
MP4F
FL 1124424
ESR-3455
MP5
FL 1124422
ESR-3455
MPH3516
FL112403
ESR-3441
MSTA12
FLi1244.18
ESR-3455
MSTA15
FL11244.18
ESR-3455
MSTAIB
FL11244.18
ESR-3455
M5TA24
FL11244.18
ESR-3455
MSTA36
FL 11244.18
ESR-3455
M5TC40
FL1124426
ESR-3455
MSTC52
FL 112442E
ESR-3455
MTWI2
FL11244B
ESR-3455
MTWI6
FLi1244B
ESR-3455
MTWIS
FL112448
E5R-3455
MTW20
FL11244B
ESR-3455
MUGTI5
FLI12405
ESR-3441
NFM35X12
FL5182
Evaluation Report
NFM35XI&U
FL5183
Evaluation Report
PAU44
FL 11239.13
ESR-3449
PAU66
FLI1239.13
ESR-3445
PHD2A
FLi1219.4
ER-0200
PHXU3516
FL1124120
ESR-3444
RFUS
FL62235
Evaluation Report
R5150
FLI124421
ESR-3455
RT15
FL11236.11
ESR-3448
RTI6
FLI1236.10
ESR-3448
RTI6 -2
FL 11236.10
ESR-3448
RT16A
FL11236.10
E5R-3448
RT3A
FLI1236.11
ESR-3448
RT4
FLI1236.11
ESR-3448
RT5
FLI1236.11
ESR-3448
RT1
FLI1236.11
ESR-3448
RT1A
FLI1236.11
E5R-3448
RT8A
FLI1236.11
ESR-3448
SPT22
FL1124430
E5R-3455
SPT24
FLI124431
ESR-3455
5PT4
FL1124432
ESR-3455
5PT6
FL1124432
E5R-3455
SPTB
PLI124432
ESR-3455
SPTH4
FL1124432
ESR-3455
SPTH6
FL1124432
ESR-3455
SPTH8
FL1124432
ESR-3455
SUH24
FL11232.14
ESR-3455
THD28
FL11232.11
ESR-3445
THD28-2
FLI1232.11
ESR-3445
TWD410
FLi1232.11
ESR-3445
THD412
FLI1232.11
ESR-3445
THD612
FLI1232.11
ESR-3445
THDH414
FLI1232.11
ESR-3445
UPHDS
FL 11219b
ER-0200
USC53
FL2033.1
Evaluation Report
UGT63F
FL2033.1
Evaluation Report
U3TS53
FL2033.1
Evaluation Report
GEL1-10
FL 11241.1
ESR-1102
GEL1-22
FL11241.1
ESR-1102
S f 1" CF,5ON Gonnectors
Simpson Stork NO.
Florida Statewide Product
Approve I No.
Evaluation Report Basle
A23
FL104462
ESR-2606
HU210-2
FL1065520
E51R-2549
HU0212 -2
FL 1065523
ESR-2549
HU26
FL1065529
ESR-2549
HU26-2
FLI0655.29
ESR-2549
HU410
FLI065531
ESR-2549
HU412
FLI065534
ESR-2549
HU610
FLI0655.44
E51R-2549
HD412
FL 10655.45
ESR-2549
140610
FLI065551
ESR-2549
HUCQ410
FL11468.11
5IM200804
HGAIOKT
FL11410.4
8111200803
HGAMIOKT
FL11410.4
SIM200803
HCP2
FL104412
E5R-2551
HETAI6
FL114135
5IM200802
HETA20
FLI14135
SIM200502
HTTib
FL114135
ES-0130
HTT22
PLI14135
ES-0130
HTS16
FL1045622
E51R-2613
WT520
FL1045623
ESR-2613
WT524
FL1045624
ESR-2613
WT530
FL 1045626
ESR-2613
HTSMI6
FLI1413.11
6IM200802
HTSM20
FL11413.11
5IM200802
HGT2
FLI0456.18
ESR-2613
HGT3
FL10456.19
E51R-2613
HUS210-2
FLI0655.92
ESR-2549
HU5212-2
FLI0655.93
E5R-2549
HU526
FLI0655.94
ESR-2549
HUS28
FL10655.96
ESR-2549
HUS28-2
FLI0655.91
E5R-2549
LU24
FLi0655.103
ESR-2549
LU26
1=1_10655.104
ESR-2549
LUS210-2
FLI0655.1m1
ESR-2549
LUS24
FLI0655.109
ESR-2549
LU526
FL 10655.111
E51R-2549
LUS26-2
FL10655.112
ESR-2549
LUS28
FL10655.113
ESR-2549
LUS46
FLI0655.116
ESR-2549
LEG3
FL10661.11
ESR-2615
MST60
FL10852.1
ESR-2105
LSTA12
FL10852.4
ESR-2105
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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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Thomas L Signed and sealed h 1 L. Hanson PF, �ttl l
Digitally signed by g r"
using a lligital Signature and date.
Thomas L Pruned copies of this document
Hanson:A01410 Hanson:A01410D00000 are not considered signed and
D000001 77E F 31 sealed and the signature must he = w
177EF31B4E000015ADA g
verified on any electronic co
Date:2021.05.24 l%0..., "Log
08:3$:30-04'00'
B4E000015ADA �SSInNAt
PROJECT NO.
2021-11
DWG N0.
of
CLG. HGT. OIL
DR HGT.
FF. ELEV.
F T EP I D
REAR
V A T I O N
vATION
w =`.41
LEvAT I ON
m ego
RIDGE VENT
FIBER3LASS
SHIWGLES
6" LAP SIDING (PER
SPECIFICATION5)
rp I D
OPEN
OPEN
J CLCs. HGT.
I
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 (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 cotto (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 U
copper,12 ounces per square foot for copper shingles, high -yield copper C
and leadcoated high -yield copper. -
SECTION R704 a
INSPECTION FOR TERMITES O
In order to provide for inspection for termite infestation, clearance �
between exterior wall coverings and final earth grade on the exterior of CD
a building shall not be less than 6 inches (152 mm). C
Exceptions: to
1. Paint or decorative cementitious finish less than j inch (17.1 mm) N
thick adhered directly to the masonry foundation sidewall.
2. Access or vehicle ramps which rise to the interior finish floor 0
elevation for the width of such ramps only. C
3. A 4-inch (102 mm) inspection space above patio and garage slabs and 4_1
entry areas. V)
4. If the patio has been soil treated for termites, the finish
elevation may match the building interior finish floor elevations on N
masonry construction only. C
5. Masonry veneers constructed in accordance with Section R318.4. 0
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vuKK SHALL COMPLY
o
=0C)ES FLORIDA BUILDING CODEpREVAIL,, N
'RATIONAL ELECTRIC CODE, Q
A1.9 THE CITY OI~ ZFPH`�lil4LS -1RDItNANCF,
0
DATE _1-�� ._ U
Thomas L Signed and sealed b T.L.Hanson PE.
Digitally signed by g y
using a Digital Signature and date.
Thomas L
Printed copies of this docwnent _ zo/• � � �
Ha nson:AO 141 O Hanson:AO141 OD00000 are not considered signed and ; ti .
D00000177 EF31 117EF3164E000015ADA sealed and the signature must be n _/
verified on any electronic co 2
Date., 2021.05.24 %oc . Ftoa4•"
B4E000015ADA 08:47:07-04'00'
/ll I l n n t".l
AI►
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PROJECT NO.
2021-115
DWG N0.
-411
' I I -% its v I I Jim P-9 I r Installed per Manuf. specs.
F�iP� I Uphf't -1 l than E: 40 Lb�
WIND DESIGN INFORMATION
I. Wind Speeds of 139 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 0P51F):
R = 18.2,-16.6 W = 33.2,-43.4 OH= -110.6
NOTE: WIND LOAD CALCULATIONS ARE 5A5E1D ON
'WORST CASE' . ALL CONNECTORS WILL BE UNIFORM
FOR SIMILAR U5E5.
THI5 STRUCTURE HAS BEEN DESIGNED TO WITH5TAND
INTERNAL PRESSURES, ENCL05ED BUILDING.
TABLE 1609. 6(1)
NOMINAL (ASD) GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET
LOCATED IN EXPOSURE B (PSF) 1, 2, 3, 4, 5
ULTIMATE DESIGN WIND (Vult)DETERMINED IN ACCORDANCE WITH SECTION 1609.3 (MPH - 3 SECOND GUST)
Width (ft)
Height (ft)
100 MPH
110 MPH
120 MPH
130 MPH
140 MPH
150 MPH
160 MPH
170 MPH
180 MPH
190 MPH
200 MPH
Roof Angle 0 - 10 degrees
8
8
+10. 0
-10. 0
-10. 5
-11. 9
+12. 5
-14. 2
+14. 7
-16. 6
+17. 1
-19. 3
+19. 6
-22. 2
+22. 3
-25. 2
+25. 1
-28. 5
+28. 2
-31, 9
+31. 4
-35. 5
+34. 8
-39. 4
10
10
+10. 0
-10. 0
+10. 2
-11. 4
+12. 1
-13. 6
+14. 2
-16. 0
+16. 5
-18. 5
+18. 9
-21. 2
+21. 5
-24. 2
+24. 3
-27. 3
+27. 3
-30. 6
+30. 4
-34. 1
+33. 7
-37. 8
14
14
+10. 0
-10. 0
+10. 0
-10. 8
+11. 5
-12. 8
+13. 5
-15. 0
+15. 7
-17. 4
+18. 0
-20. 0
+20. 5
-22. 8
+23. 1
-25. 7
+25. 9
-28. 8
+28. 9
-32. 1
+32. 0
-35. 6
Roof Angle 0 > 10 degrees
9
7
+10. 0
-10. 9
+11. 4
-12. 9
+13. 7-15.
5
+16. 1
-18, 2
+18. 5
-20. 9
+21. 3
-24. 1
+24. 3
-27. 5
+27. 6
-31. 2
+30. 6
-34. 6
+34. 2
-38. 6
+38. 0
-43. 0
16
7
+10. 0
-10. 3
+10. 9
-12. 2
+13. 1-14.
6
-15. 5
-17. 2
+17. 7
-19. 7
+20. 4
-22. 7
+23. 3
-26. 0
+26. 4
-29. 4
+29. 3
-32. 6
+32. 7
-36. 5
+36. 4
-40. 6
78 MPH
85 MPH
93 MPH
101 MPH
108 MPH
116 MPH
124 MPH
132 MPH
139 MPH
147 MPH
155 MPH
For SI: 1 foot = 304.8 mm, 1 mile per hour = 1.609 km/h, 1 psf = 47.88 N/m2.
Nominal Design Wind Speed (Vasd) converted from Ultimate Design Wind Speed per Section 1609.3.1
1. For door sizes or wind speeds between those given above the load may be interpolated, otherwise use the load associated with the lower door size.
2. Table values shall be adjusted for height and exposure by multiplying by the adjustment coefficient in table 1609.6(2). minimum positive wind load
shall be 10 psf and minimum negative wind load shall be 10 psf.
3. Plus and minus signs signify pressures acting toward and away from the building surfaces.
A t.lo., .,+;.,. nro�o���oo nc���...o At -, k,o 7 fco+ of -iA+k ;m K.,; 1 A i n, 90 4 ,...,o R, TnkI. ..,I;-1-4. +t,n n Pi 1n 4 A. +;nn fnn+..r
Truss Systems Engineering by others
TRU55 1" iANUFACTURER TO
PROVIDE SIGNED AND
SEALED TRU55 DRAWINGS
INCLUDING BRACING
DETAILS.
ATTIC VENTILATION - FLORIDA BUILDING CODE
Total Area Under Roof
1,807.00
Square Feet (SF)
Total Required Ventilation
12.05
5F
Total Area / 150
Area
Total Required Ventilation
Area at Soffits
6.02
SF
Reqd Area / 2
Total Required Ventilation
6.02
5F
Regd Area / 2
Area at Roof
Overhang Dimension
133
Feet
Ventilation Examples -Owens Corning
Ventilation
Required
At Soffit
Units
Units
Capacitv
Vent
Triple 4" Center Vent
1.56
sq in / ft
556.00
Feet
Triple 4" Full Vent
4.68
sq in / ft
185.33
Feet
Double 5" Full Vent
4.25
sq in / ft
204.08
Feet
Ventilation
Required
At Roof
Units
Units
Ca acit
Vent
Ventsure Metal IDDrne
with Screen
144
sq in
7
Vents
Ventsure High Profile
Slant Back Roof Vent w /
50
sq in
18
Vents
Exterior Louver
Ventsure Plastic Slant
Back Roof Vent w /
61
sq in
15
Vents
Interior Louver
Ventsure Rigid Strip
Ridge Vent, Externally
15
sq in / ft
58
Feet
Baf f led
v \1_1
BUILDING CONSTRUCTION NOTES
1. This single family dwelling is to the Ith Edition (2020) 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 properly prepared and cured to manufacturer's
instruction prior to painting. Paint shall be "first line" produced by PORTER, SHERWIN
WILLIAM5, 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 CORNINCs 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 HVAC professional and shall pass the "Florida Energy Code" or recommendations from such
Professional shall be provided to the Home Designer (Corner Stone Design Group, Inc.) so as to
meet such requirements.
2"X4" Vertical Brace
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.
n_A II I I -1AIT- - nT---
TOP/BOTTOM CHORD GABLE
END BRACING @ 48" 0. C. MAX
FOR THE FIRST 4 ROWS OF
TRUSSES
Li
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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
24" O.C.
END
2X4x8 LATERAL
5RACIN3 CONTINOUS
® 48" O.C.
) 16d NAILS
GABLE END DIAGONAL BRACE DETAIL
Typical Interior Truss
added to every Vertical /2" 5.R. Gypsum Ceiling Board
over 4' in length. Brace
to be minimum 809. length
of Vertical Truss Member,
Fasten Brace to Vertical Bottom Chord of Truss
w/lac( Common Nails 12" o.c. fastened to wall top plate
w/Irod common Nails
a 12 "o.c.
End Wall Studs
2 "X4" Nailer'
simpson LST18 for equal)
Lateral Bracing installed per fastened w/ 14-10d Nails.
Pre-engineered Truss Plans
TYPICAL END -TRUSS TO FRAME WALL DETAIL
SCALE: NTS
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PRO/EJECT NO.
2021-115
Thomas L Digitally signed by signed and sealed by T.L. Hanson PE\�����"i'¢pN�//,/
S
using a Digital Signatureanddate.ThomasL - -
i
\�
Printed copies of this document hs0°?' #
Hanson:A01410 Hanson:AO1410D000OO are not considered si nedand
D00000177 E F 31 177EF31 B4E000015ADA sealed and the signature must he = w -
verified on any electronic co SP 2
B4E000015ADA Date: 2021.05.24 =
08:46:46-04'00' �y'lowA� \°
;/him
DWG N0.
I
OOR
*NOTES
PLAN
R302.5 Dwelling/garage opening/penetration protection.
Openings and penetrations through the walls or ceilings separating
the dwelling from the garage shall be In accordance with
Sections R302B.1 through R302B3.
R302B.1 Opening protection. Openings from a privategarage directly
Into a room used for sleeping purposes shallnot be permitted. Other
openings between the garage and residence shall be equipped with
solid wood doors not lesethan 1 3/8 Inches (35 mm) In thickness, solid or
honeycomb -core steel doors not less than 1 3/8 Inches (35 mm) thick, or
20-minute fire -rated doors
R302.52 Duct penetration. Ducts In the garage and ducts penetrating
the walls or ceilings separating the dwelling from the garage shall be
constructed of a minimum No. 26gage (0.48 mm) sheet steel, I Inch (25.4
mm) minimum rigid nonmetallic Class 0 or Class I duct board, or other
approved material and shall not have openings Into the garage.
R302.53 Other penetrations. Penetrations through the
separation required In Section R302.6 shall be protected as
required by Section R302.11, Item 4.
R302.6. Openings in garage walla shall comply with Section R302B.
Attachment of gypsum board shall comply with Table R1023b. The wall
separation provisions of Table R302b shall not apply to garage walls
that are perpendicular to the adjacent dwelling unit wall.
R3021 Under -stair protection. enclosed space under stairs
that Is accessed by a door or access panel shall have walls,
under -stair surface and any soffits protected on the enclosed
side with 1/2-Inch (12.1 mm) gypsum board.
TOTAL: 1001 SF
CARPORT: 500 SF
TOTAL: 1001 SF
R308.4 Hazardous locations. The locations specified In Sections
R308.4.I through R308.4.7 shall be considered to be specific hazardous locations for the purposes of glazing.
R308.4.1 Glazing in doors. Glazing in fixed and operable panels of swinging, sliding and bifold doors shall be
considered to be a hazardous location.
Exceptions:
1. Glazed openings of a size through which a 3-inch-diameter (76 mm) sphere is unable to pass.
2. Decorative glazing.
R308.4.2 Glazing adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be
considered to be a hazardous location where the bottom exposed edge of the glazing is less than 60 inches (1524
mm) above the floor or walking surface and It meets either of the following conditions:
1. Where the glazing is within 24 inches (610 mm) of either side of the door in the plane of the door in a closed
position.
2. Where the glazing is on a wall less than 180 degrees from the plane of the door in a closed position and within 24
Inches (810 mm) of the hinge side of an In -swinging door.
Exceptions:
1. Decorative glazing.
2. Where there is an intervening wall or other permanent barrier between the door and the glazing.
3. Where access through the door is to a closet or storage area 3 feet (914 mm) or less in depth.
Glazing in this application shall comply with Section R308.4.3.
4. Glazing that is adjacent to the fixed panel of patio doors.
R308.4.3 Glazing In windows. Glazing in an individual fixed or operable panel that meets all of the following
conditions shall be considered to be a hazardous location:
1. The exposed area of an individual pane is larger than 9 square feet (0.836 m2),
2. The bottom edge of the glazing Is less than 18 inches (457 mm) above the floor,
3. The top edge of the glazing is more than 36 Inches (914 mm) above the floor; and
0
4. One or more walking surfaces ore within 36 Inches(914 mm), measured horizontally and in a straight line, of the
glazing.
Exceptions:
1. Decorative glazing.
2. Where glazing is adjacent to a walking surface and a horizontal rail is Installed 34 to 38 inches (864 to 965 mm)
above the walking surface. The rail shall be capable of
withstanding a horizontal load of 50 pounds per linear foot (730 N/m) without contacting the glass and have a
cross -sectional height of not less than 11/2 Inches (38mm).
3. Outboard panes In Insulating glass units and other multiple glazed panels where the
bottom edge of the gloss Is 25 feet (7620mm) or more above grade, a roof, walking
surfaces or other horizontal (within 45 degrees (0.79 rod) of horizontal] surface
r.
adjacent to the glass exterior.
R308.4.4 Glazing in guards and railings. Glazing in guards and railings, including structural baluster panels
and nonstructural in -fill panels, regardless of area or height above a walking surface shall be considered to be a
hazardous location.
R308.4.5 Glazing and wet surfaces. Glazing in walls, enclosures or fences containing or facing hot tubs,
spas, whirlpools, saunas, steam rooms, bathtubs, showers and
indoor or outdoor swimming pools where the bottom exposed edge of the glazing is less than 60 inches (1524mm) measured
vertically above any standing or walking surface shall be considered to be a hazardous location. This shall apply to
single glazing and each pane In multiple glazing.
Exception: Glazing that Is more than 60 Inches (1524mm), measured horizontally and in a straight line, from the water's
edge of a bathtub, hot tub, spa, whirlpool or
swimming pool or from the edge of a shower, sauna or steam room.
R308.4.8 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is lees than 36
0
Inches (914 mm) above the plane of the adjacent walking surface of stairways, landings between flights of stairs and
ramps shall be considered to be a hazardous location.
0
Exceptions:
1. Where glazing is adjacent to a walking surface and a horizontal rail is Installed at 34 to 38 Inches(864 to 965 mm)
above the walking surface. The rail shall be capable of withstanding a horizontal load of 50 pounds per linear foot
(730 N/m) without contacting the gloss and have a cross -sectional height of not less than 11/2 inches (38 mm).
2. Glazing 36 inches (914 mm) or more measured horizontally from the walking surface.
R308.4.7 Glazing adjacent to the bottom stair landing.
Glazing adjacent to the landing at the bottom of a stairway where the glazing is less than 36 inches (914 mm) above
the lording and within a 60-inch (1524 mm) horizontal arc
less than 180 degrees from the bottom tread nosing shall
be considered to be a hazardous location. See FigureR308. 4. 7.
A
Exception: The glazing Is protected by a guard complying with Section R312 and the plane of the glass is more than 18
Inches (457 mm) from the guard.
R308.5 Site -built windows. Site -built windows shall comply with Section 2404 of the Florida Building Code, Building.
R308.6 Skylights and sloped glazing. Skylights and eloped glazing shall comply with the following sections.
R308.6.1 Definitions. The following terms are defined in Chapter 2:
SKYLIGHT, UNIT.
SKYLIGHTS AND SLOPED GLAZING.
TUBULAR DAYLIGHTING DEVICE (TDD).
R308.6.2 Materials. The following types of glazing shall be permitted to be used:
1. Laminated glass with not less than a 0.015-inch (0.38 mm) polyvinyl butyral interlayer for glass
panes 16 square feet (1.5 m2) or less In area located such that the highest point of the glass is not more
than 12 feet (3658 mm) above a walking surface; for higher or larger sizes, the interlayer thickness shall be not less
than 0.030 inch (0.76 mm).
2. Fully tempered glass.
b
3. Heat -strengthened glass.
4. Wired glass.
5. Approved rigid plastics.
R308.6.3 Screens, general. For fully tempered or heat strengthened glass, a broken -glass retention screen meeting the
requirements of Section R308.6.7 shall be installed below the full area of the glass, except for fully tempered glass
that meets condition 1 or 2 listed in Section R308.6.5.
R308.6.4 Screens with multiple glazing. Where the inboard pane is fully tempered,heat-strengthened or wired glass, a
broken -glass retention screen meeting the requirements of Section R308.6.7 shall be Installed below the full area of
the glass, except for condition I or 2 listed in Section R308.6.5. Other panes In the multiple glazing shall be of any
type listed In Section R308.6.2.
R308.6.5 Screens not required. Screens shall not be required where laminated gloss complying with Item 1 of Section
R308.6.2 is used as single glazing or the Inboard
pane in multiple glazing. Screens shall not be required where fully tempered glass Is used as single glazing or the
inboard pone in multiple glazing and either of the following conditions is met:
1. Glass area 16 square feet (1.49 m2) or less. Highest point of glass not more than 12 feet (3658 mm) above a walking
surface, nominal glass thickness not more than 3/16 inch (4.8 mm), and (for multiple glazing only) the other pane or
pones fully tempered,
laminated or wired glass.
2. Gloss area greater than 16 square feet (1.49 m2). Class sloped 30 degrees (0.52 rod) or less from vertical, and
highest point of glass not more than 10 feet (3048 mm) above a walking surface.
R308.6.6 Glass In greenhouses. Any glazing material is permitted to be installed without screening in the sloped areas
of greenhouses, provided that the greenhouse height
at the ridge does not exceed 20 feet (6096 mm) above grade.
R308.6.7 Screen characteristics. The screen and Its fastenings shall be capable of supporting twice the weight of the
glazing, be firmly and substantially fastened to the
framing members, be installed within 4 inches (102 mm)of the glass and have o mesh opening of not more than 1 inch by 1
�i
Inch (25 mm by 25 mm).
R308.6.8 Curbs for skylights. Unit skylights installed in a roof with a pitch flatter than three units vertical in 12
units horizontal (25-percent slope) shall be mounted on a
curb extending not less than 4 Inches (102 mm) above the plane of the roof unless otherwise specified in the
manufacturer's installation instructions.
R308.6.9 Testing and labeling. Unit skylights and tubular daylighting devices shall be tested by an approved
independent laboratory, and bear a label Identifying manufacturer,
performance grade rating and approved Inspection agency to Indicate compliance with the requirements of AAMA/WDMA/CSA
101/I. S. 2/A440.
R308.6.9.1 Comparative analysis for glass -glazed unit skylights. Structural wind load design pressures for glass -glazed
unit skylights different than the size tested in accordance with Section R308.8.9 shall be permitted to be different
than the design value of the
tested unit where determined in accordance with one of the following comparative analysis methods:
1. Structural wind load design pressures for glossglozed unit skylights smaller than the size tested in accordance with
Section R308.6.9 shall be permitted to be higher than the design value of the tested unit provided that such higher
pressures are determined by accepted engineering analysis.
Components of the smaller unit shall be the same as those of the tested unit. Such calculated design pressures shall be
validated by an additional test of the glass -glazed unit skylight having the highest allowable design pressure.
LEGEND
DOOR SIZE FEET (HGT. (o'-8"
UNLESS NOTED OTHERWISE)
DOOR SIZE INCHES
0
PH
EPRE-HUNG (PH) or WRAP (W)
or POCKET (PKT)
WINDOW SIZE
34 SH
® BEARING FRAME WALL
• TIE MAX BOLTS 0 6'-O" O.C. 4
12" FROM ANY CORNER
TABLE R302b
DWELLING/GARAGE SEPERATION
SEPARAT ION
MATERIAL
FROM THE RESIDENCE AND ATTICS
NOT LE55 THAN 1/2 INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO
THE GARAGE SIDE
FROM ALL HABITABLE ROOMS ABOVE THE GARAGE
NOT LESS THAN 5/8 INCH TYPE X GYPSUM BOARD OR EQUIVALENT
STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED
NOT LESS THAN 1/2 INCH GYPSUM BOARD OR EQUIVALENT
FOR SEPERATION REQUIRED BY THIS SECTION
GARAGES LOCATED LESS THAN 3 FEET FROM A DWELLING UNIT
NOT LESS THAN 1/2 INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO
ON THE SAME LOT
THE INTERIOR SIDE OF EXTERIOR WALLS THAT ARE WITHIN THIS AREA
11 FRArVIING NOTES: 11
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 SECTIONR602.1 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 "HEAT RESISTANT
ADHESIVE" OR "FIRA" 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-LISHED 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 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.
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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PRO/EJECT NO.
2021-115
Thomas L Digitally signed by
Thomas L
Hanson:A01410 Hanson:A01410D00000
D00000177EF31 177EF31 B4E000015ADA
Date: 2021.05.24
B4E000015ADA 08:46:26-04'00'
Signed and sealed by T.L. Hanson i'E\\\ \\0"ir1;Flwl///�i
using a Digital Signature and date. `'�P?\�
Printed copies of this docwnent �0,' G
are not considered signed and _
sealed and the signature must be = w -
verified on any electronic co ' . " to ?Ju`
�OT•.FtoRt��,?O� I
DWG N0.
B Z
LOAD SUMMARY
DESCRIPTION kVA
TO SWITCH A
REAR DOOR
1
w
Q
TO SWITCH *
REAR DOOR
1
\TO SWITCH m �TO SWITCH •
REAR DOOR REAR DOOR
250.S4 BONDNG FOR OTHER SYSTEMS. AN INTERSYSTEM BONDING TERMINATION
FOR CONNECTING INTERSYSTEM BONDING AND GROUNDING CONDUCTORS
REQUIRED FOR OTHER SYSTEMS SHALL BE PROVIDED EXTERNAL TO
ENCLOSURES AT THE SERVICE EQUIPMENT AND AT THE DISCONNECTING MEANS
FOR ANY ADDITIONAL BUILDINGS OR STRUCTURES. THE INTERSYSTEM BONDING
TERMINATION SHALL BE ACCESSIBLE FOR CONNECTION AND INSPECTION. THE
INTERSYSTEM BONDING TERMINATION SHALL HAVE THE CAPACITY FOR
CONNECTION OF NOT LESS THAN THREE INTERSYSTEM BONDING CONDUCTORS.
THE INTERSYSTEM BONDING TERMINATION DEVICE SHALL NOT INTERFERE WITH
OPENING A SERVICE OR METERING EQUIPMENT ENCLOSURE.
THE INTERSYSTEM BONDING TERMINATION SHALL BE ONE OF THE FOLLOWING:
(1) A SET OF TERMINALS SECURELY MOUNTED TO THE METER ENCLOSURE
AND ELECTRICALLY CONNECTED TO THE METER ENCLOSURE. THE
TERMINALS SHALL BE LISTED AS GROUNDING AND BONDING
EQUIPMENT.
(2) A BONDING BAR NEAR THE SERVICE EQUIPMENT ENCLOSURE, METER
ENCLOSURE, OR RACEWAY FOR SERVICE CONDUCTORS. THE
BONDING BAR SHALL BE CONNECTED WITH A MINIMUM 6 AWG
COPPER CONDUCTOR TO AN EQUIPMENT GROUNDING
CONDUCTOR(S) IN THE SERVICE EQUIPMENT ENCLOSURE, METER
ENCLOSURE, OR EXPOSED NONFLEXIBLE METALLIC RACEWAY.
(3) A BONDING BAR NEAR THE GROUNDING ELECTRODE CONDUCTOR
THE BONDING BAR SHALL BE CONNECTED TO THE GROUNDING
ELECTRODE CONDUCTOR WITH A MINIMUM 6 AWG COPPER
CONDUCTOR
( 3) 6, 8G C
FROM
(3)6
TO UTILI
TRANSFORMER
■
ELECTRICAL RISER
NTS
C T R I C A
' CU
:ORDANCE
C 250
PLAN
ELECTR I C,4L SI*T " 50LS LECxEN1:)
CEILING LIGHT m 200 AMP. PANEL ® TELEVISION PRE -WIRE
-(R} RECESSED CAN LIGHT — — — — — — — - SHOP FLUORESCENT TELEPHONE PRE -WIRE
t___----'l LIGHT
110v DUPLEX RECEPTACLE
• SMOKE ALARM
2'X 4' FLUORESCENT CARBON MONOXIDE
220V OUTLET I I LIGHT ® DETECTOR
F.I. 110V GF.I. OUTLET JO JUNCTION BOX
TRACK LIGHTING
SWITCHED DUPLEX REC.4 PUSH BUTTON
BEAUTY BAR LIGHT I CHIMES, ETC.)
® OUTLET (HWH, AH, ETC.) FLOOD LIGHT
SINGLE POLE SWITCH \� BRACE t ® DOOR BELL CHIME
1 PRE -WIRE i��• ELECTRICAL WIRING
THREE WAY LIGHT SWITCH / FOR FAN
\ /
Vy GARAGE DOOR OPENER � � � � EXHAUST FAN
L J
ElLIGHT/EX. FAN
ALL ELECTRICAL 5WITCHES,
OUTLETS, ETC. TO BE MOUNTED
ABOVE THE BASE FLOOD
ELEVATION. (SEE SITE PLAN
FOR BASE ELEVATION)
INTERIOR ELECTRICAL OUTLET LOC4T I ONS
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
lk
STANDARD
DUPLEX OUTLET
v v -
0
v o
9
n
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, CON515TING 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 LE55 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 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 -ENERGIZE THE CIRCUIT WHEN AN ARC FAULT 15 DETECTED.
(B) DWELLING UNITS. ALL 120-VOLT, SINGLE PHASE, 15- 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 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 15 AN ADDITION AS DEFINED IN SECTION R315.13.
R315.1.1 CARBON MONOXIDE ALARM. THE REQUIREMENTS OF SECTION R315.1 544ALL 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
CV
O
cV
fM
Signed and scaled by T.L. Hanson PH
Thomas L Digitally signed by � riHry ,
using a Digital Signature and date. P' • -N• e 301
Thomas L �.•�c •
Hanson:A01410 Printed copies of this document `'tI
Hanson:A01410D000001 are not considered signed and 9
D00000177EF31 77EF3164E000015ADA sealed and the signature must be =_ w
Date: 2021.05.24 verified on any electronic co � �^ P % `
B4E000015ADA 08:46:08-04'00'
r I I. I ---
10'-4"
50'-4"
50'-4"
9' I I IFOUNDAT I ON
THE FOUNDATION HAS BEEN DESIGNED FOR A
MINIMUM LOAD -BEARING PRESSURE OF 2000
POUNDS PER SQUARE FOOT
PLAN
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 min). 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
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 flotwork which will not be enclosed at a later date.
5. Where approved based on local site conditions.
LEGEND
ALL CMU WALLS CONSIDERED SHEAR WALL
CELL POURED SOLID w/ (1)05
FROM FTG. TO BOND BEAM
050 W/CELL POURED SOLID
10 6-0" O.G. MAX. (STEM WALL)
- CONTROL JOINT (SAW CUT)
Ak 100.00' FINISHED FLOOR ELEVATION
Ir (ASSUMED DATUM)
• TIE MAX BOLTS 6 ro'-O" O.G. 4
12" FROM ANY CORNER
B WINDOW OR DOOR OPENING
LOCATIONS
SECTION R318
PROTECTION AGAINST TERMITES
R318.1 Termite Protection Termite protection shall be provided by registered Lan Itictdes, Including son applied
pesticides, batting systeme, and pesticides applied to wood, or other approved methods of termite protection
labeled For use as a preventative treatment to new construction. See Section 202, REGISTERED TE ITICIDE.
Upon completion of the application of the termite protective treatment, a Certificate of Compliance shell be
Issued to the building department by the licensed pest control company that oontaln* the following
statement:. The building has 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
Corrumer Services.,
R318.1.1 If *oil treatment Is used for subterranean termite prevention, the Initial chemical soil treatment Inside the
foundation perimeter shell be done after all excavation, backfilling and compaction is complete.
R318.1.2 If soil treatment Is used for subterranean termite prevention, *oil area disturbed after initial chemical soil
treatment shall be retreated with a chemical Boll treatment, Including spaces boxed or formed.
R316.13 If soil treatment is used for subterranean termite prevention, space In concrete floors boxed out or
formed for the subsequent installation of plumbing traps, drains or any other purpose *Fell be created by wing
plastic or metal permanently placed forms of sufficient depth to eliminate any planned soil disturbance after
inlUsI chemical soil treatment.
R318.1.4 If soli treatment Is used for subterranean termite prevention, chomlca% treated Boll *hall be otected with
a minimum 6 mil vapor retarder to protect against rainfall dilution. If rainfall occurs before vapor retarder
placement, retrsatment Is required. Any work including placement of reinforcing steel, one after chemical
treatment until the concrete floor is poured, shalt be done In such manner as to avoid penetrating or disturbing
treated soft.
R318.15 If *oil treatment I* used for subterranean termite prevention, concrete overpour or mortar accumulated
along the exterior foundation perimeter shall be removed prior to exterior chemical *on treatment to enhance
vertical penetration of the chemicals.
R318.1.6 If soil treatment Is used for subterranean termite prevention, chemical *oil treatment* shall also be
applied under all exterior concrete or grade within I foot (305 mm) of the primary structure sldowall&. Also, a
vertical chemical barrier shall be applied promptly after construction To completed, triclucling Initial landscaping
and Irrigation/sprinkler Installation. Any *oil disturbed after the chemical vertical barrier Is applied *hall be
promptly retreated,
R318.1.1 If a registered termiticide formulated and registered as a bait system I& used for subterranean termite
prevention, Section R318.1.1 through Section R318.16 do not apply* however, a signed contract assuring the
Installation, maintenance and monitoring of the batting system that Is in compliance with the requirements of
Chapter 462, Florida Statutes, shall be provided to the building officlaI prior to the pouring of the slab, and
the system must be Installed prior to final building approval. If the batting system direction* for use require a
monitoring phase pprrTor to installation of the pesticide active ingredient, the Installation of the monitoring phase
components "It be deemed to constitute Installation of the system.
R318.IB If a registered termiticldo formulated and rsgf*tersd as a wood treatment Is used for subterranean
termite prevention, Sections R318.1.1 through R31a.16 do not apply. Application of the wood treatment ton Itfclde
*hall Iva as required by label direction* for use, and must be completed prior to final building approval.
R3182 Penetration. Protective sleeves around piping penetrating concrete slab -on -grade floors shalt not be
of cellulosecontaining materials. if son treatment Is used for subterranean termite protection, the sleeve shall
have a maximum wall thickness of 0010 Inch (025 mm), and be sealed within the slab using a noncorroelve
clamping device to eliminate the annular space between the pipe and the sleeve. No termiticides shall be
applied Inside the sisevo.
R3183 Cleaning Calls and cavities In masonry units and air gap* between brick &tons or masonry veneers and the
structure shell be cleared of all norpreservative-treated or nonnaturally durable wood, or other
cellulo*e-Containing material prior to concrete placement.
Exception: Inorganic material manufactured for closing calls In foundation concrete masonry unit construction or
clean earth fill placed In concrete masonry unit volde below slab level before tormito treatment to performed.
R318A Concrete bearing ledge. Brick stone or other veneer shall be supported by a concrete bearing ledge
at least equal to the total thickness of the brld-k stone or other veneer which is poured Integrally with the
concreto foundation. No supplemental concrete foundation pour* which will create a hidden cold Joint shall bs
used without supplemental treatment in the foundation unless there Is an approved physical barrier. An
approved physical barrier shell also be Installed from below the wall &III plate or first block course horizontally
to embed In a mortar Joint. If maeorry veneer extends below grade, a termite protective treatment must be
applied to the cavity created between the veneer and the foundation, In lieu of a pN*Ieal barrier.
Exception: veneer supported by a structural member secured to the foundation stdewall in accordance with Art
B30/ASCE 5/TMS 402, provided at least a 6 Inch (152 mm) clear Inspection space of the foundation sidewall
exterior exists between the veneer and the top of any Boll, sod, mulch or other organic landscaping component,
dock apron, porch, walk or any other work Immediately adjacent to or acUolning the structure
R318B Protection against decay and termites. condensate lines, irrigation/sprinkler system deers for spray heads,
and roof downspouts shell discharge at least I foot (305 mm) away from the structure eldewall, whether by
underground piping, tall extensions or splash block&. Gutter* with down*pout& are required on an buildings with
oaves of less than 6 inches (152 mm) horizontal projection except for gable and rakes or on a roof above
another roof.
R3186 Preparation of building site and removal of debris.
R3186.1 All building sites shall be graded to provide drainage under all portions of the building not occupied
by basements.
MIS62 The foundation and the area encompassed within I foot (305 mm) therein shall have all vegetation,
Stumps, dead roots, cardboard, trash and foreign material removed and the fill material shall be free of
vegetation and foreign material. The fill shall be compacted to assure adequate support of the foundation.
R31063 After all work Is campplisted, loose wood and debris shall be completely removed from under the
build" and within 1 foot (= mm) thereof. All wood forms and supports shell be completely removed. This
includes, but is not limited to: wooden grade stakes, forms, contraction spacers, tub trap boxes, plumbing
supports, bracing, shoring, forms or other celluloso-containing material placed in any location where such
material& are not clearly visible and readily removable prior to completion of the work Wood shall not be
stored in contact with the ground under any building.
R318.1 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 bullding shall not be less than 6 indns
(152 mm).
Exceptions:
I. Paint or decorative cementltlous finish less than 5/8 Inch (11.1 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. ,4 4-Inch (102 mm) Inspection space above patio and garage slab& and entry areas.
4. If the patio has bean 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.
R318A Foam plastic protection. M areas where the probability of termite Infestation Is very heavy, as Indicated
In Figure R3011(6), extruded and expanded polystgrone, polyleocyanurata and other foam plastics shall not be
Installed on the exterior face or under Interior or exterior foundation wall* or slab foundations located below
grade. The clearance between foam plastics Installed above grade and exposed earth shall be at least 6
Inches (152 mm).
Excsp�ions:
I. BulldInge where the structural members of walls, Moors, calling& and roofs are entirely of noncombustible
materlals or pressure-presarvative-treated wood.
2. LLFen In addition to the requirements of Section R316.1, an approved method of protecting the foam
plastic and structure from subtarranoan termite damage is used_
3. On the interior side of basement walls.
ENS f N EfRI5 NOTEe
(1.) ALL WORK TO BE DONE ACCORDING TO (Florida Building Code) 1th Edition (2020) FEBC
(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 GLEAN SOIL, FREE OF VEGETATION
AND DELETERIOUS MATTER CONCRETE SHALL BE PLACED ON AN UNDISTURBED
(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.
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 1900 PSI WITH TYPE M OR S MORTAR, 2000 PSI.
INTERIOR CONCRETE SLABS POURED ON FILL TO BE POURED OVER WATERPROOF
MEMBRANES. ALL SLABS TO BE REINFORCED WITH 6X(o 10/10 WELDED WIRE MESH.
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
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 19
OR LESS AT THE TIME OF INSTALLATION.
SOIL BELOW STRUCTURE TO BE TERMITE TREATED TO A DISTANCE OF 5'-0"
BEYOND THE PERIMETER LINES OF THE BUILDING.
(9) ALL STEEL SHALL BE 40 K51 WITH A MINIMUM CLEAR COVER OF 3" AGAINST
SOIL, AND SHALL HAVE A MINIMUM LAP OF 40 TIMES THE DIAMETER OF THE
(10.) 2"X12" HEADERS SHALL BE 2-2"XI2" LAMINATED W/ 1/2" PLYWOOD GLUED W/
CONSTRUCTION ADHESIVE AND NAILED W/ 5-0160 COMMONS lro" O.G. TO MEET
(11.) 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.
N
O
N
0
Signed and sealed by T.L. Hanson PE
Thomas L Digitally signed by
using a Digital Signature and date.
Thomas L Printed copies of Plus document SD �e e
Hanson:A01410 Hanson:A01410D00000 are not considered signed and
D00000177EF31 177EF3164E000015ADA sealed and the signature must be = �A J
Date: 2021.05.24 verified on any electronic co " 2
B4E000015ADA p� • PLO?,�P•K�(j\
08:45:49-04'00'
R613.3.1 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 nonhabitable areas where the door assembly and area ore 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.
Glass 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 shall 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 R613.3.1 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/I.S.2/A440, or TAS 202 (HVHZ shall comply with TAS 202). 6�
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.
2 "x12" BEAM
fli-si-vr-tc�
SEE ELEVATIONS
FOR ROOF SLOPE
SHINGLES PER SPECIFICATIONS (W/ 6 FASTENERS
PER SHINGLE) FELT UNDERLAYMENT MUST BE 30"
OR EQUIVALENT (ASTM D 226 TYPE II, ASTM D4869
OR PEEL AND STICK ROOF UNDERLAYMENT ON 1/2"
PLYWOOD OR 055 W/H-CLIPS ON PRE-ENGINEERED
WOOD TRUSSES im 24"O.C. (FOR NAILING SCHEDULE
SEE SHEET 52C)
E TOP PLATE
U PINE
BEAM POCKET MEMrAl
Exception 1: 4 ym
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. 2x ro P.T. WOOD JAMB
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. I,
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 o 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.
1/4"x 3-1/2" WOOD SCREWS m 24" O.C.
CONT. WOOD TRIM
L DOOR AND CONNECTION PER
GARAGE DOOR MANUFACTURER
R ANCHORAGE
4. Shall not permit more air and water infiltration than the approved unit based on height above grade. 8X8X1& GONG.
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. HEADER BLO
C
6. The ULD of any member must not exceed the ULD of the corresponding member of the tested window. F , ELEV.
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 X Guide. 112" EXP. MATERIAL Q
8. Compared unit shall not exceed the maximum cyclic pressure when tested per TAS 203 or ASTM E 1886 and ASTM E 1996. R E B A R BENT BACK 4"
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. FR GAR 05 REBAR CONT.
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 il�r
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 "5 RE BAR VE RT. REINF.
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. _ BEYOND 's MAX. 8'- 0" O.G.
The minimum test sizes and minimum design pressures shall be as indicated In Table R613.4 IN GONG. FILLED CELLS
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 an� SHEET S 1 FOR SIZES, R E B
structural members maintain the some profile as tested. SIZES & NUMBER REQUIRED
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 shall 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: 0
SDI A250. 13 r
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-Dode Product Approval number if applicable, and the applicable test standards.
The required garage door components for on 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
performance.
R613.6.1.1 Masonry, concrete or other structural substrate. Where the wood shim or buck thickness Is less than 11/2 inches (38 mum), window and door
assemblies shall be anchored through the main frame or by jamb clip or subframe 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 subframe 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 Frame Wall
provided. Shims shall be made from materials capable of sustaining applicable loads, located and applied In a thickness capable of sustaininq 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 subframe system or through the flange 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 part of a window or gloss door assembly tested and labeled In accordance with Section ~
R613.3.1, shall be tested by on approved testing laboratory in accordance with AAMA 450 or be engineered in accordance with accepted engineering practice. t
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 sholl comply with the performance cr!ter io
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)
SILL AL
SEE SHEET S1 FOR HOLD DOWN
HARDWARE ( TOP & BOTTOM)
PANEL EDGE SUPPORT FOR NARROW WIDTH ROOF SHEATIING" PER TECHNICAL NOTE "R2-15A 16-24 "-DOUBLE
PLY CLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL - NONE REQUIRED AT RIDGE OR HIP. 12" TO fro" -
LUMBER ONLY BLOCKING (2x4) FLAT WI5E OR ENDWISE ON THE 51DE ADJACENT TO THE FULL WIDTH PANEL
NONE REQUIRED AT RIDGE OR HIP. FOR PLYWOOD SHEATHING 12" OR LESS - LUMBER ONLY BLOCKING, (2x4)
FLAT WISE OR EDGEWISE ON BOTH PANEL EDGES.
HURRICANE ANCHORS
(SEE TABLES W/ ROOF PLAN)
ALUM. DRIP EDGE
2X& SUB FASCIA
1/2" CD OR 5/8"
DRYWALL ON CEILING
\\\
MAY VARY
ALUMFASGIA t A(SEE ROOF PLAN)
SOFF I T
INSULATION
(2)2X4 TOP PLATE
UNLESS OTHERWISE NOTED - ALL THERMAL INSULATION
or (2)2X& TOP PLATE
SHALL BE AS FOLLOWS:
1/2 "DRYWALL OVER
GONG BLOCK WALLS R-3 BLOWN CELLULOSE OR R-4B
2X4 STUDS 9 Iron O.C.
ALUMINUM MULTI SHEETS FOIL
or 2X6 g 24"O.C.
FRAMED WALLS R-I1 FIBERGLASS BATT
INTERIOR CEILINGS R-I'1 FIBERGLASS BATT OR BLOWN
CEILINGS UNDER ATTIC R-30 FIBERGLASS BATT OR BLOWN
TEXTURED STUCCO OVER
EXP. MTL. LATH OVER
*15 BLDG. FELT ON
ASPHALT IMPREGNATED
COMP. BOARD (OR
INSULATIVE FIBER BOARD
2X4 or 2X6 BLOCKING
SHEATHING,
NOTE:
OR
INSTALL 2X4 CORNER
BRACING AT ALL EXT
EXTERIOR SIDING OVER
CORNERS OR PLYWOG
"15 BLDG. FELT WITH
SHEATHING AT EACH
OR WITHOUT IN5ULATIVE
SIDE OF CORNER
FIBER BOARD 4 SHEATHING
FOR NAILING SEE SHEET 525
TABLE 2304.9.1 FASTENING SCHEDULE
PPOWER
SET NTOCO
LOAD 15RG
-, 4 1 DROP SLAB
Commercial (C) Pa
1000 x 2100
(40 x 83) 1440
(30 psf)
Heavy Commercial (HC)
1200 x 2400
(48 x 95) 1920 Pa
(40 psf)
UNIT DIMENSION
Architectural (AW)
1200 x 2400
(48 x 95) 1920 Pa
(40 psf)
r WIDTH
JAMB
*Performance Class and
Performance
Grade per ANSI/AAMA/NWWDA 101/I.S.2-97
dR613.7.3eflects Deflection.
deflecting more than
Mullions shall
L/175, where L
is capable of resisting the design pressure
is the span of the mullion in inches.
loads applied by the window and door assemblies to be supported without
woo:�
11�
TIE MAX 1/2" GALV. ROD
(1) 20'-0" #4 COPPER (WITH 12" O.G.: EACH SIDE
APPROVED CLAMP) TIED OF OPENING
TO FTG. STEEL AND GRND.
ROD (BY OTHERS) AT WOOD BASE
ELECTRICAL BOX LOCATION z�
INSUL. PER
SPECIFICATIONS
(2)2X4 or (2)2X6
TOP PLATE
2X4 or 2X&
JACKS
(2)2X& "2 YELLOW
PINE HEADER (UP
TO 5'-0" SPAN) OR
(2) 2X12 Y.P. HDR.
W/NO JACKS)
UM. WINDOW
%RBLE SILL
0 I'
:4 SILL PL. or 2X& SILL OL.
X
F
0
(1) 20'-0" "4 COPPER (WITH
APPROVED CLAMP) TIED
TO FTG. STEEL AND GRND.
ROD (BY OTHERS) AT
ELECTRICAL BOX LOCATION
�� 3000 PSI GONG.
? & "x 6 "x 10/10 E.W.W. MESH REINFORCING
REQUIRED THROUGHOUT THE CONCRETE SLAB
CURB MET4 1,
TIE MAX 1/2" GALV, ROD
10 -12" O.C. a EACH SIDE
OF OPENING
6X(O-010 WWF OR
FIBER MESH 1.5"/CU. YD.
WOOD 5AeE
HEADER BLOCK W/054)
NOTE: IF WALL HEIGTH EXCEEDS 2'-0"
BRACE WALL UNTIL FLOOR 15 POURED
050 W/CELL POURED SOLID
IV V -0" O.C. MAX.
050 DOWEL
SPACING PER FOUNDATION PLAN
/ A 1
1 14 c0
111
-tcv
GROUND ROD (BY OTHERS) ro MIL. VAP. BARRIER
l2)"5 REBAR CONT. ON "3 CHAIRS iron
(3" MIN. COVER) GROUND ROD (BY OTHERS)
' 1 T*r1=1CP4L0 W,4L.L. e6cmr (STrzt*1 WALL
W16��
THREADED ROD OPTION
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 15 IN DIRECT CONTACT WITH THE
EARTH, CONSISTING OF AT LEAST 20 FT. OF ONE OR MORE BARE OR ZING 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 BE BONDED TOGETHER BY THE USUAL STEEL TIE WIRES OR OTHER EFFECTIVE
MEANS."
PLYWD SHEATHING AND SIDING
2x6 END STUD
2x6 END STUD
(GONVENTION CORNER
SHINGLES PER SPECIFICATIONS (W/ & FASTENERS SEE ELEVATIONS
PER SHINGLE) FELT UNDERLAYMENT MUST BE 300 FOR ROOF SLOPE
OR EQUIVALENT (ASTM D 22& TYPE II, ASTM D4869
OR PEEL AND STICK ROOF UNDERLAYMENT ON 1/2"
PLYWOOD OR 055 W/H-CLIPS ON PRE-ENGINEERED
2x6 GYP. BD. BACKER WOOD TRUSSES 0 24"O.C. (FOR NAILING SCHEDULE
SEE SHEET 52C)
(PRE -INSULATE VOID)J �-PLYWD SHEATHING AND SIDING
BACKING FOR EXT. SIDING # TRIM
n 3 Sonia co;eNmm oamrAI
WINDOW 4 DOOR FASTENING
2020 Florida Building Gods NOTES
I. ALL EXTERIOR WINDOWS AND GLA86 DOORS SHALL
BE TESTED IN ACCORDANCE WITH ANSI/AMMA44=A
ICIA62 STANDARD AND BEAR AN AM'1A OR WOMA
LABEL INDICATING, MANUFACTURERS PERFORMANCE AND
APPROVED PRODUCT TESTING ENTITY, IN ACCORDANCE
WITH 2O20 Florida Building Code, SECTION 1101.4.2.1.
2. ALL EXTERIOR DOORS AND WNPOUJS, SHALL BE
ANCHORED IN ACCORDANCE WITH MANUFACTURERS
SPECIFICATIONS, N ACC.ORDANCE WITH 2O20 FLORIDA
BUILDING CODE 1101.4.1.
3. WINDOWS AND DOORS FASTENED TO BUCK STRIPS
LESS THAN 1 1/2' SHALL BE ANCHORED THROUGH
THE JAME TO THE STRUCTURAL SUBSTRATE, N
ACCORDANCE WITH 2O20 Florida Bullding Code. 1101.4.42
4. WINDOW AND DOOR MULLION ASSEMBLIES SHALL BE
DESIGNED AND TESTED TO TRANSFER 15 TIMES THE
NDIGATED DESIGN LOADS, TO THE 8TRl1CTURAL SUBSTRATE
IN ACCORDANCE WITH, 2020 Florida Bullding Code
ne1,45J AND ne1,45,4.
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 times the design pressure ` ,� ® 4 C / � OrEp
load shall be sustained for 10 seconds, and the permanent deformation shall not exceed 0.4 percent of the mullion span after thea 1.5 times design pressure Imo` II
load is removesud.
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. 0 N.T.S.
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 812, or other approved standard as appropriate for the type of
sealant.
R613.8.2 Masonry rough openings. Masonry rough opening dimensions shall be within the tolerances specified at Section R606.12 and in addition shall provide
ATTACHMENT OF
WINDOW TO FRAME
WALL TO BE PER
MANUFACTURERS
RECOMMENDATION.
ALL WIDT
=J
WINDOW MOOR ANCHOR
MRAME)
HURRICANE ANCHORS
(SEE ROOF PLAN )
ALUM. DRIP EDGE-N
2X6 SUB FASCIA
Simpson Strong -Tie AC& or equal
Installed per manufacturer.
Uplift is less than 1430+"
6x 6 WOOD POST
OR COMPOSITE POST
5x 3" \
Anncc h o r Bolt
Simpson Strong -Tie A5U&6 or equal
Installed per manufacturer.
Uplift is less than 14300
(3) 2x 12's w/ 1/2"
PLYWD. BETWEEN
(SIZE MAY VARY
SEE ROOF PLAN)
BEAM Q END
OF PORCH
PORCH
�, I Z I TYPICAL PORCH SECTION
U
C
C.
D
0
CD
C
V)
N
N
C
O
41
N
C
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0
C)
N
O
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0
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0
w
I -
a
0
Thomas L
Digitally signed by
Signed and sealed by T.L. Hanson PE ��0
\\ �
Hanson:A01410
Thomas L
using a Digital Signature and date.
Printed copies of this document o; '
DWG
NO.
Hanson:A01410D000001
are not considered signed and =�r' �%�
D00000177EF31
77EF3164E000015ADA
Date: 2021.05.24
_
sealed and the signature must be _ m :
g ;
verified on any electronic coto ?�
�% o�; •.
B4E000015ADA
08:45:30-04'00'
Ft oaNYP'at'2
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 SPANSO 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
1 2
2-2x12
9-9
2
8-5
2
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
1 2
4-2x10
11-8
1
10-6
1
9-5
2
4-2x12
14-1
1
12-2
2
10-11
2
Roof, cei 1 ing 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
1 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
1 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
1 2
5-8
2
3-2x12
8-10
2
7-4
3
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
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 1
3
2-2x12
6-8
2
5-10
3
5-3
3
3-2x8
5-11
2
5-2
1 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
2
6-7 1
2
4-2x12
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 1
2
4-1
3
3-8 1
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
2
4-2x8
5-7
2
4-10
2
4-4
2
4-2x10
6-10
2
5-11
2
5-3
2
4-2x12
7-11
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.
ROOF SHEATHING FASTENING SCHEDULE a b,c,d,e
kid Common (0.13I x 2-1/2 Inches) or Ring -Shank (0.135, X 2-1/2 Inches)
(Except Uklere Noted) for Exposure B, Enclosed l5ulldinge, Roof Framing Spaced 24 inches
o.c. or Lee&
Roof Fastening Zone
Overhang
Wind
Main
Sheathing -to -Gable
(eaves)
Velocfty
Roof
End -Wall Framingg
(3-9econd
Panel
1
2
3
2 3
2
3
Gust)
Location
Fastening schedule (inches on center)
Supported Panel
6
6
6
6
6
150 mph f,g
and and edges
3h
Panel field
6
4
3
4
3
Supported Panel
6
6
6
6
fo
120 mph F9
and and edges
3
Panel field
12
6
4
6
4
Supported Panel
6
6
6
6
6
90 mph
and and edges
6
Panel field
12
12
6
6
fo
a. Specific gravltg (G) of lumber and panels shall be 0.42 or greater.
b. For Exposure B and a 2-foot overhang.
C. For median roof height 35 feet or less.
.I- Caabla all halgk,�t of 8 feat or lees from top floor callincr] to roof peak
e. Provide adequate uplift hardware at trues -to -wail connections. Such
connections are beyond the scope of this publication.
f. When wind speed la 110 mph or greater and when median roof height is between
25 and 35 feet, use &d ring shank nails (0.135 x 2-1/2 InchasAuithfn 48 Inches of
gable and walla. (IRC Table W23, footnote f)
g. When wind speed is 100 mph or greater, block panel edges perpendicular to
gable -end -well framing members In the first two bays of framing. Blocking shall be
spaced a maximum of 4 feet o.c. (Wood Frame Construction Manual, section 3b.5)
h. 10d ring -shank nails (0.145x 3 Inches).
i. Blocking not required.
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.
ROOF FASTENING ZONES FOR WIND UPLIFT
Zones 1,2 and 3 shown below Indicate areas of the roof that may have different Fastening
requirements.
GABLE END WALL WALL LINE
OVERHANG 3 OVERHANG .3 OVERHANG
3 G
WALL LINE
2 OVERHANG .. - . .. : '.:.
VE - YERI 1
2:.. .`. 3 2 3F 3 ' 2 3.
-7 }�..... I{ I I I I.
2 2 I I I{
II 2..2�i } }} #I
a I I ..
II I I I} k} .. . {{
II I }} }} }l
II I I }} I} }I
� : I I-IP OCiF d . I CxA�L R�OF I.
III { 1 {}�:
112:} 1 }2 2 1 1 I?)} �I}21 1 }2 2:I 1 12}1
o a s o o
V 2
2
{} } I I 1 I }{
II 2. 1 �2 11 I} 11
�-
2-� I I. i
1.--. .
2} , .... 2 k....
1. i _:' ..... „k'.'^
_ _ yet v� _ _
2 F ::. :::1 2 :.
20 VERHANG
vERH VERH
YWALL LINE 3 OVERHANG 3 OVERHANG
3 OVERHANG WALL LINE GABLE END WALL
Distance a•4 ft. In most cases (10q of least building width or 0.4 times building height,
whichever Is smaller, but not less than either 4% of least building width or 3 ft.)
ROOF D 114f5HR14r111 N141 L INCH SCHEDULE (G148LES)
COLLAR TIE 1X(o (MIN.) EVERY
il
OTHER RAFTER T-mOR LONGER
2511 MIN. LAP 25" MIN. LAP
rf
I I
I
I
I(1) "5 DOWEL
I IN CORNER
I I
I
I • I
I
II (1) 05 DOWEL
II IN CORNER
FOOTING 4 STEi IWALL RE INFORCE" iENT
2X6 VERTICAL SCAB OR KNEEWALL MID -POINT
IN RAFTER W1 RAFTER SPAN LENGTH GREATER
THAN 14 FT OR LONGER.
CONN W1 4-10d NAILS AT TOP 4 HURRICANE
CL iP s BOTTOM.
2X6 (MIN.) NO. 2 YP
SIMPSON L5TA12
(OR EQUAL)
PLYWOOD SHEATHING
(4) lmd 'a RIDGE
BOARD END
TRU55ES BELOW 5HEATHED PRIOR
TO VALLEY FRAMING INSTALLATION
OR &'-0" O.C. TOP CHORD
51MP5ON L6TA12 5TRAP OR 51MP5ON A22 TIE
EA. RAFTER W/ 10-10ol NAILS
(TYP.)
2X6 CONT. W/SLEEPER, CLIPPED
OR STRAPPED TO TRU55 BELOW
�, I 1 I CONY VALLEY FRAMING DETAI
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" no11a: or
Each and. toenail
plate or other framing below
3-3" 14 gage staples," crown
2-8d common (2}" X 0. 131")
2-3" x 0.131" nails
Each and, toenail
Blocking between rafters or truss not at the wall top plate,
2-3" 14 gage staples
to
rafter or truss
2-15 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 S 2}' 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
lope
over partitions (no thrust)
4-3"x 0.131" nails; or
Face Nail
(see Section 2301.2)
4-3' 14 gage staples, ?e" crown
4.
Calling joist attached to parallel rafter (heel joint) (see
Per Section 2301.2
Face nail
Section 2301.2
3-I0d common 3 X 0.148" ;or
5.
Colter tie to rafter
4-I0d box ( 3' x 0. 128" ) ; or
4-3' 0.131" nails; or
Face nail
4-3" 14 gage staples, t'e" crown
3-10d common 3 X 0. 148"); or
8.
Rafter or roof truss to top plate
4-10d box (3' x 0.128");or
(See Section 2301.2)
4-3' 0.131" nails; or
Toenallc
4-3" 14 gage staples, ?S" crown
2-16d common 3 1/2 X 0. 162 ; or
3-I0d box ( 3" x 0. 128" ); or
3-3" 0.131' nails; or
End nail
7.
Roof rafters to ridge valley or hip rafters; or roof
3-3' 14 gage staples, J" crown;or
rafter
to 2-inch ridge beam
3-IOD Common (3'-0. 148"); or
4-16D BOX (3 1/2" xO. 135"); or
4-100 BOX (3" x0. 128"); or
Toenail
4-3" x0. 131" Nails; or
4-3" 14 gage at op les " crown
16d common 3 ] 2 X 0.162
24"o.c. face
nail
8.
Stud to stud (not at braced wall panels)
1 Od common .I ;or
3"x 0.131" nails; or
16"o.c. face
nail
3-3" 14 gage staples, ?," crown
9.
Stud to stud and abutting studs at Intersecting wall
I6d 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
corners
(at braced wall panels)
3 x 0.131 nails; or
3-3' 14 gage staples, ?g" crown
12"o.c. face
nail
10.
Built-up header (2" to 2" header))
i6d common 3 1 2 X 0.162
16"o.c. face
nai)
I6d box 3 1 2 X 0. 135 ; or
I2 o. c. face
nail
11.
Continuous header to atud 4-8d common (21/2. X 0. 131,);
4-8d comm2 1/2' X 0. 131-),-or
Toenail
4-IOd boxon 3 X 0. 128
16d common 3 1 2 X 0. 162 ; or
16 o. c. face
nail
iod common ;or
12.
Top plate to top plate
3"x 0.131" nails; or
12"o.c. face
nail
3" 14 gage staples, ?9" crown
8-16d common 3 1/2" X 0. 162 ; or
Each side of
end joint, face
12-10d box (3" x 0.128");or
nail
13.
Top plate to top plate, at and joints
12-3" 0.131' nails; or
(minimum 24"
lap splice length
12-3' 14 gage staples, ?g" crown
each side of
end joint)
Ifid common 3 ] 2 X 0. 162' or
16 0. c. face
nail
14.
Bottom plate to joist, rim joist, band joist or blocking
15d box 0. 135 ; or
(not at braced wall panels)
3"x 0.131" nails; or
12"o.c. face
nail
3" 14 gage staples, ?6" crown
2-16d common 3 ] 2 X 0. 162 ; or
15.
Bottom plate to joist, rim joist, band joist or blocking
3-I6d box (3 1/2' x 0.135');or
at
braced wall panels
4-3" 0.131" nails; or
Toenail
4-3" 14 gage staples, j6" 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, ?S" 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 nail
3-3' 14 gage staples, j- crown
17.
Reserved
2-16d common 3 ] 2 X ;or
18.
Top plates, laps at corners and intersections
3-70d box (3' x 0. 128");;or or
3-3' 0.131" nails; or
Face nail
3-3" 14 gage staples,?S" crown
2-8d common 2 1/2" X 0. 131" ; or
19.
]" brace to each stud and plot
2-10d box (3" x 0.128");or
2-3" 0. 131" nails; or
Face nail
3-3" 14 gage staples, &" crown
20.
I"x6"sheathing to each bearing
2-8d common (2 12 X 0. 131);or
Face moll
3-10d box (3" x 0. 128") ; or
1.
1 x8 and wider sheathing to each bearing
3-8d common 2 1 2 X 0.131 ;or
3-I0d box (3' x 0.128");or
Face nail
Floor
3-8d common 2 1 2 X 0. 131 ; or
22.
Joist to sill, top plate, or girder
3-IOd box (3" x 0.128');or
3-3' 0. 131' nails; or
Toenail
3-3" 14 gage staples, ?S" crown
8d common 2 1/2' X 0. 131'); or
23.
Rim joist, band joist, or blocking to top plate, all) or
10d box (3" x 0.128");or
other
framing below
3" 0.131" nails; or
6"o.c., toenail
3. 14 gage staples, ?S' crown
2-8d common 2 1/2- X 0. 131"); or
24.
1"x 6"subfloor or less to each foist
2-10d box (3 " x 0.128" ;or
)
Face Hall
25.
2 subfloor to lolst or girder
2-16d common 3 1 2 X 0.162
Face nail
28.
2" planks lank & beam -floor a 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
staggered on
opposite sides)
16-d-common ; or
24" o. c. , face no l at top and
27.
Built-up girders and beams, 2. lumber layers
3"x 0. 131" nails; or
bottom
3" 14 gage staples, ?g" crown
staggered on
opposite sides)
2-20d common 4 X 0. 192 -.or
3-1Od box (3' x 0.128");or
Ends and at
each splice, face
3-3" 0.131" nails; or
nail
3-3' 14 gage staples,?" 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.
Ledger strip supporting joists or rafters
4-3" 0.131" nails; or
4-3" 14 gage stoples, ?S" crown
3-15d common 3 12 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, Ile" 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 foist, rafter or truss
4-3" 0.131" nulls; 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
ad coon or d•farerd 20' •0. 131
(roo/) or ror• 01 (23/•' "0. 1131 nail
6
12
(roof)•
31.
3/8 '- 1/2"
2J'xO.113" nail (subfloor and wall)
6
12
1J" 16 gage staple, ?s" crown
4
8
subfloor and wall
2r x 0.113. nail (roof)
4
8
1 3/4"16 gage staple,"crown(roof)
3
6
80 COMMON (21/2 " x0. 1311; OR
6
12
6D DEFORMED (2' xo.113') (SUBFLOOR AND
32.
19/32 " - 3/4"
WALL)
8d common or deformed (21/2 ' x0. 131 ')
(roof)or RSRS-01 (23/8' xO. 1131 nail
6
12
(roof)d
2(J"xO.113"nail; or
4
8
2" 16 gage staple, ?g"crown
33.
7/8 - 11
10d common (3" x 0. 148"); or
6
12
Other exterior wall sheathing
li" galvanized roofing nail
(&" head dlameter);or
34.
1/2 "fiberboard sheathing b
I}', 16 gage staple with t6"or 1"
3
6
crown
2-20d common 4 X 0. 192 ; or
"
3-10d box (3x 0. 128") ; or
35.
25/32, fiberboard sheathing b
3-3" 0.131" nails; or
3
B
3-3. 14 gage staples. ?6" crown
Wood structural panels, combination subfloor underloyment to framing
36.
3/4 " and less
8d common (2 1/2"x 0. 131"); or
6
12
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"
10d common (3" x 0. 148") • or
6
12
38.
1�"- i
8d deformed 2 1 2"xO. 131"
Panel aiding to framing
6d corrosion -resistant siding
( 1j" X 0. 106"); or
6d corrosion -resistant casing (2"X
6
12
39.
1/2, or less
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 (1 1/2"x 0.080"); or
6
12
41.
4d finish 1 1 2" x 0. 072"
_
6d casing (2"x 0.099"); or
6
12
42
a
6d finish(Panel supports at 24"
For S1; 1 inch - 25. 4 mm.
a. Nails spaced at 6 inches at 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 8 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
fastened to the top plate in accordance with this schedule, the number of toenails in the rafter shall be permitted to be reduced by
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Thomas L
Hanson:AO1410 Hanson:A01410D00000
D000001 77EF31 177EF31 B4E000015ADA
Date:2021.05.24 O
B4E000015ADA 08:45:11-04'00' v
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TWA
PROJECT NO.
2021-115
Signed and sealed by T.L. Hanson YE \\ O 1111111//p//i
using a Digital Signature and date. gf?so N FM1.S,Q`
Printed copies of this document S
are not considered signed and - ~ :
sealed and the signature must be -_ : w -
Iv =
verified on any electronic w to • 2 -;
P '(j
DWG N0.
625
PRODUCT APPROVAL INFORMATION SHEET (S)
EVALUATION REPORT FROM A PRODUCT EVALUATION ENTITY
COVER SHEET
ffR01DUGT Afi ff;�,'0VAL 5FEC f F I GAS" f ON 51 4EET
MMA9 equired by Florida Statute 553.842 and Florida Administration Code 915-12, 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/-6-1.0 psf
ThermaTru
Smooth Star
FL 5891.2
+6'1.0 /-(0-1.0 psf
ThermaTru
ClassicCraft
FL 5891.3
+6-1.0 / -61.0 psf
5. SLIDING
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 *8000/8100 *1101 - *1104
13' Max width, 14' Max Height
FI 8248.1 - FI 8248.4
+22.9 / -26.3 psf
+46.0 /-52.0 psf
Wayne -Dalton, a division of
Overhead Door Corporation
Model *8000/8100 *11211 - *1125
16' Max width, 14' Max Height
FI 8248.5 - FI 8248.9
+1530 / -1-1.0 psf
+4E.0 /-52.0 psf
D. OTHER
2. WINDOWS
A. SINGLE HUNG
MI Windows and Doors
Series GA 1135 Aluminum SH
FL 15211.5
+50.0 / -50.0 psf
MI Windows and Doors
Series GA 5500 PVC SH
FL 1521-1] - FL 1521-1.3
+50.0 / -50.0 psf
5. 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 1630 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,lnc.
Artisan®Lap Siding
FL 10411.1
5. SOFFITS
Alside
Solid and Vented Soffit
FL 15212.1 - FL 15212.2
+10.0 / -10.0 psf
C. VINYL SIDING
Certainteed Corp Siding
Products
CertainTeed Vinyl Vinyl Siding
FL1513.1
+N/A/-160.6
4. ROOFING PRODUCTS
A. ASPHALT SHINGLES
Certain Teed Corporation
CT20 land AR), Landmark 30 / 40
land AR) XT30 (and AR)
FL5444.1
N/A
A. Metal Roofing
Union Corrugating Company
MasterRib Panel
FL9555.4
N/A
5, UNDER.LAYMENTS
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 20-i5.1
N/A
E. ROOFING TILES
Bora I Tile
villa 900
FL 1541B 24 - FL -1849.28
N/A
R OTHER
5. SHUTTERS
Global Protection Products
Galvanized Steel Storm Panels
FL 1501E.1 - FL 15016.2
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 1285E.1
+54.0 / -54.0 psf
ro. STRUCTURAL
COMPONENTS
Fastening Specialists, Inc.
Tie Max "Threaded Rod"
FL1566.36
A. WOOD CONNECTORS / ANCHORS
USP Structural Conn.
see chart
Simpson Strong -Tie
see chart
5. TRUSS PLATES
ITW Building Components
Alpine Truss Plates
FL 19g9.1 - FL 1999.4
N/A
MiTek Industries, Inc.
Truss Plates
FL 219-1.1 - FL 219i.5
N/A
C. ENGINEERED LUMBER
Boise Eng. Wood Prod.
versa -Lam SP
FL 1644.1
N/A
Boise Eng. Wood Prod.
Wood-l-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 652-1.1 - FL 6521A
N/A
D. MATERIAL
Cast -Crete Corp.
High Strength Concrete Lintels
FL 158.1
N/A
Powers Steel, Inc.
Power Box Lintels
FL 311g.1 , 5450.1 , 11303.1
N/A
A. SINGLE PLY ROOF SYSTEMS
Mule -Hide Products Co., Inc.
Thermoplastic polyolefin single ply
roof Systems
FL12-1-12 1
+N/A /-525
uU5F Gornectors
USP Stock No.
Florida Statewide Product
Approval No.
Evaluation Report Bads
Repo
A3
FL11244.1
ESR-3455
1-10210-2
FL132855
ESR-3445
HD212-2
FL112323
ESR-3445
H0216
FLI12323
ESR-3445
WD216-3
FL112323
ESR-3445
14026
FL112322
ESR-3445
HD28-2
FL112323
ESR-3445
HD410
FL11232.4
E5R-3445
HD412
FLI1232.4
ESR-3445
HD610
FLI1232.4
ESR-3445
HD0410
FL11221.2
ER-0201
HGAiOKT
FLI1236.6
E5R-3448
HGAMIOKT
FL11699.1
Evaluation Report
HHCP2
FL11236.1
ESR-3448
HTA16-18
FL116802
Evaluation Report
HTA20-18
FL116802
Evaluation Report
HTT4/HTTI6
FL112152 - FL11324.1
ER-0200 - Evaluation Report
HTT5
FL112192
ER-0200
HTWI6
FLI1244.8
ESR-3455
HTW20
FLi1244.8
EBR-3455
HTW24
FL112448
ESR-3455
HTW30
FLI1244B
EBR-3455
HTWMI&
FL62232
Evaluation Report
WTWi`120
FLI1244B
ESR-3455
HUGT2
FL62233
Evaluation Report
HUGT3
FL62233
Evaluation Report
HUS210-2
FL11232.1
ESR-3455
HUS212-2
FLI1232.1
E5R-3455
HU826
FLI1232.1
ESR-3455
HUS28
FLI1232.1
ESR-3455
HUS28-2
FLI1232.1
ESR-3455
JL24
FLI1232.8
ER-0201
JL26
FLI1232.8
ER-0201
JUS210-2
FL11232.12
ESR-3445
JUS24
FL11232.11
ESR-3445
JUS26
FLi1232.12
ESR-3445
JUS26 -2
FL11232.12
£SR-3445
JUS28
FLI1232.12
ESR-3445
JU54ro
FL11232.12
ESR-3445
KLEG3
FL11241.15
E5R-3444
KST260
FL11241.15
ESR-3445
LSTAI2
FL11244.18
ESR-3445
LSTAI5
FL11244.18
ESR-3445
LSTAI8
FL11244.18
ESR-3445
LSTA24
FL11244.18
ESR-3445
LSTA30
FL11244.18
ESR-3445
LSTA36
FLI1244.18
ESR-3445
LTS15
FL112153
ER-0200
LTS205
FLI121e3
ER-0200
LTTI31
FLI12193
ER-0200
LTW12
FL112448
ESR-3455
LUGT2
FLI12402
ESR-3441
MP3
FLI124422
ESR-3455
MP34
FLI124423
ESR-3455
MP4F
FL1124424
ESR-3455
MP5
FL1124422
ESR-3455
MPH3516
FL112403
ESR-3441
MSTAi2
FLi1244.18
ESR-3455
MSTAI5
FLI1244.18
ESR-3455
MSTAI8
FL11244.18
ESR-3455
MSTA24
FLI1244.18
ESR-3455
MSTA36
FLI1244.18
ESR-3455
MSTC40
FL 112442E
E5R-3455
MSTC52
FLI124426
ESR-3455
MTW12
FLI12448
ESR-3455
MTWI6
FLI1244B
ESR-3455
MTW18
FLi12448
ESR-3455
MTW20
FL112448
ESR-3455
MUGTiS
FL112405
ESR-3441
NFM35Xi2
FL5182
Evaluation Report
NFM35X16U
FL5183
Evaluation Report
PAU44
FL 11239.13
E5R-3449
PAU66
FL11239.13
ESR-3449
PHD2A
FLI12ISA
ER-0200
PHXU3516
FL1124120
ESR-3444
RFUS
FL62235
Evaluation Report
RSI50
FLI124421
ESR-3455
RTI5
FL1123roJI
ESR-3448
RTI6
FL11236.10
ESR-3448
RTI6 -2
FL 11236.10
ESR-3448
RTI&A
FL11236.10
ESR-3448
RT3A
FLI1236.11
ESR-3448
RT4
FL11236.11
ESR-3448
RT5
FLI1236.11
E5R-3448
RTi
FLI1236.11
ESR-3448
RT1A
FL11236.11
ESR-3448
RT8A
FLI1236.11
ESR-3448
SPT22
FLI124430
ESR-3455
6PT24
FL1124431
ESR-3455
SPT4
FL1124432
ESR-3455
SPT6
FL1124432
ESR-3455
SPTB
FL1124432
ESR-3455
SPTH4
FL1124432
ESR-3455
SPTH6
FL1124432
ESR-3455
SPTHS
FL1124432
E51R-3455
SUH24
FL11232.14
ESR-3455
THD28
FL11232.11
ESR-3445
THD28-2
FL11232.11
ESR-3445
THD410
FL11232.11
ESR-3445
THD412
FL11232.11
ESR-3445
THD612
FL11232.11
ESR-3445
THDH414
FL11232.11
ESR-3445
UPHD8
FL11219b
ER-0200
USC53
FL2033.1
Evaluation Report
UGT53F
FL2033.1
Evaluation Report
UGT553
FL2033J
Evaluation Report
GELi-10
FLI1241.1
ESR-1102
GELi-22
FL11241.1
E5R-1102
5 f 1'-IF60N Gorrectore
Simpson Stock NO.
Florida Statewide Product
Approval No.
Evaluation Report Basis
A23
FLI04462
ESR-2606
HU210-2
FLI065520
ESR-2549
HUD212-2
FLI0655.23
ESR-2549
HU26
FLI0655.29
ESR-2549
HU28-2
FLI065529
ESR-2549
HU410
FL1065531
ESR-2549
HU412
FL1065534
E51R-2549
HU610
FL10655.44
E51R-2549
H0412
FLI0655.45
ESR-2549
HD610
FL1065551
E51R-2549
HUCQ410
FL11468.11
5IM200804
HGAIOKT
FL11410.4
SIi" 1200803
HGAMIOKT
FL11410.4
SIM200803
HCP2
FL104412
ESR-2551
HETAI6
FLII4135
5IM200802
HETA20
FLI1413B
SIM200802
HTTi&
FL114135
E5-0130
HTT22
FL 114135
E5-0130
HT516
FL1045622
ESR-2613
HTS20
FL1045623
E5R-2613
WT524
FLI045624
E51R-2613
HT530
FL1045626
E5R-2613
HTSMI6
FL11413.11
5IM200802
HT5i'120
FL11413.11
SIM200802
HGT2
FLI0456.18
ESR-2613
HGT3
FLI0456.19
ESR-2613
HUS210-2
FL10655.92
ESR-2549
WU5212-2
FLI0655.93
ESR-2549
HU526
FL10655.94
E5R-2549
HUS28
FLI0655.96
ESR-2549
HUS28-2
FL10655.91
ESR-2549
LU24
FLi0655.103
ESR-2549
LU26
FL10655.104
ESR-2549
LUS210-2
FLI0655.101
ESR-2549
LUS24
FL 10655.109
ESR-2549
LUS26
FLI0655.111
ESR-2549
LUS26-2
FL10655.112
ESR-2549
LUS28
FL 10655.113
ESR-2549
LUS46
FL10655.118
ESR-2549
LEG3
FL10661.11
ESR-2615
M5T60
FLI0852.1
ESR-2105
L5TAI2
FL10852A
ESR-2105
LSTAI5
FL10852.4
E51R-2105
L5TAI8
FL10852.4
ESR-2105
L5TA24
FL10852.4
ESR-2105
LSTA30
FL10852.4
ESR-2105
LSTA36
FL108525
ESR-2105
LTTI9
FLI14563
ER-130
LTT205
PLI14563
ER-130
LTT131
FL114963
ER-130
LTS12
FLI045629
ESR-2613
LGT2
FL11410.1
SIM200803
L530
FLI0446.15
ESR-2606
A34
FL104463
ESR-2606
LPT4
FLI0446.19
ESR-2606
L550
FL10446.16
ESR-2606
WM1416
FL106611*
E51R-2615
MSTA12
FL108528
ESR-2105
MSTA15
FL10852.8
ESR-2105
MSTAI8
FL10852.9
ESR-2105
MSTA24
FL10852.9
ESR-2105
MSTA36
FL10852.9
ESR-2105
MSTC40
FL10852.11
ESR-2105
M5TC52
FL10852.11
ESR-2105
MT512
FL1045633
ESR-2613
MTSi&
FL1045634
ESR-2613
MT818
FL 1045635
ESR-2613
MTW20
FL1045636
ESR-2613
MGT
FL11410.9
511-1200803
115HA356/1125
FL10866.12
ESR-2616
M5HA356/16
FL10866.12
ESR-2616
A5U44
FL10860.4
E5R-1622
A5U66
FLIOLVoOA
ESR-1622
HDU2-SD525
FLI044IA
ESR-2330
GLTV3516
FL106618
ESR-2615
FGTR
FL114132
SIM200802
CSI6
FL 10852.I
ESR-2105
HI
FLI04565
ESR-2613
HIO
FL10456b
ESR-2613
HIO-2
FL10456.1
E5R-2613
HIOA
FL10456b
ESR-2613
H3
FL10456.13
E51R-2613
H4
FL10456.14
ESR-2613
145
FL10456.15
ESR-2613
H25
FLI0456.11
ESR-2613
1425A
F00456.12
ESR-2613
H8
FL114103
SIM200803
Simi
FLI0456.41
ESR-2613
SP2
FL10456.42
E51R-2613
SP4
FLi0456.43
ESR-2613
SP6
FLI0456.44
ESR-2613
Slims
FL10459P.45
ESR-2613
810144
FL10456.46
ESR-2613
SPH6
FLI045roA1
ESR-2613
SPHS
FL10456.48
ESR-2613
U24
FL10655.141
ESR-2549
HHUS26-2
FL106553
ESR-2549
HHUS410
FL10655A
ESR-2549
HGUS525/12
FL11468.11
SIM200804
HGUS414TH014414
FL11468.10
SIM200804
HDQS-SD53
FL10441.1
ESR-2330
R5C
FL11418.6
ES-0112
MSTAM24
FL11413.19
SIM200802
MSTAM36
FL11413.19
SIM200802
MSTCM40
FLi1413.19
SIM200802
HHETA20
FL11413.9
SIM200802
LGT3-SD525
FL11410.1
SIM200803
LGUM26-2-
FLII413.12
SIM200502
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.
N
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Thomas L Digitally signed by Signed and scaled hyT.L.Hanson
PE\\����4 1F�
Thomas L using a Digital Signature and date.
Hanson:A01410 Hanson:A01410D00000 Printed copies ofthisdocument `ro,• +�
are not considered signed and -'
D000001 77E F31 117EF31134E000015ADA sealed and the signature must he 1 w
verified on any electronic co ..
Date: 2021.05.24
B4E000015ADA 08:44:35-04'00'
V)
Z
O
W
PROJECT NO.
2021-115
DWG N0.
of