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TABLE 1405.2
MINIMUM THICKNESS OF WEATHER COVERINGS
COVERING TYPE
MINIMUM THICKNESS
(inches)
Adhered masonry veneer
. 025
Aluminum siding
0.019
Anchored masonry veneer
2. 68jN'VNfng^
Asbestos -cement boards
Asbestos shingles
WEI V(7 11n,
Cold -rolled copper
D. 021617ftq "�'
, M
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 lop siding
0,25 c
Fiber cement panel siding
0.25 c
Fiberboard siding
.05
Glo5s-f iber 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 slobs
1
Particleboard (with sheathing)
See Section 2304.6 (HVHZ,
see Section 2315. 1. 11)
Par t i c I eboor d ( wi thou t sheo th i ng)
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:
Me Lal plaster base
0. 875 b nominal
Un it mos onr y
0.625 b nominal
Cost-in-ploce or precast concrete
0.625 b nominal
Two -coo t work over:
Unit masonry
0.5 b nominal
Cost -in -place or precostconcre te
0. 375 b nomino I
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: I inch =25.4mm.
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 andleod-coo ted
copper, 12 ounces per square foot for copper shingles, high -yield copper
and lecdcooted high -yield copper.
SECH15kluhI64scratch coat, setting bed, and precast stone.
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 sholl not be less than 6 inches (152 mm).
Exception-;
1. Point or decorative cementitious finish less than i inch (17. 1 mm)
thick adhered directly to the masonry foundation sidewoll.
2. Access or vehicle romps which rise to the interior finish floor
elevation for the width of such romps only.
3. A 4-inch( 102 mm) inspection space above patio and garage slabs and
entry orea�-
4. If the p,Lio r;os been soil treated for termites, the finish
elevation moy match the building interior finish floor elevations on
masonry i.;unstruction only.
5. Masonry �eneers constructed in accordance with Section R318.4.
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R319. I Address numbers. Buildings shall have approved
address numbers, buildingnumber s or appr oved building
identification placed in a position that is plainly
legible and visible from the street or road fronting the
property. These numbers shall contrast with their
background. Address numbers shall be Arabic numbers or
alphabetical letters. Numbers shall be a minimum of 4
inches( 102 mm) high with a minimum stroke width of 112
inch (12. 7 mm). 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.
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TABLE 1405.2
MINIMUM THICKNESS OF WEATHER COVERINGS
COVERING TYPE
MINIMUM THICKNESS
(inches)
Adhered masonry veneer
.025
Aluminum siding
0.019
Anchor ed mosonr y veneer
2. 625
Asbestos -cement boards
0. 125
Asbestos shingles
0.156
Cold -rolled copper
D.D216 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 lop 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-coa ted copper d
0.0216 nominal
Leod-coated high -yiel dcopper
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
Pr ecasts tone facing
0. 625
Steel (approved corrosion resistant)
0.0149
Stone (cost artificial anchored)
1. 5
Stone (natural)
2
Structural glass
.344
Stucco or exterior Portland cement
plaster
Three -coat work over:
Metal plas ter base
0.875 b romino I
Unit mosonr y
0.625 b nominal
Cast -in -place or precast concrete
0.625 b nominal
Two -coot work over:
Unit mosonr y
0.5 b nominal
Cost -in -place or precast concrete
0. 375 b nominal
Terr ocottc( anchored)
I
Ter"ro cotLa (adhered)
0.25
Vinyl siding
0.035
Wood shingles
0. 375
Wood siding (without sheathing)
0. 5
For SI: I inch =25.4mm.
a, Wood siding of thicknesses less than 0,5 inch shall be placed over
sheathing that conforms to Section 2304.6. (HVHZ, see Section 2322)
b. Exclusive of texture.
c. As measured at the bottom of decorative grooves.
d, 16 ounces per square foot for cold -rolled copper and lead -coated
copper, 12 ounces per square foot for copper shingles, high -yield copper
and leadcooted high -yield copper.
SECHMuPb4scratch coat, setting bed, and precast stone.
INSPECTION FOR TERMITES
In order to provide for inspection for termite infestation, clearance
between exterior wall coverings and final earth grade on the exterior of
a building shall not be less than 6 inches (152 mm).
Exceptions:
I. Point or decorative cementitious finish less than j inch (17. 1 mm)
thick adhered directly to the masonry foundation sidewall.
2. Access or vehicle romps which rise to the interior finish floor
elevation for the width of such romps only.
3. A 4-inch (102 mm) inspection space above patio and garage slobs and
entry areas.
4. If the patio has been soil treated for termites, the f in i3h
elevation may match the building interior finish floor elevations on
masonry construction only,
5. Masonry veneers constructed in accordance with Section R318.4.
R319.1 Address numbers. Buildings shall have approved
address numbers, building numbers or approved building
identification placed in a position that is plainly
legible and visible from the street or rood fronting the
property. These numbers shall contrast with their
backgr ound. Address number sshall be Ar ab icnumber s or
alphabetical letters, Numbers shall be a mini mumof 4
inches (102 mm) high with a minimum stroke width of 112
inch ( 12, 7 mm). 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.
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(2) Simpson HETA20 (or equal)
Installed per ManuF. specs. at all
multi-pl� trusses crossing masonry
walls. Uplift is less than 2E�00 lbs.
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"aneer. Exact model 0 to be rr- -
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determined by number of plys
or girder as indicated an
Trus5 Systems Engineering
drawings.
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Installed per ManuF. specs. LU
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Net Uplift Is less than 1&10 lbs. 0
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Installed per Manuf. specs- \4
Not Uplift is less than 1610 lbs,
E X I T I N G GA R A G E
0 21 41
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111G_ PROPOSSO
WIND DE&IGN INFORMATION
1. Wind Speeds of 1313 MPH Vult 4 108 MPH Vaed
2. Risk Ga teeor� = 11
3. Exposure Category 5
4, Enclosed Building, (GCpi 0.16)
5. Component 4 Cladding Pressures (PS,F):
R = W = 33.2,-43.4 OH= -110.ro
NOTE: WINE) LOAC) CALCULATIONS ARE 5ASED ON
'WORST C;Ae>E' ALL r-ONNEC:TOR5 WILL 15E UNIFORM
FOR SIMILAR USES,
TH15 STRUCTURE HAS 15EEN C)E51GINIED TO WITI15TAN[�)
INTERNAL PRESSURES, ENCL05ED 5UILDIWs.
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0 41 61
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E11C rZXISTINCX
BUILDING CONSTRUCTION NOTES
1. This single farnll� dwelling Is to the 5th Edition (2014) FE15C (Florida 5ulldine Code) t�pe
construction requirements. Construction "Il comply with local Count� and state agencies.
2. All openings around walls, partitions, pipes, ducts, conduits etc.., shall be sealed Fully
and sound proored with sealants of type For application.
3. Painting- All surfaces shall be properly prepared and cured to manuracturer's
Instructlon prior to painting, Faint shall be "First line" produced by PORTER, SHERWIN
WILLIAMS, or equal with colors selected lo� 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. GaulK all exposed joints. Glean, prime, caulk and sea] all joints between door and
window Frames with DOW CORNING silicon or 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. EnargS 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 ln� a
proper HVAC professional and shall pass the "Florida Energy Code" or recommencla t ions From such
Professional shall be provided to the Home Designer (Corrier Stone C>esign Group, Inc.) so as to
meet such requirements.
TABLE 1609.7(l)
NOMINAL (ASD) GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET
LOCATED IN EXPOSURE 8 (PSF) 1, 2, 3. 4, 5
ULTIMATE DESIGN WIND (V,1PETERMINED IN ACCORDANCE WITH SECTION 1609.3 (MPH - 3 SECOND GUST)
Wid th( ft)
Hei ght( 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
8. 7-9. 8
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
8. 4-9. 4
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
8. 0-8. 9
9. 7-10. 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
9. 6-10. 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. 0-40. 6
16
7
9. 2-10. 3
10, 9-12. 2
10. 9-12. 2
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: I foot = 304.8 mm, 1 mile per hour = 1.609 km/h, 1 psf = 47.88 N/m2.
Nominal Design Wind Speed (Vosd) converted from Ultimate Design Wind Speed per Section 1609.3.1
1. For effective areas or wind speeds between those given above the load may be interpolated, otherwise use the load associated with the lower
effective area.
2. Table values sholl be adjusted for height and exposure by multiplying by the adjustment coefficient in Table 1609.7(2)
3. Plus and minus signs signify pressures acting toward and away from the building surfaces.
4. Negative pressures assume door has 2 feet of width in building-s end zone,
5. Table values include the 0.6 load reduction factor
C
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w
2319, 17. 1. 2
Where a coiling is to be attached directly to the underside of trusses,
th e tr usses sh a I I be I a ter a I I y br aced wi th con t i nuous 1 -i nch by 4-i nch
( 25 mm by 102 mm) member s no i I ed wi th 8d common no i I s to the upper s i de
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.
0- A r1f75A00 Mn A 11 T KI/I /A n T �/Ir-
TOP/BOTTOM CHORD GABLE
END BRACING @ 48" O.C. MAX
FOR THE FIRST 4 ROWS OF
TRUSSES
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CONT. BOTTOM CHORD
BRACING (I"x4" MIN.)
10' -0" MAX.
SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY
ADDITIONAL BRACING OR CROSS BRACING REOUIREMENTS
REQ. MINIMUM TRUSS BRACING
EiNr,> TRU55
2 4 " O.C.
10
2X4x6 LATERAL
5RACIN(3 CONTINOUS
0 48" O.C.
) Irad NAILS
GABLE END DIAGONAL BRACE DETAIL
TABLE 2YA 10.4.�
RAFTER TE CONNECTiONS9
RA FTE R
SLOPE
TIE SPACING
inot,*s�
�_ RG OF S PA N FE ET)
12
1 20_ 1 23 1 36
3:12
12
4
8
8
10
16
5
7
10
13
7
it
15
is
T2_
10
14
is
15-
48
14
21
29
37 1
4. Q
12
3
4
5
6
16
3
5
7
8
24
4
7
10
12
32
PJ
9
11
16
48
a
14
is
24
L 12
12
3
3
4
5
1
ILI
3
4
5
7
24
4
1 8
8
10
32
1
a
10
1 a
49
7
T 1
15
20
TQ
Q
3
3
3
4
18
3
3
4
5
24
3
4
8
7
32
4
8
a
lio
49
5
a
11
14
9:12
12
3
3
14
3
18
3
3
3
4
24
3
3
5
8
K
3
4
8-
49
4
9
1
'212
12
1
3
3
3
18
3
3
3
3
24
a
4
32
3
3
4
5
48
3
4 1
0
7
�tr& I rir,-25 Arrm I fcct-3ua 7m, 1 tot- 47a
-lakwe Dermlear, ae &j%flum tr lea Olt,; nam
o taIN ri,4�rexww; we Imp"ka g;D m maj:ea 25 petegi f -4% are cma%*
are v,1re%,rw w-*re r* rages s�p;*rmcay
e am *qmevor -.0n9p w io ceir gpat w spica
a F& 6e;v ea
Tru-se S�etem5 Eneireerine b� othei-6
TRUSS �'IANUFACTURER TO
FROVIDE SIGNED 4ND
SEALED TRU66 DRAWINGS
INCLUDING BRACING
DETAILS.
C3L
:3
P
0
(1)
2
(D
0
IL-61
C)
N
"Ift
13W&I
F-
0
L)
v
m
m
0
N
N
53' -4"
L 21' -4" 32' - O"
s =_______--- _
L----
I
I
� i i i •`c � 1\`J// � I
I I , 111110 / I
1 I I IL—j / 1 2'-1 3 _m
�eclroom #3 '
r
I I I
I I1'-O" X 12'-0" I `� r-------
I 1
CLG. HGT.
I I i 1L ICI
1 rT--------====s== === --- rT--------__
Breakfast Area L----J----7T--L�
I I
11'-0" X 10'-8" I I
\
— — _ — 8'-0" FLAT CLG. I I \\
I I I II II — I II II
I I II 1 1 Fr====—�
I I II II I, I, II II
I II I I II I, I I
Master
I L
— J I I Beolroom I I
I---____-J L-u r r I 1 Great I�OOm l I 12'-0 X 12'-0'
c_x_S , II
I I 1 II I I I I F- ---- --- - --15'-0" X M-4" 1 1 VAULTED CLG.
I I I I I I I I L____---- I VAULTED CLG. I I I I
_ I _
I I �_" I \ it I II I I I I I I
I I I I I
f�,�i }� �,1 12'-0" X 9-8
II �� I �7eGrlroom #2 -T - VAULTED CLG.
I II 12'-0" X 11 0 I I I / I I ;}
II II S'-0" CLG. HGT. I I — 1 /� c� LjI
I El
l,\ / I 1 ] O� , 1n1 1
II II111 I I
I----� L_—.—� _I�---------- I I
�_=___-------------------- I -----I I �r=== =11�1 Ih,r===_�, 1
I I I �� I I I F====� I I I I �1 loll 11II,
I I 1 I I-----J I 1I 1� 41
I I 31 I I1 I I
C----------------— ---- —- I LJ I I I \\ i t u o
----� I 11 II I I
-71 1 / 11 \ r 11 __ uti�it(�
lUH 1, ,1 rl fro,-4" X
I /AµU\ II I I
r------ ---- I I LL -1 I a 11'-0" X 10'-4" i--------- II
I -----�--------_ a � o A-- o o 4E--J-L ----- --- rr VAULTED CLG.
1 � � - �i -1 I I , dh I I
// "
II I I I 1 1 %1 %1 Jull 0
IIr==� I
L_
I I
I I
1 1 I I I
— — — — — — — — — — — /
3-Gar Wrap
28'-0" x 21'-8" I
I I 8'-0" CLG. HGT.
I I I I
I I I I
I 1
I
1 1 I I I I
1 1 I I I I
I I I I I
II I I r----------------------------------
II
I I I I I I I I
I I I I I I I I
I I I I I I I I
I I I I I I I I
I I I I I I I I
I I I I I I I I
I I I I I I I I
8_x l_OH.G.1)
-�
I L I 1(P'x l'
L- - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -L
0
;ti=
�Ll;' S A S- 5 U I
T / DEMO P L A N
v
m
DOOR SCHEDUL
DOOR
ID15CRPTION
2868
3068
3068
w/
SINGLE
1068
LIGHT
3068
w/
DOUBLE
1068
LIGHT
6068
2880
3080
3080
w/
SINGLE
1080
LIGHT
3080
w/
DOUBLE
1080
L I GHTS
6080
6080
w/
DOUBLE
1080
LIGHTS
6080
wl
DOUBLE
3080
LIGHTS
13080
w/
DOUBLE
2880
LIGHTS
6080
w/
DOUBLE
1280
LIGHTS
*NOTE: THE ABOVE DOOR CHART FITS MOST DOOR MANUFACTURERS DOORS
HOWEVER THE CONTRACTOR SHALL VERIFY WITH CHARTS DOCUMENTATION
PROVIDED WITH SPECIFIC DOOR MANUFACTURER
WINDOW FROL*H
0F5ENiNCx rHAIRT
WINDOW
BLOCK CON5TRUCTION
(1/2" FLANGE)
FRAME CONSTRUCTION
(112 FLANCzE)
CODE
LUIDT�4
1�4E IGI,4T
WIDTH
HEIGk4T
12 SH
19
7/8
x
26*
19 1/4-x
26 1/4'
13 SH
19
7/8" "
x
38 3/8"
19 1/4" x
38 5/8'
14 SH
19
7/8" "
x
50 5/8"
19 1 /4" x
50 7/8'
15 SH
19
7/8" "
x
63"
19 1 /4 x
63 1/4-
16 S H
19
7/8 I'll
x
76 3/4"
19 1/4- x
76 3/4"
H32 SH
27
1/4"
x
26"
26 5/8" x
26 1/4'
H33 SH
27
1/4"
x
38 1/4"
26 5/8" x
38 5/8-
H34 SH
27
1 /4"
x
50 5/8"
26 5/8" x
50 7/8-
H35 SH
27
1 /4"
x
63*
26 5/8" x
63 1/4"
H36 SH
27
1/4
x
76 3/4"
26 5/8" x
76 3/4'
22 SH
37
3/4"
x
26"
1/8.1
37 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 1/8.1 x
50 7/8-
2WE SH
37
11
3/4
x
56"
37 1/8" x
56 1/4'
25 SH
37
3/4"
x
63"
37 1/8" x
63 1/4'
26 SH
37
3/4"
x
76 3/4"
37 1/8" X
76 3/4'
32 SH
53
7/8"
x
26"
53 1 /4" x
26 1/4'
33 SH
53
7/8"
x
38 1/4"
53 1 /4" x
38 5/8-
34 SH
53
7/8"
x
50 5/8"
53 1 /4*' x
50 7/8*
3WE SH
53
7/8"
x
56'
53 1/4" x
56 1/4'
35 SH
53
7/8"
x
63"
53 1/4" x
63 1/4-
36 SH
53
7/8"
x
76 3/4"
53 1/4" x
76 3/4-
(2) 22 SH's
74
3/4"
x
26"
CHECK WITH MANUF.
(2) 32 SH's
107"
x
26*
CHECK WITH MANUF.
(2) 23 SH' S
74
3/4"
x
38 1/4"
CHECK WITH MANUF.
(2) 33 SH' S
107"
x
38 1/4"
CHECK WITH MANLIF.
(2) 24 SH' S
74
3/4"
x
50 5/8"
CHECK WITH MANUF.
(2) 34 SH' s
107"
x
50 5/8"
CHECK WITH MANUF.
(2) 25 SH'S
74
3/4"
x
63"
CHECK WITH MANLIF.
1(2) 35 SH' s
107"
x
63* ICHECK
WITH MANUF.
*NOTE: THE ABOVE WINDOW CHART FITS M
OST WINDOW MANUFACTURERS
WINDOWS HOWEVER THE CONTRACTOR SHALL VERIFY WITH CHARTS
DOCUMENTATION PROVIDED WITH SPECIFIC WINDOW MANUFACTURER
NOTES
R302.5 Dwalline/garac;Ia open Ing/peretra t ion protection.
Openlnqo and penatriltions through the walls or callings separating
the dwelling from theearaeo shall be in accordance with
Sections R302.5.1 through R302.5.3.
R302.5.1 Opening protection. Openings from a private garage directiq
Into a room used ror sleeping purposes shall not be permitted. other'
operlings between the garage and residence shall be equipped with
solid woodcloors not lose than 13/0 Inches (35 mm) in thickness, solid or
2o-minute rire-rated doors, equipped with a 6&lfclo6ifig device.
hona�comb- core steel doore not lose than 13/5 inches (35P mm) thick, or
R302.5.2 Duct penetration. Ducts in the garage and ducts penetrating
the walls or calling& separating the dwelling rrom thaearase shall be
constructed or a minimum No. 26 gage (0.48 mm) sheet steel, I inc-Ih (25.4
mm) minimum rigid nonmetallic Class 0 or Class I duct board, or other
approved material and shall have no openings Into the garage.
R302.5.3 Other penetrations. Penetrations through the
separation required in Section R302.6 shall be protected as
required b� Section R302.11, Item 4.
R302b Dwelling/garage rire separation. The garage shall be
separated as required bV Table R302,6. Openings in garage
waII5 shall compl� with $action R3025. This provision does
not applV to garage walls that are perpendicular to the adjacent
dwelling unit wall.
R302.1 Under -stair protection. Enclosed accessible space
under stairs shall have walls, unclar-stair surrac& and dn� sorfits
protected on the enclosed side with 112-Inch (12.1 mm) gVpGL#n
board,
TABLE R302.6
DWELLING/GARAGE SEPEFRATION
6EPARATION
MATERIAL
FROM TPE RESIDENCE AND AT71CS
NOT LESS THAN 112 INCH GYPSUM 50ARD OR EOUIVALENT APPLIED TO
THE GARAGE 61DE
FROM ALL HABITABLE ROOMS ABOVE THE GARAGE
NOT LESS THAN 5/8 INCH TYPE X GYPSUM BOARD OR EOUIVALENT
STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED
NOT LESS THAN 112 INC14 GYPSUM BOARD OR EOUIVALENT
FOR 6EPERATION REQUIRED 5Y THIS SECTION
RAGES 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
Him
2X& AL. BEAM
Screened
Room
14'-4" x 32._0.1
WALL EX15TING
CONNECTION
1.
- - - - - - - - - - - - - - - - -
L - - - -
- - - - - - - - - - - -
- - - - - - -
- - - - - - - - - --
I
14'-4" x 32'_0
6'-0" CLG. HG
1 - 11 11 / - - - - - - j
III-011 X 121-01,
8'-0" CLG, WGT.
1 -- - - - - - - - -- =-=- '
L
f5reakScist Area
111-011 X 101-51,
REPLACE WINDOW 1
- - - - WITH DOOR L = = = = &'-0" FLAT CLG,
- - - - - - - - - - - J-1
_T 3 r - - - - - -
1 1
11 1 1 F
1 1 1 11 1
1 11 1
F_ - - - - - - - - - - - --
1 L h
1 - - - - - - - - I I I Great RcII:
- - - - - - - - - - I I
15'-011 X ll'-411
I L - - - - - - - - VAULTEDCLG.
NEW WALL / EXISTING 11 1 1 1
WALL CONNECTION 11 1 1
T_
i t Chan
12'-0" X 9-5"
VAULTED CLG. 16\
T- E X 11 1
12'-011 X W-011 I I I / I \
e�_ � I-
&'-0" CILG. H6T. I F =::F - - n
I I
L ��l I tic 1
- - - - - - - - - -
I E� L-----J
I I I E 7 F - - - - - - - - - - - - - - - - - - - - - -
I I I F==
I I F _7I I
V.V. L 11 311 1
IF I
I_ - - - - - - - - - - - - - - - - - - I L _J I
-n I utilitu
I I I WH FI_ - I I
11 1 irp'-4" X 5'-B" 1 1
--------- /AHU\ I I
11 1 1 h I I
I I I I I � I I Den V
LL_ _J ll'-O" X 10'-4" 1
- - - - - - - - - - - LIL - - - - - I L _j L - - - - - - I - - - -
r - - - - - - - - - - - - - /C Ic - - - - - - - -- VAULTED CLG.
_U
-1, >
FRAMING 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 APPROPIR I ATE) 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
SECTION R602
WOOD WALL FRAMING
R602. 1 IDENTIFICATION. LOAD -BEARING DIMENSION LUMBER
FORSTUDS, PLATES AND HEADERS SHALL BE IDENTIFIED BY A
GRADE MARK OF A LUMBER GRADING OR INSPECTION AGENCY
THAT HAS BEEN APPROVED BY AN ACCREDITATION BODY THAT
COMPLIES WITH DOC PS 20. IN LIE OF A GRADE MARK, A
CERTIFEC I I P I ON ISSU D BY A LUMBER GRAD
AT ON OF NS ECT UE NG
OR INSPECTION AGENCY MEETING THE REQUIREMENTS OF THIS
SECTION SHALL BE ACCEPTED.
R602. 1. 1 END -JOINTED LUMBER. APPROVED END -JOINTED
LUMBER IDENTIFIED BY A GRADE MARK CONFORMING TO
SECTION
R602. 1 MAY BE USED INTERCHANGEABLY WITH SOLID -SAWN
MEMBERS OF THE SAME SPECIES AND GRADE. END -JOINTED
LUMBER USED IN AN ASSEMBLY REQUIRED ELSEWHERE IN THIS
CODE TO HAVE A FIRE -RESISTANCE RATING SHALL HAVE THE
DESIGNATION " HEAT RESISTANT ADHESIVE" OR "HRA"
INCLUDED IN ITS GRADE MARK.
R602. 1.2 STRUCTURAL GLUED LAMINATED TIMBERS. GLUED
LAMINATED TIMBERS SHALL BE MANUFACTURED AND IDEN71FIED
AS REQUIRED IN ANSI/AITC A190. 1 AND ASTM D 3737.
R602.1.3 STRUCTURAL LOG MEMBERS. STRESS GRADING OF
STRUCTURAL LOG MEMBERS OF NONRECTANGULAR SHAPE, AS
TYPICALLY USED IN LOG BUILDINGS, SHALL BE IN
ACCORDANCE WITH ASTM D 3957. SUCH STRUCTURAL LOG
MEMBERS SHALL BE IDENTIFIED BY THE GRADE MARK OF AN
APPROVED LUMBER GRADING OR INSPECTION AGENCY. IN L IEU
OF A GRADE MARK ON THE MATERIAL, A CERTIFICATE OF
INSPECTION AS TO SPECIES AND GRADE, ISSUED BY A
LUMBER -GRADING OR INSPECTION AGENCY MEETING THE
REQUIREMENTS OF THIS SECTION, SHALL BE PERMITTED TO BE
ACCEPTED.
R602. 11, 4 STRUCTURALCCOMPOSITEPLUMBER. USTRUCTURAL
CAPAC TIES FOR STRU TURAL COM OSITE L MBER SHALL BE
ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D
5456.
R602.2 GENERAL REQUIREMENTS.
R602.2.1 [ IRC 602.8] FIREBLOCKING REQUIRED.
FIREBLOCKING SHALL BE PROVIDED IN ACCORDANCE WITH
SECTION R302.11.
R602.2.2 [IRC 602.7.3] NONBEARING WALLS. LOAD -BEARING
HEADERS ARE NOT REQUIRED IN INTERIOR OR EXTERIOR
NONBEARING WALLS. A SINGLE FLAT 2-INCH BY 4-INCH( 51
MM BY 102 MM) MEMBER MAY BE USED AS A HEADER IN
INTERIOR OR EXTERIOR NONBEARING WALLS FOR OPENINGS UP
T08 FEET (2438 MM) IN WIDTHIF THE VERTICAL DISTANCE
TO THE PARALLEL NAILING SURFACE ABOVE IS NOT MORE THAN
24 INCHES (610 MM). FOR SUCH NONBEARING HEADERS, NO
CRIPPLES OR BLOCKING ARE REQUIRED ABOVE THE HEADER.
R602. 2. 2. 1[ IRC 602. 5] INTERIOR NONBEARING WALLS.
INTERIOR NONBEARING WALLS SHALL BE PERMITTED TO BE
CONSTRUCTED WITH 2-INCH BY 3-INCH (51 MM BY 76 MM)
STUDS SPACED 24 INCHES (610 MM) ON CENTER OR, WHEN NOT
(51 MM BY
PART OF A BRACED WALL LINE, 2-INCH BY 4-INCH
102 MM) FLAT STUDS SPACED AT 16 INCHES (405 MM) ON
CENTER. INTERIOR NONBEARING WALLS SHALL BE CAPPED WITH
AT LEAST A SINGLE TOP PLATE. INTERIOR NONBEARING WALLS
SHALL BE FIREBLOCKED IN ACCORDANCE WITH SECTION
R302. 11.
R602. 2. 3 [IRC 602.61 DRILLING AND NOTCHING -STUDS.
DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE
WITH THE FOLLOWING:
1. NOTCHING. ANY STUD IN AN EXTERIOR WALL OR BEARING
PARTITION MAY BE CUT OR NOTCHED TO A DEPTH NOT
EXCEEDING 25 PERCENT OF ITS WIDTH. STUDS IN NONBEARING
PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40
PERCENT OF A SINGLE STUD WIDTH.
2. DRILLING. ANY STUD MAY BE BORED OR DRILLED,
PROVIDED THAT THE DIAMETER OF THE RESULTING HOLE IS NO
MORE THAN 60 PERCENT OF THE STUD WIDTH, THE EDGE OF
THE HOLE IS NO MORE THAN 5/8 INCH( 16 MM) TO THEEDGE
OF THE STUD, AND THE HOLE IS NOT LOCATED IN THE SAME
SECTION AS A CUT OR NOTCH. STUDS LOCATED IN EXTERIOR
WALLS OR BEARING PARTITIONS DRILLED OVER 40 PERCENT
AND UP TO 60 PERCENT SHALL ALSO BE DOUBLED WITH NO
MORE THAN TWO SUCCESS IVE DOUBLED STUDS BORED. SEE
FIGURES R602.2.3(l) AND R602.2.3(2) [IRC FIGURES
R602.6(l) AND R602,6(2)].
EXCEPTION: USE OF APPROVED STUD SHOES IS PERMITTED
WHEN THEY ARE INSTALLED IN ACCORDANCE WITH THE
MANUFACTURER.S
RECOMMENDATIONS,
R602.2.3.1 [IRC 602.6.1] DRILLING AND NOTCHING OF TOP
PLATE. WHEN PIPING OR DUCTWORK 15 PLACED IN OR PARTLY
IN AN EXTERIOR WALL OR INTERIOR LOAD -BEAR ING WALL,
NECESSITATING CUTTING, DRILLING OR NOTCHING OF THE TOP
PLATE BY MORE THAN 50 PERCENT OF ITS WIDTH, A
GALVANIZED METAL TIE NOT LESS THAN 0. 54 INCH TH CK
(1.37 MM) ( 16GA) AND 11/2 INCHES( 38 MM) WIDE SHALL
BE FASTENED ACROSS AND TO THE PLATE AT EACH SIDE OF
THE OPENING WITH NOT LESS THAN EIGHT IOD (0.148 INCH
DIAMETER) HAVING A MINIMUM LENGTH OF 1112 INCHES( 38
MM) AT EACH SIDE OR EQUIVALENT. THE METAL TIE MUST
EXTEND A MINIMUM OF 6 INCHES PAST THE OPENING. SEE
FIGURE R602. 2. 3, 1[ IRCF IGURE R602. 6. 1].
EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE
NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL
SHEATHING.
ENGINEEfR'S NOTE&
(I.) ALL WORK TO BE DONE ACCORDING TO 5th Edition (2014) FE5G- (Floricla Building Code)
(2.) ASSUMED 501L BEARING CAPACITY TO BE 2000 P6F. 501L CAPACITY TO BE
VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. INFORM ENGINEER OF
VARIATIONS. FOOTINGS TO BE EXCAVATED TO CLEAN SOIL, FREE OF VEGETATION
AND DELETERIOUS MATTER. CONCRETE SHALL BE PLACED ON AN UNDISTURBED
BASE.
(3.) IT 19 THE CONTRACTOR'S SOLE RESPONS151LITY TO DETERMINE ERECTION
PROCEDURE AND 5E0UENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS
COMPONENT PARTS DURING ERECTION. TW15 INCLUDES, BUT 15 NOT LIMITED TO, THE
ADDITION OF WHATEVER TEMPORARY BRACING, GUYS, OR TIE DOWNS TWAT 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 ELEVATION$ SHOWN ON THE STRUCTURAL DRAWINGS
SHALL BE VERIFIED AND SHALL CONFORM TO THE ARCHITECTURAL DRAWINGS.
(5.) CONCRETE
MINIMUM COMPRESSIVE CONCRETE STRENGTH TO BE 3000 PSI IN 26 DAYS. ALL
CONCRETE SHALL BE READY MIXED" AND IN ACCORDANCE WITH A.S.T.M.
SPECIFICATION C-S4. ALL CONCRETE MODULAR UNITS SWALL HAVE A
COMPRESSIVE STRENGTH Or- ]SOO PSI WITH TYPE M OR 8 MORTAR, 2000 PSI,
((od SLAB ON FILL
INTERIOR CONCRETE 5LA55 POURED ON FILL TO BE POURED OVER WATERPROOF
MEMBRANES. ALL SLABS TO BE REINFORCED WITH &X(b 10/10 WELDED WIRE MESH.
(1) LUMBER
1. STORE LUMBER OFF GROUND. KEEP WELL VENTILATED AND COVERED,
2. CURRENT EDITION, ASSOCIATION GRADING RULES, GOVERN.
3. ALL LUMBER SHALL BEAR GRADE MARK OF AN ASIC BOARD OF REVIEW
AGENCY.
4. ANY SPECIES ALLOWED UNLESS OTHERWISE NOTED,
5. SIZES ARE NOMINAL. ACTUAL SIZES SHALL CONFORM TO AMERICAN
LUMBER STANDARD PS 20-10,
Co. MOISTURE CONTENT OF LUMBER 2" OR LESS IN THICKNESS SHALL BE 19
OR LESS AT THE TIME OF INSTALLATION.
(8.) TERMITE TREATING
SOIL BELOW STRUCTURE TO BE TERMITE TREATED TO A DISTANCE OF 5'-0"
41
F 71 BEYOND THE PERIMETER LINES OF THE BUILDING.
NEW GARAGE: F207 5F
NEW SCREEN PORCH: 45& 6F
TOTAL NEW: C305 &F
DOOR SIZE FEET (H(ST. (o'-8"
4EUNLESS NOTED OTHERWISE)
DOOR 51ZE INCHES
P
PRE -HUNG (PH) or WRAP (W)
or POCKET (PKT)
WINDOW SIZE
D
PLATE PGT. 0 10'-0" A.F.F.
BEARING WALL
ALL CMU WALLS CONSIDERED SHEAR WALL
(S.) ALL STEEL SHALL BE 40 KS1 WITH A MINIMUM CLEAR COVER OF 311 AGAINST
SOIL, AND SHALL PAVE A MINIMUM LAP OF 40 TIMES THE DIAMETER OF THE
REBAR,
(10.) 2"XI2" HEADERS SHALL BE 2-2"XI2" LAMINATED W1 1/2" PLYWOOD GLUED W/
CONSTRUCTION ADHESIVE AND NAILED W1 5-*160 COMMONS Iro" O.C. TO MEET
LOADS AS INDICATED.
(11.) ALL FASTENERS SHALL COMPLY WITH THE DE51GN LOADS,
(12.) CONTRACTOR SHALL HAVE MANUFACTURERS SPECIFICATIONS (CUT SHEETS)
ON SITE AT THE TIME OF INSPECTION, FOR REVIEW BY THE 5UILDIW_z INSPECTOR,
TO MEET LOADS AS INDICATED.
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W.W. MESH REINFORCING REQUIRED
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OR SYNTHETIC, FIBER
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WALL / EXISTING
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SECIfON R316
PROTECTION A5AINST TERMITE15
R3161 Termite Protection Termite protection shell be provided by recilatered Lormitialcles, Including boll applied
Pesticides, baltims "toms, And pesticides applied to wood, or i;thiir approved methods or termite protection
I,ba use do a preventative treatment to now Construction. See Section 202, REGISTERED TERMITICIDE.
up;1od For
completion of the application of the termite protective treatment, a C4WtlflCdt* Of Compliance shall
issued to the building department lv� the licensed post Control compariv thak contains the Following statement.
. The building has received a complete treatment for the prevention or ouloterrOmodn Lormitoo. Treatment is in
accordance with rules and law* established bV the Florida Department or Agriculture and consumer Services.,
R316.1.1 IF boll treatment is used for subterranean termite prevention, the initial chemical soil treatment Imoldo the
roumd&, Ion perimeter "I I bo done After all excavation, backrilling And Compaction is complarle.
R31a.12 it boll treatment is used For subterranean termite prevention, $all area disturbed after initial Chemical boll
treatment "[I be retreated with a chemical soil treatment, ir4ludirg spaces boxed or formed.
R318.13 if boll treatment to used for subterranean termite prevention, space in concrete floor& boxed out or
Formed for the subsequent installation or plumbing trap*, drain& or JN other purpose shall be created b%j using
plastic or metal pormanontIg placed rom6 or sufficient depth to eliminate amg planned 6011 disturbance After
Initial chemical boll treatment.
'1318.1.4 ir soil treatment is used for subterranean termite Prevention. QIIPMICSII� treated 9011 $Nil be otected With
. Minimum 6 mil vapor retarder to protect Against rainfall dilution. IF rainfall occurs before vapor retarder
pi's Cement, retreatimaint to required. AmV work. ImcIUdI7 placoment of reinforcing &tool, one after chemical
treatment until the Concrete Floor is poured, shall 1. dome In such marmor as, to avoid penetrating or disturbing
treated soil.
R318.15 If Soil Lreatmaill. 16 used for subterranean termite prevention, comarate overpour of mortar Accumulated
a" the exterior foundation perimeter "it be removed prior to exterior Chemical boil treatment to orharoo
vertical penetration or the chemicals.
R31816 It soil treatment 10 used For subterranean termite prevention, chemical 8,011 troatmento shall also be
applied under a , exterior concrete or grade within I loot (3015 mm) of Uis primar� structure sidowalls. Also, a
vertical Chemical barrier shall be applied promptl� after construction is completed, including initial landscaping
and irrigatiom/sprinkler W16tallAtion. AN boll disturbed after the Chemical vertical barrier I* applied shall loo
promptIV retreated.
R3181-1 ir a registered tormiticide formulated And registered as a bait &V&tmn is used For subterranean tor-mito
prevention, $octlom R31811 through Section R3115.1/6 do not applUt however, a Gienod contract assuring the
installation, maintenance and monitoring of the 12alting oVotem that 16 In compliance with the requirements or
Chapter 467, Florida Statute$, shall be provided to the building official prior to the pouring of the slab, and
the &V&Lem must 06 "tailed prior to final building Approval. If the baltlncA system directions for use rocluire a
monitoring phase prior to installation or the pesticide active ingredient, thw installation of the monitoring phase
components shall be doomed to comtituto installation of the s9stem.
R316.1A IF a registered tormiticide Formulated and registered as a wood treatment is used for 6ubterrarwan
termite proventioit Sections R316.1.1 through R318.1.6 do not appIN, Application or the wood treatment tormiticido
shall be as required bg labol direction* for use, and must " completed prior to final building approval.
R318.2 Penetration. Protective 6100VO6 af*Umd Piping Penetrating comarete 61ab-on-sraclo floors shall not be
or coiluicow-oritalming materials. If soil treatment is used For subterranean termite protection, the *leave shall
have a maximum wall thickness of 0010 Inch (025 mm), and be *"lod within the slailp Using d noncorrosive
clamping device to eliminate the Annular Space between the pipe and " Meave No tormItIcIdee &hall be
applwd inside " sleeve.
R316.3 Clefirli, Calls and cavities In maoomrV units And air Qap& "twoom kDrick, *ton* or maeomrV veneers and the
structure Wal%e cleared of all momproservative- treated or nornaturaliV durable wood, or other
coiluiose-oonLaining material prior to concrete placement,
ExceptloOl Inorganic material manufactured For closing Calls in Foundation concrete Mason umit construction or
clean earth fill placed in ccocrate masomrs Unit voids below slab, level before termite treatment Is porrormed.
THE FOUNDATION HAS BEEN DE51GNED FOR A
MINIMUM LOAD-15EARING PRESSURE OF 2000
POUNDS PER SQUARE FOOT
R318A Concrete Ic-siaring K stone or other veneer shall loo "ported lb� a concrete lo"ring ledge
Ite o of the brick, stone Or other vaimaer which 16 poured IntograIN w" the
at toast equal to the tOt.
Concrete foundation No Supplemental concrete foundation POWs which will create 8 hl cold joint shall be
used without supplemental treatment in the foundation write*$ there Is an approved PN*Icdl barrier. An
approved phiiiisical barrier "d also be installed from below the wall $ill plate or First block course horizontallS
to embed in a mortar joint. IF maumLj veneer extends "low grade, a termite protective treatment must 6o
applied to the cavitV created between the veneer and the rot.Adatiom, in lieu of a pftj&lcal barrier,
Exr=z Vonsior supported bW a structural member secured to the Foundation sidowall in ac4cordence with ACI
53 5/TMS 402, provided At inset a & inch (152 mm) clear Inspection space of this foundation oiclowall
exterior exists between Lime veneer and the top or am� boil, God, mulch or other organic landscaping Component,
Clock. apron, parc*% walk or sN other work ImModiatolV adjacent to or adjoining the structure.
R318.5 Protection against doca� and termite*. Condensate lines, irrigation/sprimkilor "tom risers For opraq head&,
arid roor downspout* "it discharge at least I root (300 mm) awa-S from the structure oldowall, whether I:N
underground piping, tell extension& or splash blocks. Gutters with downspoute are required on all buildings with
oave6 or less them 6 Indnes (152 "m) horlZomLel Projection 6xC4Ipt for gable end rakiss, or om a roor Above
ancti'vir roor.
R318b Preparation of building site arid regnoval of debris.
R318AP.1 All building site* shall low graded to provide drainage unclam, all portion$ or the building not occupied
ios basements,
R318j&2 the foundation and the area encompassed within I foot (305 mm) therein shall have all vegetation,
SLUMP$, doled roots, cardboard, trash and foreign material removed and the fill material shall be Free of
vegetation and Foreign material, Thu fill WWII be Compacted to Assure Adequate support or the Foundation.
R3ISb3 After all work is, completed, loose wood and ck*rl6 "ll 100 COMPI&t0l� r0ffovad from Under the
building and within I root (30,5 mm) thereof. All wood Forms and supports shafl be completeIV removed. This
include&, but, Is not limited to� wooden grade stakes, Forms, contraction spacers, tub trap boxes, plumbing
supports, bracing, shoring, Forms or other cellulate-contalming material placed in a ~a such
materials are riot cloarl� visible and readlli� removable prior to completion or the=001 shall not Lne
stored in Contact with the ground Under ON building.
R318.1 Inspection For LOMMItalS, In order to provide for Inspection For tormito Infestation, Clearance betwoom
exterior will covering* Arid final earth grade on the exterior or a building shall mot loo lose them a, Inchoo
752 mn).
IEXC41ptiOmb;
1. palrit or decorative comertitioue, rimish logo them 5/8 inch (11.1 mm� thick Adhered directIS to the maoonr�
foundation sidewall.
2. Access or vehicle ramp& which rise to the Interior finish floor elevation For the width or such ramp*
oml�.
3. A 4-Inch (102 mm) Inspection space Above patio arid garage SlAbo and entr� Areas.
4. IF the patio has boom soil treated For termites, the Finish elevation mag match the building Interior finish
floor elevations on Mason Construction oml�.
5'. Matonirs veneers Constructed in Accordance with Soction R.310.4.
R318,8 Foam plastic protection In areas where the prolaablllL� Of to -mite Infestation ]a , ver,�Wmav�. as
indicated in Figure R3012(6). extruded and expanded po�mVrome, polyoocVamurftilk and at foam plastics
small riot bis installed on the exterior face or under Interior Or exterior roundatIOM Wells or slab rouncidtionis
located below grade. The clearemca between foam plastics Installed above grade and exposed earth "I] be
at least 6 Inchime (152 MM).
ExcelptlomM
1. Buildings where the structural membor6 or wells, Floor&, Collings and roofs are emtlrel� or noncombustible
materials or pressure -preserve Live - treated wood.
2. ow in addition to the requirements of Section R316.1. an approved method ar protecting " foam
plastic and structure from subterranean termite damage is used-
3. Om the Interior side of baberieft wall*.
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ALL CMU WALLS CONSIDERED $HEAR WALL
CELL POURED SOLID wl (I.A5
FROM FTG. TO BOND BEAM
CONTROL JOINT (SAW CUT)
10000.
11�7
FIN15HED FLOOR ELEVATION
(ASSUMED DATUM)
0
TIE MAX 5OLT5 6 ro'-O" O.C. 4
12" FROM ANY CORNER
F==1
WINDOW OR DOOR OPENING
LOCATIONS
P L A N
ALL ELECTRICAL SWITCHES,
OUTLETS, ETC. TO 5E MOUNTED
A50VE THE 5,45E FLOOD
ELEVATION. (SEE SITE PLAN
FOR BASE ELEVATION)
SECTION 1907
MINIMUM SLAB PROVISIONS
1907.1 General. The thickness of concrete floor slobs supported directly on the ground shall not be less
than 31/2 inches ( 89 mm). A 6-mi I ( 0. 006 i rich; 0. 15 mm) po I yethyl ene vapor re Larder wi th j oi nts I opped 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 corports 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 enctosed at a later date.
5. Where approved based or) local site conditions.
ELECTRICAL NOTES
ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO ALL APPLICABLE CODES 5UC44 AS THE NATIONAL
ELECTRICAL CODE 2008, LOCAL ORDINANCES AND POWER COMPANY REGULATIONS.
SUBCONTRACTOR SHALL BE LICENSED, CARRY ALL APPLICA5LE.IN5URANCE, AND HAVE A CURRENT COUNTY
OCCUPATIONAL LICENSE.
SUIBCONTRACTORSSHALL INCLUDE ALL SPECIAL FEES AND PERMITS,, LABOR AND MATERIAL, EQUIPMENT AND
ELECTRICAL ENGINEERING NECE56ARY TO PROVIDE AN APPROVED WORKING SYSTEM. LIGHT FIXTURES
EXCLUDED EXCEPT FOR FLUORESCENT FIXTURES AND RECESSED LIGHTS.
CONCRETE-ENCA51ED 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, CON151STING OF AT LEAST 20 FT. OF ONE OR MORE BARE OR ZINC GALVANIZED OR OTHER ELECTRICITY
CONDUCTIVE COATED STEEL REINFORCING BARS OR ROD$ OF NOT LESS THAN 1/2 INCH DIAMETER, OR CONSISTING
OF AT LEAST 20 FEET OF BARE COPPER CONDUCTOR NOT SMALLER THAN 4 AW3. REINFORCING SAS* SHALL BE
PERMITTED TO BE BONDED TOGETHER BY THE USUAL STEEL TIE WIRES OR OTHER EFFECTIVE MEANS."
210J2 ARC -FAULT CIRCUIT-INTERRUP7EIR PROTECTION.
(A) DEFINITION: ARC -FAULT CIRCUIT INTERRUPTER (AFCI).,4 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 LLI�41EN AN ARC FAULT 15 DETECTED.
(e) DWELLING UNITS. ALL 120-VOLT, SINGLE PHASE, 15- AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS
INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINIWG ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS,
BEDROOMS, 6UNROOM6, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE
PROTECTED 15Y A LISTED ARC -FAULT CIRCUIT INTERRUPTER COMBINATION- TYPE, INSTALLED TO PROVIDE
PROTECTION OF THE BRANCH CIRCUIT.
CAR50N MONOXIDE ALARMS
R315.1 CAR50N MONOXIDE PROTECTION. EVERY SEPARATE BUILDING OR AN ADDITION TO AN EXISTING BUILDING FOR
WHICH A PERMIT FOR NEW CONSTRUCTION 15 ISSUED AND HAVING A F0561L -FILIEL -BURNING HEATER OR APPLIANCE, A
FIREPLACE, AN ATTACHED GARAGE, OR OTHER FEATURE, FIXTURE, OR ELEMENT THAT EMITS CARSON MONOXIDE AS
A BYPRODUCT OF COMBUSTION SHALL WAVE AN OPERATIONAL CARBON moNoxioE ALARM INSTALLED WITHIN 10
FEET (3048 mm) OF EACH ROOM USED FOR SLEEPING PURPOSES.
EXCEPTION: THIS SECTION $WALL NOT APPLY 70 EXISTING BUILDINGS THAT ARE UNDERGOING ALTERATIONS OR
REPAIR UNLE55 THE ALTERATION 16 AN ADDITION AS DEFINED IN SECTION R31r;113.
R315.1.1 CARSON MONOXIDE ALARM. THE REQUIREMENTS OF SECTION R315.1 SHALL BE SATISFIED BY PROVIDING FOR
ONE OF THE FOLLOWING ALARM INSTALLATIONS:
(1) A WARD -WIRED CARBON MONOXIDE ALARM.
(2) A 15ATTERY-POWERED CARBON MONOXIDE ALARM.
(3) AHARD-WIRED COM51NATION CAR50N MONOXIDE AND SMOKE ALARM.
(4) A 5ATTERY-POWERED COMBINATION CARBON MONOXIDE AND SMOKE ALARM.
R315.1.2 COMBINATION ALARMS. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED
BY A NATIONALLY RECOGNIZED TE671NG LABORATORY.
R315.1.3 ADDITION SHALL MEAN: AN EXTENSION OR INCREASE IN FLOOR AREA, NUMBER OF STORIES OR HEIGHT OF A
BUILDING OR STRUCTURE
INTERIOR ELECTRICAL OUTLET LOCATIONS
PADDLE FAN SWITCH
(LOCATE OVER FAN
LIGHT SWITCH)
LIGHT SWITCH
DUPLEX OUTLET AT
KITCHEN COUNTER, REFRIG.,
WASHER AND GARAGE OUTLETS
DUPLEX OUTLET AT
0 VANITY COUNTER
STANDARD
DUPLEX OUTLET
ELECTRICAL SYMBOLS LEGEND
CEILING LIGHT
200 AMP.PANEL
MV
TELEVISION PRE -WIRE
RECESSED CAN LIGHT
%r - - - - - - --
ilt - - - - - --
SHOP FLUORESCENT
LIGHT
TELEPHONE PRE -WIRE
IIOV DUPLEX RECEPTACLE
- - - - - - -
SMOKE ALARM
220V OUTLET
2'X 4' FLUORESCENT
LIGHT
CARSON MONOXIDE
DETECTOR
d110V
G.F.I. OUTLET
TRACK LIGHTING
JUNCTION 50><
0
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PUSH BUTTON
DUPLEX
UUUUVUUUUU
BEAUTY BAR LIGHT
CHIMES, ETC.)
OUTLET (HWH, AH, ETC.)
FLOOD LIGHT
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SINGLE POLE SWITCH
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DOOR 5ELL CHIME
BRACE 4
THREE WAY LIGHT SWITCH
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PRE -WIRE
FORFAN
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GARAGE DOOR OPENER
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EXHAUST FAN
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WALL CONSTRUCTION
FLORIDA BUILDING CODE - RESIDENTIAL, 5Lh EDITION (2014) 6. 145
SECTION R612
EXTERIOR,W[NDOWS AND DOORS
R612.1 G nerol. This section prescribes performance and construction requirements for exterior windows and doors installed in
wo I Is, W , ndows a nd doors shall be installed in accordance with the fenestration manufacturer, s written installation instructions.
Window and door openings shall be flashed in accordance with Section R703.8, Written in5talictioninsLrucLions sholl be provided by
the fenestration manufacturer.
R612.2 Perfor monce. Exterior windows and doors shall be designed to resist the design wind loods specified in Table R301.2(2)
adjusted for height and exposure in accordance with Table R301.2(3). For testing required in Sections R612.3 and R612.5, design
pressures determined from Table R301.2(2) or ASCE 7 are permitted to be multiplied by 0.6.
R612.2. I Custom doors. Custom (one-of-o-kind) exterior door assemblies shall be tested by on approved testing laboratory or be
engineer e d in a c cordance with accepted engineering practices.
R612.3 Testing and labeling. Exterior windows and sliding doors sholl be tested by an approved Independent laboratory, and bear a
label identifying manufacturer, performance characteristics and approved inspection agency to indicate compliance
with AAMA/WDMA/CSA 101/l.S.2/A440. Exterior side -hinged doors shall be tested and labeled as conforming to AAMA/WDMA/CSA
101/l.S.2/A440 or comply with Section R612.5. Exterior windows and doors sholl be labeled with a permanent lobe], 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
positive label applied by the manufacturer: information identifying the manufacturer, the product model/ series number,
and negative design pressure rating,product maxirnum size, glazing thickness, impact-resisLance rating if applicable,
Florida Product Approval number or Miami-Dode Product Approval number, applicable test standard(s), and approved product
certification agency, testing
1 abor a tar y, evo I uo t I or) en t i ty or Mi omi -Dade Produc t Appr ovo I .
The
. lobelsdare limited to one design pressure rating per reference standard, The temporary supplemental label shall remain on the
window.or oor until final approval by the building official.
Exceptions:
1. Door tassemb I i es i ns to I I ed I n nonhab I tab I e areas wher e the door assembly and area are designed Loaccept water infiltration need
not be ested for woterinfiltration.
2. Door assemblies installed where the overhang (OH)rotio is equal to or more than 1 need not be tested forwater inf! I Lrotion, The
overhang ratio shall be calculatedby the following equotlon:OH ratio = OH LengLh/OH HeightWhere:OH length = The horizontal measure
of how for onoverhong over a door projects out from the door surface. OH height = The ver ticol measure of the distance from the
d 0 11
a r si to the bottom of the overhang over a door.
3. Poss-through windows for serving from a singlefami ly kitchen, where protected by a roof overhang of 5 feet ( 1. 5 m) or more
sholl be exempted from the requirements of the water infiltration Lost.
4. Decorative glazed openings. Glass Strength: Products tested and Labeled as conforming to ANSI/AAMA/NWWDA 101/1.S.2 or ANSI/
AAMA/WDMA/101/1. S. 2/NAFS or AAMA/WDMA/ CSA 101/1 S. 2/A440 or TAS 202 shol I not be subject to the requirements of the Flor ido
accordance ith
Building Code, Building. Determination of load resistance of glass for specific loods of products not tested and certified in
R612.3.1 Comparative analysis. Structural wind load design pressures
Section R612.3 sholl be designed to comply with ASTM E 13DO.
for window and door units other than the size tested in accordance with Section R612.3 shall be permitted to be different than the
design value of the tested unit provided such different pressures are determined by accepted engineer ing analysis or vat idated by
an additional
test of the window or door unit to the different design pressure in accordance with Section R612.3. All components of the
alternative size unit sholl be the some as those of the tested or labeled unit.
Exceptions:
1. Operable windows and doors rated in this manner shall comply with the following:
a. The frame yorec of the alternate size unit sholl not exceed the frame area of the tested approved unit.
b. Shol I vor from the tested approved unit only in width, height or load requirements.
c. Shol I not exceed 100 percent of the proportional deflection for fiber stress of the intermediate members of the approved un! t.
d. Shol I not exceed 100 percent of the concentrated load at the juncture of the intermediate members and the frame of the approved
uni t.
e. Sholt not exceed the air and water infiltration resistance of the tested approved unit.
f. Sho not exceed the maximum cyclic pressure of the tested approved unit when tested per TAS 201 and TAS 203 or ASTM E 1886 and
ASTM E 1996 where applicable,
2. Nonoperoble windows and doors rated in this monner shall comply with the following:
o. The frame area of the a I ternate s i ze un i t sho I I not exceed the frame area of the Les ted approved un i I.
b. Shall vary from the tested approved unit only in width, height or load requirements.
C. The maximum uniform load distribution (ULD) of any side shall be equal to the uniform load carried by the side divided by the
length of the side.
d. The ULD of any member shall not exceed the ULD of the corresponding member of the tested approved unit.
e. The ULD of each member sholl be calculated in accordance with standard engineering analysis.
f. Shol I not e ceed the air and water infiltration resistance of the tested approved unit.
9. Sho 11 not e:ceed the maximum cyclic pressure of the tested approved unit when tested per TAS 201 and TAS 203 or ASTM E 1886 and
ASTM E 1996 where applicable
R612.4 Garage doors. Garage doors shall be tested for determination of structural performance under uniform static air pressure
difference in accordance with ANSI/DASMA 108, ASTM E 330 Procedure A, or TAS 202. For garage doors tested in accordance with ASTM
E 330, acceptance criteria shall be in accordance with ANS[/DASMA 108. (HVHZ shall comply with TAS 202.) Design pressures shall be
determined
from Table R301.2(4) or ASCE 7. The design pressures, as determined from ASCE 7, ore permitted to be multiplied by 0.6.
R612. 4. 1 Garage door labeling, Garage doors shall be labeled with a permanent label provided by the gorage door manufacturer. The
label shall identify the garage door 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 Miomi-Dode Product Approval number if applicoble,ond the applicable test standards. The required garage door components for an
approved garage door assembly may be indicated using a checkI ist form on the label. If a checkl i3t format is used on the label,
the door installer or the garage door 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.
R612.5 Other exterior window and door assemblies. Exterior windows and door assemblies not included within the scope of Section
R612. 3 or Section RB12. 4 shall be tested in accordance with ASTM E 330. Gloss in assemblies covered by this exception shall comply
with Section R308 , 5
R612. 6 Wind-borne debris protection, Protection of exterior windows and glass doors in buildings Located in windborne debris
regions shall be in accordance with Section R301.2,1.2.
R612.6.1 Fenestration testing and labeling. Reserved.
R612,7 Anchorage methods. The methods cited in this section apply only to anchorage of window and glass door osseribLies to the
main force -resisting system.
R612. 7. 1 Anchoring requirements. Window and gloss door as5efrbLies shall be anchored in accordance with the published
manufacturer- s recommendot ions to achieve the design pressure specified, Substitute anchoring systems used for substrates not
specified by the fenestration manufacturer shall provide equal or greater anchoring performance as demonstrated by accepted
engineering practice.
R612. 7. 2 Anchorage details. Products shall be anchored in accordance with the minimum requirements il lusLroted in Figures
R6 1 2. 7. 2( 1). R612, 7. 2(2), R612. 7. 2(3), R612. 7. 2(4), R612. 7. 2(5), R612. 7. 2(6), R612, 7. 2(7) and R612. 7. 2(8).
R612.7.2.1 Masonry, concrete or other structural substrate. Where the wood shim or buck thickness Is less than 1112. inches (38 mm),
window and gloss door assemblies sholl be anchored through the jamb, or by jamb clip and anchors sholl be embedded directly into
the masonry, concrete or other substantial substrate material. Anchors shall adequately transfer load from the window or door
frame into the rough opening substrate (see Figures R612. 7. 2( 1) and R612. 7. 2(2)]. Where the wood shim or buck thickness is 1112
inches (38 mm) or more, the buck is securely fastened to the mosonry, concrete or other substantial substrate,and the buck extends
beyond the interior face of the window or door frame, window and glass door assembl ies shol I be anchored through the jamb, or by
jamb
clip, or through the flange to the secured wood buck, Anchors sholl be embedded into the secured wood buck to adequately transfer
load from the window or door frome assembly [Figures R612. 7. 2(3), R612. 7. 2(4) and R612. 7. 2(5)].
R612. 7. 2. 2 wood or other approved froming material. Where the framing material is wood or other approved froming material, window
and gloss door assemblies shot I be anchored through the frame, or by frame cl ip, or through the flonge. Anchors shall be embedded
into the frame construction to adequately transfer load [Figures R612. 7. 2(6), R612. 7. 2( 7) and R612. 7. 2(8)].
R612.8 Mullions. Mullions shall be tested by an approved testing laboratory in accordance with AAMA 450, or be engineered in
accordance with accepted engineering practice. Mullions tested as stand-alone units or qualified by engineering shall use
performance criteria cited in Sections R612.8.1,RB12.8.2 and R612.8.3. Mullions qualified by an actual test of an entire assembly
shall comply with Sections R6t2.8.1 and R612.8.3.
R612.8.1 Load transfer. Mullions sholl be designed to transfer the design pressure loads applied by the window and door assemblies
to the rough opening substrate.
R612, 8. 2 Deflection. Mullions shall be capable of resisting the design pressure loods applied by the window and door assemblies to
be supported without deflecting more than L/175, where L is the spon of the mullion in inches.
R512.8.3 Structural safety factor. Mullions sholl be capable of resisting a load of 1.5 Limes the design pressure loods applied by
window and door ossemb I ies to be suppor Led wi thou L exceeding the oppropr late mater io 1 s tr035 levels. If tested by on approved
the
lob 0 rotary, the 1. 5 t imes the des ign pressure load shol I be susto ined for 10 seconds, and the permanent deformation sho I I not
exceed 0.4 percent of the mullion spon after the 1,5 times design pressure load is removed.
be within the tolerances specified at Section R606.16 and,
R612.8.4 Masonry rough openings. Masonry rough opening dimensions sholl
in addition, shot[ provide for a window perimeter sealant joint a maximum of 1/4 inches (6.4 mm) in width.
R612.9 Door components. 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.
R612.9. I Optional exterior door component testing. With the exception of HVHZ, exterior 5ide-hinged door assemblies not covered by
Section R612.3 shall be permitted to have the option to have the components of the assembly tested and rated for structural
integrity in accordance with the following ANSI A250.13. Following the structural testing of exterior door components, there shall
be no permanent deformation of any perimeter frame or panel member in excess of 0. 4 percent of i Ls spon 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.
sealants and weatherstripping. Flashing
R612.10 Flashing.
and sealants for exterior windows and doors shall comply
F:
Frame Wall
AL
-UNIT r.>IMENSION
WIDTH
JAM5
W001:� LUINC�ow
WI XU 4 DOOR EASIMNG
2014 Florida 15ulldirta Code NOTE&
1. ALL EXTERIOR WNDOW8 AND GLA" DOORS SHALL
BE TIOTED IN A=01111110ANCE UATH ANSI/AlIPIA44LWA
101/182 STANDAIND AND BeAlt AN AMMA OR 110MA
LADEL WDICATWO, ll�FACTUIIWR& PERFORIIIANM AND
AMMOVED MQO=T Tl!6TM EWITY, N ACCOPIDANCE
UTW 2014 Plork:la bulk:ilng Code, 6ECtICN 1`10142.1.
2. ALL EXTERIOR DOORO AND Uft"Alb, 614ALL BE
ANC44OPWO IN AC4:AORDA4M UJITW MAMPACTURERS
6MCIFICATIOINIS, IN AC4ORDAWR UTW 2014 PLORIDA
MUILOWs C.006 IW.41
S. UNDOW6 AND 000ft FASTMED TO MJM STRI"
LE66 TWM 1 1/21 6HALL BE AW-WORED TWROLW4
THE JAM TO Ti-E OTFRZTURAL WNTRATE, IN
AC4011RDANCE WITH 2014 Florlds Ovildirg Code. 1101,4.42
4. WNDOW AND DOOR MLLION ASSEMBLIES $HALL 13E
DE6re*P AND TEOTED TO TRAMMIR 15 TM& THE
INPIC-ATEP DESIGAN LOAP6, TO THE STRIr-TI.NRAL SUMOTRATE
IN ACCORDA-r-E UTW, 2014 Florida BuIldMe Code
noi*bi A%v neiAAA,
ATTAC�4MENT OF
WINDOW TO FRAME
WALL TO 5E PER
MANUFACTURERS
RECOMMENDATION,
0 N.T.S.
A A i i --- 000;2
WALL WIDTH,
a"X,5"X 16" C.M.U.
BRICK MOULD
DOOR FRAME
311(o"x 2-1/2" TAFCON
FASTENERS INTO BLOCK
1(0 11 O.C.
3/4" FURRING NAILED
TO BLOCK 6 5" O.C. (2)
REQUIRED EACH LIFT
SL. GL. DOOR 000IRS
a"X.5"X 16" C.M.U.
3/16" x 1-3/4" TAPCON FASTENERS
INTO CONCRETE BLOCK
ADHESIVE 6EALENT BOTH SURFACES
PFRIOR TO ATTACHING BUCK TO CONC. BL<
1/2" DRYWALL
I" P.T,
8"x I" SELF THREADING PHILLIPS FLAT HEAD
CADMINUM PLATE SCREW$ 24" O.C. MAX.
WITHIN 4" OF CORNER
3/16"x 1-3/4" TARCON, FASTENERS,
INTO CONCRETE BLOCKS
CAULKING
MARBLE STOOL
1/2 " DRYLUALL ON Ix 3 P.T.
FURRING 110 16" O.C.
PRECAST SILL
5"X 8"X Iro" C.M.U.
WINDOWS
DOOR 4 UNDOW AgrorACHMeNT DETAIL.6
FILLED CELL (3) 1/2"x 8" "J" BOLT5 OR
W/ (1) 0 5 VERT. HILTI DN50 (OR EOUAL)
------ CONT, WOOD TRIM
SHINGLES PER SPECIFICATIONS (wl ro
FASTENERS PER SHINGLE) OVER
-) OR
ROOFING FELT ON 1/2" FLYWOOl_
065 W/H-CLIP5 ON PRE-ENGINEERED
WOOD TRUSSES 6 24"O.C. (FOR NAILING
SCHEDULE SEE SHEET 62C)
HURRICANE ANCHORS
(SEE ROOF PLAN
ALUM. DRIF EDGE
2X& 5UB FASCIA
MAY VARY
ALIAMPASCIA 4
(SEE ELEVATIONS;'
SOFFIT
INSULATION
UNLE55 OTHERW15E NOTED - ALL THERMAL INSULATION
SHALL BE AS FOLLOWS:
-3 -4.5
CONC BLOCK WALLS R BLOUN CELLULOSE OR R
ALUMINUM MULTI SWEETS FOIL OR
R-45 -3/4" RIDGID FOAM INSULATION
FRAMED WALLS R-11 FIBER)GLA55 BATT
INTERIOR CEILIWaS R-IS FIBERGLASS BATT OR BLOWN
CEILIW35 UNDER ATTIC R-30 FIBER63LA65 BATT OR BLOUN
TEXTURED STUCCO OVER CMU'S
OR
EXTERIOR SIDING OVER
I X 2 P.T. FURRING 6 Iro" C.C.
R-3 BLOWN CELLULOSE OR R-45 ALUMINUM MULTI 6
HEETJU
FOIL
*5 DWL
I y I U_
W/ 10, Z
6TD. HOOK
(L
W
q
(Y-
q
(1) 20'-0" 05 REBAR TIED TO
FTG. STEEL AND GRNr,>. ROD
(BY OTHER5)AT ELECTRICAL
BOX LOCATION
------- (2)#5 REBAR CONT.
(3" MIN. COVER)
GROUND ROD (BY OTHERS)
SEE ELEVATIONS
FOR ROOF $LOPE
1/2" CD OR 5/5"
DRYWALL ON CEILING
Z
TOP COURSE a"X 6"
X 16" CONC. "U" BLOCK 1-
14
FILLED W/CONC.
>
RE-INF. W/I *5 REBAR U1
CONT. -1
U1
W
W
AT EACH CORNER 4 1ID
Ch
SPACING SHOWN ON
FOUNDATION PLAN,
V
FOUR 4 FILL 5LK. CELL
>
VERTICALLY W11 *5
REBAR CONT. TIED TO
>_
TOP COURSE REBAR 4
TO STEEL IN FTG.
1/2" GYPSUM DRYWALL
OVER 3/4" P.T. FURRING
a X 6 X 16 CONCRETE
BLOCKS W1 HORIZONTAL
LADDER RE-INF. 0 I(b"
O.C. IN SHEAR PANELS
PANEL EDGE SUPPORT FOR NARROW WIDTH ROOF SHEATHING" PER TECHNICAL NOTE
OR2-15A Irb-24 "-DOUBLE FLY CLIF THE SIDE ADJACENT TO THE FULL WIDTH PANEL - NONE
REQUIRED AT RIDGE OR HIP. 12" TO 16" - LUMBER ONLY BLOCKING (2x4) FLAT W15E OR
ENDWISE ON THE SIDE ADJACENT TO THE FULL WIDTH PANEL NONE REQUIRED AT RIDGE
OR HIP, FOR PLYWOOD SHEATHING 12" OR LE66 LUMBER ONLY BLOCKING, (2x4) FLAT
WISE OR EDGEWISE ON 50TH PANEL EDGES.
:;)F COURSE
'X5"XIrb" CONC.
.0. BLOCK W/
'CURED CONIC. 4
#5 RE15AR CCNT.
RECAST GONC. LINTEL
POWERS STEEL LINTEL
#5 POURED SOLID
AM. WINDOW
RBLE SILL
ECAST CONC. SILL
4
1:
D BASE (1) 20'-0" #5 RE5AR TIED TO
FTG. STEEL AN[--) GRND. ROI-_)
(BY OTHERS) AT ELECTRICAL
11101
\_3000 FSI CONC.
- 6"x &"x 10/10 E.W.W. MESH REINFORCING REQUIRED
THROUGHOUT THE CONCRETE SLA5 OR F15ER MESH GRADE
PER SECTION IS11.2, 2010 FLORIDA 5UILDING CODE.
T`rPICAL UJA
CUR15 DETA I
&Xro-010 WLLIF OR
F15ER MESH 1.50/CU. YD.
HEADER BLOCK W/S41
NOTE; IF WALL HEIGTI4 EXCEEDS 2'
BRACE WALL UNTIL FLOOR 15 POURED
KN
ro MIL. VAP. BARRIER
;,7:
GROUND ROD (BY OTHERS)
SMCT I ON.
*54, W/CELL POURED SOLID
6 6-0" O.C. MAX.
#50 DOWEL
SPACING PER FOUNDATION PLAN
OPTIONAL (STEM WALL)
CONCRETE -ENCASED ELECTRODE. AN ELECTRODE ENCA5ED BY AT LEAST 2" OF CONCRETE,
LOCATED WITHIN AND NEAR THE E30TTOM OF THE CONCRETE FOUNDATION OR FOOTING THAT is IN
DIRECT CONTACT WITH THE EARTH, CON916TING OF AT LEAST 20 FT. OF ONE OR MORE BARE OR ZINC;
GALVANIZED OR OTHER ELECTRICITY CONDUCTIVE COATED STEEL REINFORCING 5AR6 OR RODS
OF NOT LESS THAN 112 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."
SEE SHEET $1 FOR HOLE) DOWN
HARDWARE (TOP 4 BOTTOM)
I LN.
X.
E====
2x P.T. UX")O1:;1 JAMB -f71i4=="
_�_
%
DOOR AND CONNECTION PER
GARAGE DOOR MANUFACTURER
0 11
G
(2)05 ROL) CONT.
(3" MIN. COVER)
[4"
r%
411
mpson 5tronl@-Tie AC(o or equal
Installed per manufacturer.
UPI!Ft at columns = 4410
ax'SX16? CONIC
HEADER BLOCK 7
SEE SHEET 51 FOR HOLD DOWN
LOAD SEARING
HARDWARE (TOP 4 BOTTOM)
FZ. ELEV.
_% = EX
E7
DROP SLA15
1/2" EXP. MATERIAL
W5_0�
RE5AR BENT 5ACK 4"
FF. GAR.
#5 REBAR CONT.
05 REBAR VERT. REINF.
BEYOND 0 MAX. &'-0" O.C.
6"xa"
CMU BOND BEAM w/1-05 RE5AR
SEE SWEET 61 FOR SIZES, RE5AR
SIZES 4 NUMBER REQUIRED
IN CONC. FILLED CELLS
CONTINUOUS, FILLED SOLID WITH
GROUT
'rim
p4NCHORA
(FRAME)
J�
FLOATING DROP SLA5
LOAD 15MARING
(Nor&)
411- 1
JL4
C300 STA�
1_400< 10
TYPIGAI
#5 RE5AR IN
VERTICAL
GROUT FILLED
CELL
5TEF DOWN TIE 5EAM IDETAIL
SEE ELEVATIONS
FOR ROOF SLOPE
SHINGLES PER SPEC IFICAT IONS
(Lu/ (o FASTENERS PER SHINGLE) OVER
ROOFING FELT ON 112" PLYWOOD OR
056 W/H-CLIPS ON PRE -ENGINE ERED
WOOD TRUSSES 13 24"O.C.
(FOR NAILING -SCHEDULE SEE SHEET 625)
HURRICANE ANCHORS
(SEE ROOF PLAN
ALUM. DRIP EI__)GE
2X& -SUB F,45CIA
(2) 2x 12's w/ 1/2',
PLYWD. BETWEEN
(SIZE MAY VARY
SEE ROOF PLAN)
impso Strone-Tis AC& or equ 1
150 n C _'8> or SCIU I BEAM 6 END
Install d per manufacturer,
e
U li olu 7 OF PORCH
Upli at Columns = 44-10
(ox (o WOOD P05T
OR COMP051TE P05T
30#
��Anchor Bol
Simpson 5tron!@ -
Installed per manufacturer,
Uplift at columns 4410
(D
0
0
0)
L_
FOR FOOTER SIZE AND (D
HARI:)WARE SEE DETAIL
0
4 FOUNDATION SHEETS L)
(01
0 it
oil a A-, T'rPICAL PORCH SECTI
L
m
NOTE: INFORMATION CONTAINED ON THIS 5HEEI
FRE15AFR DETAIL PROVIDED BY AND PERTAINING TO CAST-CRETE CORP.
ALTERNATE PRODUCTS OF EQUAL CAPACITY MAY BE
USED. ALTERNATE PRODUCT MUST BE ACCOMPANIED BY
ENGINEERING DATA TO SUPPORT SUCH PRODUCT.
*10 x 1"SM5
tv 12" O.C. T t B
CAULK
GUTTER J
1/4" DIA. X 4" LAG
0 12" O.G.
3" SANDWICH PANEL (TYPE
SET WASHERS
IN SEALANT
OPTIONAL
FLASHING
CAULK —
010 X 2" WD. SCREWS -
tv 12 " O.C.
SECURE FASCIA TO EA.
RAFTER w/012 X 3"
WD. SCREWS
EX. ROOF
4 - *8 X 3/4" SMS
e0 EA. PANEL
OPTIONAL 3" SANDWICH PANEL
"8 X 1/2" SMS THRU RISER
*8 x 1/2" SMS 3" ROOF PANS (TYP) '° 8 O.C.
o EA. PAN RISER SET WASHERS OPTIONAL
IN SEALANT FLASHING
i- CAULK 7I I CAULKS
*8 X 1/2" EX. ROOF
5M5 10 48"0
GUT7REr-V.[
10 X 1 1/2" WD. SCREWS
I/4"� X 4" LAG � 12" O.G.
m 12" O.C. SECURE FASCIA TO EA.
RAFTER w/*12 X 3"
WD. SCREWS RECV. E
w*10 X 3/4" SMS w/ *10 X 3/4" SMS
w/ l/16" DIA. X .016" WA6HER5 A w/ WASHERS
g fo" O.C.(2 PER 12" PANEL) OPTIONAL 311 FAN' m 6" O.G.
SHINGLES PER 5PECIFICATION5
(w/ (o FASTENERS PER SHINGLE) OVER
ROOFING FELT ON 1/2" PLYWOOD OR
OSB W/H-CLIPS ON PRE-ENGINEERED
WOOD TRUSSES m 24"O.C.
(FOR NAILING SCHEDULE SEE SHEET 52C
PI ATF l tl T
SEE ELEVATIONS
FOR ROOF SLOPE
SES
INTEL
U. ME5H REINFORCING REQUIRED
CONCRETE SLAB OR FIBER MESH
', 2004 FLORIDA BUILDING CODE.
v 1 II". Yr"l . Vt'1\�IER
It-, I I COL. DETAIL (CONCRETE LINTEL)
LJ
w
Ir-
N
li
An
R502.5 Allowable girder spans.
The allowable spans of girders fabricated of dimension lumber sholl not
exceed the values set forth in Tables R502.5(l) and R502.5(2).
TABLE R502.5(l)
GIRDER SPANSo 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
__d__
NJ
SPAN
Njd
SPAN
Njd
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
1 6-10
1
5-11
2
5-4
2
2-2x10
8-5
2
7-3
2
6-6
2
2-2xl2
9-9
2
8-5
2
7-6
2
3-2x8
8-4
1
7-5
1
1 6-8
1
3-2x10
10-6
1
9-1
2
8-2
2
3-2x12
12-2
2
10-7
2
9-5
2
4-2x8
9-2
1
8-4
1
7-8
2
4-2x10
11-8
1
10-6
1
9-5
2
4-2xl2
14-1
1
12-2
2
10-11
2
Roof, ceiling and one
center -bearing floor
2-2x4
3-1
1
2-9
1
2-5
1
2-2x6
4-6
1
4-0
1
3-7
2
2-2x8
5-9
2
5-0
2
4-6
2
2-2x10
7-0
2
6-2
2
5-6
2
2-2x12
8-1
2
7-1
2
6-5
2
3-2x8
7-2
1
6-3
2
5-8
2
3-2x10
8-9
2
7-8
2
6-11
2
3-2x12
10-2
2
8-11
2
8-0
2
4-2x8
8-1
1
7-3
1
6-7
2
4-2xlO
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 spon floor
2-2x4
2-8
1
2-3
1
2-0
1
2-2x6
3-11
2
3-3
2
2-11
2
2-2x 8
5-0
2
4-2
3
3-9
2
2-2x1O
6-1
2
5-1
3
4-7
3
2-2x12
7-1
3
5-10
3
5-3
3
3-2x8
6-3
2
5-2
2
4-8
2
3-2x10
7-7
2
6-4
2
5-8
2
3-2x12
8-10
2
7-4
3
6-7
2
4- x
7-2
1
6-0
2
5-5
2
4-2x10
8-9
2
7-4
2
6-7
2
4-2x 12
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
2-2x 8
4-9
2
4-2
2
3-9
2
2-2xl0
5-9
2
5-1
2
4-7
3
2-2x12
6-8
2
5-10
3
5-3
3
3-2x8
5-11
2
5-2
2
4-8
2
3-2x10
7-3
2
6-4
2
5-8
2
3-2x12
8-5
2
7-4
2
6-7
2
4-2x8
6-10
1
6-0
2
5-5
2
4-2x101
8-4
2
7-4
2
6-7
2
4-2x 12
9-8
2
8-6
2
7-8
1 2
Roof, ceiling and two
clear spon floor
2-2x4
2-1
1
1-8
1
1-6
2
2-2x 6
3-1
2
2-8
2
2-4
2
2-2x 8
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
1 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
3-2x 12
6-10
2
5-11
3
5-4
2
4-2x8
5-7
2
4-10
2
4 -4
E2
4-2xlO
6-10
2
5-11
2
5-3
2
14-2x121
7-11
2
6-10
2
6-2
3
TABLE R502,5(2)
GIRDER SPANSCIAND HEADER SPANSO FOR INTERIOR BEARING WALLS
(MAXIMUM SPANS FOR DOI, -LARCH, HEM -FIR, SOUTHERN PINE
,�LAS FIR
AND SPRUCE -PINE -FIR AND REQUIRED NUMBER OF JACK STUDS)
GIRDERS AND HEADERS
SUPPORTING
SIZE
Building widthc (feet)
20
28
36
SPAN
Njd
SPAN
Njd
SPAN
Njd
One floor only
2-2x4
3-1
1
2-8
1
2-5
1
2-2x6
4-6
1
3-11
1
3-6
1
2-2x8
5-9
1
5-0
2
4-5
2
2-2x10
7-0
2
6-1
2
5-5
2
2-2xl2
8-1
2
7-0
2
6-3
2
3-2x8
7-2
1
6-3
1
5-7
2
3-2x10
8-9
1
7-7
2
6-9
2
3-2x12
10-2
2
8-10
2
7-10
2
4-2x8
9-0
1
7-8
1
6-9
2
4-2xI0
10-1
1
8-9
1
7-10
2
4-2x12
11-9
1
10-2
2
9-1
2
Two floors
2-2x4
2-2
1
1-10
1
1-7
1
2-2x6
3-2
2
2-9
2
2-5
2
2-2x8
4-1
2
3-6
2
3-2
2
2-2xlO
4-11
2
4-3
2
3-10
3
2-2x12
5-9
2
5-0
3
4-5
3
3-2x8
5-1
2
4-5
2
3-11
2
3-2x10
6-2
2
5-4
2
4-10
2
3-2x12
7-2
2
6-3
2
5-7
3
4-2x8
4-2
2
5-3
2
4-8
2
4-2xlO
7-2
2
6-2
2
5-6
2
4-2x12
8-4
2
7-2
2
6-5
For Sl: 1 inch = 25.4 mm, 1 foot=304.8mm
a. Spans are given in feet and inches.
b. Tabulated values assume #2 grade lumber.
c. Building width is measured perpendicular to the ridge. For widths between
those shown, spans are permitted to be interpolated.
d. NJ - Number of jack studs required to support each end. Where the number of
required jack studs equals one, the header is permitted to be supported by an
approved framing anchor attached to the full -height wall stud and to the
header.
R502.2.15 Bearing. The ends of each joist, beomor girder shall hove not less than 1.5 inches (38 mm)
of bearing on wood or metal and not less than 3 inches (76 mm) on mosonry or concrete except where
supported on a 1-inch-by-4-inch (25.4 mm by 102 mm) ribbon strip and nailed to the adjacent stud or
by the use of approved joist hangers.
R502.2.6.1 Floor systems [IRC R502.5.1]. Joists framing from opposite sides over a bearing support
sholl lop a minimum of 3 inches (76 mm) and shot[ be nailed together with a minimum three 10d face
�Oils. Atwood or metal splice with strength equal to or greater than that provided by the nailed lop
is permi ted.
R502.2.6.2 Joist framing [IRC R502.6.2]. Joists framing into the side of a wood girder sholl be
supported by approved framing anchors or on ledger strips not less than nominal 2 inches by 2 inches
(51 mm by 51 mm).
R502.2.7 Lateral restraint at Supports (IRCR502.7]. Joists shall be supported laterally at the ends
by full -depth solid blocking not less than 2 inches (51 mm) nominal in thickness; or by attachment to
a full -depth header. bond, or rim joist, or to an adjoining stud; or sholl be otherwise provided with
lateral support to prevent rotation.
Exception: Reserved.
R502.2.7.1 Bridging [[RC R502.7.1]. Joists exceeding a nominal 2 inches by 12 inches (51 mm by 305 an)
sholl be supported laterally by solid blocking, diagonal bridging (wood or metal). or a continuous
1-inch-by-3-inch (25.4 mm by 76 mm) strip noiled across the bottom of joists perpendicular to joists
at intervals not exceeding 8 feet (2438 mm).
R502.2.8 Drilling and notching [IRC R502.8]. Structural floor members shall not be cut, bored or
notched in excess of the limitations specified in this section, See Figure R502.2.8.
R502.2.8.1 Sown lumber[[RC R502.8.1]. Notches in solid lumber joists, rafters and beams shot) not
exceed one -sixth of the depth of the member, sholl not be Longer than one-third of the depth of the
member and shall not be located in the middle one-third of the span. Notches at the ends of the member
sholl not exceed one-fourth the depth of the member. The tension side of members 4 inches (102 mm) or
greater in nominal thickness sholl not be notched except at the ends of the members. The diameter of
holes bored or cut into members shalt not exceed one-third the depth of the member. Holes shall not be
closer than 2 inches (51 mm) to the top or bottom of the member, or to any other hole located in the
member. Where the member is also notched, the hole shall not be closer than 2 inches (51 mm) to the
notch.
R502.2.8.2 Engineered wood products [IRC R502.8.2). Cuts, notches and holes bored in trusses,
structural composite lumber, structural glue -laminated members or I -joists are prohibited except where
permitted by the manufacturer's recommendations or where the effects of such alterations are
;$; 11 nsi-I-r-A in the desi n of the mber b a re istered desi n -rofessional
ROOF SkEAT1411,* FASTENING SCHEOULE &,bc,d,e
Dd Common (0.131 x 2-1/2 inches) or Ring-&-ank (0.135, X 2-112 inc-hes)
(Except Where Noted) for Exposure 8, Enclosed SuIldIngs, Roof Framing Spaced 24 Inches
o.c. or Less
Roof Fastening Zone
Overl,-ang
Wind
Main
Sheathing -to -Gable
(saves)
velocitv
Roar
End -Wall FramingO
(3 - Second
Panel
1
2
3 2 3
2
3
Gust)
Location
Fastening Schedule (Inches on center)
Supported Panel
&
(0
6
150 mph rQ
and and edge$
3h
panel field
ep
4
3
4
3
Supported Panal
120 mph CA3
and arid edges
6
6
6
3
Panel Field
12
6
4
ro
4
Supported Panel
C30 mph
end and colgee,
ro
6
ro
Parel field
12
12
&
a. Specific qravit� (G) of lumber and panels "it be 0.42 or greater.
b. For Exposure 5 and a 2-foot overhang,
C. For median roor height 35 rest or lees,
d. Gable wall height or a rest or lose From top Floor calling to roof peak.
a. Provide adequate uplift hardware at true& -to -wall connections. Such
connections are be�oncl the scope of this publication,
r. When wind speacl is 110 mph or greater and whom madian roor height is between
25 and 35P Feet, use gk� ring shark malls (0.135 x 2-1/2 Inclne6AUithln 48 Inches of
gable end walls. (IRG Table R602.3, Footnote r)
g, When wind speed is 100 mph or greater, block panel edges perpendicular to
gabis-end-waii Framing members In the first two ba�6 or Framing. 151ocklne shall be
spaced a maximum or 4 rest oc. (Wood Frame Construction Manual, Section 3.5.5)
In. 10d ring -shank na Its (0.145x 3 inchn).
i. Blocking not required.
ROOF FASTENING ZONES FOR WINO UPLIFT
Zones 1,2 and 3 shown below indicate areas or the roor that maV have different Fastening
requirements.
GA15LE ENr-> WALL WALL LINE
Lu
Z
2
-A
PIVERW
VEWA
2 JR.-,
3 2
Cx,40 L E
FRCPOF
2-
-2 -
It
2
:F-
..........
\WALL LINE
X3 OVERHAW-4 3 OVERHAW-2 WALL LINE \ GA15LE r=NC> WALL
C)l6tance a -4 Ft. In moot caaes (10% or least bullollne width or 0.4 times building height,
whichever is smaller, but not !ass than either 49. or least building width or 3 ft.)
ROOF 01,4PHRAM NAILING SCHEDULE (GABLES)
Spec co y co I V COLLAR TIE Wo (MIN.) EVERY
R502.2.9 Fastening [IRC R502.91. Floor framing shall be noiled in accordance with Table R602.2(l)
.1 1 1 k 1 A f! n ;. U-4 f^ u art floor fromin ositive connections OTHER RAFTER T-0" OR LONGER
ere pos s an eam or 9 r er cons u, o KPI 1J, V
sholl be provided to ensure against
uplift and lateral displacement.
For SI: I inch =
25.4 mm, 1 pound per square
foot = 0,0479
kN/m2.
R502.2.10 Framing of openings [IRC R502.10], Openings in floor froming shall be fromed with a header
a. Spans are given
in feet and inches.
and trimmer joists. When the header
joist span does not exceed 4 feet (1219 mm). the header joist may
b. Tabulated values
assume #2 grade lumber.
be a Single member the some size as
the floor joist. Single trimmer joists may be used to carry 0
c. Building width
is measured perpendicular to
the ridge.
For widths between
single header joist that is iocatedwithin
3feet (914 mm) of the trimmer joist bearing.
those shown, spans
are permitted to be interpolated.
When the header joist span exceeds 4
feet (1219mm), the trimmer joists ond the header joisL shall be
d. NJ - Number of
jack studs required to support
each end.
Where the number of
doubled and of sufficient crass section
to support the floor joists framing into the header. Approved
required jack studs
equals one, the header is
permitted to
be supported
hangers shall be used for the header
joist to trimmer joist connections when the header joist span
by an approved framing
anchor attached to the
full -height
wall stud and to the
exceeds 6 feet (1829 mm). Tail joists
over 12 feet (3658 mm) long sholl be supported at the header by
framing anchors or on ledger strips
not less than 2 inches by 2 inches (51 mm by 51 mm).
header.
e. Reserved.
R502.3 Design and construction where
wind speed is 100 mph or greater. Floor froming of light-frome
wood construction shall be designed
and constructed in accordance with the provisions of Section
24" MIN. LAP
R301 . 2. 1. 1, Section R502. 1.
`113 OR 114 REINFORCING BAR
$$3 4 #4 LAP SPLICE.
25" "IN. LAP
---#5 REINFORCING BAR
#E� LAP SPLICE.
In;_," mil"i I Af=
'CW r�%6-11NT �.o�r'%N�11'4�.4 6.'P"r�%
A fm &P L I C rm.
A')" MINJ I Ag�
07 LAP SPLICE.
InIl
05 REINFORCING BAR
STM. SO"' 5END,
RE5AR SPLICING 4 LAP DETAIL.
F=ILA5TEFR
I mAxl
r�nr
"A" 4_0TO-00018010104118010010
VERTICAL REINFORCEMENTS
I SCHEDULE MASON;VTO
5' PLATE HEIGHT 5'-0" O.C.
10' PLATE HEIGHT ro'-V C.C.
12' PLATE HE16HT 4'-0" O.C.
"A" 14' PLATE HEIGHT z 2'-0" O.C. MA><. / PILASTERS im 101-011 O.C.
AT EACH CORNIER 4 BOTH SIDES OF DOORS 4 WINDOWS OPENING5
(OVER BEFORE 4 AFTER SHEARWALL SEGMENTS, 4
(9) 56R5 6 EA. SIDE OF OPENING OVER 12'-0"
LAP DI&TANC
17_
UP,
Z
C.M.U. WALL
W
CORNER CONTINIT"r 4 WALL REINFORCEMENT.
BLOCKING E3ELOW RIDGE
25," MIN. LAP
Fr_
(1) 05 DOWEL
IN CORNER
2Xro VERTIC;AL 5GA5 OR <NEEWALL MID-f=OINT
IN RAFTER UJ/ RAFTER SPAN LENGTH GREATER
THAN 14 FT OR LONGER.
CONN W1 4-106 NAILS AT T01= 4 HURRIGANE
C:L11= 6 50TTOM.
2X& (MIN.) NO. 2 'T'fm
VALLE�' FRAMING (TYf=. SIMPSON L5TA12
(OR EQUAL)
2Xe NO, 2 6PF PLYWOOD SHEATHING
RIDGE BOARD Tr
(4) 10d Q RIDGE
E30ARD END
TRU65E& BELOW 6HEATHEI) PRIOR
To vALLEY FRAMING INSTALLATION
OR &'-0" O.C. TOP C;HORD
SiMf=SON LSTA12 STRAP OR SIMPSON A22 TIE
I& EA RAFTER LU/ 10-10d NAILS
(T`rf=.)
2X(o CONT. W/SLEEPER, CLIPPED
OR STRAPPED TO TRUSS 5ELOW
4r FRAMING DETAIL
25," MIN. LAP
L
(1) 05 DOWEL
IN CORNER
FOOTING 4 STEMWALL RRINFORCEMENT
TABLE 2304. 9. 1
FASTENING SCHEDULE
CONNECTION
FASTENINGo,m
LOCATION
1. Joist to sill or girder
3-8d common (2 112" x 0. 131")
3-3" x 0. 131" nails
toeno i 1
3-3" 14 gage staples
2. Bridging to joist
2-8d common (2 112" x 0. 131")
2-3" x 0,131" nails
toenail each end
2-3" 14 gage staples
3. 1"X 6" subfl car or less to each j ois t
2d-8d common (2 112" x 0. 131")
face nail
4. Wider than 1" X 6" subfloor to each joist
3d-8d common �2 112 11 x 0. 131"�
face noil
5. 2" 5ubfloor toj oist or girder
2d-16d common(3 112" x 0. 162'" )
blind and face noil
6. Sole pla te toj ois t or bl ocking
16d ( 3 1 /2:: x 0, 135" ) a t 16" a. c.
3 x 0 . 131 nails at 8" o.c.
typical face noil
3" 14 gage staples per 12"
Sole plate to joist or blocking at braced wall panel
3-16d ( 3 1 /2" x 0. 135" ) a t 16"
4-3" x 0,131" nails at 16" O-c,
braced wall panels
4-3" 14 qaqe staples per 16"
7. Top plate to stud 2 16d common
2-16d common (3 112" x 0. 162")
3-3" x 0.131" noils
end noil
3-3" 14 goge staples
8. Stud to sole plate
4-8d common �2 1/2" x 0. 131"')
4 -3" x 0. 131 no i Is
toe no i 1
3-3" 14 gage staples
2-16d common (3 112" x 0.162"
3-Y x 0.131" noils
end nail
3-3" 14 gage staples
9. Double Studs
1 6d ( 3 112" x 0. 162" ) a t 24" o. c.
3"x 0. 131" nails a t 8" o,c.
face nail
3" 14 gage staple at 8" o.c.
10. Double top pla tes
16d (3 112" x 0. 135"at 16" 0. C,
3 x 0 . 131" noils at 12" o.c.
typical face nail
3" 14 gage staple at 12" a. c.
Double top plates
8-16d common �3 1/2" x 0. 162"
12-3" x 0.131 , nails
lop splice
12-3" 14 gage typical face nail
11. Blocking between joists or rof ters to top plate
3-8d common �2 1/2" x 0. 131")
3-3" x 0 . 131' no I Is
toe nail
3-3" 14 gage staples
12. Rim joist to top plate
8d (2 112" x 0. 131") at 6" a. c.
3" x 0.131" noils at 6" o.c.
toe nail
3" 14 cioce staples at 6" o. c.
13. Top plates, lops and intersections
2-16d comma �3 112" x 0. 162")
3-3" x 0.131 , nails
face nail
3-3" 14 gage staples
14. Continuous header, two pieces
16d common (3 112" x 0. 162"�
16" o.c. along edge
15. Ceiling joists to plate
3-8d common (2 112" x 0.131")
5-3" x 0. 131" nails
toe no 1 1
5-3" 14 gage staples
16. Continuous header to stud
4-8d common (2 112" x 0. 131")
toe no i I
CONNECTION
FASTENING 0, m
LOCATION
17. Ceiling joists, lops over partitions
3-16d common (31/7 x 0. 162")min,
see Sec t i on 2308. 10. 4. 1, Tob I e 2308. 10. 4. 1)
Table 2308. 10. 4. 1
face nail
4-3"x 0.131" nails
4-3*' 14 gage staples
18. Ce i I i ng j . oists to parallel rafters
3-16d common ( 3 112" x 0. 162" ) mi n,
see Section 2308. 10. 4. 1, Table 2308. 10. 4. 1)
Table 2308. 10. 4. 1
face nail
4-3"x 0.131" nails
4-3" 14 gage staples
19. Ra fter topla te
3-8d common �2 112" x 0.131")
(see Section 2308. 10. 1, Table 2308. 10. 1)
3-3" x 0. 131 . nails
toe nai 1
3-3" 14gage s toples
20. 1" diagonal brace to each stud and plate
2-8d common 2 1/2" x 0. 13 17rY__
2-3" x 0.131 noils
face nail
2-3" 14 goge sta�les
21. 1"x 8"sheoLhing to each bear ing wall
3-8d common (3 112" x 0. 162")
face noi 1
22. Wider than 1"X 8" sheathing to each bearing
3-8d common (3 112" x 0. 162")
face noi 1
23. Built-up corner studs
16d common,,(3 1/2" x 0. 162")
24" o. c.
3"x 0,131 noils
16" o.c.
3" 14 gage s Loples
16" o.c.
24. Built-up girder and beams
20d common ( 4" x 0. 192") T2ff- a. -c.
f
3" x 0.131" nail at 24" o.c.
face no!] at top and bottom
3" 14 gage staple at 24" o.c.
staggered on opposite sides
2-20d common (4" x 0. 192" )
3-3" x 0,131 . nails
face nail at ends and at each
3-3" 14 gage staples
splice
25. 2" planks
16d cornmon( 3 1�2" x 0. 162")
a teach bearing
26. Collor tie to rafter
3-10d common (3- x 0. 148" )
4-3" x 0.131" nails
face nail
4-3" 14 clocie stoDles
27. Jack rofter toh ip
3-10d common (3" x 0. 148")
4 -3" x 0. 131" nails
toe no i 1
4-3" 14 gage staples
2-16d common �3 112" x 0.162")
3-3" x 0.131 'nails
face nail
3-3" 14 gage staples
28. Roof rofter to 2-by ridge beorn
2-16d common �3 112" x 0. 162")
toe nail
3-3" x 0.131' nails
3-3" 14 gage staples
2-16d common�,3 112" x 0. 162")
3-3" x 0. 131 noils
face nail
3-3" 14 gage staples
29. Joist to bond joist
3 - 16d common (3 112" x 0. 162")
face noil
5-3" x 0.131" nails
5-3" 14 clocle staples
30. Ledger strip
3 - 16d common (3 112" x 0.162")
4-3" x 0. 131" noils
face nail
4-3" 14q aq e s toples
31, Wood structural panels and particleboard:b
1/2" and
6dc,l
SubfLoor, roof and wall sheathing (to framing):
less
2 3/8" x 0, 113" no i In
1 3/4" 16 gageo
15/32" in t 0
8d common (roofs in
19/32 q
110-140 mph (Exp. B)
19/32 to
3/4"
6 inch o,c, edges and
8dd or 6d e
intermediate. 4 inch o.c. at
2 3/8"x 0.113 nailP
component and cladding edge
7/8" to 1"
2 " 16 gogeP
strip #3 (referto Figure
8dc
6-3 of ASCE 7)
Single Floor (combinati on subfloor -underl oymen t
1 1/8" to 1
10dd or 8de
to froming):
1/4"
3/4" and
6de
less
7/8" to 1"
8,e
1 1 /8" t 0 1
10dd 8de
1 /4"
or
32, Panel siding( to fr aming)
1/2" or less
6df
5/8"
8d f
33, Fiberboard sheathing:g
112"
No. 11 goge roofing noi[h
6d common no i I (2"x 0 11 ?1.)
No. 16 gage staple h
25/32"
No. 11 gage roofing noi[
8d common nail (2 1/2*x 0.13 1")
No. 16 gage staple 1
34, Interior paneling
1 /4"
4di
3/8"
6d k
For SI: 1 inch =25.4 mm.
a. Common or box noils are permitted to be used except where otherwise stated.
b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spons are 48 Inches or more. For
nailing of wood structural panel and particleboard diaphragms and shear wolis, refer to Section 2305. Nails for wall sheathing are permitted to be
common, box or cosing.
c. Common or deformed shank (6d - 2' - 0. 113' ; 8d - 21/22 - 0. 13 12 10d - 3' - 0. 148'
d. Common (6d - 2' - 0. 113' ; 8d - 2112 2 x 0. 13 1 2 ; 10d - 3 2 x 0. 1482
a. Deformed shank (6d - 22 x 0. 113 2 8d - 2112' x 0. 131' ; 10d - 32 x 0. 148'
f. Corrosion -resistant siding (6d 17 /82 . 0, 1 062 ; 8d - 23/82 xO.128') or casing (6d - 2' W 0. 0992 ; 8d - 21/2 2 w 0. 1132 ) no I I.
9. Fasteners spaced 3 inches on center at exterior edges and 6 inches or) center at intermediate supports, when used as structural sheathing. Spacing
shot] be 6 Inches
on center on the edges and 12 inches on center at intermediate supports for nonstructural applications.
h. Corrosion -resistant roofing noils with 7/16-inch-diameter head and 11/2-inch length for 1/2-inch sheathing and I 3/4-inch length for 25/32-inch
sheathing.
I. Corrosion -resistant staples with nominal 7/16-inch crown and I 1/8-inch length for 1/2-inch sheathing and I 1/2-Inch length for 25/32-inch
sheathing. Panel supports
at 16 inches (20 inches if strength axis in the long direction of the panel, unless otherwise marked).
j. Casing ( 21/2' X 0� 0802 ) or finish (2112' - 0. 072' ) nails spaced 6 inches on panel edges, 12 Inches at intermediate supports.
k. Panel supports at 24 Inches. Casing or finish nails spaced 6 inches on panel edges, 12 Inches at Intermediate supports.
1. For roof sheathing applications, 8d nails (21/22 x 0. 113 2 ) are the minimum required for wood structural panels.
m. Staples sholl have a minimum crown width of 7/16 inch.
n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports.
a. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wol I sheathing and 3 inches on center at edges, 6
inches at
inte r mediate supports for roof sheathing.
p, Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports.
2
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OFIro-015AT &FI6-05/2T OF16-115/11T OF16-115/27' SF24-05/IT &=24-05/2T BF24-115AT OF24-15/2T 81732-015/11T BF32-05/2T BF32-115AT OF32-15/2T
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WELVANILV:090-2
6RJ=14-05/IT aRP14-05/2T &FRF14-15/IT &RJ=14-I5/2T
a'' LINTEL 5ECTIONS
swam
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5FJ--22 -015/11T 5RI=22-05/2T 5W22-115AT 6F;F22 -15/2T
a" fRECE55ED LINTEL 5ECTION5
SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
SAFE LOAD - POUNDS PER LINEAR FOOT
8U8
SF8-08
OF12-OB
81716-0B
8F20-0113
SF24-DB
81728-OB181`32-0151
8F8-1B
81`12-18
81`16-18
81`20-113
81724-113
8F28-18
8F32-18
2'-10- (34-) PRECAST
2231
3069
4605
6113
7547
8974
10394
11809
3069
4605
6113
7547
8974
10394
11809
S-6- (42-) PRECAST
2231
JV69
3719
5163
6W7
8054
9502
10951
3N9
1 4605
6113
7547
8974
10394
11809
4'-0- (48-) PRECAST
1966
2561
1 2751
3a2O
4890
5961
7034
8107
2693
1 4605
6113
7547
8974
10394
118M
4'-6- (54') PRECAST
1599
1969
1 2110
2931
3753
4576
5400
6224
2189
1 4375
6113
1 7547 0
8672
10294
11W9
5'-4- (64-) PRECAST
1217
1349
1 1438
1999
1 2560
3123
3686
4249
1663
3090
5365
7547
7342(
8733(u
10 1 27(il
5'- 10- (70-) PRECAST
1062
111)5
1173
1631
2090
2549
3009
3470
1451
2622
4360
7168 (q
6036(tq
7181(to
8328 pJ
6'-6- (78-) PRECAST
908
1238
2177
34M
3031
3707
4383
5061
1238
2177
3480
5381
8360
1039411im
8825
7'-6- (90-) PRECAST
743
Oil
1729
2632
2205
2698
3191
3685
1011
1729
2661
3898
5681
8467("
6472
9'-4- (112') PRECAST
554
699
1160
1625
2564
34M
2818
3302
752
1245
1843
25"
340
4705(.q
6390 ja
110-4- (126') PRECAST
475
535
890
1247
2093
2777
2163
2536
643
1 1052
1533
2D93
2781
3643
4754
1 V-4- (136") PRECAST
362
582
1 945
130
180
2423
3127
4006
582
1 945
1366
1846
2423
3127
4006
12'-0' (1 "') PRECAST
341
540
873
1254
1684
2193
2805
3552
540
873
1254
1684
2193
2805
3552
13'-4- (160-) PRECAST
296
471
755
1075
1428
1838
2316
2883
471
755
1075
1428
1838
2316
2883
14'-0" (1168") PRECAST
279
424
706
ID02
1326
1697
2127
2630
442
1 706
1002
1326
1697
2127
2630
14'-8" (176") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
458
783
1370
1902
2245
2517
2712
15'-4" (11840) PRESTRESSED
N,R.
NR
NR
NR
NR
NR
NR
NR
412
710
1250
1733
2058
2320
2513
17'-4- (208") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
=300
548
950
1326
1609
1849
2047
19'-4- (232') PRESTRESSED
N,R.
NR
NR
NR
NR
NR
NR
NR
235
420
750
1037
1282
1515
1715
21'-4'(256-) PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
180
340
598
845
1114
1359
1468
22'-0- (264") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
165
315
5W
784
1047
1285
1399
24'-0' (288") PRESTRESSED
1
N.R. I
NR
NR
NR
NR
NR
NR
NR
129
250
450
654 1
884 1
1092
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR.
SAFE LATERAL LOADS FOR
8" PRECAST & PRESTRESSED U-LINTELS
SAFE LOAD
PLF
LENGTH
8U8
8F8
REINF,
CMU*
2'-10- (34-) PRECAST
1293
1642
2135 1
S-6- (42-) PRECAST
1025
1024
1830
4'-0- (48-) PRECAST
765
763
1365
4 1 -6" (54") PRECAST
592
591
1057
5'-4- (64") PRECAST
411
411
734
5'-10- (70") PRECAST
340
339
607
6'-6- (78") PRECAST
507
721
483
7'-6- (90") PRECAST
424
534
357
9'-4- (112-) PRECAST
326
512
227
10'-6-(126') PRECAST
284
401
178
1 V-4- (136') PRECAST
260
452
152
12'-Om (I 44� PRECAST
244
402
135
13'-4-(160-) PRECAST
217
324
109
14'-0'(166') PRECAST
205
293
98
14'-8- (176� PRESTRESSED
N.R.
284
89
15'-4* (1 84� PRESTRESSED
N.R.
259
82
17'-4* (208") PRESTRESSED
N.R.
194
63
19'-4- (232') PRESTRESSED
N.R.
148
51
2 1'-4- (256-) PRESTRESSED
N.R.
125
42
22'-0* (264*) PRESTRESSED
INA,
116
39
24'-0- (288') PRESTRESSED
91
33
* SEE NOTE 18
0 ..
MINOS
mono mm moon
0 a
ON IN on
0 0
M�M
M�M
0
MMMIM
0
MMM
XNWIM
OMMM
&V"IM
X5"M
AMIN
OWN
HIM
0 0
3ME
0 0
WEN
No E
mom:
an
mom
a
a 0
SIRF'26-05/11T 8W26-01512T SIRF`26 - 15/1T &W26-115/27'
on
00 ME
012a"M
SINUME
Mxa"M
MMUMIS
0
IN IN
IN
MEMO
WE
NINE
ONE
0 IS
0 M
M 0
1
LVJ
v M
N
Lgil
&W30-015/IT &W30-015/2T &W30-115/11T WRF30-115/2T
SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
ILI
[L
LLI
M
CA&T-CRETE
HIGH STRENGTH
f=RECA5T
LINTEL FILLED
WITH GROUT
SAFE LOAD - POUNDS PER LINEAR FOOT
8F8-IT
8F12-1T
BF16-IT
8F20-IT
BF24-11T
8F28-IT
8F32-IT
8F8-2T
81`12-2T
SF16-2T
81720-2T
81724-2T
8F28-2T
8F32-2T
2'- 10" (34") PRECAST
1972
3173
4460
5747
7034
a321
9608
1972
3173
4460
5747
7034
8321
9608
3'-6" (42') PRECAST
1569
2524
3547
4569
5591
6613
7636
1569
2524
3547
4569
5591
6613
7636
4'-0" (48") PRECAST
1363
2192
3079
3966
4853
5740
6627
1363
2192
3079
3966
4853
5740
6627
4#-6'0 (54") PRECAST
1207
1940
2724
3508
4292
5077
5861
1207
1 1940
2724
35M
4292
5077
5861
5'-4" (64') PRECAST
1016
1632
2290
2949
3607
4265
4924
1016
1632
2290
2949
3607
4265
4924
5'- 10" (70") PRECAST
909
1492
2093
2694
3295
3897
4498
929
1492
2093
2694
3295
3897
4498
6#-6-P (78") PRECAST
M (14
1340
1880
2419
2959
3498
4038
&35
1340
1880
1 2419
2959
3498
4038
7'-6- (90') PRECAST
727
1021
1634(
2102111
2571(
3039(
35M
727
1166
I&U
2102
2571
3039
35M
9'-4" (112') PRECAST
591
680
1133(
1471(1
1811 (vo
2152(is
2494 (15X
591
051
1326
1705
2084
2463
2842
10'-6-(126') PRECAST
5W
552
914(
1185(1
1458(1
1732(
2007 p
&�o
686
1183
1526
1865
2204
2544
1 V-4" (136") PRECAST
474
485
798 (iq
1034 p
1272(1
15101
1749 (1
494
599
1028
1422
1738
2053
1 2369
12'-0"(1441 PRECAST
470
723(
936 (14
1151 (q)
1366(tN
1582051
470
_441
1 543
928
1349
1649
1948
2247
13'-4" (1160-) PRECAST
418(
373
606(
783(1
962(
1141(
1321(1
428
455
770
1145
1"4
1718
1993
14'-0" (1168) PRECAST
384
346
559(
723(1
887 (14A
1052(14
1218 (i4A
410
420
709
1050
1434 W
1694(4
19,5%4 (
14'-8" (176� PRESTRESSED
239
323
519(
671 p
823 (i�
976(4
1129 1
246
390
655
968
1324 W
1625(11
1874 p i
15'-4" (1 84� PRESTRESSED
224
302
485 (q
626 yj
767 (1
909 p
1052 1
230
364
609
897
1224
1562 (m
1801(14
17'-4" (208') PRESTRESSED
187
255
404(
520 (1
637(
754 (u
872 (1
192
303
5W
732
993
1268(
1470(1
19'-4- (232-) PRESTRESSED
'62
222
347 (11)
446 yj
546 p4
64?6 t2
L
746 p
166
261
424
616
831 0
1057 ("
1225(1
21'-4'(256') PRESTRESSED
142
198
306(11
393(11
480 (11A
567 oi
654 (11
142
230
369
531
713 A
903 (is ,
1046 m
22'-0" (264") PRESTRESSED
137
192
295 tm
378 gi
461(*A
545 mil
629 (11
137
221
354
508
681
A
861
24'-0" (288') PRESTRESSED
124
175
267
341 po�
416
491
124
200
316
450
6W A
756 A
875 A
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS
FOR CR40 FIELD ADDED REBAR.
*5 REBAR AS
REQUIRED
(2 MINIMUM)
BEARING
05 Rrz5AR IN
VE RT I CAL
GROUT FILLED
CELL
130* STANDARD
HOO< 10'' MINIMUM
(TYf=ICAL)
CANTILEVEFRED LINTEL DETAIL
NOTE: INFORMATION CONTAINED ON THIS SHEET
PROVIDED BY AND PERTAINING TO CAST-CRETE CORP.
ALTERNATE PRODUCTS OF EQUAL CAPACITY MAY BE
USED. ALTERNATE PRODUCT MUST BE ACCOMPANIED BY
N A A U U H U
ENGINEERING
SPECIFICATI NS
PRODUCT DESCRIPTION--]
W10 strength precast concrete lintels designed to be unfilled or filled to form a composite reinforced beam using c4ricrete ma" units.
I MATERIALS I
• f1c. 61' precast lintels -- 3W psi . Concrete masorr� units (CMU) per AM CW w1[th minimum net area
• FIC 6" prestressed, 6" aid 12" precast lintels as 60M psi compreolve strenght = WO psi
• Fc 4" Precast lintels. a 3WO psi 0 Rebar per ASTM 415 Grade 60
• Grout per ASTM C416 Fig -- 3000 psi w/ maximum a Prestressing strand per ASTM A416 Grade 210 low relaxation
3/8 Inch aggregate and 8 to 11 Inch slump. . 1/32 itich wire per ASTM A510
IGENERAL NOTES 71 0 Mortar per ASTM C210 Tpe M or 6
1. Provide full mortar head and bed joints. 8. CaSt-in-plaCe coraete mag be provided in composite ]Kel In lieu or
2. r*ae Filled lintels as required. concrete ma" units.
3. Installation of lintel must oomplq with architectural Safe load ratings based on rational design anal9sis per ACI 318 and ACI 530
and/or structural draw". 10. Product Approvals: Miami Dade Count�, Florida Nos. 03-0605.05
4. U-1-ftels are manufactured with 5-1/2 inch long notchas at and 03-OW5V. Florida Certificate of Product Approval wber FLU.
ends to accomoclate vertical cell relflrorcing ard grouting. IL N exterior surface of lintels Installed In exterior caaete ma" walls
5. Reference the CAST-CFCE Load Deflection Graph shall have a coating of stucco applied in accordance with A6TM ClUb
Brochre for lintel deflection InFormation, or ot1w approved coating.
6, Bottom Field added rebar to be located at the bottom 12. Lintels loaded simultaneowl� with vertical (gravit� or uplift) aid horizontal
or lintel cav14 (lateral) loads should be checked for the combined loading with the
1. 1/32 Inch diameter wire stirrups are welded to the bottom rollowirig equation.
steel for mechanical anchorage. Applied vertical loa 4 Appled horizontal load A LO
We vertical load Sara horizontal
MASONRY TIES
AS SPECIFIED
CONCRETE FASTENERS
SPLIT FACE
A
SAFE LOAD TABLE NOTES
WITH MINIMUM 4"
EMBEDMENT SPACED AS
MASONRY VENEER
CONCRETE FASTENERS
".7:
REQUIRED
AS REQUIRED
1. All values based on minimum 4 irich nominal bearing.
8. For composite lintel heig�b rot show, use safe load from
.4.
CAST-CRETE U-LINTEL
FILLED w/ GROUT
Excaption: We loads For unfilled 11ritels must be reduced
next lower height.
�_CAST-CRETE
.4,
4"
20 % If lowrIng length Is less than 6-1/2 Indm,
05. For lintel lengths not gow, use safe load from
LINTEL
FILLED WITH GROUT
Ile 0
\ 1
1
2. NR : Not Pited.
next longest length
\-CONTINUOUS SHELF ANGLE
SIZED AS REQUIRED
3. Safe loads are superimposed allowable load.
10. All safe loads in units of pounds Per linear Wt.
CONTINUOUS SHELF ANGLE
SIZED AS REQUIRED
4. We loads based on Grade 40 or Grade 60 Field rebar,
11, All safe loads based on slmpl� supported span
MA50Nf;R"r
VENEEf;R
5FLIT
FACE
VENEEFR
5. Additional lateral load capacltq ran be obtalred N the
2. The number In the parenthesis Indicates the percent recluiction
claigneir 1:� providing additiona I reinforced masw� above
For gracle 40 field added rebar.
the precast lintel. See ReInForced CMU on Page 4.
Example: 1'-6' lintel Twe 8F32-IB safe gravlt� load : 6412 (15)
6. One 01 rebar mag be substituted for two 05 rebars in 8' IInte6 onig.
wl 15% reduction --It 6412 (26) s 5501 pit
1. The designer ma� evalute concentrated loads From the safe load tables
bg calculating the maximum resisting moment and shear at cl-awaq
from ft face of support.
SAFE GRAVITY LOADS FOR 8" PRECAST W1 2" RECESS DOOR U-LINTELS
SAFE LOAD - POUNDS PER LINEAR FOOT
LENGTH TYPE
8RU6
8RF"
SKIO-08
BRF14-08
8RFIB-08
8RF22-OB
8RF26-OB
8RF30 08
ORF6-IB
BVIO-1113
8RF14-IB
8RF18-18
BRF22-IB
8FtF26-18
$RFJO-IB
4 1-4- (52') PRECAST
1635
1749
3355
3280
4349
5421
6493
7567
1891
3699
5206
6639
8060
9479
IM3
4'-6- (54-) PRECAST
1494
1596
3063
2992
3968
4946
5924
6904
1756
3699
1 5206
6639
8060
9479
10893
5'-8- (68� PRECAST
866
920
1770
1716
2277
2839
3402
1 3966
1167
2481
4567
6389
8060(g)
79117yt�
9311 (q,
5--1 0" (70-) PRECAST
810
859
1653
1600
2124
2649
3174
3700
1113
2.342
4242
6639(
8060
7402y
8706(1
6'-8- (80') PRECAST
797
901
1825
3120
5048
7747
9448
7360
901
1825
3120
5048
7915
9479
1089
7'-6* (90� PRECAST
669
755
1490
2459
3776
5743
7239
5623
755
1490
2459
3776
5743
899816
9 8 it
1089
0
9'-8- (116� PRECAST
411
466
999
1568
2253
3129
4091
3146
'
1 526
999
1 1568
2253
3129
1 0
4150
5 91
M891
(J) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR.
SAFE LATERAL LOADS FOR
8" PRECAST wt 2" RECESS DOOR U-LINTELS
4~1P.4mm
SAFE LOAD
PLF
TYPE
LENGTH
8RU6
8RF6
REINF.
CMU*
4'-4" (52") PRECAST
758
757
1365
4'-6" (54") PRECAST
694
693
1249
5'-8- (68-) PRECAST
408
407
734
5'-10-(70-) PRECAST
382
381
687
6'-8" (80") PRECAST
595
788
510
7'-6" (90") PRECAST
509
674
393
9'-8- (1161 PRECAST
1 370
1 490
1 227
* SEE N 18
SAFE UPLIFT LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
8RF6-IT
8RF10-IT
8RF14-1T
8RF18-IT
8RF22-IT
BRF26-IT
8RF30-IT
8RF6-2T
8RF10-2T
8RF14-2T
8RF18-2T
8RF22-2T
8RF26-2T
8RF30-2T
4'-4- (52") PRECAST
905
1748
2635
3522
4409
5296
6183
905
1748
2635
3522
4"
5296
6183
4'-6- (54") PRECAST
867
1675
2525
3374
4224
5074
5924
867
1 1675
2525
3374
4224
5074
5924
5'-8- (68") PRECAST
675
1301
1960
2618
3277
3935
4594
675
1301
1960
2618
3277
3935
4594
5'- 10' (70") PRECAST
655
1262
1900
2538
3176
3815
4453
655
1262
1900
2538
3176
3815
4453
6'-8" (80") PRECAST
570
1012
1651
2204
2758
3312
1 3865
570
1 1097
1651
2204
2758
3312
3865 1
7'-6- (90') PRECAST
506
797
1462
2442
3257
506
967
1462
1952
2442
2931
3421
9'-8- (116-) PRECAST
395
491
931(
1 LO�
1640(
1980(1
2322 (1
395
589
1135
1514
1 1893
1 2272
2652
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
CR40 FIELD ADDED REBAR.
2
(D
LM
0
0
0
co
T_
C)
N
0
0
PRODUCT APPROVAL INFORMATION SHEET (S)
EVALUATION REPORT FROM A PRODUCT EVALUATION ENTITY
FfRODUCT AFFfROVAL SFECIFIGATION 51-�EET
MrIlAs equired by Florida Statute E753.542 and Florida Administration Code 95-12, please provide the Information and approval numbers on
the buildinj@ components listed below ir they will be utilized an the construction projuct for which you are applying For a buildin5a permit. We
recommend you contact your local product supplier should you not know the product approval number For any or the applicable listed
products
Gate!@ory / 6ubcateecry
Manufacturer
Product Description
Approval Number(s)
Test Pressures
1. EXTERIOR DOORS
A. swiw_xiw_x
Therma Tru
Ffberclassic
FL �01311
401.0/40-1.0 per
Therma Tru
Smooth Star
FL E01BI.2
40-1.0 / -(01.0 per
Therma Tru
Claseir-Cra Ft
FL E,5c�13
40 1.0 / - (0 1.0 ps f
5. SLIDING
MI Windows and Doors
Series 420/430
FL 15332.1 FL 15322.5
+40.0 / -40.0 par
C, SECTIONAL
Wayne -Dalton, a divieion or
Overhead Door Corporation
Model 06000/5100 01101 - *1104
9' Max width, 14' Max Heieht
F1 5245.1 FI 5245.4
+22.1B / -2ro.3 per
*46.0 /-52.0 per
Wayne -Dalton, a division or
Overhead Door Corporation
Model 08000/8100 011211 - 01125
16' Max width, 14' Max Heieht
F1 5245.5 F1 5245.c�
+15.30 / -110 Per
+46.0 /-52.0 per
0. OTHER
2. WINDOWS
A. 51WGLE HUNG
MI Windows and Doors
Series GA 1135 Aluminum 5�4
FL lE7211.5
+50.0 / -50.0 per
MI Windows and Doors
Series GA 7-150 PVC 6H
FL 1'183"1.1 FL 1'1831.4
+50.0 / -E50.0 Par
B. HORIZONTAL SLIDER
MI Windows and Doors
Series GA 1IB8 Aluminum XOX
HorizontaL Slider
FL 15258.1 FL IE�26305
+50.0 / -50.0 per
Ml Windows and Doors
Series GA 1160 PVC Horizontal Slider
FL 15285.6 - F-L 15288.13
+50.0 / -50.0 per
C. FIXED
D. MULLION
E. OTHER
3. PANEL WALL
A. SIDING
James Hardie Building
Productsjnc.
ArtisanG Lap Sidine
FL 104-17.1
15. SOFIFITS
Alside
Solid and Vented Soffit
FL 15212.1 - FL 152-12.2
4-10.0 / -10,0 per
C. VINYL SIDING
Certainteed Corp Sidine
Products
CertainTeed Vinyl Vinyl 5idin!@
FL 1513.1
+N1A1-I(o0,(o
4. ROOFING PRODUCTS
A. ASPHALT SWIW-sLES
Certain Teed Corporation
GT20 (and AR), Landmark 30 40
(and AR) XT30 (and AR)
FL5444.1
N/A
A, Metal Rool'ing
Union Corrueatine company
MasterR[b Panel
FLcj555.4
N/A
B. UNDERLAYMENTS
Tamko
151b Felt Underlayment
FL 12325,(p
N/A
C. ROOFIW_s FASTENERS
NOT USED
D. ROOF VENTILATION
Thompson Arch Metal Comp.
OFF fRidee vents
FL 52 19.1 - F L 5 2113.4
N/A
Florida Metal Products, Inc..
Vent RVIO
FL 2015.1
N/A
E. ROOr-IW_s TILES
5oral Tile
villa 1300
F-L -15413.24 FL -1049.28
N/A
F. OTHER
!P. SHUTTERS
Global Protection Products
Galvanized Steel Storm Panels
FL 15016.1 FL 15016.2
N/A
A. STORM PANELS
Global Protection Products
GFP Fabric Shutter Series 2000
FL 15008.1
N/A
Town and Country Industries
Safty Edee Storm Panels
FL 12056.1
+54.0 -54.0 per
6P. STRUCTURAL
COMPONENTS
Fastening Specialists, Inc.
Tie Max "Threaded Rod"
FLI56CE7.3ro
A. WOOD CONNECTORS ANCHORS
U5P Structural Conn.
see chart
Simpson 5trone-Tie
see chart
B. TRUSS PLATES
ITW 5ulldine Components
Alpine Truss Plates
FL IcY3111 FL 19c3la.4
N/A
MiTek Industries, Inc.
Truss Plates
FL 219-1.1 FL 21915
N/A
C. ENGINEERED LUMBER
E3oi9e En!@. Wood Prod.
versa -Lam 6P
FL 1644.1
N/A
501se En!@. Wood Prod,
Wood -I -Joists ALL J015T
FL 1&45.1
N/A
Weyerhaeuser
Eneineered lumber - TJI
FL 1630.1 FL 1630,11
N/A
Weyerhaeuser
ILevel Rim Board, LVL, P5L, L5L
FL 6521.1 - FL 6521.4
N/A
D. MATERIAL
Ca5t-Crete Corp.
High Strength Concrete Lintele
FIL 15a.1
N/A
Powers 5teel, Inc..
Power Box Lintels
F L 31n.1 , 5450.1 , 113a3.1
N/A
A. SINGLE PLY ROOF 5YSTEM5
Mule -Hide Products Go., Inc.
Thermoplastic. polyoleFin sinele pl�
roof systems
FL12712.1
+N/A /-525
uUSF Connectore
U5F Stock No.
Florida Statewide Product
Approva I No.
Evaluation Report Bable
A3
FLI1244.1
E$R-345D
k0210-2
PLI3285.5
ESR-3445
HD212-2
FLI-1232.3
ESR-3445
H0216
FLI1232.3
ESR-3445
HD2 Iro - 3
FL11232.3
ESR-3445
HD26
FLI'1232.2
E5R-3445
H028-2
FL11232.3
E6R-3445
HD410
FLI1232.4
ESR-3445
HD412
FL11232.4
ESR-3445
H0& 10
PLI1232A
ESIR-3445
HD0410
FL11221.2
ER-0201
HGAIOKT
FL1123&fo
ESR-3448
W-s,4MIOKT
FLI16S9.1
Evaluation Report
WHCP2
FI-112361
ESR-3448
HTA16-15
PLI-16W.2
Evaluation "port
HTA20-18
FLI-16W.2
Evaluation Report
IITT4/HTTICP
FLI-121132 - FLI-1324.1
ER-0200 - Evaluation Report
HTT5
FL112113.2
ER-0200
HTWI&
FI-171244,13
ESR-3455
HTU)20
FL11244.8
ESR-3455
HTW24
FL11244.8
EbR-3455
HTW30
FL11244.8
EBR-34E75
HTLLMI(o
FI-6223.2
Evaluation Report
HTU,M20
FL11244.8
ESR-34&5
HUGT2
FL6223.3
Evaluation Report
HUGT3
FL&223.3
Evaluation Report
HU5210-2
FL11232.1
ESR-3455
WUS212-2
9-1-1232.1
ESIR-341515
HUS26
FLI-1232.1
ESR-3455
HUS28
FLI-1232.1
ESR-3455
HUS28_2
FL11232.1
ESR-3455
JL24
PLI1232.6
ER-0201
JL2&
FLI-1232.5
ER-0201
JU6210-2
FL11232.12
ESR-3445
JUS24
FLI-1232.11
ESR-3445
JU92&
FLI-1232.12
ESR-3445
JUS26-2
FLI'1232.12
ESR-3445
JU528
FL11232.12
ESR-3445
JUS46
FL11232.12
ESR-3445
KLEG3
FL11241.15,
ESR-3444
KST260
FLI-1241.15
ESR-344D
LOTA12
PLI1244.10
IE$R-344r2
L5TA15
FL11244,18
ESR-3445
LSTAIO
FLI-1244.10
ESR-3445
L5TA24
FLI'1244.18
E5R-3445
LSTA30
FL11244.1&
ESR-3445
LSTA36
FL11244.18
E$R-3445
LT5113
FLI1215.3
ER-0200
LTS2013
FL11215.3
ER-0200
LTT131
FLI12113.3
ER-0200
LTW12
FLI1244Z
ESR-34rP5
LLrsT2
FL112402
ESR-3441
MP3
FL11244.22
ESR-3455
MP34
FLI1244,23
ESR-345rp
MP4F
FL11244.24
ESR-3455
MP5
FL11244,22
ESIR-3455
MPH351(a
FL112403
ESR-344"1
MSTA12
FL11244.16
ESR-3455
M5TA15
FLI'1244.18
E5R-34r75
MSTA16
FL11244.la
ESR-3455
M6TA24
PLI-1244.1&
E-SR-3455
MSTA36
FL11244.1&
ESR-3455
MSTC40
FL1124426
ESR-3455
MSTC52
PLI12442ro
ESR-345D
MTUJI2
FL11244.8
ESR-3455
MTWI&
FL11244.8
ESR-3455
MTWIb
FL11244,8
E5R-3455
MTW20
FL11244.8
ESR-3455
MU6_jTI5
121-112403
ESR-344'1
NFM35XI2
FL5182
Evaluation Report
NFM3EsXl(oU
FLE716.3
Evaluation Report
PAU44
FL112313.13
ESR-3449
PAU66
FLI123S.13
ESR-3449
PHV2A
FLI1211t4
ER-0200
FHXU351ro
PLI124120
EBR-3444
RFUS
FL(2223B
Evaluation Report
R650
FL1124421
ESR-3455
RTI�
FL11236.11
ESR-3445
RTI&
FL1173(7.10
ESR-3449
RTIro-2
FL1123&.10
ESR-3448
RT16A
FL11236.10
ESR-�448
RT3A
FL11236.11
ESR-5445
RT4
FL1123(2,11
ESR-34413
RT5
FLI1236,11
ESR-3440
RTI
FLI-1236.11
ESR-3448
RTIA
FLI-1236.11
ESR-3449
RTOA
FLI*1236.11
ESR-3445
8FT22
FLI-1244.30
ESR-3455
SFT24
FLI1244.31
ESR-3455
SPT4
FLI-1244.32
E$R-34brp
SPT6
FLI'1244.32
ESR-3455
SPT5
FLI*1244.32
ESR-3455
SPTH4
FLI*1244.32
ESR-3455
SPTH&
FL11244.32
ESR-3455
SPTH5
FLI1244.32
ESR-34DD
SUH24
FLI-1232,14
ESR-3455
THD26
FLI-1232,11
ESIR-3445
THr>2&-2
FL11232.11
E5R-3445
TPD410
FL11232.11
ESR-3445
TWD412
FL11232.11
ESR-3445
TPID612
FL11232.1-1
ESIR-3445
THDH414
FL11232.11
ESR-3445
UPHD8
FL11215tv
ER-0200
USC53
FL2033.1
Evaluation Report
UGT63F
FL2033.1
Evaluation Report
LJGT$Ev3
FL2033.1
Evaluation Report
GELI-10
FLI1241.1
E51R-1102
GEL-1-22
FLI1241.1
ESR-1102
511*-IF50N Cont-lectore
Simpson Stock No.
Floridd statewide Product
ApprovalNo.
Evaluation Report 5asis
423
FLI0446.2
ESR-260*
HU210-2
FI-1065520
ESR-254eb
WU0212 - 2
FL.10655.23
EM-2541b
PU26
FLI065D.215
E6R-2b4S
PU28-2
FLI06552S
ESR-25413
HU410
r-1-10655.31
ESIR-2541)
WU412
FLI0655.34
ESR-2549
HU610
FLIV&55.44
ESR-254t
WD412
1=1_106r7ep,45
ESR-25413
HD610
FLI0655.51
E8R-25,413
WUCQ410
FLI1466.11
SIM200804
WGA10KT
FL11410.4
6111�00"3
l-GAM10KT
FLI14-10.4
5IM200803
WCP2
FLI0441.2
ESR-2551
HETAI&
FL114-13.5
SIM20OW2
PETA20
FL114'13.rp
SIM200802
HTTle,
FL114-13.5,
ES-01W
WTT22
FL114"13.5
ES-0130
HTS16
FI-10456.22
ESR-2613
HTS20
FLIC456.23
ESIR-2613
WT524
FLI0456.24
E51R-2613
HT930
FL 10456 26
ESR-2613
HTSMI&
FL114713.11
511`1200802
PTSM20
PLI1413.11
SIM20OW2
WGT2
FLI0456.18
ESR-2613
W_2T3
FLI0456.19
EGIR-2613
HUS210-2
FLI0655.132
ESR-254S
HUS212 - 2
FLI0&55?.S3
ESR-254S
HU626
FLI"55,134
E$R-254S
HUS26
FL10655.c36
ESR-254S
HUS28-2
FLI0655,c3l
E5R-25415
LU24
FI-10655.103
ESR-254S
LU?(b
FLI0655.104
E61R-25415
LUS210-2
FIL10655.101
EBR-25415
LUS24
FI-10655.109
ESR-2r74S
LUS26
FLI0655.111
ESR-254cJ
LUS26-7
IFI-10655.112
ESR-254S
LUS26
FL10655.113
ESIR-25415
LU546
FLO655-118
ESIR-25413
LEG3
FLI0661.11
ESR-261r7
M5T60
FLI0652.1
EbR-21015
LSTA12
PLI0852A
ESR-2105
LSTAS
FLOO52A
ESR-2105
LSTAI&
FI-10852.4
E&R-2105
LSTA24
FLI0852A
E5R-2105
LSTA30
FL10852A
ESR-2105
LSTA36
FL10052.90
ESR - 2 105
LTTIS
FL 114S6.3
ER-130
LTT2013
FLII4S6.3
ER-130
LTT131
FL11456.3
ER-130
LTS12
FLI0456.21i
ESR-2613
LGT2
FI-114101
SIM200&03
LS30
FLIC446.15
ESR-2606
A34
PLI0446.3
E$R-2606
LPT4
FL10446.IS
EM-2606
L850
FI-10446.16
ESR-2606
UJIM1416
FL-1066-126
E5R-2615
MSTA12
FL108522
ESR-2105
MSTA15
FLI0652.6
ESR-205,
M6TAIS
FLI0852.15
E&R-2105,
MSTA24
FLI0852.S
ESR-2105
MSTA36
FLI0852.S
ESR-2105
MSTC40
FL10652.11
ESR-2105
MOTC52
r-LI0652.11
E6IR-21015
MTS12
FI-10456.33
ESR-2613
MT61ro
FL 10456.34
ESR-2&13
MT616
FIL 10456.35
ESR-2613
MTUJ20
FLIC456.36
ESR-2613
MGT
FL114-10.S
SIM200803
1`115HA356/1125
FI-10866,12
E5R-2616
MBHA3.56/16?
121-10866.12
ESIR-2616
A5U44
FL10ftO.4
E5R-1672
A5LYP(o
FL]09*0.4
ESIR-1622
WDU2-SD92.5
FI-10441.4
ESR-2330
Gi-TV3.516
FLI066-lb
ESR-2615
FGTR
FL11413.2
SIM200502
C616
FL1005,2.1
ESIR-2105
H I
FLI04565
ESR-2613
HIO
FL1045-6/p
ESR-2613
1410-2
FI-10456.1
ESR-2613
HIOA
FL1045ro,&
ESIR-2613
W3
FLI0456.13
ESIR-2613
H4
FLI0456.14
ESR-2613
145
FLI0456.15
E5R-2&13
H2.5
FLI0456.111
ESR-2613
H2bA
1`1_10456.12
ESR-2&13
Ha
FL11410.3
SIM200803
ePI
FI-104I.EW41
EOR-2613
6102
FLI0456.42
ESIR-2613
SP4
FLI045&A3
ESR-2613
spea
FLI0456.44
ESR-2613
Spa
FLI0456.45
E5R-2613
SPW4
FI-10456.46
EBR-2613
5PH(b
FI-10456.4-1
ESR-2613
SPI-18
FL1045ro.40
ESR-2613
U24
FL10655,141
ESIR-2541b
HHUS20-2
121-10655.3
EOR-25413
HWUS410
FLI0655.4
ESR-25415
HOU55.25/12
FL11468.11
5IM20OW4
I-IGUS414TWIDI-1414
FLI1468.10
SIM20OW4
FL10441.1
E$R-2330
R5C
FLI14-181w
ES-0112
MSTAM24
FL114'13.143
SIM20080*
MSTAM36
121-11413.113
SIM200602
M6TCM40
FL11413.113
SIM200802
HHETA20
FLI14-13.5
SIM200507
LGT3-90625
FLI14-10.1
SIM200803
LGUM26-2-
FLI1413.12
SM200802
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) MAYBE
SUBSTITUTED. SUPPORTING DOCUMENTATION SHALL BE SUPPLIED
AND THE RESPONSIBILITY OF CONTRACTOR AND OR OWNER.
6
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