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TABLE 1405.2
MINIMUM THICKNESS OF WEATHER COVERINGS
COVERING TYPE
MINIMUM THICKNESS
(inches)
Adhered masonry veneer
.025
Aluminum siding
0.019
Anchored masonry veneer
2.625
Asbestos -cement boards
0,125
Asbestos shingles
0.156
Cold -rolled copper
0.0216 nominal
Copper shinglesd
0.0162 nominal
Exterior plywood (with sheathing)
0.313
Exterior plywood (without
sheathing)
See Section 2304.6 (HVHZ,
see Section 2322)
Fiber cement lap siding
0.25 c
Fiber cement panel siding
0.25 c
Fiberboard siding
05
Class -fiber reinforced concrete
panels
.375
Hardboard siding c
.025
High -yield copperd
0.0162 nominal
Lead --coated copperd
0.0216 nominal
Lead -coated high -yield copper
0.0162 nominal
Marble slabs
1
Particleboard (with sheathing)
See Section 2304.6 (HVHZ,
see Section 2315. 1. 11)
Particleboard (without sheathing)
See Section 2304.6 (HVHZ,
see Section 2315. 1. 11)
Porcelain Tile
0.025
Precast stone facing
0.625
Steel (approved corrosion resistant)
0.0149
Stone (cast. artificial anchored)
1.5
Stone (natural)
2
Structural glass
.344
Stucco or exterior Portland cement.
plaster
Three -coat work over:
Metal plaster base
0.875 b nominal
Unit masonry
0.625 b nominal
Cast -in -place or precast concrete
0.625 b nominal
Two -coat work over:
Unit masonry
0.5 b nominal
Cast -in -place or precast concrete
0.375 b nominal
Terra Gotta (anchored)
1
Terra Gotta (adhered)
0.25
Vinyl siding
0.035
Wood shingles
0.375
Wood siding (without sheathing)
0.5
For SI: 1 inch - 25.4 mm.
a. Wood siding of thicknesses less than 0.5 inch shall be placed over
sheathing that. conforms to Section 2304.6. (HVHZ, see Section 2322)
b. Exclusive of texture.
c. As measured at the bottom of decorative grooves.
d. 16 ounces per square foot for cold -rolled copper and lead -coated
copper,12 ounces per square foot for copper shingles, high -yield copper
and leadcoat.ed high -yield copper.
SECTION R704
INSPECTION FOR TERMITES
In order to provide for inspection for termite infestation, clearance
between exterior wall coverings and final earth grade on the exterior of
a building shall not be less than 6 inches (152 mm).
Except. i ons:
1. Paint or decorative cementitious finish less than 8 inch (17.1 [Tim)
thick adhered directly to the masonry foundation sidewall.
2. Access or vehicle ramps which rise to the interior finish floor
elevation for the width of such ramps only.
3. A 4-inch (102 mm) inspection space above patio and garage slabs and
entry areas.
4. If the patio has been soil treated for termites, the finish
elevation may match the building interior finish floor elevations on
masonry construction only.
5. Masonry veneers constructed in accordance with Section R318.4.
1/4" TOOLED JOINT
SMOOTH FINISH - HANDS
CEMENT
TEXTURES)
FINISH
ROUGH FIN15!
TOOLED 5AND DETAIL
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-r-ir-i IROOF PLAN
TABLE 1609. 6(1)
NOMINAL (ASD) GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET
LOCATED IN EXPOSURE B (PSF) 1, 2, 3, 4, 5
ULTIMATE DESIGN WIND (%it)DETERMINED IN ACCORDANCE WITH SECTION 1609.3 (MPH - 3 SECOND GUST)
Width (ft) Height (Ft) 100 MPH 110 MPH 120
MPH 130 MPH 140 MPH 150 MPH 160 MPH 170 MPH ISO
MPH 190
MPH 200 MPH
Roof Angle 0 - 10 degrees
8 8 +10. 0 -10, 0 -10. 5 -1 1. 9+ 12.
5 -14. 2 +14. 7 -16. 6 +17. 1 -19. 3 +19. 6 -22. 2 +22. 3 -25. 2 +25. 1 -28. 5 +28. 2
-31_ 9 +31. 4
-35. 5 +34. 8
-39. 4
10 10 +10. 0 -10. 0 +10. 2 -11, 4 +12.
1 -13. 6 +14. 2 -16. 0 +16. 5-18. 5 +18. 9 -21. 2 +21. 5 -24. 2 +24. 3 -27. 3 +27. 3
-30. 6 +30. 4
-34. 1 +33. 7
-37. 8
14 14 +10. 0 -10_ 0 +10. 0 -10, 8 +1 i.
5 _12. 8 +13. 5 -15. 0 +15. 7 -17. 4 +18. 0 -20. 0 +20. 5 -22. 8 +23. 1 -25. 7 -1-25. 9
-28. 8 i-28. 9
-32. 1 +32. 0
-35. 6
Roof Angle 0 > 10 degrees
9
1 7
I +10. 0 -10. 9
+11. 4 -12. 9
t 13.
7 15. 5
+16. 1 -18. 2
+18. 5 -20. 9
+21. 3 -24. 1
+24. 3 -27. 5
+27. 6� 31. 2
+30. 6
-34-. 6
+34. 2
-38. 6
+38. 0 -43. 0
16
7
I +10. 0 -10. 3
+10. 9 -12. 2+
13.
1 14. 6
-15. 5 -17. 2
+17. 7 -19. 7
+20. 4 -22. 7
+23. 3 -26. 0
+26. 4 f 29. 4
+29. 3
-32. 6
+36. 4 -40, 5
78 MPH
85 MPH
93
MPH
101 MPH
108 MPH
116 MPH
124 MPH
132 MPH
139
MPH
147
MPH
155 MPH
or Si: 1
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
'. o dco
sizes or wind speeds
between thr)se
given above the load may be interpolated, otherwise use the
].odd associated with the lower door size.
2 lo,.,:
.c es shall be adjusted
for height
and exposure by multiplying by the adjustment coefficient in
table 1609.6(2). minirnurn positive wind load
si.all
b� 10 psf and minimum r!,;gative
wind
load shall be 10 psf.
Pr
a minus signs signify pressures
acting
toward and away from the building surfaces.
l Ki,.
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ATTIC VENTILATION - FLORIDA BUILDING CODE
Total Area Under Roof
1,024.00
Square Feet (SF)
Total Required Ventilation
6.83
SF
Total Area / 150
Area
Total Required Ventilation
3.41
SF
Reqd Area / 2
Area at Soffits
Total Required Ventilation
3.41
SF
Reqd Area / 2
Area at Roof
Overhang Dimension
1,33
Feet
Ventilation Examples -Owens Corning
Ventilation
Required
At Soffit
Units
Units
Ca acit
Vent
Triple 4" Center Vent
1.56
sq in / ft
315.08
Feet
Triple 4" Full Vent
4.68
sq in / ft
105.03
Feet
Double 5" Full Vent
4.25
sq in / ft
115.65
Feet
Ventilation
Required
At Roof
Units
Units
Capacity
Vent
Ventsure Metal Dame
with Screen
144
sq in
4
Vents
Ventsure High Profile
Slant Back Roof Vent w/
50
sq in
10
Vents
Exterior Louver
Ventsure Plastic Slant
Back Roof Vent w /
61
sq in
9
Vents
Interior Louver
Ventsure Rigid Strip
Ridge Vent, Externally
15
sq in / ft
33
Feet
Baffled
Truss Systems Ene -Ineer lne by others
TRUSS MANUr- ACTURER TO
PROVIDE SIGNED AND
SEALED TRUSS DRAWINGS
INCLUDING BRACING
DETAILS,
WIND DESIGN INI'OfIZ-1ATION
I. Wind Speeds of 13e 1"iPH Vult 4 100 MPH Vaeb
2, Risk Category = II
3. Exposure Category B
4, Enclosed Building, (ecpi = +I- 0.18)
5, Component 4 Cladding Pressures (PSF):
R = 31.2,-40.0 W = 33.2,-43.4 OH= -55.6
NOTE: WIND LOAD CALCULATION5 ARE EASED ON
WORST CASE' . ALL CONNECTORS WILL BE UNIFORM
FOR SIMILAR USES.
THIS STRUCTURE HAS BEEN DESIGNED TO WITHSTAND
INTERNAL PRESSURES, ENCLOeED BUILDING.
I! ill1l1- 1112[agwoll,16'21 Ztlel[ll��►
I. This C:Garage is to the ith Edition (2020) FEBC (Florida Bullding Code) type construction
requirements. Construction shall comply with local County and state agenclee.
2. All openings around walls, partitions, pipes, ducts, conduits etc.-, shall be sealed fully
and sound proofed with sealants of type for application.
3. Painting- All surfaces shall be properly prepared and cured to manufacturer's
Instruction prior to painting. Paint shall be ''first line'' produced by PORTER, SNERWIN
WILLIAMS, or equal with colors selected by the owner. All painted surfaces shall be
painted with materials appropriate for the application in a workmanship manner to the
paint manufacturer's instruction.
4. Caulk all exposed joints. Clean, prime, caulk and seal all joints between door and
window frames with DOW CORNING silicon of type for application. Use foam back-up
rods as required at wide joints. Use acoustical foam sealants by DAP or TREMCO at
sound proofing applications at openings or cracks.
5. Energy Code - These plans where designed with common design practices. However, this does not
guarantee that this plan will pass the "Florida Energy Code". These plans shall be reviewed by a
proper HVAC professional and shall pass the "Florida Energy Code" or recommendations From such
Professional shall be provided to the Home Designer (Corner Stone Design Group, Inc.) so as to
meet such requirements.
2319. 17. 1. 2
Where a ceiling is to be attached directly to the underside of trusses,
the trusses shall be laterally braced with continuous 1-inch by 4-inch
(25 mm by 102 mm) members nailed with 8d common nails to the upper side
of the bottom chord at panel points but not to exceed 10 feet (3 m)
apart. This lateral bracing shall be restrained at each end and at
20-foot (6 m) intervals. Drywall may be considered a rigid ceiling in
enclosed areas where it is protected from the elements. The drywall
ceiling is not to be considered a ceiling diaphragm.
TOP/BOTTOM CHORD GABLE
END BRACING @ 48" C. C. MAX
FOR THE FIRST 4 ROWS OF
TRUSSES
n
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C
CONT. BOTTOM CHORD
BRACING (1"x4" MIN. ) @
10' -0" MAX.
SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY
ADDITIONAL BRACING OR CROSS BRACING REQUIREMENTS
1 . L
2 4 " O.G.
I
(2) 166 NAILS
2x4 DIAG. BRACE
(FOLLOW TRUSS
RS
MANUFACTURERS
RECOMMENDATION
(2) 16d NAILS
\ "L" 5RAGE C�451_E
END TRUSS
/2X4xa LATERAL
t31RACINIG GONTINOU5
9 40" O.C.
(5) 16d NAILS
GABLE D DIAGONAL BRACE DA"'
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Date: 2022.04.12
b4E0000 15) DA 14:33:53-04'00'
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__D_00FZ ecHr=D"IE, OUT eu)IN 0O 15
;BOOR
FR ,4ME
r 3L OCK
D: SCRPT ION
71 _868 ---- - - -
3068
ROUGH OPENING
34" x 80 7/8"
38" x 80 7/8
ROUGH
-37" x 8: 3 '8" --
41 x 82 3/8"
3068 w/ NGLE 1068 LIGHT
_ - -
( 51 1/2" x 80 7/8"
54 1/2" Y, 82 .3/8"
3068 w DOUBL.E 1068 ICHT
i L
-
I 65" x 7 80 8"
x
68' 82 3 8"
6068
75" x 80 7/8"
78" x 82 3/8"
2880
34" x 96 7/8"
37" x 98 1/2"
30800
3080 wl SING _E 1G8G LIGHT _
3C80 w/ DOUBLE 1080 LIGHTS
6080
�w'"
6080 .,i DOUBLE 1180 LIGHTS
28 x 96 7/8"
96 7 _5i 1 2" x 8
65" x 96 7/8"
75" x 96 7/8�
102 1/4" x 96 7/8'
41 x 93 1121,
x
54 1 /2 _ a 8 1/2"
64" x 98 1/2"
y8" x 98 1 /2"
105 1/4_ x 98 1/2"
6080 w/ DOUBLE 3080 LIGHTS J
6080 w/ DOUBL: 2880 LIGHTS
6080 w/ DOUBLE 1280 LIGHTS
150 1/4_- x 96 7/8"
142 1/4" x 96 7/8"
69" x 96 7/8'.
-153 1/4" k 98 1/2
145 1/4" x 98 1/2"
72" x 98 1/2"
NOTE_ THE ABOVE )OOR CHART FITS MOST DOOR MANUFACTURERS DOORS
HOWEVER THE CONTRACTOR SHALL VERIFY WITH CHARTS / DOCUMENTATION
PROVIDED WITH SPECIFIC DOOR MANUFACTURER,
'UINi70UJ iOldC�i� tii��NINC� �I�;AR"i-
__ _ -
BLOCK CONSTRUCTION FRAME CONSTRUCTION
WINDOW (1/2" FLANGE) -- (Ii2" FLANGE)
CODE --- ---
WII3TH HEIGHT WIDTH HEIGHT
12 SH
13 SH
-I}
19 7/8",. x _-_ 20"_
19 7/8"" x 38 3�
19 1/4„_---x 26 1/4"
t9 1/4" _38 x 5
14 S
_
19 7/8"i; x- 5D 5/8"
_
19 7/4x 50 7/8"
15 SH
-
19 7/8" x 63"
19 1/4 x 63 1/4"
16 SH
19 7/8"" x 76 4
19 1/4 x _ 76 3 4"
H32 S'-i
27 1/4" x 26"
26 5/8" x 26 1/4�
1133_SH
1-1-135
27 1/4" x 35 1/4"
26 5/8' x 38 5/8'_I
H34 SH
27 1/4" x NOW
26 5/8"_ x - 50_2�8"
SH
27 1/4" x _ 83"
26 5/8" x_ _ 631Z4"
-H36 SH
27 1/4" x _ 76 3 4"
26 5/8" x--__.76 3 4"
22 SH
37 3 4" x 26"
37 1 8" x 26IZ4"
23 SH
37 3/4" x 38 1/4"
37 / 38 5/8"
24 SH
3 3 4" x 50 5/8"_
_
37 1�x 50 7/8"
2WE SH
_
37 3 4" x 56" �37_V8"
---
x _ 56 1/4"
25 SH
37 3/4" x 63" _
37 1/8" x 63 1/4"
266 SH
37 3/4" x 76 3 4"
37 1/8" x _ 76 3 4"
32 SH
53 7/8" x 26"
---
i 53 1/4" x 26 1/4"
-----
33 SH 1--5
3 7/8" x 38 1/4"
53 1/4" x 38 5/8"
_34 SH -
L53 7/8" x 50 5/8"
53 1/450 7/8"
I
3WE Si 53 !_ " 7 8" x 56
/
_x -_-_.-
"
53 1 4_
/ x 56 1/4"
_I
35 SFt +53 7/8" x 63"
53 1/4" x 63 1/4"
36 SH
i 53 7/8" x -_ 76 3 d"
53 1/4" x
( 2) 22 SP' s
(2) 32 SH' s
( 2) 23 SH' s
74 3/4" x 2C _ _ _1
107" x 26"
74 3 4" x 38 1/4
CHECK WITH MANUF.
HEE CK WITH MANUF
CH
C4E WITH MANUF.
(2) 33 SH's
107" x 38 1/4"__I
CHECK WITH MANUF.
(2) 24 SH' s
74 3 4" x 50 5/8"
CHECK WITH MANUF.
(2) 34 SH's
107" x 50 5/8"
CHECK WITH MANUF_.
(2) 25 SH's
74 3 4" x 63'
CHECK WITH_ MANUF.____
I(2) 35 SH's
_
107" _ x 63"
CHECK WITH MANUF.
*NOTE: THE ABOVE WINDOW CHART FITS MOST WINDOW MANUFACTURERS
WINDOWS HOWEVER THE CONTRACTOR SHALL VERIFY WITH CHARTS /
DOCUMENTATION PROVIDED WITH SPECIFIC WINDOW MANUFACTURER-
tt
m
I
2'-4" 1< 115'-0"
ALL INTERIOR DIMENSIONS ARE GIVEN TO THE INDICATED
CENTER OF THE STUD UNLESS NOTED OTHERWISE.
ALL EXTERIOR DIMENSIONS ARE GIVEN TO E THE FACE OF THE
STUD OR FACE OF BLOCK (AS APPROPRIATE) WHICH LINES
WITH THE FOUNDATION BELOW.
ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED OR APPROVED CEDAR, OR HAVE 15 LB.
FELT BARRIER.
SEE SHEETS - S1, S2 AND ADDITIONAL "S" SHEETS
FOR ADDITIONAL STRUCTURAL DETAILS / NOTES
R602.1 GENERAL. WOOD AND WOOD -BASED PRODUCTS USED
F -
- I
ORLOAD SUPPORTING PURPOSES SHALL CONFORM
TO THE
APPLICABLE PRO -VISIONS OF THIS SECTION.
R602.1.1 SAWN LUMBER. SAWN LUMBER SHALL BE
IDENTIFIEDBY A GRADE MARK OF AN ACCREDITED LUMBER
GRADING ORINSPECTION AGENCY AND HAVE DESIGN VALUES
CERTIFIED BY ANACCREDITATION BODY THAT COMPLIES WITH
DOC PS 20. IN LIEUOF A GRADE MARK, A CERTIFICATION OF
INSPECTION ISSUED BY ALUMBER GRADING OR INSPECTION
AGENCY MEETING THE REQUIRE-MENTS OF THIS SECTION SHALL
BE ACCEPTED.
R602.1.2 END -JOINTED LUMBER. APPROVED
END-JOINTEDLUMBER IDENTIFIED BY A GRADE MARK
CONFORMING TO SECTIONR602.1 SHALL BE PERMITTED TO BE
USED INTERCHANGEABLY WITHSOLID-SAWN MEMBERS OF THE
SAME SPECIES AND GRADE. END -JOINTED LUMBER USED IN AN
ASSEMBLY REQUIRED ELSEWHERE INTHIS CODE TO HAVE A
FIRE -RESISTANCE RATING SHALL HAVE THE
DES-IGNATION "HEAT RESISTANT
ADHESIVE" OR "HRA" INCLUDED INITS GRADE MARK.
R602.1.3 STRUCTURAL GLUED -LAMINATED TIMBERS.
GLUED -LAMINATED TIMBERS SHALL BE MANUFACTURED AND
IDENTIFIED ASREQUIRED IN ANSI/AITC A190.1 AND ASTM
D3737.
R502.1.4 STRUCTURAL LOG MEMBERS. STRUCTURAL LOG
MEM-BERS SHALL COMPLY WITH THE PROVISIONS OF ICC 400.
R602.1.5 STRUCTURAL COMPOSITE LUMBER.
STRUCTURALCAPACITIES FOR STRUCTURAL COMPOSITE LUMBER
SHALL BE ESTAB-LISHED AND MONITORED IN ACCORDANCE WITH
ASTM D5456.
R602.1.6 CROSS -LAMINATED TIMBER. CROSS -LAMINATED
TIM-BER SHALL BE MANUFACTURED AND IDENTIFIED AS
REQUIRED BYANSI/APA ERG 320.
R602.1.7 ENGINEERED WOOD RIM BOARD. ENGINEERED WOODRIM
BOARDS SHALL CONFORM TO ANSI/APA ERR 410 OR SHALLBE
EVALUATED IN ACCORDANCE WITH ASTM D7672.
STRUCTURALCAPACITIES SHALL BE IN ACCORDANCE WITH
EITHER ANSI/APAPRR 410 OR ESTABLISHED IN ACCORDANCE
WITH ASTM D7672.RIM BOARDS CONFORMING TO ANSI/APA PRR
410 SHALL BEMARKED IN ACCORDANCE WITH THAT STANDARD.
32'-0"
-4" I. 8'-0" I T-4"
R602.1 GENERAL. WOOD AND WOOD -BASED PRODUCTS USED
FORL..OAD-SUPPORTING PURPOSES SHALL CONFORM TO THE
APPLICABLE PRO --VISIONS OF THIS SECTION.
R602.1.8 WOOD STRUCTURAL PANELS. WOOD STRUCTURAL
PANELSHEATHING SHALL CONFORM TO DOC PS 1, DOC PS 2 OR,
Nd,H
ENMANtJFACTURED IN CANADA, CSA 0437 OR CSA 0325.
PA JtLSSrIALL BE IDENTIFIED NT ED OR F GRADE, BOND
CLASSIFICATION, AND PER-FORMANCE CATEGORY BY A GRADE
MARK OR CERTIFICATE ORINSPECTION ISSUED BY AN APPROVED
AGENCY.
R602. 1. 9 PARTICLEBOARD. PARTICLEBOARD SHALL CONFORM
TOANSI A208.1. PARTICLEBOARD SHALL BE IDENTIFIED BY
THEGRADE MARK OR CERTIFICATE OF INSPECTION ISSUED BY
ANAPPROVED AGENCY.
R602.1.10 FIBERBOARD. FIBERBOARD SHALL CONFORM TOASTM
C208. FIBERBOARD SHEATHING, WHERE USED STRUCTUR-ALLY,
SHALL BE IDENTIFIED BY AN APPROVED AGENCY AS
CON -FORMING TO ASTM C208.
P,602.2 GRADE. STUDS SHALL BE A MINIMUM NO. 3, STANDARD
ORSTUD GRADE LUMBER.
EXCEPTION: BEARING STUDS NOT SUPPORTING FLOORS AND
NON -BEARING STUDS SHALL BE PERMITTED TO BE UTILITY
GRADE I_.UMBER,PROVIDED THE STUDS ARE SPACED IN
ACCORDANCE WITH TABLER602.3(5),
R602.3 DESIGN AND CONSTRUCTION. EXTERIOR WALLS OF
WOOD -FRAME. CONSTRUCTION SHALL BE DESIGNED AND
CONSTRUCTED WITH INACCORDANC E HE PROVISIONS OF THIS
T T
CHAPTER ,AND FIGURESR602.3(1) AND R602.3(2), OR IN
ACCORDANCE WITH AWC NDS.COMPONENTS OF EXTERIOR WALLS
SHALL_ BE FASTENED IN ACCORDANCEWITH TABLES R602.3(1)
THROUGH 13602.3(4). WALL SHEATHINGSHALL BE FASTENED
DIRECTLY TO FRAMING MEMBERS AND, WHEREPLACED ON THE
EXTERIOR SIDE OF AN EXTERIOR WALL, SHALL BE CAPA-BLE
OF RESISTING THE WIND PRESSURES LISTED IN TABLE
R301.2(2)ADJUSTED FOR HEIGHT AND EXPOSURE USING TABLE
R301. 2( 3) ANDSI-TALL CONFORM TO THE REQUIREMENTS OF
TABLE R602.3(3). WALLSHEATHING USED ONLY FOR EXTERIOR
WALL COVERING PURPOSES SHALLCOMPLY WITH SECTION R703.
STUDS SHALL BE CONTINUOUS FROM SUPPORT AT THE SOLE
PLATE TO ASUPPORT AT THE TOP PLATE TO RESIST LOADS
PERPENDICULAR 10 THEWALL. THE SUPPORT SHALL BE A
FOUNDATION OR FLOOR, CEILING ORROOF DIAPHRAGM OR SHALL
BE DESIGNED IN ACCORDANCE WITHACCEPTED ENGINEERING
PRACTICE.
EXCEPTION: JACK STUDS, TRIMMER STUDS AND CRIPPLE STUDS
ATOPENINGS IN WALLS THAT COMPLY WITH TABLES R602.7(1)
ANDR602. 7(2) .
C 4R4 iE: 102.4 SF
LE�END
DOOR 51ZE FEET (HGT. (o'-8"
UNLESS NOTED OTHERWI5E)
DOOR 51ZE INCHES
0
PH
EPiRE-HUNC:r (PH) or WRAP (W)
or POCKET (PKT)
WINDOW 51ZE
3� 5N
PLATE HCzT. a 10'-0" A.F.F.
® BEARING WALL
ALL CMU WALLS CONSIDERED SHEAR WALL
CELL POURED 50LID W/ (I/*5
FROM FTG. TO BOND BEAM
LOAD SUMMARY
DESCRIPTION
kVA
GENERAL LIGHTING'
1024 Sq. Ft. @ 3 Watts per Sq. Ft =
' 3.1
First 10 kW @ 100% =
10.0
Remainder at 35% -10.0 kw x .35 _
-3.50
HEATING - _
1-AH w/Heat =
6.8
1-HP _
6.7
TOTAL CALCULATED
20.0
Calculated load for service size IE 20.0 kW
divided by 230V = 87.0 Amps
Amps
100A SERVICE.
------E Lo IS LZ A N
ELECTRICAL sllr�BOLS LEGEND
"
CEILING LIGHT
®
200 AMP. PANEL
Q
TELEVISION PRE -WIRE
J
-{r}
4
RECESSED CAN LIGHT
-'--------e
r--------
SHOP FLUORESCENT
LIGHT
SZ
TELEPHONE PRE -WIRE
110V DUPLEX RECEPTACLE
f -------'
2'X 4' FLUORESCENT
(1s,
SMOKE ALARM
CARBON MONOXIDE
220V OUTLET
I
LIGHT
DETECT OR
IF
IIOV GP.I.. OUTLET
TRACK LIGHTING
JUNCTION BOX
SWITCHED DUPLEX
4
PU5H BUTTON
REC.
A I HT
BEAUTY BR LIGHT
TCJ E
CHIMES,
Epbppbp�7
OUTLET (HWH, AH, ETC.)
_
\\\�
"N
FLOOD LIGHT
$
SINGLE POLE SWITCH
d
BRACE !
DOOR BELL CHIME
$3
11
THREE WAY LIGHT SWITCH
1
/
PRE -WIRE
FOR FAN
�
ELECTRICAL WIRING
V 1
GARAGE DOOR OPENER
�
i
r 1
L J
EXHAUST FAN
O
LIGHT/EX, FAN
INTERIOR ELECTR IC4L OUTLET LOC147I ON
PADDLE FAN SWITCH
(LOCATE OVER FAN
LIGHT SWITCH)
LIGHT SWITCH
DUPLEX OUTLET AT
KITCHEN COUNTER, REFRIG.,
WASHER AND GARAGE OUTLETS
DUPLEX OUTLET AT
o VANITY COUNTER
0
STANDARD
DUPLEX OUTLET
0
0
250.94 BONDING FOR OTHER SYSTEMS. AN INTERSYSTEM BONDING TERMINATION
FOR CONNECTING INTERSYSTEM BONDING AND GROUNDING CONDUCTORS
REQUIRED FOR OTHER SYSTEMS SHALL BE PROVIDED EXTERNAL TO
ENCLOSURES AT THE SERVICE EQUIPMENT AND AT THE DISCONNECTING MEANS
FOR ANY ADDITIONAL BUILDINGS OR STRUCTURES. THE INTERSYSTEM BONDING
TERMINATION SHALL BE ACCESSIBLE FOR CONNECTION AND INSPECTION. THE
INTERSYSTEM BONDING TERMINATION SHALL HAVE THE CAPACITY FOR
CONNECTION OF NOT LESS THAN THREE INTERSYSTEM BONDING CONDUCTORS.
THE INTERSYSTEM BONDING TERMINATION DEVICE SHALL NOT INTERFERE WITH
OPENING A SERVICE OR METERING EQUIPMENT ENCLOSURE,
THE INTERSYSTEM BONDING TERMINATION SHALL BE ONE OF THE FOLLOWING:
(1) A SET OF TERMINALS SECURELY MOUNTED TO THE METER ENCLOSURE
AND ELECTRICALLY CONNECTED TO THE METER ENCLOSURE. THE
TERMINALS SHALL BE LISTED AS GROUNDING AND BONDING
EQUIPMENT.
(2) A BONDING BAR NEAR THE SERVICE EQUIPMENT ENCLOSURE, METER
ENCLOSURE, OR RACEWAY FOR SERVICE CONDUCTORS. THE
BONDING BAR SHALL BE CONNECTED WITH A MINIMUM r ALUG
COPPER CONDUCTOR TO AN EQUIPMENT GROUNDING
CONDUCTOR(S) IN THE SERVICE EQUIPMENT ENCLOSURE, METER
ENCLOSURE, OR EXPOSED NONFLEXIBLE METALLIC RACEWAY.
(3) A BONDING BAR NEAR THE GROUNDING ELECTRODE CONDUCTOR.
THE BONDING BAR SHALL BE CONNECTED TO THE GROUNDING
ELECTRODE CONDUCTOR WITH A MINIMUM 6 AUG COPPER
CONDUCTOR
(3)2/O,4C;
(3)2/0
TO UTILI1
TRAN5FORM
ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO ALL APPLICABLE CODES SUCH AS THE NATIONAL
ELECTRICAL CODE 201-1, LOCAL ORDINANCES AND POWER COMPANY REGULATIONS.
SUBCONTRACTOR SHALL BE LICENSED, CARRY ALL APPLICABLE.INSURANCE, AND HAVE A CURRENT COUNTY
OCCUPATIONAL LICENSE. AS ALLOWED, CONNECT ADDITIONAL ELECTRICAL TO EXISTING CIRCUITS.
SUBCONTRACTORS SHALL INCLUDE ALL SPECIAL FEES AND PERMITS, LABOR AND MATERIAL, EQUIPMENT AND
ELECTRICAL ENGINEERING NECESSARY TO PROVIDE AN APPROvED WORKING SYSTEM. LIGHT FIXTURES EXCLUDED
EXCEPT FOR FLUORESCENT FIXTURES AND REGE55ED LIGHTS,
CONCRETE -ENCASED ELECTRODE. AN ELECTRODE ENCASED BY AT LEAST 2" GF CONCRETE, LOCATED WITHIN
AND NEAR THE BOTTOM OF THE CONCRETE FOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH THE
r
CONSISTING G;= AT LEAST 2Pr FT. OF ONE O MORE BARE OR ZING GALVANIZED OR OTHER ELECTRICITY
EARTH, R R
CONDUCTIVE COATED STEEL REINFORCING BAR5 OR RODS OF NOT LESS THAN 1/2 INCH DIAMETER, OR CONSISTING
OF AT LEAST 20 FEET OF BARE COPPER CONDUCTOR NOT SMALLER THAN 4 AWG. REINFORCING BARS SHALL BE
PERMITTED TO BE BONDED TOGETHER BY THE USUAL STEEL TIE WIRES OR OTHER EFFECTIVE MEANS."
210,12 ARC -FAULT CIRGUIT-INTERRUPTER PROTECTION.
(A) DEFINITION: ARC -FAULT CIRCUIT INTERRUPTER (AFCI). A DEVICE INTENDED TO PROVIDE PROTECTION FROM
THE EFFECTS OF ARC FAULTS BY RECOGNIZING CHARACTERISTICS UNIQUE TO ARCING AND BY FUNCTIONING TO
DE -ENERGIZE THE CIRCUIT WHEN AN ARC FAULT IS DETECTED.
(B) DWELLING UNITS. ALL 120-VOLT, SINGLE PHASE, 15- AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS
INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLOR-5, LIBRARIES, DEN5,
BEDROOMS, SUNRCOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND OTHER SPECIFIED ROOMS OR AREAS
SHALL BE
PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE, INSTALLED TO PROVIDE
PROTECTION OF THE BRANCH CIRCUIT.
CARBON MONOXIDE ALARMS
R315.1 CARBON MONOXIDE PROTECTION. EVERY SEPARATE BUILDING OR AN ADDITION TO AN EXISTING BUILDING FOR
WHICH A PERMIT FOR NEW CONSTRUCTION IS ISSUED AND HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, A
FIREPLACE, AN ATTACHED GARAGE, OR OTHER FEATURE, FIXTURE, OR ELEMENT THAT EMITS CARBON MONOXIDE 45 A
BYPRODUCT OF COMBUSTION SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 10 FEET
(3048 mm) OF EACH ROOM USED FOR SLEEPING PURPOSES_
EXCEPTION: TH15 SECTION SHALL NOT APPLY TO EXISTING BUILDINGS THAT ARE UNDERGOING ALTERATIONS OR
REPAIR UNLESS THE ALTERATION IS AN ADDITION AS DEFINED IN SECTION R315.13.
R315.1.1 CARBON MONOXIDE ALARM. THE REQUIREMENTS OF SECTION R315.1 SHALL BE SATISFIED BY PROVIDING FOR
ONE OF THE FOLLOWING ALARM INSTALLATIONS:
11) A HARD -WIRED CARBON MONOXIDE ALARM.
12) A BATTERY -POWERED CARBON MONOXIDE ALARM.
(3) AHARD-WIRED COMBINATION CARBON MONOXIDE AND SMOKE ALARM.
(4) A BATTERY -POWERED COMBINATION CARBON MONOXIDE AND SMOKE ALARM.
R315.1.2 COMBINATION ALARMS. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED
BY A NATIONALLY RECOGNIZED TESTING LABORATORY.
R315.13 ADDITION SHALL MEAN: AN EXTENSION OR INCREASE IN FLOOR AREA, NUMBER OF STORIES OR HEIGHT OF A
BUILDING OR STRUCTURE
,4LL ELECTfRICAL SWITCHES/
OUTLETS, ETC- TO E3t'10UN T ED
,450VE THE 5,45E FLOOD
ELEVATION. (SEE SITE f'LAN
FOfR E3,45E EL V,47ON)
GU
:-CORDANCE
2�,O
Digitally signed by
5i,'ned andsealed b 1.1- Vinson N lf)7/ /,,,
IilC7�"1"1a5 g Y g u�ingel)�gitultiekn�hrr;uuielstc e T,-,f
Thornas L Printed cep ies of Lhi dotum jif
Hanson:A0141 0 Hanson:AO 14 1 OD000001 aI q 5
, n I eo nsidei d gn, i mid
Q00077E 77EF31 B4E000015ADA �aLed Ind the s1� n �Wie must h
its a��
Date: 2022,04.12 verified (m any eledre:ntc e Aw
B4E000015ADA 14:35:37-04'00'
�1�1_ 0� I:, 1 0. 11 V 51-011 V 51-oll V rol-oil
20"x Iro" CONTINUOUS CONCRETE FOOTING—
w/(2)S REBAR ON CHAIRS e 41-011 O.C.
3-1/2" CONCRETE Lulro "X ro "X 10/10 W.W. MESH
JI
REINFORCING REQUIRED THROUGHOUT THE
CONCRETE SLAB OR SYNTHETIC FIBER
RE INFORCEMENT
_W5�
WICELL POURED SOLID ' a'-O'l O.C. MAX LI
(STEM WALL) (BELOW FINISHED FLOOR)
100.00'
(Y-
NK_
W
I" DEEP RECESS
10 WIDE (TTF,)
X
2'-4"
4' V-011
2'-4"
0 21 4'
WT11'14 1�1 I
THE FOUNDATION HAS BEEN F_)E,5lGNEE) FOR A
MINIMUM LOAD -BEARING PRESSURE OF 2000
POUNDS PER SQUARE FOOT
SECTION 1907
MINIMUM SLAB PROVISIONS
1907.1 General. The thickness of concrete floor slabs supported directly on the ground shall not be less
than 3 1/2 inches (89 mm). A 6-mil (0.006 inch; 0-15 rom) polyethylene vapor retarder with joints lopped not
less or than 6 inches (152 mm) shall be placed between the base course subgrade and the concrete floor
slob, or other approved equivalent methods or materials shall he used to retard vapor transmission through
the floor slob.
Exception: A vapor retarder is not required:
1. For detached structures accessory to occupancies III Group R-3, such as garages, utility buildings or
other unheated f acilities.
2. For unheated storage rooms having an area of less than 70 square feet (6.5 m2) and carports attached to
occupancies in Group R-3.
3. For buildings of other occupancies where migration of moisture through the slab from below will not be
detrimental to the intended occupancy of the building.
4. For driveways, walks, patios and other flotwork which will not be enclosed at a later date.
5. Where approved based on local site conditions.
tMENT"C'
ALL GMU WALLS CONSIDERED SHEAR WALL
CELL POURED SOLID wl (005
FROM FTC. TO BOND BEAM
-30 WICELL POURED SOLID
,a V-0" O.G. MAX. (STEM WALL)
CONTROL JOINT (SAW CUT)
Ah 1.00-00' FINISHED FLOOR ELEVATION
1q__1 (ASSUMED DATUM)
0 TIE MAX BOLTS Q ro'-O" O.G. 4
12" FROM ANY CORNER
E=_3 WINDOW OR DOOR OPENINGx
LOCATIONS
SECTION R318
PROTECTION AGAINST TERMITES
R316J Termite Protection. Termite protection shall be provided by registered termitIcides, including soil applied
pesticides, baiting eyetems, and pesticides applied tc wood, or other approved methods of termite protection
labeled for use as a preventative treatment to now ccnstructIcn. See Section 202, REGISTERED TERNITfCIDE.
Upon Completion or the application of the termite protective treatment, a Certificate of Compliance shall be
Issued to the building department by the licensed peat Control company that contains the following
statement; . The building has received a Complete treatment For the prevention of subterranean
termites. Treatment 16 In accordance with rules and laws established by the Florida Department of Agriculture and
Consumer Services:,
R31511 If soil treatment is used For subterranean termite prevention, the initial chemical soil treatment Inside the
foundation perimeter shall be done after all excavation, backnillne and compaction Is complete.
R318.1.2 IF soil treatment Is used for subterranean termite prevention, soil area disturbed after Initial Chemical soil
treatment shall be retreated with a cherrical soil treatment, including spaces boxed or formed.
.
R318.1.3 If soil treatment Is used for subterranean termite prevention, apace in Concrete floors boxed out or
formed for the subsequent installation of Plumbing traps, drains or any other purpose shall be created by using
plastic or metal permanently placed Forms or surnalent depth to eliminate any planned soil disturbance after
Initial chemical soil treatment,
R318.1.4 IF soil treatment Is used For subterranean termite prevention, clesmicalIV treated boll shall be otected with
a minimum 6 mil vapor retarder to protect against rainfall dilution. if rainfall occurs before vapor retarder
placement, retreatmeont Is required. Any work, Including placement of reinforcing steel, one after chemical
treatment until the Concrete Floor is poured, shall be Core in such manner as to avoid penetrating or disturbing
treated soil.
R318.IAE5 IF soil treatment Is used For subterranean termite prevention, concrete overpour or mortar accumulated
along the exterior foundation perimeter shall be removed prior to exterior chemical soil treatment to enhance
vertical penetration or the ofnemicale.
R315.1.6 If aoll treatment Is used for subterranean termiteprevention„ Chemical soil treatments shot[ also be
applied under all exterior concrete or grade within I foot (305 mm) or the primary structure eldsswall&_ Also, a
vertical Chemical barrier aha!] be applied promptly after construction is completed, including initial landscaping
and Irrigation/sprinkler installation. Any soil disturbed after the Chemical vertical barrier is aptollsol erali be,
promptly retreated.
R3011 If a registered termitIctce formulated and registered as a bait system is used for subterranean termite
prevention, Section R318.1.1 through Section R318.1,ro do not applV however, a elered Contract assuring the
installation, maintenance and monitoring or the baiting system that is in compliance with the requirements or
Chapter 482, Florida Statutes, shall be provided to the building official prior to the pouring OF the slab, and
the system must be Installed prior to final building approval. IF the baiting system directions For use require a
monitoring phase prior to installation of the pesticide active ingredient, the Installation of the monitoring phase
components "If be deemed to constitute Installation or the system.
R318J.8 IF a registered termiticlole Formulated and registered as a wood treatment Is used for subterranean
termite prevention, Sections R3181.1 through R318.110 do not apply. Application or the wood treatment termiticicle
shall be as required by label dlrectlon5 For use, and must be completed prior to Final building approval.
R318.2 Penetration. Protective sleeves around piping Penetrating Concrete slab -on -grade floors al -all not be
of callulosecontalnine materials. If soil treatment Is used for subterranean termite protection, the slasVs 61'1811
have a maximum wall thickness of 0,010 Inch (025 mm), and be sealed within the elab using a noncorrosive
clamring device to eliminate the annular apace InCtweler the pipe and the sleeve- No termitloldes shall be
1,
app led Inside the sleeve.-
R-31,53 Clearing. Celle and cavities in masonry units and air gape, between br[ck, stone or masonry veneers and the
structure of -all be cleared of all nonpre5ervative-treated or nonnaturally durable wood, or other
cellulose -containing material prior to Concrete placement_
Exception:Inorganic material manufactured for closing Cella In foundation concrete masonry unit construction or
clean earth fill placed In concrete masonry unit voids below elalb level before termite treatment is performed.
R318A Concrete bearing ledge. Brick, stone or other veneer shall be supported by a concrete bearing ledge
at least equal to the total thickness of the brick stone or other veneer which Is poured Integrally with the
concrete foundation, No supplemental concrete Foundation pours which will create a hidden -old joint shall be
used without supplemental treatment In the Foundation unless there is an approved physical barrier. An
approved p+yjalcal barrier shall also be installed From below the wall slit plate or first block course horizontally
to embed in a mortar joint. If masonry veneer extends below grade, a termite protective treatment must be
applied to the cavity created between the veneer and the foundation, In ilou or a physical barrier.
Exception: Veneer supported by a structural member secured to the foundation eldewall In accordance with ACI
530/ASCE 5/TMS 402, provided at least a & Inch (152 mm) clear Inspection apace of the Foundation sidewall
exterior exists between the veneer and the top of any soil, sod, mulch or other organic landscaping component,
deck, apron, porch, walk or any other work immediately adjacent to or adjoining the structure.
R318.5 Protection against decay and termites. Condensate lines, Irrigation/sprinkler system risers for spray hsade,
and roof downspouts shall discharge at least I foot (305 mm) away from the structure stclewall, whether by
underground piping, tall extensions or splash blocks. Gutters with downspouts are required on all buildings with
eaves of less than & inches (152 mm) horizontal projection except For gable end rakes or on a roof above
another roof.
R315b Preparation of building site and removal of debris.
R318j6l All building sites shall be graded to provide drainage under all portions OF the t)ulldlne not occupied
by basements.
R315j62 The foundation and the area encompassed within I Foot (305 mm) therein shall have all vegetation,
Stumps, dead roots, cardboard, trash and foreign material removed and the fill material shall be free of
vegetation and Foreign material- The fill shall be Compacted to assure adequate support of the foundation
R318k3 After 411 work is completed, looes wood and debris -shall be completely removed From under the
building and within I Foot (305 mm) thereof. All wood Forms and supports shall be completely removed- This
Includes, but is not limited to; wooden grade stakes, forms, contraction spacers, tub trap boxes, plumbing
supports, bracing, shoring, forms or other cellulose -containing material placed in any location where such
materials are not clearly visible and readily removable prior to completion of the work. Wood shall not be
stored in contact with the ground under any buildine-
R3181 Inspection for termites. In order to provide for Inspection For termite lnfest4t[on, clearance between
exterior wall coverings and finale earth grade on the exterior, of a building shall not be leas than 6 inches
(152 mm).
Exceptions:
I. Paint or decorative cementitroua finish less than 5/0 inch (IIJ mm) thick adhered directly to the masonry
foundation sciewal .
2. Access or vehicle ramps which rise to the Interior finish floor elevation for the width of such ramps
only.
3. A 4-Inch (102 mm) inspection space above patio and garage slabs and entry areas.
4. If the patio has been soil treated For termites, the finish elevation may match the building Interior Finish
floor elevations on masonry construction only.
5. Masonry veneers constructed In accordance with Section R315.4.
R318-8 Foam plastic; protection. In areas where the probability of termite Infestation Is very heavy, as Indicated
n Flours R3012(6), extruded and expanded polystyrene, polulsocyanurats and other foam plastics shall not be
Installed on the exterior fare or under Interior or exterior Foundation walls or slab Foundations located below
grade. The clearance between Foam plastics Installed above grade and exposed earth shall be at least 6
Indies (152 mm).
E e tions:
l.;Z%Ing6 where the structural members of walls, floors, ceilings and roofs are entirely of noncombustible
materials or preseure-preservative-treated wood.
2. Ukien in addition to the requirements of Section R3I8.1, an approved method of protecting the Foam
plastic and structure From subterranean termite damage is used.
3. On the interior aide of basement walls.
ENGINEEfR'5 NOTECS
0.) ALL WOW TO BE PONE ACCORDING TO ith Edition (2020) FBC_ (Florida Building Code)
(2.) ASSUMED SOIL BEARING CAPACITY TO BE 2000 P5R SOIL CAPACITY TO BE
VERIFIED BY CONTRACTOR PRIOR TO CON&TRUCTION, 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 15 THE CONTRACTOR'S SOLE RESFON515ILITY TO DETERMINE ERECTION
PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS
COMPONENT FARTS DURING ERECTION. THIS INCLUDES, BUT 15 NOT LIMITED TO, THE
ADDITION OF WHATEVER TEMPORA'R-' BRACING, GUYS, OR TIE DOWNS THAT MAY
BE NECESSARY- SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE
PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT.
(4.) ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS
SHALL BE VERIFIED AND SHALL CONFORM TO THE ARCHITECTURAL DRAWINGS.
(5.) CONCRETE -
MINIMUM COMPRESSIVE CONCRETE STRENGTH TO BE 3000 F'51 IN 25 DAYS. ALL
CONCRETE SHALL BE READY MIXED" AND IN ACCORDANCE WITH 14.5,T.M.
SPECIFICATION C-e4. ALL CONCRETE MODULAR UNITS SHALL HAVE A
COMPRESSIVE STRENGTH OF IeOO F51 WITH TYPE M OR S MORTAR, 2000 PSI,
(ro.) SLAB ON FILL -
INTERIOR CONCRETE SLABS POURED ON FILL TO BE POURED OVER WATERPROOF
MEMBRANES. ALL 5LAE35 TO BE REINFORCED WITH 6X(o 10/10 WELDED WIRE MESH.
CV LUMBER -
I- STORE LUMBER OFF GROUND, KEEP WELL VENTILATED AND COVERED.
2- CURRENT EDITION, ASSOCIATION GRADING RULES GOVERN,
3, ALL LUMBER SHALL BEAR GRADE MARK OF AN ASIC BOARD OF REVIEW
AGENCY.
4. ANY SPECIES ALLOWED UNLESS OTHERWISE NOTED,
E5, SIZES ARE NOMINAL. ACTUAL SIZES SHALL CONFORM TO AMERICAN
LUM5ER_UKASIR/Z;MNB64FZL IRS. 20-10.
ro, MOISTURE CONTENT OF LUMBER 2" OR LESS IN THICKNESS SHALL BE 19
OR LESS AT THE TIME OF INSTALLATION.
(ad TERMITE TREATING :
SOIL BELOW STRUCTURE TO BE TERMITE TREATED TO A DISTANCE OF 5'-0''
BEYOND THE PERIMETER LINES OF THE BUILDING.
(13,) ALL STEEL SHALL BE 40 <el WITH A MINIMUM CLEAR COVER OF 3" AGAINST
SOIL, AND SHALL HAVE A MINIMUM LAP OF 40 TIMES THE DIAMETER OF THE
RE514R,
(10.) 2"XI2" HEADERS SHALL BE 2-2''XI2" LAMINATED W1 112" PLYWOOD GLUED W1
CONSTRUCTION ADHESIVE AND NAILED W1 5-411roL') COMMONS Iro" O.C. TO MEET
LOADS AS INDICATE[),
(11.) ALL FASTENERS SHALL COMPLY WITH THE DESIGN LOADS.
(12.) CONTRACTOR SHALL HAVE MANUFACTURERS SPECIFICATIONS (CUT SHEETS)
ON SITE AT THE TIME OF INSPECTION, FOR REVIEW BY THE 5UIL-DING INSPECTOR,
TO MEET LOADS AS INDICATED.
Thomas L Digitally signed by
Thomas 1,
Hanson:AO1 41 0 Hanson:A01410D00000
D00000177EF31 117EF31 134E00001 5ADA
Date: 2022.04.12
B4EOOOO I 5ADA 14:36:03 -04'00'
Signed aiid seaied by 1-1. 1 lanson PF
tilliga Di�'61'11 Signaflucand dits .
-ire not considered signcd and
Z'
se Fled and ills 111,411MUrC IIILItit he tZ
C-11
0
N
01
I--
_T
0
ry
n
0
0
WALL CONSTRUCTION
FLORIDA BUILDING CODE RFSIDENiIAL, 6th FDtTION (2017) SIFCTION R609
EXTERIOR WINDOWS AND DOORS
R609 -1 General.
This section prescribes performance and construction requirements for exterior windows and doors installed in walls. Windows and doors shall he
installed and flashed in accordance with the fenestration manufacturer s written instructions. Window and door openings shall be flashed in
accordance with Section R703.4 Written installation instructions shall be provided by the fenestration manufacturer for each window or door. 8"X 8°X
R609.2 Performance.
Exterior windows and doors shall be designed to resist the design wind loads specified in Table R301.2(2) adjusted for height and exposure in
d th T
SHINGLES PER SPECIFICATIONS (w/ & FASTENERS
PER SHINGLE) FELT UNDERLAlM 'ENT MUST BE 300
OR EQUIVALENT (ASTM D 220 TYPE 11, ASTM D48�o9
OR PEEL AND STICK ROOF UNDERLATMENT ON 1/2"
PT LWOOD OR 055 W/H-CLIPS ON PRE-ENGINEERED
WOOD TRUSSES � 24'O.C. (FOR NAILING SCHEDULE
SEE SHEET S2G) - SEE ADDITIONAL INFO BELOW
actor once wi able R301. 2(3) or determined to accordance with ASCE 7 using the allowable stress design load combinations of ASCE 7. Design wind BRICK MOULD HURRICANE ANCHORS
loads for exterior glazing not part of a labeled assembly shall be permitted to be determined in accordance with Chapter 74 cif the Florida Building (SEE ROOF PLAN )
Code, Building.
R609. 2. lCustom doors. DOOR FRAME MIN. Ix2 NAILING 5TRIP5 ATTACH SOFFIT TO STRIPS PER
Custom (oneof-
exterior door assemblies shall be tested by an approved testing laboratory or be designed and engineered in accordance with MANUFACTURERS PRODUCT APPROVAL SPECIFICATIONS R704.2.1
accepted engineering practices by a Florida registered design professional. Signed and sealed copies of the rational analysis and calculations
shall be provided to the building official upon permit application. ALUM. DRIP EDGE-,
R609.3 Testing and labeling. 3/1G"X 2-1/2" TAPGON
Exterior windows and sliding doors shall be tested by an approved independent laboratory, and bear a label identifying manufacturer, performance FASTENERS INTO BL OGK
characteristics and approved inspection agency to indicate compliance with AAMA/WDMA/CSA 101/I.S.2/A440 or TAS 202 (HVHZ shall comply with TAS 202
and ASTM E1300). Exterior side --hinged doors sholI be tested and labeled as conforming to AAMA/WDMA/CSA 101/I.S.2/A440 or ANSI/WMA 100, or comply
with Section R609.5. Exterior windows and doors shall be labeled with a permanent label, marking, or etching providing traceability to the
manufacturer and product. The following shall also be required either on a permanent label. or on a temporary supplemental label applied by the
manufacturer: information identifying the manufacturer, the product model/series number, positive and negative design pressure rating, product
maximum size tested, impact -resistance rating if applicable, Florida product approval number or Miami -Dade product approval number, applicable test
standard(s), and approved product certification aaenr:y, testing laboratory, evaluation entity or Miami -Dade product approvI.il. 3/4" FURRING NAIL F D
The Labels are limited to one design pressure rating per reference standard. The temporary supplemental label shall remain nn the window or door
TO BLOCK -o allO.G. (2)
until final approval by the building official. REQUIRED EACH LIFT
Exceptions: • M006' u O O
I.Door assemblies installed in nonhabitable areas where the door assembly and area are designed to accept water infiltration need riot be tested for /�/
water infiltration.
2.Door assemblies installed where the overhang (01I) calla is equal to or more than 1 need not be tested for water infiltration. The overhang rat8"x O"x 1&" G.M.U.
io
shall be calculated by the following equation:
OH ratio = OH Length/OH Height 3/10" X 1-3/4" TAPCON FASTENERS
INTO CONCRETE BLOCK
2X(c SUB FASCIA
FASCIA COVER INSTALLED IN
ACCORDANCE WITH FASCIA
MANUFACTURER'S PRODUCT
APPROVAL SPECIFICATION AND
LIMITATIONS OF USE
Where:
OH length = The horizontal measure of how far an overhang over a door projects out from door surface. QD ESIVE JEALENT BOTH SURFACES
OH height = The vertical measure of the distance from the door sill to the bottom of the overhang over a door.
3. Decorative glazed openings. PRIOR TO ATTACHING: BUCK TO GONG, BLK.
4.Pass-through windows for serving from a single-family kitchen, where protected by a roof overhang of 5 feet (1.5 m) or more shall be. exempted
from the requirements of the water infi It.r ation test. 1/2'' DRYWALL
R609. 3. lComparative analysis.
Structural wind load design pressures for window and door units different than the size tested in accordance with Section R609.3 shall be permitted
to be different than the design value of the Lested unit where determined in accordance with one of the following comparative analysis methods:
1.Structural r wind load design pressures for window and door units other than the size tested in accordance with Section R609.3 shall be, permitted
Lo be different than the design value of the tested unit provided such different pressures are determined by accepted engineering analysis. All
components of the alternate size assembly shall be the same as the tested or labeled assembly: however, lineal components shop be per rill tt.ed to
vary in length compared to the tested or labeled assembly
Exceptions: Ir7
l.Operable windows and doors rated in this manner shall comply with the following:
8"x i" SELF THREADING PHILLIP5 FLAT HEAD
a.For windows and doors (other than .sliding or bi-fold), the frame area of the alternate size unit shall not exceed the frame area of the tested CADMINUM PLATE SCREW5 24" O.C. MAX.
approved unit.
b F 1'd' b' f I _1th WITHIN 4 OF CORNER
. or s i ing
c.Shot I vary
or
from
- o oars, e panel or ea of
the tested approved unit only in
the alternate size unit shall not exceed the panel area of the
width, height or load requirements.
tested approved unit.
d.ShaII
not
exceed
100
percent
of the
proportional
deflection for fiber stress of the intermediate members of the
approved unit.
e.Sri aII
not
exceed
100
percent
of the
concentrated
load at the juncture of the intermediate members and the frame
of the approved unit.
f.Sha11
not
exceed
the
air and
water
infiltration
resistance of the tested approved unit.
g.Shall
a licable
not
exceed
the
maximum
cyciir.
pressure of
the tested approved unit when tested per TAS 201 and TAS 203 or
ASTM E1886 and ASTM E1996 where
pp 3/I6"x 1-3/4" TAPCON FASTENERS
2. Nonoperable windows and doors rated in this manner shall comply with the following: INTO CONCRETE BLOCKS
a. The frame area of the alternate size unit shall net exceed the frame area of the tested approved unit.
b.ShalI vary from the tested approved unit anly in width, height or load requirements.
CAULKING
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 OLD of any member shall not exceed the ULD of the corresponding member of the tested approved unit.
MARBLE STOOL
e.The ULD of each member shall be calculated in accordance with standard engineering analysis.
f.SholI not exceed the air and water infiltration resistance of the tested approved unit.
g.Shot I not exceed the maximum cyclic pressure of the tested approved unit when tested per TAS 201 and TAS 203 or ASTM E1886 and ASTM E1996 where
applicable.
1/2'' DfRYWALL ON Ix 3 P.T.
3. In accordance with WDMA 1. S. 11.
FURRING -�D Iro" O.C.
R609.4 Garage doors.
Garage doors shall be tested for determination of structural performance under uniform static air pressure difference in accordance wit(? ANSI/DASMA
1.08, ASTM E330 Procedure A, or TAS 202. For garage doors tested in accordance with ASTM E330, acceptance criteria shall be in accordance with
ANSI/DASMA 108. (HVHZ shall comply with TAS 202.) Design pressures shall be determined from Table 301.2(4) or ASCE 7. The design pressures, as
determined from ASCE 7, are permitted to be multiplied by 0.6.
PRECAST SILL
R609.4.1 Garage door labeling.
Garage doors shall be labeled with a permanent label provided by the garage door manufacturer. The label shall identify the garage door
n n n
8 X 8 X 1� G.M.U.
manufacturer, the garage door model series number, the
g g / positive and negative design pressure rating, indicate impact rated if applicable, the
Installation instruction drawing reference number, the Florida product approval or Miami -Dade, product approval number if applicable; and the
applicable test standards. The required garage door components for an approved garage door assembly may be indicated using a checklist, form on the
label. If a checklist format is used on the Lobel, the door installer or the garage door manufacturer shall mark the selected components or the
checklist that are required to assemble an approved garage door system. The installation instructions shall be provided and available on the job
St te..
R609.5 Other exterior window and door assemblies.
Exterior windows and door assemblies not included within the scope of Section R609.3 or R609.4 shall be tested in accordance with ASTM E3.10, Glass
���� S
W
in assemblies covered by this exception shall comply with Section R308.5.
ot Wind-borne debris protection. Protection 4 WINDOW W AT - A H N
Prtion of exterior glazed openings in buildings located in wind-borne debris regions shall be in accordance with Section R301.2.1.2_. II I 1
R609.6.1 Fenestration testing and labeling.
Fenestration shall be tested by an approved independent laboratory, listed by an approved entity, and bear a label identifying manufacturer,
performance characteristics, and approved inspection agency to indicate compliance with the requirements of the following sc,ec:ification(s):
1.ASTM E1886 and ASTM E1996; or
FILLED CELL (3) 1/2"x 8" "J" BOLTS OR
2. AAMA 506. w/ (1) * 5 VERT. HILTI DN50 (OR EQUAL)
R609.7 Anchorage methods.
The methods cited in this section apply only to anrhornq.e of window and glass door assemblies to the main force -resisting system. CONT. WOOD TRIM
RF09.7.1 Anchoring requirements.
Window and glass door ossemblies shall be anchored in accordance with the published manufacturer s recommendations to achieve `he 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,.
R609.7.2 Anchorage details.
Products shall be anchored in accordance with the minimum requirements illus'Lrated in Figures R609.7.2(1), R609. 7. 2(2), R60"1/ 2(3), P609. 7. 2(4),
R609. 7. 2(5) , R609. 7. 2( 6) , R609. /. 2( 7) and R609. 7. 2(s) . 2x 6 P.T. WOOD JAMB
R609 7 2 1 M th t
r
ATTACH SOFFIT
TO FASCIA OR
TO NAILING
5TRIP (NOT
SHOWN) MAT VART
(IF OVER 12'' -
INTERMID IATE
rt=url it�=n ctl -r-n n\/=r_&T-IIPEt REQ.
v r-_
EXTERIOR SIDING-T OVER
i X 2 P.T. FURRING � l�" O.C.
*5 DWL
w/ 10''
5TD, NOOK
J
Z �
M
(1) 20'-0'' *5 REBAR TIED TO
FTC. STEEL AND GRND. ROD
(BT OTHERS) AT ELECTRICAL
BOX LOCATION
(2,", REBAR CONT.
(3" MIN. COVER)
GROUND ROD (BT OTHERS)
SEE ELEVATIONS
FOR ROOF SLOPE
PANEL EDGE 5UPPORT FOR NARROW WIDTH ROOF SHEATHING" PER TECHNICAL NOTE *R275A
16-24 "-DOUBLE PLT GLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL - NONE REQUIRED
AT RIDGE OR NIP, 12'' TO Ira" - LUMBER ONLY' BLOCKING (2x4) FLAT WI5E OR ENDWISE ON THE
SIDE ADJACENT TO THE FULL WIDTH PANEL NONE REQUIRED AT RIDGE OR HIP. FOR PLTWOOD
SHEATHING 12'' OR LESS - LUMBER ONL'r' BLOCKING, (2x4) FLAT WISE OR EDGEWISE ON BOTH
PANEL EDGES -
.sa TOP COURSE
5"X8"Xi011 GONG,
K.O. BLOCK W/
• •"y POURED GONG. 4
t ', 1-*5 REBAR GONT,
PRECAST GONG. LINTEL
or POWER5 STEEL LINTEL
W/ *5 POURED SOLID
rr
,li i. WINDOW
��► �+'n
� 1
RBLE SILL
EC,45T GONG. 51LL
(1) 20'-0'' 5 REBAR TIED TO
FTG, STEEL AND GRND. ROD
(BT OTHERS) AT ELECTRICAL
3000 PSI GONG.
G "x &"x 10/10 E.W.W. ME5iL REINFORCING REQUIRED
THROUGHOUT THE CONCRETE SLAB OR FIBER MESH
PER SECTION IINI.2, 2010 FLORIDA BUILDING CODE.
(o MIL. VAP. BARRIER
G X&-*10 WWF OR
FIBER MESH 1.5*/GU. YD.
HEADER BLOCK W/*54
NOTE: IF WALL HEIGTH EXCEEDS 2'-0''
BRACE WALL UNTIL FLOOR IS POURED
*50 W/CELL POURED SOLID
8'-0" O.C. MAX.
*5� DOWEL
SPACING PER FOUNDATION PLAN
DE
GROUND ROD (BT OTHERS) j� 2- ,�
I L\ f
SmTom rm �#1 W44LL)
CONCRETE -ENCASED ELECTRODE, AN ELECTRODE ENCASED BT AT LEAST 2" OF CONCRETE,
LOCATED WITHIN AND NEAR THE BOTTOM OF THE CONCRETE FOUNDATION OR FOOTING THAT IS IN
DIRECT CONTACT WITH THE EARTH, CONSISTING OF AT LEAST 20 FT. OF ONE OR MORE BARE OR ZINC
GALVANIZED OR OTHER ELECTRICiTT CONDUCTIVE COATED STEEL REINFORCING BARS OR RODS
OF NOT LESS THAN 1/2 INCH DIAMETER, OR CONSISTING OF AT LEAST 20 FEET OF BARE COPPER
CONDUCTOR NOT SMALLER THAN 4 AWG. REINFORCING BARS SHALL BE PERMITTED TO BE BONDED
TOGETHER BT THE USUAL STEEL TIE WIRES OR OTHER EFFECTIVE MEANS."
. ..
Where the
asonry, ..oncre-e ar o er
structural subst.rate.
DOOR AND CONNECTION PER
wood shim or- buck thickness
is less than tl/2 inches (38 mm), window and glass door assemblies shall be anchored through the jamb, or by
jamb clip
and anchors shall be embedded directly into the masonry, concrete or other substantial substrate material. Anchors shall adequately
GARAGE DOOR MANUFACTURER
transfer
load from the window or door
frame into the rough opening substrate [see Figures R609.7.2(1) and R6097.2(2)].
Where the
wood shim or buck thickness
is 11/2 inches (38 mm) or more, the buck is securely fastened to the masonry, concrete or other substantial 0L-to
substrate,
and the buck extends beyond
the interior lace of the window or door frame, window and glass door assemblies shall be anchored through
4INthe
0f
'"R J rnb
or by jamb clip or through
1
the flange trt the secured wood buck Anchors shall be embedded into the --n-ri v, 1 F)ir to nnerli t,=lv i
'^IG
transfer load from the window or door frame assembly [see Figures R609.7.2(3), P.6097.2(4) and R609.7.2(5)]
R609.7.2.2 Wood or other approved framing material.
Where the framing material is wood or other approved framing material, window and glass door assemblies shall be anchored through the frame, or by
frame clip, or through the flange. Anchors shall be embedded into the frame construction to adequately transfer load [see figures R609 7.2(6),
R609. 7. 2( 7) and R609. 7. 2( 8) ].
R609.8 Mullions.
Mullions shall be tested by an approved Les tinq laboratory in accordance with AAMA 450, or be engineered in accordance with accepted engineering
practice. Mullions tested as stand -atone units or qualified by engineering shall use performance criteria cited in Sections R609.8.1, R609.8.2 and
R609 8.3. Mullions qualified by an actual test of an entire assembly shall comply with Sections R609.8.1 and R609.8.3.
R609.8.1 Load transfer.
Mullions shall be designed to transfer the design pressure loads applied by the window and door assemblies to the rough opening substrate.
R609.8.2 Deflection.
Mullions shot! be capable of resisting the design pressure loads applied by the window and door assemblies to be supported without deflecting niore
than L/175, for spans up to and including 13 foot 6 inches, and L/240 + 1/4 inch for spans over 13 foot 6 inches, where L is the span of the
mullion ;n inches.
r<609.8.3 Structural safety factor.
Mullions shall be capable of resisting a load of 1.5 Limes the design pressure loads applied by the window and door assemblies to be supported
without exceeding the appropriate material stress levels. If tested by an approved laboratory, the 1.5 times the design pressure load shalt be
sustained for 10 seconds, and the permanent deformation shall not exceed 0.4 percent of the mullion span after the 1.5 times design pressure load
is removed.
R609.9 Masonry rough openings.
Masonry rough opening dimensions shall be within the tolerances specified in Section R606.3.1.1 and, in addition, shall provide for a window
perimeter sealant joint a maximum of 1/4 inch (6.4 mrn) in width.
R609.10 Door components.
Substitution of door components shall comply with either:
I.ANSi/WMA 100; or
2.P,e evaluated by on approved product evaluation entity, certification agency, testing laboratory, or engineer and may be interchangeable in
exterior door assemblies if the components provide equol or greater structural performance as demonstrated by accepted engineering practices.
R609 11 Impact -resistant coverings
R609.11.1
Impact -resistant coverings shall be tested at 1.5 times the design pressure (positive or negative) expressed in pounds per square feet as
determined by the Florida Building Code, Building Section 1609 for which the specimen is to be tested. The design pressures, as determined from
Section 1609 of the Florida Building Code. Building or ASCE 7, are permitted to be multiplied by 0.6.
R609. 11. 1. 1
Impact -resistant coverings shall be labeled in accordance with the provisions of Section R609.11.
R609. 1 1. 2Labe 1 s.
i\ permanent label shall be provided by the product approval holder on all impact -resistant coverings.
R609. 11. 2. 1
The followina information shall be included on the ithels on impact. -resistant coverings:
i.Product approval holder name and address.
2.AII applicable methods of approval. Methods of approval include, but, are not limited to Miami Dade NOA; Florida Building Commission, TDI Product
Evaluation; ICC-ES.
3.The test standard or standards specified in. Section R?01 2.1.2, including standards referenced within the test standards specified in Section
R301.2.1.2 used to demonstrate code compliance.
4. For products with a Florida product approval number or a Miami -Dade County Building and Neighborhood Compliance Department Notice of Acceptance
Number (NOA), such numbers shall be included on the label.
R609. 11. 3Loc a t I or) of label.
The location of the label on the impact -resistant covering shall be as follows:
1.Accordiona: Bottom of the locking baror center rnat.e facing the exterior or outside.
2.Rollup: On the bottom of the hood facing the exterior or outside or on the bottom slat facing the exterior or outside.
3.Bohoma Awn ng or Colonial Hinged: On the bottom, placed on Lee back of the shutter.
4.Ponel-s: For metal and plastic panels the label may be embossed or printed spaced not more than every 3 lineal feet (914 mm) on each panel. The
label shall be applied by the holder of the product approval and shall face the exterior or outside.
5.Framed products: The label shall be. on the side or bottom facing the exterior or outside.
6.1-abets on all other products shall face the exterior cr outside.
R609 1!. •4 installation.
All impact -resistant coverings shall be installed in accordance with the manufacturer s installation instructions and in accordance with the
product. approval. Installation instructions shall be provided and shall be available to inspection personnel on the job site. Opening protection
components, fasteners, and other parts evaluated by on approved product evaluation entity, certification agency, testing laboratory, architect, or
engineer and approved by the holder of the product approval may be interchangeable in opening protection assemblies provided that the opening
protection component s) oruvide equal or greater structural performance and durability as demonstrated by testing in accordance with approved test
standards.
Thomas L
Digitally signed by
Thomas L
Hanson:A01410
Hdnson:A01410D000001
D00000177EF31
77EF31 B4E000015ADA
Date: 2022.04.12
B4E000015ADA
14:36:30-04'00'
Signodand .`aled1cI.L.liar "pi
using a i hgitil Signature and I'll,,
Printed Copies ies of the dcx um nt r>,•" `
.rreuotcon,idm(cdsigned .Irul ;
s`aled wn t the `i!?nature nntct I",
w , .
I,cI lied on In, d"Ctonic CO 1H
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FRI OVIDE MIN11"(l!M ]roll 20 GA VALLEY FLASHING AT °
ALL ROOF CHANGES AND SIDE WALL AREAS F'EF �
F5C 1012.E� !§R_103 _15. -103.0., e03_2 AND 90-5 PLACE °
GOOF CEMENT COATING AT WOOF DECKS EDGES OF °
FLASHING AND ALL L,4f=5. NAiL FLASHING WITH 1 112'' ° °
FROOF NAILS 12'' OC ° °
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Frame Wall
SiLL
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SIDE WALLS OF GHIt-IN
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ROOF DECK AT SIDE WALLS
WINDOU) 4 D00.R 1 45T IN
2011 Flarlda ulldln�Gcdn NOTFga
1. ALL EXTERIOR WINDOWS AND GLASS DOORS SHALL
BE TESTED IN ACCORDANCE WITH AP451/AMMA/NIWWDA
101/152 STANDARD AND BEAR AN AMMA OR WDMA
LA5EL INDICATING:, MANUFACTURERS PERFORMANCE ANC?
APPROVED PRODUCT TErv-TiNGs ENT1 T i , IN ACCORDANCE
WITH 201'1 Florida Bulldine Code, SECTION 1101,A.2.1
2. ALL EXTERIOR DOORS AND WINDOWS, SHALL BE
ANCHORED IN ACCORDANCE WiTH MANUFACTURERS
SPECIFICATIONS, IN ACCORDANCE WITH 2O11 FLOP;DA
BUILDING CODE 1101.41
3. WINDOWS AND DOORS FASTENED TO FUCK STRIPS
LESS THAN 1 1/2" SHALL BE ANCHORED THROUGH
THE JAME TO THE STRUCTURAL 51185TRATE, IN
ACCORDANCE WITH 2O11 Florida Bulldin!a Code_ 1101.4.42
4. WINDOW AND DOOR MULLION A55EME3LiE3 SHALL 5E
DESIGNED AND TESTED TO TRANSFER 1.5 TIMES THE
INDICATED DESIGN LOADS, TO THE STRUCTUfi L SUBSTRATE
IN ACCORDANCE WITH, 2011 Florida Building Code
1101,4 7.1 AND 1101ABA.
aw MINI
11RIM1711
A I I M'@GT"""fl `i OF
WINE)OW TO Fib,4M
W,4LL TO 5E FEfR
M,4NUF,4C:TU S
OMMENDATICAN.
k
e S
c^:
TABLE R301.
MINIMUM UNIFORMLY D I S - _\ I BU TED L VE LOADS
(in pounds per square foot)
UJ I
USE
LIVE LOAD
Uninhabitable attics without storage b,g
10
Uninhabitable attics with limited storage b,g
20
Habitable attics and attics served with fixed stairs
Balconies (exterior) and decks e
30
40
Fire escapes
40
Guardrails and handrails d
200h
Guardrail in -fill components f
50h
Passenger vehicle garages a
50a
Rooms other than sleeping room
40
Sleeping rooms
30
Stairs
40c
For Sl: 1 pound per square foot = 0.0479 kPa, 1 square inch = 645 mm2,
1. pound = 4.45 N.
a. Elevated garage floors shall be capable of supporting a 2,000-pound load applied over a 20-square-inch area.
b. Uninhabitable attics without storage ar-e those where the maximum clear height between joists and rafters is less than 42 inches,
or where there are not two or more adjacent trusses with web configurations capable of accommodating an assumed rectangle 42 inches
high by 24 inches in width, or greater, within the plane of the trusses. ihis live load need not be assumed to act concurrently with
any other live load requirements.
c. Individual stair treads shall be designed for the uniformly distributed live load or a 300-pound concentrated load acting over an
area of 4 square inches, whichever produces the greater stresses.
d. A single concentrated load applied in any direction at any point along the top.
e. See Section R502.2 for decks attached to exterior walls.
f. Guard in -fill components (all those except the handrail, balusters and panel tillers shall be designed to withstand a
horizon_ally applied normal load of 50 pounds on an area equal to 1 square foot. This load need not be assumed to act concurrently
with any other live load requirement.
g. Uninhabitable attics with limited storage are those where the maximum clear height between joists and rafters is 42 inches or
greater, or where there are two or more adjacent trusses with web configurations capable of accommodating an assumed rectangle 42
inches in height by 24 inches in width, or greater, within the plane of the trusses.
The live load need only be applied to those portions of the joists or truss 'bottom chords where all of the following conditions are
me t :
1. The attic area is accessible from an opening not less than 20 inches in width by 30 inches in length that is located where the
clear height in the attic is a minimum of 30 inches.
2. The slopes of the joists or truss bottom chords are no greater than 2 inches vertical to 12 units horizontal.
3. Required insulation depth is less than the joist or truss bottom chord member depth.
The remaining portions of the joists or truss bottom chords shall. be designed for a uniformly distributed concurrent live load of not
less than 10 lb/ft2.
h. Glazing used in handrail assemblies and guards sliall be designed with a safety factor of 4. The safety factor shall be applied to
each of the concentrated loads applied to the top of the rail, and to the load on the in -fill components. These loads shall be
determined independent of one another, and loads are assumed not to occur with any other live load.
Signe i to l �ralcd i '1' .. lin mi ]IF,
Digitally signed j�Thomas L
using ti)i irvlSign wfcmtict,r
Thomas L Printed eclteaofthi I eurrtcnt �T; '
idi�SCi:%�fl� 4�
Hanson:A01410D00000 `' "°' `O° ' I"� i ' °"t"nd
alc I uut the si nMme nui t be
D000 01%7EF31 177EF3134E000015ADA will,i on anpalcetI nice,
Date: 2022.04.12 +; r-
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R502. 5 Allowable girder spans.
The allowabie spans of girders fabricated of dimension lumber shall not
exceed the values set forth in Tables R502. 5(1) and R502. 5(2).
TABLE R502. 5( 1)
GIRDER SPANSo AND HEADER SPANS i�OR 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
Roof and ceiling
_
SIZE
2-2x4
Building
widthc
(feet)
20
28
36
SPAN
3--6-1
i NJcI
SPAN
NJd
SPAN
NJ
3-2
1
2-10
1
2-2x6
5-5
1
4-8
1
4-2
1
2-2x 8
6--0o 0
1
5-1 1
2
5-4
2
2-2x10
8-5
2
7-3
2
6-6
2
2-2x 12
9-9
2--
8--5
2
7-6
2
3-2x8
8-4
-
1
7-5
1
6-8
1._
3--2x 1 O
10-6
1
9-1
2
8-2
2
3-2x12
_12-2
2
10-7
2
9-5
2
4--2x 8
9-2
- 1
8-4
1
7-8
2
4-2x10
11-8
1
10-6
1
9-5
2
4-2x12
14-1
1
12-2
2
10-11_
2
Roof, ceiling and one
center -bearing f ioar
Roof, ceiling and one
clear span floor
-_
2-2x4
3-1
1
2-9
1
2-5
1
2-2x 6
_4-6
1
4-0
1
1 3-7
2
2-2x8
5-9
2
__
5-0
6-2
2
4-6
2
2-2x10
7-0
2
2
5-6
2
2-2x12
8-1
2
7-1
2
6-5
2
3-2x8
7-2
1
6-3
2
5-8
2
3-2x 10
_ 8 -9
2_
7-8
2
6-11
2
3-2x12
_
10-2
2
8-11
2
8-0
2
4-2x8
8-1
_ 1
7-3
1
6-7
2
--2x 1 40
10-1
1_
8-10
2
8-0
2
4-2x_12
2-2x4
1 1-9
2-8
_
- 2
1
�10-3
2-3
2
1
9-3
2-0
2
1
2-2x6_
3-11
2
3-3
2
2-11
2
2-2x8
5-0
2
4-2
3
3-9
2
2-2x10
6-1
2
5-1
3
4-7
3
2-2x12
7-1
3
5-10
3
5-3
3-
3-2x 8
6= 3
2
5--2
2
4-8
2
3-2x10
7-7
2
6-4
2
5-8
2
3-2x12
8-1.0
2
7-4
3
6-7
2
4-2x8
7-2
T 1
6-0
2
5-5
2
4-2x10
8-9
2
2
6-7
2
4-2x 12
10-22
-7-4
8_6
2
7-8
2
Roof, cei 1 ing and two
center -bear in floors
g
_
Ruci, ceiling and two
clear span floor
i
2-2x4
2-2x6
2-7
3-9
1
2
2-3
3-3
1
2
2-0
2-11
1
2
2-2x 8
4-9
2
---4-2
.5--1
2
3--9
2
2-2x 10
5-9
2
4-7
3
2-2x 12
6-8
2
'_�-10
3
5-3
3
3-2x8
_5--11
2
5-2
2
4-8
2
3-2x i0
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--�-5-0
2
5-5
2
4-2x1 O
8-4
2
7-4
2
6-7
2
4-2x12
2--2x4
9-8
2-1
2
1
8-6
-8
2
1
7-8
1-6
2
2
2--2x6
- 3--1
2,
_1
2
2-4
2
2-2x8
3-'10
-
2
__2---8
3-4
_
2
3-0
3
2-2x10
4-9
2
4-1
4-9
3
3
3-8
4-3
3
3
2-2x12
5-6
2
3-2x8
4-10
_
2
4-2
2
3-9
2
3-2x10
3-2xl2
4-2x8
4-2x10
4-2x12
5-11
6-10
5-7
6-10
7-11
2
2
2
2
-2-
5-1
5-11
4-10
5-11
6-10
2
3
2
2
2
4-7
5-4
4-4
5-3
6-2
2
2
2
2
3
For Si: 1 inch = 25.4 mm, 1 pound per square foot = 0.0479 kN/m2.
a. Spans are given in feet. and inches.
b. labulated values assume #2 grade -lumber.
c. Building width is measured per pendicuIor- to the ridge. For widths between
those shown, spans or-e perrniI-Led to be Interpolated.
d. NJ Number of ock studs required to support each end. Where the number of
required jack studs equc;- one, the header is permitted to be supported
by an opproved framing :,llchor attached to the full -height wall stud and to the
header.
e. Reserved.
24'' MIN, LAP
4 L=f
f
7r�" MIN i .6.F%
3ro" MIN, LAP
rL? 1:�IIvIrVI' C�II�IC.� � 1K
d2" MIN I dp
-- ".A P ePL( CM
i�DII
METAL LATH ATTACHED TO WOOD
STUCCO FINISH OVER WOOD FRAMING
FRAMING PER ASTM C 1063
PER ASTM C 926 & C 1063
STUCCO CONTROL JOINTS SPACED
WOOD FRAMING - SEE DRAWINGS
PER ASTM C 926 & C 1063
TWO LAYERS OF VAPOR
Is" PLYWOOD OVER WOOD FRAMING 8d
BARRIER BEHIND STUCCO
COMMONS @ 6" O.C. MIN. MAINTAIN 8"
-
�.•_
GAP AT ALL ENDS OF PLYWOOD.
-
_ STUCCO WEEP SCREED - TYP.
-
- CONCRETE MASONRY CONSTRUCTION
-
SEE PLANS
STUCCO FINISH OVER CONCRETE
MASONRY PER ASTM C 926 & C 1063
TYPICAL STUCCO DETAIL
GENERAL NOTES:
1. STUCCO ON WOOD FRAME
SHALL BE MIN. 8" ,
3-COAT APPLICATION.
2. STUCCO ON MASONRY
SHALL BE MIN. 2" ,
2-COAT APPLICATION OR
8". 3 COAT APPLICATION
3. WRB SHOULD EXTEND
DOWN, OVER THE UPPER
FLANGE OF WEEP SCREED
OR ACCESSORY IN A
SHINGLE -LAP FASHION.
4. METAL LATH TO BE
ATTACHED WITH 11GA
1-2" LENGTH, 1-" HEAD
NAILS (4D 1-1/2"x4
HEAD)NAILS TO FRAMING
MEMBERS AT NOT MORE
THAN 7 i n 0. C. WOOD
r
tf*
v ■ ■ • ■ ■ .r mm ■ ■ mm
COLLAR TIE Wo (MINJ EVERY
OTHER RAFTER T-0" OR LONGER
BLOCKING BELOW RIDGE
ROOF 5HEATHINr, rASTENINrs SCHEDULE a b,c,d,e
8d Common (0.131 x 2-1/2 Inches) or Ring -Shank (0.135 X 2-1/2 inches)
(Except Llhere Noted) for Exposure B, Enclosed Bulldings, Roof Framing Spaced 24 Inches
o.c. or Less
Roof Fastening Zone
Overhang
Wind
Mafn
Sheathing -to -(sable
(eaves)
velocity
Roof
End -Wall Framir2e
(3-5econd
Panel
1
2
3 2 3
2
3
Crust)
Location
Fastening Schedule (in(_-hes on center)
Supported Panel
ro
6
ro
6
6
150 mph F,e
end and edges
3h
Panel field
6
4
3
4
3
Supported Panel
120 mph f-g
end and edges
6
6
6
6
(o
3
Panel field
12
(o
4
6
4
Supported Panel
50 mph
end and edges
ro
ro
ro
6
6
6
Panel field
12
12
6
6
6
a. Specific gravity (Cs) of lumber and panels shall be 0.42 or greater.
b. For Exposure B and a 2-foot overhang.
C. For median roof height 35 feet or less.
d- (sable wall height of S feet or less from top floor ceiling to roof peak
e. Provide adequate uplift hardware at truss -to -wall connections. Such
connections are beyond the scope of this publication.
F. When wind speed is 110 mph or greater and when median roof height is between
25 and 35 feet, use ad ring shank nails (0.135 x 2-1/2 inchesAijithin 48 inches of
gable end walls. (IRC Table Rro02.3, footnote f)
g. When wind speed is 100 mph or greater, block panel edges perpendicular to
gable -end -wall framing members in the first two bays of framing. Blocking shall be
spaced a maximum of 4 feet o.c. (Wood Frame Construction Manual, Section 3.5.5)
h. 10d ring -shank nails (0.148x 3 inches).
1. Blocking not required.
ROOF FASTENING ZONES FOR WIND UPLIFT
Zones 1,2 and 3 shown below indicate areas of the roof that may have different fastening
requirements.
GABLE END WALL
---
2
WALL LINE
3 C.2'�F'i�IANC�
Y: S. 2
I
1� I
I
f
I
l
I -
f
1.1 2
1 i.'.2'
2.' I I
f!
12
N
�j
I
I II
I} I
I
i
I iI
----------------
X ` WALL LINE A 3 OvERHANG - ` 1 �3 OVERHANG -"
3 OVERHANCs WALL LINE GABLE END WALL
Distance a=4 ft, in most cases (10i of least building width or 0.4 times building height,
whichever is smaller, but not less than either 451 of least building width or 3 ft.)
ROOF P14F=�4iRX'l N,41L1\C$ eCHDULrz (Cx,45Lr=e)
2X(o VERTICAL 5C,45 OR KNEEWALL MID -POINT
IN RAFTER W/ RAFTER SPAN LENGTH GREATER
THAN 14 FT OR LONGER,
CONN W/ 4-106 NAILS AT TOP 4 HURRICANE
CLIP '�D 15OTTO1 1.
2X( (MINJ NO. 2 '1'P SIMPSON LSTA12
VALLEY' FRAMING (T�-F. (OR EON LS
2XO NO. 2 SPF r fi Li'WOOD 5HEATHINC;
RiDGE BOARD
(4) 106 '9D RIDGE
BOARD END
TRUSSES BELOW SHEATHED PRIOR
TO VALLE T' FRAi"11NG INSTALLATION
OR (o'-O'' O.G. TOP CHORD
511„1PS0N LSTA12 STRAP OR SIM1P50N 422 TIE
EA, RAFTER W/ 10-106 NAILS
(T' 'P.)
2X(o CONT. W/5LEEPER, CLIP ED
OR STRAPPED TO TRUSS BELOW
'' 1 C 01,1 \,,o \,.4,A, I I Lm.',0 M = �41"'O i k l,*w. rw� Em-'i 4 f L
R 5AR LAP DIST,4NG
I
25'' MIN, L,4P 25" MIN, LAP
Fr
z
'I v,rnn��'r�vr,l Q I G.M.U- I.UALL I i
7
R m i
'``7 'REINFORCING; 5AR-. (1) *5 DOWEL I I (I) 05 DOWEL
I I IN GORNI=R IN CORM=R
I ( I I
i ��r - SOOT ii�lC� A CsTt=1-fuJALL
5' PLATE HEIGHT = 5'-0" O.C.
10' PLATE HEIGHT = (�,'-Q" O.G.
12' PLATE HEIG3HT = 4'-0" O.C.
"A" 14' PLATE HEIGHT = 2'-0" O.C. MAX. / PILASTERS'a 10'-0" O.C.
,4T EACH CORNER $ 50TH SiDES OF DOORS $ WINDOUJS OPENINGS
COVER 5'-0'). BEFORE & AFTER SHEAR ,4LL SEGMENTS, 4
(2) BARS � EA. SIDE OF OPENING OVER 12'-Oil
TABLE 2304. 10. 1
FASTENING SCHEDULE
DESCRIPiION OF BUILDING ELEMENTS
NUMBER AND TYPE OF FASTENER
SPACING
AND LOCATION
Roof
3-8d common 2 x 0. 131: ; or
3-IOd box (3" x 0. 128, ); or
1.
Blocking between ceiling joists, rafters or trusses to top
3-3" x 0.131" nails; or
Each end, toenail
plate
or other framing below
3-3" 14 gage staples," crown
2-8d common (2�" X 0.131")
2-3" x 0.131" nails
Each end, toenail
Blocking between rafters or truss not at the wall top plate,
2-3" 14 gage staples
to
rafter or truss
2-16 d common (3 " x 0.162")
3--3" x 0.131" nails
End nail
3-3" 14 gage staples
16d common ( 3j" X 0. 162" ) @ 6" o. c.
3"x 0.131" nails @ 6" o.c.
Face nail
Flat blocking to truss and we filler
3" 14 gage staples @ 6"o.c.
3-8d common (2j" X 0. 131")or
3-10d box (3" x 0.128")or
Each joist,
toenail
2.
Ceiling joists to Lop plate
3-3" 0.131" nails; or
3-3" 14 gage staples, " crown
_
3-16d common (2�" X 0. 131")or
3.
Ceiling joist not attached to parallel rafter,
4-10d box (3" x 0.128")or
Each Nadi toenail
laps over partitions (no thrust)
4-3"x 0.131" nails; or
(see Section 2308.7)3.1, Table 2308.7.3.1)
4-3" 14 gage staples, ?g" crown
4.
Ceiling joist attached to parallel rafter (heel joint) (see
Per Sebteo@3280.2.1
Face nail
6edtmon2208172�.1, Table 2308.7.3.1) Per Table 2308.7.3.1
3-I0d common (3" X 0. 148"); or
5.
Collar tie to rafter
4-10d box (3" x 0.128");or
5.
Collar tie to rafter
4-3" 0. 131" nails; or
Face nail
4-3" 14 gage staples, J" crown
3-10d common (3" X 0. 148") ; or
6.
Rafter or roof truss to top plate
4-10d box (3" x 0.128");or
SeRaSketion @a6t.21 uss to top plate
4-3" 0.131" nails; or
Hoeoamdlil
See Section 2308. 7. 5, Table 2308. 7. 5)
4-3" 14 gage staples, lT" crown
2-16d common (3 1./2" X 0. 162"); or
3-10d box (3" x 0. 128"); or
3-3" 0.131" nails; or
End nail
7.
Roof rafters to ridge valley or hip rafters; or roof
3-3" 14 gage staples, " crawn;or
End nail
FaffReoftoaPtenBhtDidadgbeumlley
or hip rafters; or roof
3-100 6ommon
rafter
to 2-inch ridge beam
3-169 BOX (3 1/2" xOOAB35�);ort
4-10 BOX (3" x x012R'8%; oror
Toeno i I
4-3"xx9. 131"' MailEm;; or
4-3" 14 goge staples, "corrown
16d common (3 1/2" X 0.162");
24"o.c. face
nail
8.
Stud to stud (not at braced wall panels)
10d common 3 X 0.128 ;or
8.
Stud to stud (not at braced wall panels)
3"x 0.131" nails; or
16" a. c. face
nail
3-3" 14 gage staples," crown
9.
Stud to stud and abutting studs at intersecting wall
16d common (3 1/2" X 0.162");
16"a,c. face
noil_
16d box 3 1/2" X 0. 135" ; or
12" a. c. face
nail
8orfikod at intersecting wall
corners
�otslbridcaddwa&11tit6ngls).uds
at braced wall pone Ia
3"x 0.131 nails; or
3-3" 14 gage staples, ?g" crown
12"o.c. face
nail
10.
Built-up header, (2" to 2" header))
16d common (3 1/2" X 0. 162');
16"o. c. face
nail
16d box (3 1/2" X 0.135");or
12"o.c. face
nail
11.
Continuous header to stud 4-8d common (21/2: X 0. 131,
4-8d common 2 1/2" X 0. 131or
" ;
Toenail
4-10d box (3" X 0.128")
16d common (3 1 2" X 0.162");or
16"a.c. face
nail
IOd common 3 X 0. 128 ; or
12.
Top plate to top plate
3"x 0.131" nails; or
12"o.c. face
nail
3" 14 gage staples, All crown
8-16d common (3 1/2" X 0. 162'); or
Each side of
end joint, face
12-10d box (3" x 0 128") or
nail
13.
Top plate to top plate, at end joints
12-3" 0.131" nails; or
(minimum 24-"
lap splice length
12-3" 14 gage staples, ?g" crown
each side of
end joint)
I6d common (3 1/2" X 0. 162")_or
16"o. c. face
nail
14.
Bottom plate to joist, rim joist, band joist or blocking
16d box 3 1 2 X 0. 135T;o�
(not at braced wall panels)
3"x 0,131" nails; or
12"o.c. face
nail
3" 14 gage staples, fi;" crown
2-16d common (3 1/2" X O. 1627'); or
15.
Bottom plate to joist, rim joist, bond joist or blocking
3-16d box (3 1/2" x 0. 135"), or
at
braced wall panels
4-3" 0.131" nails; or
Toenail
4-3" 14 gage staples, " crown
4-8d common (2 1/2" X 0.131");or
4-10d box (3" x 0.128");or
Toenail
4-3" 0. 131" nails; or
4-3" 14 gage staples," crown
16.
Stud to top or bottom plate
2-16d common (3 1/2" X 0.162");or
3-10d box (3" x 0.128");or
3-3" 0. 131" nails; or
End nail
3-3" 14 gage staples," crown
2-16d common (3 1/2" X 0.162");or
3-1od box (3" x 0.128");or
17.
fRepeoaetlottom plate to silud
3-3" O. 131" nails; or
End nail
3-3" 14 gage staples, ?S" crown
- _
2--16d common (3 1/2" X 0.]6?_")or
;
18.
Top plates, laps at corners and intersections
3-10d box (3" x 0.128");or
18.
Top plates, laps at corners and intersections
3-3" 0. 131" na i 1 s; or
Face nail
3-3" 14 gage staples, �" crown
2-8d common (2 1/2" X 0. 131"); or
19.
1" braceto each stud and plat
2-10d box (3" x 0.128");or
19,
1" brace to each stud and plat
2-3" 0.131" nails; or
Face nail
3-3" 14 gage, staples, 1�" crown
20.
1"x6" sheathing to each bearing
2-8d common (2 1/2" X 0.131");or
Face nail
20.
1"x6" sheathing to each bearing
3-IOd box (3" x 0.128");or
21.
i x8 and wider sheathing to each bearing
3-8d common (2 1/2' X 0. 131"); or
21.
1"x8"and wider sheathing to each bearing
3-10d box (3" x 0.128");or
nail
_
Floor
-Face
3-8d common (2 1/2" X 0.131");or
22.
Joist to sill, top plate, or girder
3-10d box (3" x 0.128");or
22.
Joist to sill, top plate, or girder
3-3" 0, 131" nails; or
Toeno11
3-3" 14 gage staples, ?g" crown
8d common (2 1/2" X 0. 131"); or
23.
Rim joist, band joist, or blocking to top plate, sill or
10d box (3" x 0. 128"); or
@8heRifirgmiedj,bb&od
joist, or blocking to top plate, sill or
3" 0.131" nails; or
6"a.c., toenail
other
framing below
3" 14 gage staples, ?g" crown
2-8d common (2 1/2" X 0.131");or
24.
1"x 6"subfloor or less to each joist
2-1Od box (3" x 0.128");or
Face nail
25.
2" subfloor to joist or girder
2-16d common 3 1/2" X 0.162
Face nail
26.
2" lanks lank & beam - floor & roof'
2-16d common 3 1 2" X 0.162"
Each bearing,
face nail
32" o.c., face
nail at top and
20d common (4"x 0.192")
bottom
staggered on
opposite sides)
10d common 3 X 0.128 ;or
24" a.c., face nail at top and
27.
Built-up girders and beams, 2. lumber layers
3"x 0.131" nails; or
bottom
3" 14 gage staples, �" crown
staggered on
opposite sides)
2-20d common (4" X 0. 192") ; or
3-10d box (3" x 0.128");or
Ends and at each
splice, face
3-3" 0. 131" nails; or
nail
3-3" 14 gage staples, ?6" crown
3-16d common (3 1/2" X 0. 162"); or
4-I0d box (3" x 0.128");or
Each joist or
rafter, face nail
28.
Ledger strip supporting joists or rafters
4-3" 0.131" nails; or
4-3" 14 gage staples, ?6" crown
3-16d common (3 1/2" X 0.162");or
4-10d box (3" x 0.128");or
End nail
29.
Joist to band joist or rim joist
4-3" 0. 131" nails; or
4-3" 14 gage staples, �" crown
3-16d common (3 1/2" X 0.162");or
4-10d box (3" x 0.128");or
End nail
30.
Bridging or blocking to joist, rafter or 'truss
4-3" 0.131" nails; or
4-3" 14 gage staples, �g" crown
Y1bzCt31 ssttrnitcilu a31 picuTFAIss (( j)„ suWRloariar„ rramclf coirdi iifttFffrJcrr vnUlll
sdl tttdi t ttco flrrtamrii-rgq o7rcd p_urt.Yiku11t5sarancd wvsilll s4fog tt iirzgg ttco framing c
framing
a
Edges
intermediate
(inches)
supports
(inches)
61 common or deformed (2" x 0.113")
6
12
sub Floor and we 10
onoPpr� g °bfdi'e(z �2 b./f 0.r113"
6
12
i��� a
31.
3/8 "- 1/2"
1i;;xH:113., R8H EHH88F 8R� w8i
9
l�
1i" 16 gage staple, ?g" crown
4
8
subfloor and wall
2�" x 0.113, nail (roof)
4
8
1 3/4"16 gage staple, J"cr-own(roof)
3
6
SO CG AtWAJNn (! 2/2'i /2x (c IC911),3 I'b�; or
8M RlT-fO6HFAUd( '2Apolt3i'°" SUBFLOOR AND
6
12
32.
19/32 "- 3/4"
nail' or
19
�SL k�mfk 41re p�;ematr��raaMT113'Ll-
_
QOgof-)ilrim AR�3O1>(30/§a8kq.;lka') nail
33.
7/8 - 11"
r8d°Vdl`lormed (2 "x 0. 131"
Other exterior wall
sheathing
2R"x0.113"nai1; or
4
8
iTleQJPl�of n�r�Y31
3a.
7/8 *fibk}'board sheathing b
dlomle
�mgaq s pp elwi[�' or 1"
Elea
�2
ormec7 2 x 0. 131
Other exterior wan
(4" X 0. 192"); or
.
i er oar s eaThing
$L�7�3��°9�.�3113'z�Srl6Rfid19 nail
3
6
6?6,, hgRdjff�,,omp lli6),r?g" crown
3
6
fiberboard sheath n
-I'
�'09d structural panels, combination
u�jr#dMgr un erlayment to framing
-
d-eamman--'-4=3 „
0.1P2�`�xH or
36,
2 32afdbu srd sheathingb-£29dnl4dx((23'4/'
Za<N-
()
�2
$Br-�'bRrtrWng�c�e 19��a{x16�,1 1"�FoWn
6
12
'
-
-6d-fie-'-forme x
-WUb7d-s-tructuroI pone 1s, com in ion
n a Troming
r3
�,
,_
d common x 1 8' a
6
12
36.
3 4 and less Panel sidin 9 t
c6dfrd�fidf9ned 2"xO. 113"
6
12
37,
7 8 "- 1"
d s- " s n s'din
6 e r "x�. 1 83
6
12
d 8@PW19§'i(�-tie9id:c@ ing (2"X
9
1�
30.
1k2-z 11less
dgjbme 2 1/2" x 0. 131-12BL
Panel si ing
o 4ia1'rrr�sion -resistant siding
_or
6@FF@@}@R=F@@15E@Ri @&81fiq
6
12
WEl"1)3"e)r
_
r+ SIR
39.
1/2, or less Interior pa
(f)1:04")
-
t-a,^t -sTd-i-n gg
$Q,
' �'8 „
4(d2 c,'VylgibnX (cl. 42'i0",k; bk 080") ; or
48ldfdnirsbsidn-1re'a'kst r9t72c)sinq42.
602_
c14Q-2ti3'b).099"); or
6
12
'1n1S One Sa Or B --I n teF7S r e a
4d common (1 1/2"x 0.080"); or
6
12
41.
4d finish 1 i 2"x 0.072"
6d casing (2"x 0.099"); or
6
12
42
6d finish Panel su arts at 24"
c
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Digitally signed by
Thomas L
Thomas L
=
Hanson:AO1410
Hanson:A01410D00000
D00000177EF31
A77EF31B4E000015AD
Qf
B4E000015ADA
Date:2022.04.12
O
J T 1 lI
14:37:29-04100'
rlir l' f
U
]
�i 'w an ee \ . . allti 11 f,..
V� I �Y � �+ I IN I I � �C� I\ Y 11 rM® .o=��i =I I For S1: 1 inch = 25.4 mm ,.
win1 U g i ltal Si n aloe nxl
a. Nails spaced at 6 inches at intermediate supports where spans are 48 inches or more. For nailing of wood structural panel and Irintod oplesuFthi. luann of ..�%
particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. •lren<t�nnvderedvl,ncdanl �' 'O"� ._.
b. Spacing shall be 6 inches on center on the edges and 12 inches on center at intermediate supports for nonstructural applications. r,lledand [lie 'In atw-cmusthr
Panel supports at 16 inches 20 inches if strength axis in the ion direction of the panel, unless otherwise marked).11:rilledonan}rlcctnulicrrl
c. Wherepo rafter is fastened to on adjacent parallel ceiling joisg in accordance with this schedule and the ceiling joist is - ,_, to a
fastened to the top plate in accordance with this schedule, the number of toenails in the rafter shall be permitted to be reduced by tpR=" ,z
one nail.
- Ii
I W1
® A. [M [7
au8 aF8-0E3/IT Of=a-05/2T 5F&-15/IT 5F`5-IE3/2T
4
ij
ar-12-05/IT aF-12 -05/2T 5F12-IE3/IT 5F12-IE3/2T
7: ' r,
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5
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ORP10-05/1T 5fRr-10-05/2T OfRF-10-15AT
*+
aF,F14-05/IT OFF14-05/2T
5RF10-15/2T
j7
a
OF20-OE3/IT OF20-05/2T OF20--15AT al`20-15/2T
a'' L-IN'FEL 5ECTIONe
5fRFI5_i5/IT
1
all CE,5eE_[D LINT L SACI ION -
SAFE
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR.
SAFE LATERAL LOADS FOR
8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
4=411mm
SAFE LOAD
PLF
TYPE
LENGTH
81J8
81`8
REINF*
CMU*
2'-10"'34") PRECAST
1293
1642
2135
3'-6" (42") 1
PRECAST
1025
1024
1830
4'-0" (48") PRECAST
765
763
1365
4'-6" (54") PRECAST
592
5911
1057
5'-4" (64") PRECAST
411
411
734
5'- 10" (70") PRECAST
340
339
607
6'-6" (78") PRECAST
I 507
721
483
7'-6" (90") PRECAST
424----534
_�357
9'-4" (112") PRECAST
I 326
512
227
10'-6" (126") PRECAST
11'-4" (136") PRECAST
1 284
260
401
452
178
152
12'-0" (144") PRECAST
244
402
135
13'-4" (160") PRECAST
217
324
109
14'-0" (168") PRECAST
205
293
98
14'-8" (176") PRESTRESSED
N.R.
284
89
15'-4" (i 84") PRESTRESSED
17'-4" (208") PRESTRESSED
19'-4" (232") PRESTRESSED
21'-4" (256") PRESTRESSED
N.R.
N.R.
N.R.
N.R.
259
194
148
125
82
63
51
r4 2
22'-0- (264") PRESTRESSED
N.R.
116
39
24'--0" (288") PRESTRESSED
N.R.
91
33
* SEE NOTE 18
CAST-C]'RETE
HIGH 5TfRENC;;TH
PRECAST
LINTEL FILLED
WITH GROUT
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
.LENGTH
8F8-1T
8F12-1T
81`16-1T
8F20-1T
8F24-1T
8F28-1T
8F32-1T
8F8-2T
8F12-2T
81`16-2T
8F20-2T
8F24-2T
8F28-2T
8F32-2T
2'-10"(34") PRECAST
1972
3173
4460
5747
7034
8321
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" (54") PRECAST
1207
1940
2724
3508
4292
5077
5861
1207
1940
2724
3508
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" (78") PRECAST
835 (12)
1340
1880
2419
2959
3498
4038
835
1340
1880
2419
2959
3498
4038
7'-6" (90") PRECAST
727 (23)
1021
1634(12)
2102 (11)
2571(1o)
3039(1o)
3508 (9)
727
1166
1634
2102
2571
3039
3508
9'-4" (112") PRECAST
591
680
1133(15)
1471 (15)
1811 (15)
2152(16)
2494 (15)
591
851
1326
1705
2084
2463
2842
10'-6" (126") PRECAST
530
552
1 914 (15)
1185(15)1
1458(15)
1732(n)j
2007 (15)
530
686
1183
1526
1865
2204
2544
11'-4" (136") PRECAST
474
485
798 (15)
1034(15)
1272(n)
1510 (15)
1749 (15)
494
599
1028
1422
1738
2053
2369
12'-0" (144") PRECAST
470 (9)
441
723 (14)
936 (4)
1151(15)
1366 (15)
1582(15)
470
1 543
928
1349
1649
1948
2247 1
13'-4" (160") PRECAST
418 (15)
373
606 (14)
783 (14)
962 (14)
1141(14)
1321(14)
428
455
770
1145
1444
1718
1993
14'-0" (168") PRECAST
384 (n)
346
559 (u)
723 (14)
887 (u)
1052(14)
1218 (14)
410
420
709
1050
1434 (8)
1694 (8)
1954 (7)
14'-8" (176") PRESTRESSED
239
323
519 (13)
671 (13)
823 (m)
976 (14)1
1129 (14)
246 1
390
655
968
1324 (8)
1625(11)
1874 (11)
15'-4" (184") PRESTRESSED
224
102
485 (13)
626 (13)
767 (13)
909 (13)
1052 (n)
230
364
609
897
1224 (8)
1562(14)
1801(14)
17'-4" (208") PRESTRESSED
187
255
404 (12)
520 (12)
637 (12)
754 (12)
872 (12)
192
303
500
732
993 (8)
1268(14)
1470(14)
19'-4" (232") PRESTRESSED
162
222
347 (11)
446 (ii)j
546 (12)
646 (12)j
746 (12)
166
261
424
616
831 (e)
1057(14)
1225(14)
21'-4" (256") PRESTRESSED
142
198
306 (11)
393
480 (11)
567 (11)
654 (11)
142
230
369
531
713 (7)
903 (13)
1046 (u)
22'-0" (264") PRESTRESSED
137
192
295 (io)I
378
461 (io)
545 (11)
629 (11).
137
221
354
508
681 (7)
861 (n)
997 (u)
24'-0" (288") PRESTRESSED
124
175
267 (io)
341 (io)j
416 (1o)l
491 (jo)
566 rya)124
200
316
450 1
600 (7)1
756 (121
875 m..
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS
FOR GR40 FIELD ADDED REBAR.
#5 FEE3,4fR AS
REQUIRED
(2 MINIMUM)
#5 REBAR IN
VERTICAL
GROUT FILLED
CELL
eO' ST,4N[)4FD
NOOK 10" l`-1lNIl`-1UM
(TYPICAL)
C,4NT1LEVEf;P,EF_,) LINTEL DETAIL
MASONRY TIES
AS SPECIFIED
CONCRETE FASTENERS
SPLIT FACE
WITH MINIMUM 4"
MASONRY VENEER
EMBEDMENT SPACED AS
CONCRETE FASTENERS
REQUIRED
REQUIRED
_ UA�)I-UHLIE U-LINTEL
4
4"
FILLED w/ GROUT
4
CAST-CRETE LINTEL
\CONTINUOUS
FILLED WITH GROUT
XCONTINUOUS
SHELF ANGLE
SHELF ANGLE
SIZED
AS REQUIRED
SIZED AS REQUIRED
VENEEF=,
Sf=L
IT
FACE
VENEE
SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
8RU6
8RF6—OB
BRF10—OB
8RF14—OB
8RF18-08
8RF22—OB
8RF26—OB
8RF30—OB
8RF6-1B
8RF10-1B
8RF14-1B
8RF18-18
8RF22-1B
8RI`26-113
8RF30-1B
4'-4" (52") PRECAST
1635
1749
3355
3280
4349
5421
6493
7567
1891
3699
5206
6639
8060
9479
10893
4'-6" (54") PRECAST
1494
1596
3063
2992
3968
4946
5924
6904
1756
3699
5206
6639
8060
9479
10893
5'-8" (68") PRECAST
866
920
1770
1716
2277
2839
3402
3966
1167
2481
4567
6389
8060(34)
7917(19)
9311(19)
5'- 10" (70") PRECAST
810
859
1653
1600
2124
2649
3174
3700
1113
2342
4242
6639 (1o)
8060(39)
7402(19)
8706 (19)
6'-8" (80") PRECAST
797
901
1825
3120
5048
7747
9448
7360
901
1825
3120
5048
7915
9479
10893(32)
7'-6" (90") PRECAST
669
755
1490
2459
3776
5743
7239
5623
755
1490
2459
3776
5743
8998(19)
10893(48)
9'-8" (116") PRECAST
411
466
999
1568
2253
3129
4091
3146
526
999
1 1568 1
2253
1 3129
4150
5891(4AI
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR.
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
F_ ENGINEERING DATA TO SUPPORT SUCH PRODUCT.
ENGINEERING
SPECIFICATIONS
[�RypLIr,T DESCRIIPTIO�=
High strength precast concrete lintels designed to be unfilled or filled to form a composite reinforced beam using concrete masonry units.
MATERIALS
• F'c &" precast lintels = 3500 P51 . Concrete masonry units (CMU) per A57M C9O with minimum net area
• f'c 0" prestressed, b" and 12" precast lintels = 6000 psi compressive 61reneht = 1900 psi
• f'c 4" precast lintels = 3000 psi . Rebar per ATM A615Grade 60
• Grout per A01M C416 fig = 3000 psi w/ maximum o Prestressing strand per 45TM A416 Grade 210 low relaxation
3/a inch aggregate and 0 to 11 inch slump. . 1/32 inch wire per A5TM A510
I. Mortar per A51TI C210 Type M or 5
GENERAL NOTES
1. Provide full mortar head and bed joints. Cast -in -place concrete may be provided in composite lintel in lieu of
2. 5hore filled Iin'66 as required. concrete masonry units.
3, installation of lintel must comply with architectural 9. Safe load ratings based on rational design analysis per AGI 310 and AGI 530
and/or structural drawings, 10. Product Approvals; Miami Bade County, Florida Nos. 03-0605,05
4, U-Lintels are manufactured with 5-1/2 inch lone notches at and 03-0605-04. Florida Certificate of Product Approval number FL150.
ends to accomodate vertical cell reinforcing and grouting. ll. The exterior surface of lintels installed in exterior concrete masonry walls
5. Reference the CAST-CRETE Load Peflection Graph shall have a coating of stucco applied in accordance with A5TM C926
5roc4lre for lintel deflection information. or other approved coating.
6. 5ottom field added rebar to be located at the bottom 12. Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal
or lintel Cavity. (lateral) loads should be checked for the combined loading with the
1. 1/32 Inch diameter wire stirrups are welded to the bottom following equation:
steel for mechanical anchorage. Applied vertical load +Applied horizontal load 1.0
Safe vertical load cafe horizontal load
SAFE LOAD TABLE NOTES I
I. All values based on minimum 4 inch nominal bearing.
Exception: Safe loads for unfilled lintels must be reduced
by 20 is if bearing length is less than 6-1/2 inches.
2. N.R. = Not Rated.
1 5afe loads are superimposed allowable load.
4, 5afe loads based on Grade 40 or Grade (oO field rebar.
5. Additional lateral load capacity can be obtained by the
designer by providing additional reinforced masonry above
the precast lintel. See Reinforced CMU or, Page 4.
6. One Ill rebar may be substituted for two S rebar5 in b" lintels only.
1. The designer may eyalute concentrated loads from the safe load tables
by calculating the maximum resisting moment and shear at cl-away
From the face of support.
I(A=-4494"
SAFE LOAD
PLF
TYPE
REINF.
LENGTH
8RU6
8RF6
CMU*
4' 4" (52") PRECAST
758
757
1365
4'-6" (54") PRECAST
694
693
1249
5'-8" (68") PRECAST
5'- 10" (70") PRECAST
6'-B" (80") PRECAST
408
382
595
407
381
1 788
734
687
510
7'-6" (9 0 ") PRECAST
509
674
393
9'-8" (116") PRECAST I
370
490
227
* SEE NOTE 18
0. For composite lintel heights not shown, use safe load from
next lower height.
9. For lintel lengths not shown, use safe load From
next longest length.
10. All safe loads in units of pounds per linear foot,
11. All 5afe loads based on simply supported span.
12. The number in the parenthesis indicates the percent reduction
For grade 40 Field added rebar_
Example: T-b" lintel Type bF32-15 safe gravity load = 6412 (15)
w/ 15% reduction =E 6412 (55) = 5501 P111
SAFE LOAD - POUNDS PER LINEAR FOOT i
TYPE
LENGTH
8RF6-1T
8RF10—IT
8RF14-1T
8RF18—IT
8RF22-1T
8RF26—IT
8RF30-1T
8RF6-2T
BRF10-2T
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
4409
5296
6183
4'-6" (54") PRECAST
867
1675
2525
3374
4224
5074
5924
867
1675
2525
3374
4224
1 5074
5924
5'-8" (68") PRECAST
675
1301
1960
2618
3277
3935
4594 1
675
1301
1960
2618
3277
3935
4594
5'— 10" (7 0 "' 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
3865
570
1097
1651
2204
2758
3312
3865
7'-6" (90") PRECAST
506
797
1462 (B)
1952
2442 (6)
2931 (e)
3257
506
967
1462
1952
2442
2931
3421
9'-8" (116") PRECAST
3915
491
931 (12)
1301(15)
1640(15)
1980(15)
2322(16)
395
589
1 1135
1514
1893
2272
2652 J
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR.
Digitally signed by
Thomas L
Thomas
H a n so n:AO 1410 Hanson:A01 41 ODOOOOO ei n�id,d k_jwd and
'nt,
D00000177EF31 177EF31 134E00001 5ADA "ic"Iandthe i"J'atme mu'l 1�
Date: 202 2.04. 12
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Thornas L plilllf!d copic,of 111i"I'millicilt
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Date: 2022.04.12
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'F'fR(_31DL_41CT AFF�OVAL GFEECIFICAT!ON SHEET
MMA8 equired by Florida Statute 553-042 and Florida Administration Code 95-12, please provide the information and approval numbers an
the building cornponert6 listed below if they will be utilized on the construction product For which you are applying For a building permit. We
recommend you contact your local product supplier Should you not know the product approval number for any or the applicable listed
products
Category / Subcategory
Manufacturer
Product Description
,Approval Number(6)
Test Pressures
I- EXTERIOR DOORS
A. SWINGING
ThermaTru
Fiberclassic
FL 204(ol]
+(0-1.0/-II per
ThermaTru
Smooth Star
FL 21130-10
-rol'o psf
ThermaTru
Cla55!cCraft
FL 28a97,14
+ro -1.0 / - (0 7.0 psf
SLIDING
t-11 UJInclows and Doors
Series 420/430
FL 15332,1 FL 153273
+40.0 / -40.0 psf
C. SECTIONAL
Wayne -Dalton, a division of
Overhead Door Corporation
Model 08000/0100 111101 411104
S' Max width, 14' Max Height
F1 0240,1 F1 a24& ,4
+22.1:� -2(o.3 sf
+4(o.0 /-E,2,0 psf
wayre-Dalton, a division of
Overhead Door Corporation
Model *IaOOO/0100 011211 - *11125
10' Max width, 14' Max HeightFl
02405 F-I a24a, e
+IE�30 / -17.0 psf
+411 /-52.0 psf
D. OTHER
2, WINDOWS
A. SINGLE HUNG
MI Windows and Doors
Series GA 155 Aluminum &H
FL 321&E�A - FL 321053
+50,0 / -(01,0 Per
MI Window& and Doors
Series 1(o20 Vinyl SH
FL 21(o3-1.1 FL 21(a3110
+50-0 / -61.0 per
B. HORIZONTAL SLIDER
MI Luindows and Doors
Series H5 10a
FL 15351-1 PL 15351,(o
+50,0 -50'0 per
MI Windows and Doors
Series 1&30 Single Slider
FL 21&30.1 FL 21&3,5-11
+50.0 -50.0 psf
D. MULLION
E. OTHER
13. PANEL WALL
A. SIDING
James Hardie Building
f1robucts'Inc-
Arti5ar@Lap 51dine
FL 10411-1
5- SOFFITS
Alside
Solid and Vented! soffit
FL 15212,1 - FL 15212-2
+10.0 __10'0 Per
C. VINYL SIDING
Certa-inteed Corp Siding
F'roducts
Certalli-Teed Vinyl Vinyl 5161ine
+N1A1-1(o0,ro
�4 ROOFING PRODUCTS
!A, ASPHALT SHINGLES
-
Certain Teed Corporation
CT20 (and AIR), Landmark 30 40
(and AIR,) XT30 (and AR)
FL5444,1
N/A
Metal R
-aI
Metal
LA- t
Union Corrugating Company
Maaterf;;�ib Panel
FLc3555,4
N/A
5. UNDERLAYMENT6
Tamko
151b Felt Underlaymert
FL 12320,ro
N/A
G. ROOFING FASTENERS
NOT USED
D. ROOF VENTILATION
Thompson Arch Metal Comp,
off Ridge Vents
F1_ 521e,1 - FL 5219_4
N/A
GAF Attic, Ventilation
Products
vent fRvlo
FL 02011
N/A
E. ROOFING TILES
Boral Tile
I
Villa e00
FL 7049,24 - FL 1049,2&
N/A
R OTHER
j5. SHUTTERS IGlobal
-
Protection Products
Galvanized Steel Storm flariela
I
FL 15016,1 - FL 15016.2
N/A
NORM
PANELS
Global Protection Products
Gfz)F Fabric Shutter Series 2000
FL 15000,1
N/A
Town and Country Industries ISafty Edge Storm Panels
FL 1285&,I I +54.0 / -54.0 psf
co. oTRUGTUR�L
C 0 MIN FOl 1 E N '16
Fasterfrie Specialists, Inc.
Tie Max "Threaded Rool''
A. WOOD C-ONNEGTOR5 ANCHORS
U&F:' Structural Corn,
iSee
chart
Simpson Strong -Tie
see chart
5- Tlue6 PLATES IITLU
Building Components
Alpine Truss Plates
FL 1999.1 FL 19913.4
N/A
MiTelk Industries, Inc.
Truss Plates
FL 21c3-1_1 FL 2191.5
N/A
G. ENGINEERED LUMBER
5015e Eno Loob f-rod,
Versa -Lam Sf=l
FL 1644,1
N/A
Boise Eng. Wood Prod.
Wood-I-Jo-15ts ALL JOIST
FL
N/A
Engineered lumber - TJI
FL 1�30_1 - FL I ro 3 0.11
N/A
Weyerhaeuser
-Level Rim Board, LVL, F`&L, LSL
FL II - FL &527-4
N/A
D. MATERIAL
Gast -Crete Corp,
High Strength Concrete Lintels IFL
155,1
N/A
Flowers Steel, inc.,
Rower Box Lintels
FL 311S.] , 5450-1 11303,1
[,
N/A
A. SINGLE PLY ROOF SYSTEMS Mile -Hide Products Co, Inc- Thermoplastic. polyclefir single ply P L 12 1 -12,1 +N /A F;, 2 E�
I roof Systems
Sim Son Stock No,
Florida Statewide Product
Approval No.
Evaluation Report Basis
A23
FLI0446,11
ESR-2606
HU210-2
FL10531,9
E5R-2549
HUD212-2
1=1_10531_g
E5R-25413
FLI0531.12
E&R-25413
HU25-2
FLIO531,e
ESFR-2549
HU410
FLI0531.9
E5R-254e
HU412
FL10531,9
E5R-25413
HUrofO
1=1_10531.9
E51R-2549
HrD412
FL14963
155R-2549
HDrolo
FL14963
E51R-2549
HUCa410
FL1053I.9
5IM200004
HGAIOKT
FL10446.16
SIM2OOaO3
HGAMIOKT
FL11473,ro
SIM200803
HCf'2
FLI0441.4
E51R-2551
HETAlro
FL11413.4
SIM200002
HETA20
FL114134
SIM200002
HTTIro
I'l-114133
ES-0130
HTT22
FL11413.5
ES-0130
HTSI&
PLI1413.12
E6R-26I3
HT620
FL11413.12
ESIR-2613
HT524
F-L11413.12
E51R-2613
HT530
FL11413.12
E51R-2613
HTSM16
FI 114'13-12
5111200a02
HTSM20
FL11413.11
5IM200002
HGT2
FLIO,566.1
r=6R-2613
HGT3
FLI0066.1
E&R-2613
HU6210-2
FL10531,11
E.5R-25413
HU5212-2
FL10531.11
E51R-2549
HU52ro
FL10531.11
E5R-25413
HU520
FLIO531.11
E51R-2549
HU52a-2
FL10531.9
E5R-2549
LU24
FLI0531.14
E8R-2549
LU2&
FLI0531.14
E5R-254e
LU5210-2
Fl-1o531.14
E6R-25413
LU524
FLIO531.lro
E5R-2549
LU52ro
FI-1053IJ6
E51R-2549
1-1.1526-2
FL10531,16
E5R-25413
LU52a
FLI053TIra
E5R-2549
LU646
FLI0531.16
ESR-25413
M5T&O
FI-10456,20
E51`R-2105
L5TA12
FLI3&12,5
E5R-2105
L&TAI5
1=1_13012.5
E6R-2105
L&TAI&
FL13512.5
E&R-2105
L5TA24
FL13812.5
ESR-2105
LSTA30
FL13&72,4
ESPI-2105
L5TA36
FL13a72-4
EeR-2105
LTT19
1=1_114136.5
ER-130
LTT205
FL1141365
ER-130
LTT131
FLI1496.5
ER-130
LT512
FL13512,5
E51R-2613
LGT2
FL11410.1
5IM2OOaO3
L630
FL10446.20
ESR-2606
A34
FL10446-1
E6R-260ro
M5TA12
FL10456-21
E5R-2105
M5TA15
1=1_10456,21
ESIR-2105
M5TA15
FL1045ro,21
E51R-21OE3
MSTA24
FI_10456_21
E6R-2105
M5TA3ro
FL1045621
E5R-2105
MSTC40
FL1045622
E81R-2105
M5TC52
FL1045622
EeR-2105
MT612
FL1045633
E51R-2613
MT516
FL1045ro.34
E5R-2613
MT510
FL1045635
E5R-2613
MTW20
FLI045636
ESIR-2613
MGT
FLI3e04_B
511'1200a03
MBHA356/1125
PL13IE045
ESR-2(o16
M15H,43.56/16
Fl-1312045
EER-2616
ABU44
FL10060-2
E5R-1622
ABU6(o
FL108602
ESR-1622
HDU2-SD52.5
FL10441.4
E5R-2330
GLTV3,516
FLIor0rC>_1Z
ESR-2615
FGTR
FL11413-2
5IM200002
C516
FL13512.1
r=6R-2105
141
1=104561
E6R-2roI3
Hio
FL 10446fro
E5R-2613
H10-2
FL 1044ro fro
E5R-2613
H10A
FL 1044ro fro
E5R-2613
H3
FL10456.1
E5R-2613
H4
FLI04501
EBR-2013
HE,
FLI0456.1
E51R-2613
H2.5
FL104E6.1
ESR-2613
H2_SA
FLI04501
E51R-2613
Ha
FL10456.1
5IM200003
SPI
FI_1045&-R5
E5R-2613
5P2
FL.10456-R5
E51R-2613
61`14
FI_10450-R5
E8R-2613
spro
F L 10 4 r: R-r;,
E61R-2013
61"a
F L 10 4 5 (o - R-5
ESIR-2613
5PH4
1=1_10456-R5
E5R-26I3
SPHro
FL10456-R5
E51R-2613
SPHO
FLI0456-F_5
E5R-2613
PqUS2a-2
FL1146B.1
ESR-2549
"HUS410
FL1146,5.1
E5R-2549
HGUS525/12
FL10531.4
5IM2OO8O4
14GU6414THID14414
FL10531.4
5IM200004
HDQa_5D53 I
FL104413
ESR-2330
M5TAM24
PI-13512-4
5IM200802
MSTAM3ro
FL13B12.9
6IM200802
M5TCM40
FL13812.13
5IM200002
HHETA20
FL 11413.1
5IM200002
LGT3-5D523
11413.5
5111200a03
I_CiUM26-2-
FLl3c304_4
5IM200002
NSF Connector&
USF Stock No.
Florida statewide Product
Approval No.
Evaluation Rep ort Basis
A3
FL11244.1
E-5IR-3455
HD210-2
FLI-1232.3
ESP-3445
HD212-2
FL112323
EFR-3445
HID216
FLI1232.3
EeR3445
HD216-3
FLI-12323
E61R-3445
HD26
FLI*1232.2
E51R-3445
HD20-2
FL11232,3
ESR-3445
HD410
FL17232,4
E5R-3445
HD412
FL11232.4
ESR-3445
HD&I0
PLI1232,4
EeR-3445
HDQ410
r-LI'122-1.2
ER-0201
W.iAIOKT
FLI-1236.(o
E5R-3445
HGAM10K7
Evaluation Report
HHC,P2
FLI12361
E5R-3448
HTA16-15
FLI-1600.4
Evaluation Report
HTA20-la
FL11680.4
Evaluation Report
HT7F7
FL1121IJ2
ER-0200
HTWI(o
FLI1244,"l
ESR-3455
HTW20
FLI12441
E5R-3455
HTW24
FLI1244.1
E5R-3455
HTW30
I'l-112441
E51R-3455
HTWMIro
FL62232
Evaluation Report
HTLLM20
FL6223.2
EO?R-3455
HUGT2
FL02233
Evaluation Report
HUGT3
FL62233
Evaluation Report
HU5210-2
FLI1232.5
ESIR-3455
HU6212-2
FL17232.5
HU626
FLI1232,o
ESR-3455
HU628
FLI1232.ro
EeR-3455
HU520-2
FLI1232,o
E-5R-3455
JL24
FLI1232,10
ER-0201
JL26
FLI1232.10
ER-0201
JU-5210-2
FL11232J2
ESR-3445
JUS24
FL11232.13
E611R-3445
JU526
FLI1232J4
ESR-3445
JU526-2
FL11232.14
ESR-3445
JU52a
FLI1232.14
E5R-3445
JU646
FLI1232.14
E5R-3445
KLEG3
FLI1241
E5R-3444
1<5T260
FL1-124414
ESR-3445
LSTA12
PLI1244,11
EeR-3445
L5TA15
PLI1244.11
ESIR-3445
L5TAla
FLI1244,11
ESR-3445
LSTA24
FLI1244.11
E5R-3445
L5TA30
FL17244.11
E5R-3445
L5TA3ro
FL11244,11
E5R-3445
LTSIS
FL112192
FFR-0200
LT6205
rLI12192
ER-0200
LTTI3I
FLI12192
ER-0200
LTW12
FL11244.19
E5R,-3455
LUGT2
FL112403
E5R-3441
MP3
FLI"124422
E5R,-3455
MF134
FLI1244-23
ESR-3455
MF14F
F-1-11244.24
E5R-3455
MP5
FLI124425
E&R-3455
MPH3516
FLI1240.4
ESR-3441
M&T,412
FLI1244,11
F_ E51R3455
M5TA15
FLI1244,11
l E5R-3455
1" I5TA15
FLI1244,11
E5R-3455
MSTA24
FLI1244]"I
ESR-3455
MST,436
FLI1244.11
ESR-3455
MSTc4o
FL17244,2-1
ESFR-3455
M5TC52
FL11244.21
ESR-3455
MTW12
FLI12441
ESR-3455
MTWIro
FLI12441
E5R-3455
MTWIO
FLI12441
EBR-3455
MTW20
FLI12441
E5R-3455
MUGT15
FL1124oe,
ESIR-344-1
NFM35X12
FL5102
Evaluation Report
NFM35X1(oU
FL-51a3 I
Evaluation Report
PAU44
FLI1239.12
E6R-3449
FAU(oro
FL11231312
ESR-3449
PHD2A
FLI'12193
ER-0200
FHXU3516
PLI12412-1
EF?R-3444
RFU5
FL6223B
Evaluation Report
R15150
1=1_17244.2a
E5R-.3455
RT15
FL1123(o.10
E5R-3448
RTI(a
FLI-1236]1
E5R-3440
RT16-2
F-1-1-123roJI
E5R-3440
RTI&A
FLI-1236.11
E5R-3440
IRT3A
FLI'1236.11
EeR-3448
RT4
FLI1230J0
ESR-3440
RT5
FLI1236,10
E5R-3445
RTI
PLI1236.10
E5R-3448
RTIA
FLI1236J0
ESR-344a
RTOA
FLI1236.10
E5R-344a
5FT22
FL11244,31
E51R-3455
5FIT24
FL1124431
ESR-3455
SPT4
SPT(o
FLI124432
FL1124432
E51R-3455
E5R3455
Sl'Ta
FL1124432
EeR-3455
SPTH4
FL1124432
E5R-34E55
5FTH6
FLI124432
EeR_3455
5FTHO
FLI124432
FSR-3455
5UH24
FLI1232J6
E6R-3455
THID20
FLI1232J9
EeR-3445
THD2a-2
FLI1232.19
E&R-3445
THD410
FL11232,19
E5R-3445
THED412
r-L11232.19
F-SR-3445
THID612
FL11232.I9
E5R-3445
THIDH414
FL17232J9
E51R-34415
UPHIDO
r-L11219-15
ER-0200
U5C53
FL2033.2
Evaluation Report
LJGT53F
FL2033,2
Evaluation 'Report
UGT,553
1=1_2033.2
Evaluation Report
GEI
FLI12411
GEL-1-22
PLI1241.1
E5R-1102
META, HETA, HHETA, and HETAL Embedded Truss Anchors. Embedded truss
anchors are used to anchor a wood member (usually a truss) to masonry or concrete.
Embedded truss anchors fasten to G single -ply wood truss with 0, 148" xl%" nails or
Page 3 of 15 Simpson Strong -lie
to a multi -ply truss with 0. 162"-3%" nails. META, HETA, and HHETA models can be
installed in a single application or doubled to achieve additional capacity. They are
embedded in the masonry or concrete to a depth indicated on the side of the anchor
(4" for META, HETA, and HHETA, and 51
/16" for HETAL). The strop portion of the
anchor is I"," wide. The anchors are manufactured from steel meeting ASTM A653
SS Grace 50, Class 1, with a G90 galvanized finish, with the exception of the HETAL
truss seat which is manufactured from steel meeting ASTM A653 SS Grade 33 with
a G90 galvanized finish. Steel thickness is as specified in Table 2. Embedded truss
anchor fastener schedule, dimensions, and allowable loads are shown in Table 2 for
single installations and Table 3 for double installations. See Figures 3 and 4 for
additional details of single and double embedded truss anchors.
TO RAFTER TO PLATES
H10A - 9-0- 148" x 1 11112" 9-0. 148" X 1 11112"
CARRYING MEMBER
TOP FACE
THA29 - 4=10d 6-10d
Threaded Rod To Truss
(QUALITY -DIAMETER) (QUALITY -TYPE)
MGT - 1-5/8" 22-0. 148"x1-ill
1-5 8 22-0. 148 x 3
FASTENERS
ANCHOR DIA,( IN.) NAILS( IN,) BOLTS
QTY DIA.
ABU66 - 5/8" 12-0. 162 x 3 112" 2 1/2
NAILS QTY-TYPE INTO THE POST
AC6 - 8-16d 8-16d
14-16D 14-16D
Thornas L
Digitally signed by
Thomas L
Plilllcd 'opies (0-this&'Cument
Hanson-AO1410
Hanson:AO 141 ODOOOOO
mrc Imf C(msidcl c(tsigned,uld
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Date: 2022.04.12
B4E00001 5ADA
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TABLE 1405.2
MINIMUM THICKNESS OF WEATHER COVERINGS _j
COVERING TYPE
MINIMUM THICKNESS
(inches)
Adhered masonry veneer
025
Aluminum siding
0,019
Anchored masonry veneer
2.525
Asbestos -cement boards
0.125
Asbestos shingles
0.156
Cold -rolled copper
0.0216 nominal
Copper shinglesd
0.0162 nominal
Exterior plywood (with sheathing)
0.313
Exterior plywood (without
sheathing)
See Section 2304.6 (HVHZ,
see Section 2322)
Fiber cement 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 -coated copperd
0.0216 nominal
Lead -coated high -yield copper
0.0162 nominal
Marble slabs
1
Particleboard (with sheathing)
See Section 2304. 6 ( HVHZ,
see Section 2315.1.11)
Particleboard (without sheathing)
See Section 2304. 6(HVHZ,
see Section 2315.1.11)
Porcelain Tile
0.025
Precast stone facing
0.625
Steel (approved corrosion resistant)
Stone (cast artificial anchored)
0.0149
1.5
Stone (natural)
2
Structural glass
344
Stucco or exterior Portland cement
plaster
Three -coat work over:
Metal plaster base
0.875 b nominal
Unit masonry
0.625 b nominal
Cast -in -place or precast concrete
0.625 b nominal
Two -coat work over:
Unit masonry
0.5 'o nominal
Cast -in -place or precast concrete
0.375 b nominal
Terra cotta (anchored)
1
Terra cotto (adhered)
0.25 Q
Vinyl siding
0.035
j 0.3-1-15
Wood shingles
Wood siding (without sheathing)
0.5
For SI: 1 inch = 25. 4 mm.
a. Wood siding of thicknesses less than 0.5 inch shall be placed ove--
sheathing that conforms to Section 23C4 r. '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 -topper shingles, nigh -yield :ngper
and leadcoeted high -yield copper.
SECTION R704
INSPECTION FOR TERMITES
In order to provide for inspection for tem,te in ,s'otion, ciea ,.,,e
between exterior wall coverings and final eo to d- on the ext t,.. of
a building shall not be less than 6 iriches
Exceptions:
1. Paint or decorative cementitiou: iniu esa •.hors e inch (17. 1_ trim)
thick adhered directly to the mason foundot`-on s dewall.
2. Access or vehicle ramps which rise to t're in�F or- `finish fl,c:or
elevation for the width of such romps only.
3. A 4-inch (102 mm) inspection space above pat+c c•,d garage slabs and
entry areas.
4. If the patio has been soil treated for termites, the finish
elevation may match the building interior finish floor elevations on
masonry construction only.
5. ''!asonry veneers constructed in accordance with section R318.4.
i
=
FIBE1�Cx!-ASS
SHINGLES
CLCa. HGT,
1/4" TOOLED JOINT
SMOOTH FINISH - BANDS
E
:
LUIN/DR. H T.
d
CEMENT (
Q
TEXTURED LH
LLIO
a
FINISH
LL
24 SH
STUcco
ROUGH FINISH
N
R
F.F. ELEV.
__
>
Emn
L E
''i
0 1 E CT
1
,.
S Ii;RC(j A IU _ �� ItV l .. lil
Digitally signed by
hornas L ISin_ aPt tt� ii-nllu- _n r
Mil
C�
v
� y Thomas L rintt i
€ l � � � r�.A 0 � 4 0 are not f,-red sl ,trio
Hanson:A01410D00000
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D000001 %7EF31 177EF31B4E000015ADA venilcdon r, C a i .,
Ld
Date:2021.12,15
B4E000015ADA 08:48:09-05'00'