HomeMy WebLinkAboutENERGY EFFICIENCY CODE 2r
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: 7704 CITRUS PARK BLVD Builder Name: SUNRISE CITY, CHDO, INC.
Street: 7704 CITRUS PARK BLVD Permit Office: ST LUCIE COUNTY
�l1A�RICf•-T
City, State, Zip: FT. PIERCE, FL , 34951 Permit Number. �l11'"4lttl�tYYED
Owner: Jurisdiction: BY/�y
p,,�
Design Location: FL, ST_LUCIE CO_INTL County: St Lucie (Florida Climate ZCWWde6/oR*
1. New construction or existing New (From Plans)
9. Wall Types (1587.0 sgfL) Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block- Ext Insul, Exterior R=5.0 1427.00 ft'
3. Number of units, if multiple family 1
b. Frame - Wood, Adjacent R=13.0 160.00 R'
c. WA
R= ft.
4. Number of Bedrooms 3
d• N/A R= ft2
5. Is this a worst case? No
10. Ceiling Types (1431.0 sqft.) Insulation Area
a. Under Attic (Vented) R=30.0 ft'
6. Conditioned floor area above grade (ft2) 1431
,V31.00
b. N/A R- ft'
Conditioned floor area below grade (ft� 0
Windows(199.0 sqft.) Description
•
c. WA e(E3 ` ft2
11. Ducts ''',,,���""" ` R ft27.
Area
a. Sup: Attic, Ret: Attic, Ao 6 324
a. U-Factor. Sgl, U=0.68 199.00 R'
SHGC: SHGC=0.45
b. U-Factor. N/A ft=
12. Cooling systems II /hr Effidency
SHGC:
a. Central Unit < R:16.00
c. U-Factor. WA ft2
SHGC:
�0
tI
13. Heating
d. U-Factor NIA ft2AreaSHGC:
systems VOto Effidency
a. Electric Strip HeQat NOG 0 G� COP:1.00
Weighted Average Overhang Depth: 0.000 R.
Area Weighted Average SHGC: 0.450
14. Hot water systems'
8. Floor Types Insulation
a. Electric A,Q Cap: gallons
(1431.0 sqft.) Area
GIoO�j
�v
V
a. Slab -On -Grade Edge Insulation R=0.0 1431.00 ft
EF: 0.940
b. Conservation feat
b. N/A R= ft.
None
c. N/A R= ft2
15. Credits Pstat
Glass/Floor Area: 0.139 Total Proposed Modified Loads: 51.63 PASS
Total Baseline Loads: 51.78
I hereby certify that the plans and specifications covered by
Review of the plans and STg2,
this calculation are in compliance with the Florida Energy
�4gkiE
specifications covered by this tr p
Code. j
calculation indicates compliance 0 AR
`_;:.
�}1-
with the Florida Energy Code. r. nn,,
PREPARED BY:
/
Before construction is completed c
DATE:. 04/29/19
this building will be inspected for y°
compliance with Section 553.908 a
I hereby certify that this building, as designed, is in compliance
with the Florida Energ11y o le.
4
Florida Statutes.
�jL�C'pp
WE T¢��
��
OWNER/A G ' 4, "�
BUILDING OFFICIAL:
DATE:
DATE:
- Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed in accordance with R403.3.2.1.
- Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an
envelope leakage test report with envelope leakage no greater than 6.50 ACH50 (R402.4.1.2).
4/29/2019 4:50 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 1 of 4
FORM R405-2017 INPUT SUMMARY CHECKLIST RFPnPT
PROJECT
Title:
Building Type:
Owner Name:
# of Units:
Builder Name:
Permit Office:
Jurisdiction:
Family Type:
New/Existing:
Comment:
7704 CITRUS PARK BLVD
User
1
SUNRISE CITY, CHDO, INC.
ST LUCIE COUNTY
Single-family
New (From Plans)
Bedrooms: 3
Conditioned Area: 1431
Total Stories: 1
Worst Case: No
Rotate Angle: 0
Cross Ventilation: No
Whole House Fan: No
Address Type:
Lot #
Block/Subdivision:
PlatBook:
Street
County:
City, State, Zip:
Street Address
7704 CITRUS PARK BL
St. Lucie
FT. PIERCE,
FL, 34951
CLIMATE
/
V Design Location TMY Site
Design Temp
97.5 % 2.5 %
Int Design Temp Heating Design Daily Temp
Winter Summer Degree Days Moisture Range
FL, ST_LUCIE_CO_INTL FL_VERO_BEACH_MUNI 39 90
70
75 299
58 Medium
BLOCKS
Number
Name Area
Volume
1
Blockl 1431
12000
SPACES
Number
Name Area
Volume Kitchen Occupants
Bedrooms
Infil ID Finished Cooled Heated
1
Main 1431
12000 Yes 4
3
1 Yes
Yes Yes
FLOORS
#
Floor Type Space
Perimeter R-Value
Area
Tile Wood Carpet
1 Slab -On -Grade Edge Insulatio Main 172 It 0
1431 IF
__
0 0 1
ROOF
/
V #
Type Materials
Roof Gable Roof
Area Area Color
Solar
Absor.
SA Emitt
Tested
Emitt Deck Pitch
Tested Insul. (deg)
1
Hip Metal
1550 ft2 0 ft' Light
0.4
N 0.9
No 0 22.6
ATTIC
#
Type Ventilation Vent Ratio (1 in)
Area
RBS IRCC
1
Full attic Vented 300 1431 ft'
N N
CEILING
#
Ceiling Type
Space R-Value Ins Type Area Framing Frac Truss Type
1
Under Attic (Vented)
Main 30 Batt
1431 ft' 0.1
Wood
-, 4/29/2019 4:50 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 2 of 4
WALLS
Adjacent
Space
Cavity Width
Height
Sheathing Framing
Solar
Below
_ 1
N
Exterior
Concrete Block - Ext Insul Main
5 50
11
6
0
407.3 ft'
0
0
0.3
0
_ 2
E
Exterior
Concrete Black - Ext Insul Main
5 48
0
8
0
384.0 ft'
0
0
0.3
0
-3
S
Exterior
Concrete Block - Ext Insul Main
5 25
2
10
0
251.7 ft'
0
0
0.3
0-
-4
W
Exterior
Concrete Block - Ext Insul Main
5 48
0
8
0
384.0 ft'
0
0
0.3
0
5
-
Garage
Frame - Wood Main
13 20
0
8
0
160.0 ft'
0
0.25
0.3
0
DOORS
#
Omt
Door Type Space
Stones
U-Value
Width
Height
Area
Ft
In
Ft In
1
S
Wood Main
None
.39
3
8
24 ft'
2
-
Wood Main
None
.39
3
7
21 ft'
Wall
V # Omt ID Frame Panes
1 n 1 Vinyl Single(Clea
2 n 1 Vinyl Single (Clea
_ 3 n 1 Vinyl Single (Clea
_ 4 e 2 Vinyl Single (Clea
5 e 2 Vinyl Single (Clea
6 s 3 Vinyl Single (Clea
7 s 3 Vinyl Single (Clea
_ 8 AN 4 Vinyl Single (Clea
9 W 4 Vinyl Single (Clea
# Floor Area
1 400 ft
# Scope Method
1 Wholehouse Proposed ACH(50)
WINDOWS
sed orientation.
Overhang
NFRC
U-Factor SHGC
Imp
r) Yes
0.68 0.45
N
43
r) Yes
0.68 0.45
N
15
r) Yes
0.68 0.45
N
42
r) Yes
0.68 0.45
N
30
r) Yes
0.68 0.45
N
3.
r) Yes
0.68 0.45
N
26
r) Yes
0.68 0.45
N
21
r) Yes
0.68 0.45
N
15
r) Yes
0.68 0.45
N
3.
GARAGE
:fling Area
Exposed Wall Perimeter
Al
400 ft'
64 ft
INFILTRATION
SLA
CFM 50 ELA
EgLA
.000346
1300 71.37
13422
HEATING SYSTEM
Area Depth Separali
.3 ft'
0ft0 in
0It0 in
.Oft'
0ft0 in
0ft0in
.Oft'
O11:0 in
OftO in
.Oft''
OftO in
OftO in
Oft'
0ftOin
0ftOin
.Oft'
0ft0in
OftO in
.7 ft'
OftO in
OftO in
.Oft'
OftO in
0ftOin
Oft'
0ft0 in
0It0in
Wall Heigl
8ft
ACH
.2615
Int Shade
None
None
None
None
None
None
None
None
None
Wall Insulation
1
ACH 50
6.5
None
None
None
None
None
None
None
None
None
# System Type Subtype Efficiency Capacity Block Ducts
1 Electric Strip Heat/ None COP:1 20.16 kBtu/hr 1 sys#1
4/29/2019 4:50 PM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 3 of 4
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
COOLING SYSTEM
# System Type
Subtype
Efficiency Capacity
Air Flow
SHR
Block
Ducts
1 Central Unit/
Split
SEER: 16 36 kBtu/hr
1080
cfm
0.7
1
sys#1
HOT WATER SYSTEM
# System Type
SubTpe
Location
EF Cap Use
SetPnt
Conservation
1 Electric
None
Garage
0.94 40 gal 60.9 gal
120 deg
None
SOLAR HOT WATER SYSTEM
FSEC
Collector
Storage
Cart # Company Name
.System Model # Collector Model
# Area
Volume
FEF
None None
ft'
DUCTS
/ — Supply —
— Return— Air
CFM 25
CFM25
HVAC #
V # Location R-Value Area
Location
Area ' Leakage Type Handier
TOT
OUT
ON
RLF
Heat Cool
1 Attic
6 324 ft'
Attic
198 ft' Default Leakage Main
(Default)
(Default)
1 1
TEMPERATURES
Programable Thermostat: Y
Ceiling Fans:
jng
Venting H Jan Feb
Jan Feb
[rX']
Mar
Apr €
�X �X
May Jun [ Jul [ Aug
[X
[ Sep
�j
Oct
Nov
Dec
X[ ]
Jun [ Jul I Aug
[ Sep
Oct
X� Nov
Dec
Thermostat Schedule: HERS 2006 Reference
Hours
Schedule Type
1
2 3
4 5 6 7
8
9
10
11
12
Cooling (WD) AM
78
78 78
78 78 78 78
78
80
80
80
80
PM
80
80 78
78 78 78 78
78
78
78
78
78
Cooling (WEH) AM
PM
78
78
78 78
78
78 78 78 76
78
78
78
78
78
78
78 78 78 78
78
78
78
78
78
Heating (WD) AM
PM
66
68
66 66
68 68
66 66 68 68
68
68
68
68
68
68
68 68 68
68
68
68
66
66
Heating (WEH) AM
66
66 66
66 66 68 68
68
68
68
68
68
PM
68
68 68
68 68 68 68
68
68
68
66
66
MASS
Mass Type
Area
Thickness Furniture Fraction
Space
Default 8 lbills),sq.ft.
0 ft'
0 ft 0.3
Main
Name:
Rating Compant:
Signature:
Date:
4/29/2019 4:50 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 4 of 4
2017 EPL DISPLAY CARD
ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 100
The lower the Energy Performance Index,
the more efficient the home.
1. New home or, addition 1. New (From Plans)
12. Ducts, location & insulation level
2. Single-family or multiple -family 2. Single-family
a) Supply ducts R
b) Return duds R
6.0
6.0
3. No. of units (if multiple -family) 3. 1
c) AHU location AtticlAttic
4. Number of bedrooms 4. 3
13. Cooling system: Capacity
36.0
5.-Is this a worst case? (yes/no) 5. No
a) Split system SEER
b) Single package SEER
16.0
c) Ground/water source SEERICOP
6. Conditioned floor area (sq. ft.) 6. 143.1
d) Room unit/PTAC EER
e) Other
7. Windows, type and area
a) U-factor.(weighted average) 7a. 0.680
b) Solar Heat Gain Coefficient (SHGC) 7b. 0.450
14. Heating system: Capacity
20.2
c) Area 7c. 199.0
a) Split system heat pump HSPF
b) Single package heat pump HSPF
8. Skylights
c) Electric resistance COP
1.0
a) U-factor:(weighted average) 8a. NA
d) Gas furnace, natural gas AFUE
b) Solar Heat Gain Coefficient (SHGC) 8b. NA
e) Gas furnace, LPG AFUE
0 Other
9. Floor type, insulation level:
a) Slab -on -grade (R-value) 9a. 0.0
b) Wood, raised (R-value) 9b.
15. Water heating system
c) Concrete, raised (R-value) 9c.
a) Electric resistance EF
0.94
b) Gas fired, natural gas EF
10. Wall type and insulation:
c) Gas fired, LPG EF
A. Exterior:
d) Solar system with tank EF
1. Wood frame (Insulation R-value) 10A1.
e) Dedicated heat pump with tank EF_
2. Masonry (Insulation R-value) 10A2. 5.0
0 Heat recovery unit HeatRec%
B. Adjacent:
g) Other
1. Wood frame (Insulation R-value) 1061. 13.0
2. Masonry (Insulation R-value) 10B2.
16. HVAC credits claimed (Performance Method)
11. Ceiling
g type and insulation level
a) Ceiling fans
a) Under aftic 11 a. 30.0
b) Cross ventilation
No
b) Single assembly 11b.
c) Whole house fan
No
c) Knee wallstskylight walls 11 c.
d) Multizone cooling credit
d) Radiant barrier installed 11d. No
e) Multizone heating credit
f) Programmable thermostat
Yes
`Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy
saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL
display card will be completed based on installed code compliant features.
Builder Signature:
Date:
Address of New Home: 7704 CITRUS PARK BLVD City/FL Zip: FT. PIERCE FL 34951
4/29/2019 4:50:39 PM EnergyGauge® USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods
ADDRESS: 7704 CITRUS PARK BLVD Permit Number.
FT. PIERCE, FL, 34951
MANDATORY REQUIREMENTS See individual code sections for full details.
SECTION R401 GENERAL
❑ R401.3 Energy Performance Level (EPL) display card (Mandatory)The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
(Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD.
❑ R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.4.1 through R402.4.5.
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402.5.
R402.4.1 Building thermal enveldl'bk-- building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.
The sealing methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance
with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required
by the code official, an approved third party shall inspect all components and verify compliance.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either
individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i) or
an approved third party. Awdtten report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or
other infiltration control measures.
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended
infiltration control measures.
3. Interior doors, If installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be dosed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
❑ R402.4.2 Fireplaces. New wood-buming fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where
using tight-fitfing doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the
fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907.
R402.4.3. Fenestration air leakagd/Vindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per
square foot (1.5 Us/m2), and swinging doors no more than 0.5 ctm per square foot (2.6 Us/m2), when tested according to NFRC 400 or
AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors.
4/29/2019 4:50 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 1 of 5
MANDATORY REQUIREMENTS - (Continued)
❑ R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to
open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or
enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements
of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be
fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air dud shall be insulated where it
passes through conditioned space to a minimum of R-8.
Exceptions:
1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential.
❑ R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not
more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
R403.1 Controls. SECTION R403 SYSTEMS
❑ R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
❑ R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load.
❑ R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section
C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below.
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or
(7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in
accordance with Section R403.3.3.
❑ R403.3.2.1 Sealed air handier. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent
of the design airflow rate when tested in accordance with ASHRAE 193.
❑ R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
1. Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the
manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test.
2. Postconstrudion test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the
entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the
test.
Exceptions:
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
❑ R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
❑ R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C)
or below 55°F (13'C) shall be insulated to a minimum of R-3.
❑ R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that
caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause
degradation of the material. Adhesive tape shall not be permitted.
❑ R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in
accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2.
Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible.
R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return
❑ pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited.
Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the
occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and
when there is no demand for hot water.
❑ R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems
shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance
with the times when heated water is used in the occupancy.
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MANDATORY REQUIREMENTS - (Continued)
R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold waterline located as close as possible
to the storage tank
R403.5.6 Water heater efficiencies (Mandatory).
R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable
of adjustment from the lowest to the highest acceptable temperature settings forthe intended use. The minimum temperature
setting range shall be from 100°F to 140°F (38"C to 60oC).
❑ R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to
electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of
combustion types of service water -heating systems to be turned off.
Fi R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404.2 in Chapter 4-of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate
water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1.
❑ R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar
water -heating systems should meet the following criteria:
1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating.
❑ R403.6.1 Whole -house mechanical ventilation system fan effrcacy.When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be
powered by an electronically commutated motor.
R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation
shall meet the following criteria:
1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas.
3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-1 land the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10
otherwise.
R403.7 Heating and cooling equipment (Mandatory).
El
R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and
indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that
affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such
as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency
rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed.
TABLE R403.6.1
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN LOCATION
AIRFLOW RATE MINIMUM
(CFM)
MINIMUM EFFICACY a
(CFM/WATT)
AIRFLOW RATE MAXIMU
(CFM)
Range hoods
Any
2.8 cfm/watt
Any
In -line fan
Any
2.8 cfm/watt
Any
Bathroom, utility room
10
1.4 ctm/watt
<90
Bathroom, utility room
90
2.8 cfm/watt
Any
For SI: 1 chn = 28.3 Umin. a. When tested in accordance with HVI Standard 916
4/29/2019 4:50 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 3 of 5
MANDATORY REQUIREMENTS - (Continued)
❑ R403.7.1.1 Cooling. equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less
than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in
Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's
expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb
temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded
performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature.
Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the
2. calculated total sensible load but not less than 80 percent of that load.
When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of
equipment may be sized in accordance with good design practice.
R403.7.1.2 Heating equipment capacity.
❑ R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section
R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if
the design heating load is 1.15 times greater than the design cooling load.
❑ R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.7.1.
❑ R403.7.1.2.3 Fossil fuel heating equipment The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.7.1.
❑ R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
2. A variable capacity system sized for optimum performance during base load periods is utilized.
R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
❑ C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403.
❑ R403.9 Snow melt and Ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building,
shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10"C), and no
precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4.8°C).
❑ R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403.10.1 through R403.10.5.
❑ R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an
integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation
of such switch shall not change the setting of the heater thermostat Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots.
❑ R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule
shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this
section.
Exceptions:
1. Where public health standards require 24-hour pump operation.
2. Pumps that operate solar- and waste -heat -recovery pool healing systems. '
3. Where pumps are powered exclusively from on -site renewable generation.
R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at
❑ the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered
energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required.
R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal
❑ efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool
heaters fired by natural or LP gas shall not have continuously burning pilot lights.
4/29/2019 4:50 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 4 of 5
ElR403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
❑ R403.11 Portable spas (Mandator7pe energy consumption of electric -powered portable spas shall be controlled by the
requirements of APSP-14.
SECTION R404
ELECTRICAL POWER AND LIGHTING SYSTEMS
R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps.
Exception: Low -voltage lighting.
R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights.
4/29/2019 4:50 PM EnergyGauge® USA - FBC 6lh Edition (2017) Compliant Software Page 5 of 5
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: 7704 CITRUS PARK BLVD Builder Name: SUNRISE CITY, CHDO, INC.
Street: 7704 CITRUS PARK BLVD Permit Office: ST LUCIE COUNTY
City, State, Zip: FT. PIERCE, FL, 34951 Permit Number.
x
Owner: Jurisdiction:
w
Design Location: FL, ST LUCIE_CO INTL
COMPONENT
AIR BARRIER CRITERIA
INSULATION INSTALLATION CRITERIA
General
A continuous air barrier shall be installed in the building envelope. -
Air -permeable insulation shall
requirements
The exterior thermal envelope contains a continuous air barrier.
not be used as a sealing material.
Breaks orjoints in the air barrier shall be sealed.
Ceiling/attic
The air barrier in any dropped ceiling/soffit shall be aligned with
The insulation in any dropped /soffit
ceiling/soffit
the insulation and any gaps in the air barrier shall be sealed.
shall be aligned with the air barrier.
aig
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
Walls
The junction of the foundation and sill plate shall be sealed.
Cavities within comers and headers of frame walls
The junction of the top plate and the top of exteriorwalls shall be
shall be insulated by completely filling the cavity
sealed.
with a material having a thermal resistance of R-3
Knee walls shall be sealed.
per inch minimum.
Exterior thermal envelope insulation for framed
walls shall be installed in substantial contact and
continuous alignment withthe airbamer.
Windows, skylights
The space between window/doorjambs and framing, and
and doors
skylights and framing shall be sealed.
Rim joists
Rim joists shall include the air barrier.
Rim joists shall be insulated.
Floors
The air barrier shall be installed at any exposed edge of
Floor framing cavity insulation shall be installed to
(including
insulation.
maintain permanent contact with the underside of
above -garage
subfloor decking, or floor framing cavity insulation
and cantilevered
shall be permitted to be in contact with the top side
floors)
of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls
Exposed earth in unvented crawl spaces shall be covered with
Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped.
shall be permanently attached to the crawlspace
Shafts, penetrations
Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to tit, or narrow
Narrow cavities
cavities shall be filled by insulation that on
installation readily conforms to the available cavity
spaces.
Garage separation
Air sealing shall be provided between the garage and conditioned spa
s.
Recessed lighting
Recessed light fixtures installed in the building thermal envelope
Recessed light fixtures installed in the building
shall be sealed to the drywall.
thermal envelope shall be air tight and IC rated.
Plumbing and wiring
Batt insulation shall be cut neatly to fit around wiring
and plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
Shower/tub
The air barrier installed at exteriorwalls adjacent to showers and
Exterorwalls adjacent to showers and tubs shall
on exterior wall
tubs shall separate them from the showers and tubs. -
be insulated.
Electrical/phone box or
The air barrier shall be installed behind electrical or communication
exteriorwalls
boxes or air -sealed boxes shall be installed.
HVAC register boots
HVAC register boots that penetrate building thermal envelope shall
be sealed to the sub -floor or drywall.
Concealed
When required to be sealed, concealed fire sprinklers shall only be
sprinklers
sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
��Apngnkler cover nlates and walls or cellonas
a. in auwuU, 1, JJI PUbOV„ VI IUY waiuu span ue m aa:moanoe wim me provisions or IGG-4uu.
4/29/2019 4:50 PM EnergyGauge® USA FBC 6th Edition (2017) Compliant Software Page 1 of 1
Envelope Leakage Test Report (Blower Door Test)
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Jurisdiction: Permit*.
Builder: SUNRISE CITY, CHDO, INC. Community: Lot: NA
Address: 7704 CITRUS PARK BLVD
City: FT. PIERCE State: FL Zip: 34951
A a `a9 i es -�e3 Pas in ,`re lts must. %et e' Pe mta 'ce+ scrip,' _ 5907%fetll d
Q-. - PT H D �.e uiPdl g Ing un -s Me fiver' sas a n- Irlea:a-e ' of=e I a
.c s utf«p re-ofOri ;-tg 5'P seas. a • and,.
�1� �R G or RIME T e= I rr1g� dw r s all= tes da„� er' a -a • a ng n't ir.ea a � ot` ceed'
at see ed r3 � ` 50 val s shown•on - Fi. 0b`2017 a rmance .or R OG2dt ' ER I ;as+in a,lo�,sl!b-s to �GR OZ
� C 50 s e' n orm�0 ,20:IT.�e cttP ormance -0 0 201 (ERl °- � 6.500 - -
X 60 _ 12000 = Method for calculating building volume:
CFM(50) Building Volume ACH(50) O Retrieved from architectural plans
❑ PASS 0 Code software calculated
❑ When ACH(50) is less than 3, Mechanical Ventilation installation O Field measured and calculated
must be verified by building department.
R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNEr/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 Pascals)
Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues.or individuals licensed as set forth in Section
489.105(3)(0. (g), or () or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and
provided to thecode official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
During testing: _
1. Exteriorwindows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration
control measures.
2. Dampers including exhaust, intake, makeup air, back draft and Flue dampers shall be closed, but not sealed beyond intended infiltration control
measures.
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned oft.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
Company Name: Phone:
I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code
Energy Conservation requirements according to the compliance method selected above.
Signature of Tester: Date of Test:
Printed Name of Tester.
License/Certification #: Issuing Authority:
4/29/2019 4:60:53 PM EnergyGauge® USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
-i wrightsoftr Load Short Form
Entire House
Job:
Date: April 26, 2019
By:
Project Information
For. 7704 CITRUS PARK BLVD
7704 CITRUS PARK BLVD, FT. PIERCE, FL 34951
Design• •
Htg Clg Infiltration
Outside db (°F) 43 91 Method Simplified
Inside db (°F) 70 72 Construction quality Average
Design TD (°F) 27 19 Fireplaces 0
Daily range - L
Inside humidity (°/a) 30 50
Moisture difference (gr/Ib) 0 65
HEATING EQUIPMENT
Make
Trade
Model
AHRI ref
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
100 EFF
5.9
kW
20160
Btuh
15
OF
1187
cfm
0.058
cfm/Btuh
0
in H2O
COOLING EQUIPMENT
Make Trane
Trade XB14
Cond 4TTB4036E1
Coil •AM7AOC36H31
AHRI ref 4385320
Efficiency 13.0 EER,
Sensible cooling
Latent cooling
Total cooling
Actual air flow
Air flow factor
Static pressure
Load sensible heat ratio
16 SEER
24920 Btuh
10680 Btuh
35600 Btuh
1187 cfm
0.052 cfm/Btuh
0 in H2O
0.68
ROOM NAME
Area
(fl')
Htg load
(Btuh)
Clg load
(Btuh)
Htg AVF
(cfm)
Clg AVF
(cfm)
MASTER BED
216
3282
4289
192
225
MASTER CLOSETS
87
852
708
50
37
MASTER BATH
85
1102
942
64
49
UTILITY
56
774
1258
45
66
KITCHEN
122
122
1703
7
89
DINING
74
1769
1239
103
65
LIVING
244
2001
2706
117
142
FOYER
100
2048
1673
120
88
BED 3
195
3982
3763
232
197
BATH
57
589
560
34
29
BED 2
200
3756
3696
219
194
HALL
48
-
49 IU4
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
-►�+ wri htsoft° zotsaprss ts:oz:os
9 RIgMSuBe®UnNersal 2012 72.1.05 RSU02878 +Ct�...sersUasonlD=rnents1Wdghtsofl HVAC17704 CITRUS PARK BLVD.mp Cale -MJ8 Front Door Faces: Page 1
Entire House
1484
20325
22640
1187
1187
Other equip loads
0
0
Equip. @ 0.95 RSM
21621
Latent cooling
10712
TOTALS
I
I
I
I
I
1484 20325 32333 1187 1187
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
�
$ + Wr1ght5Oft' Right-Sufte® Universal 201212.1.05 RSU02818 201&Apr-2916:02:06
+CA. ... sersVasonlDoamentslWngMsoft HVACV704 CITRUS PARK BLVD.rup CaIc=MJB Front Ooor faces: Page 2
-1 wrightsoft° Project Summary
Entire House
Job:
Date: April 26, 2019
By:
Project Information
For: 7704 CITRUS PARK BLVD
7704 CITRUS PARK BLVD, FT. PIERCE, FL 34959
Notes:
Design Information
Weather. Vero Beach Municipal AP, FL, US
Winter Design Conditions
Summer Design Conditions
Outside db
43 OF
Outside db
91
OF
Inside db
70 OF
Inside db
72
OF
Design TD
27 OF
Design TD
19
OF
Daily range
L
Relative humidity
50
%
Moisture difference
65
grnb
Heating Summary
Sensible Cooling Equipment Load Sizing
Structure
17435 Stuh
Structure
18376
Btuh
Ducts
2890 Btuh
Ducts
4264
Btuh
Central vent (0 cfm)
0 Btuh
Central vent (0 cfm)
0
Btuh
Humidification
0 Btuh
Blower
0
Btuh
Piping
0 Btuh
Equipment load
20326 Btuh
Use manufacturer's data
n
Rate/swing multiplier
0.95
Infiltration
Equipment sensible load
21621
Btuh
Method
Simplified
Latent Cooling Equipment Load Sizing
Construction quality
Average
Fireplaces
0
Structure
9329
Btuh
Ducts
1383
Btuh
Heating Cooling
Central vent (0 cfm)
0
Btuh
Area (ft�
1484 1484
Equipment latent load
10712
Btuh
Volume (fts)
12558 12558
Air changes/hour
0.45 0.23
Equipment total load
32333
Btuh
Equiv. AVF (cfm)
94 48
Req. total capacity at 0.70 SHR
2.6
ton
Heating Equipment Summary
Cooling Equipment Summary
Make
Make Trane
Trade
Trade XB14
Model
Cond 4TTB4036E1
AHRI ref
Coil 'AM7AOC36H31
AHRI ref 4385320
Efficiency
100 EFF
Efficiency 13.0 EER, 16 SEER
Heating input
5.9 kW
Sensible cooling
24920
Btuh
Heating output
20160 Btuh
Latent cooling
10680
Btuh
Temperature rise
15 OF
Total cooling
35600
Btuh
Actual air flow
1187 cfm
Actual air flow
1187
cfm
Air flow factor
0.058 cfm/Btuh
Air flow factor
0.052
cfm/Btuh
Static pressure
0 in H2O
Static pressure
0
in H2O
Space thermostat
Load sensible heat ratio
0.68
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
t `t WIUIgilT`SOfC
Right-SUHe® Universal 201212.1.05 RSU02818
2019-Apr-2916:02.06
Page 1
... sersUasonlDocumenls\Wn9htsoft HVACg704 CITRUS PARK BLVD.Iup CaIc=MJB FmM Door/aces:
1
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BOS
BOS Home I Login 1 User Reg[WaUon I Mot Topics I Submit SumhaMe I Stats a Facts I Publications I Conrad Us 1 BOS Site Map 1 Wks I Saar i
d Florida r SCANNED
ci "�Ce'.�Produot Approval
i i? USER: Pubhc User BY
1 ft Lucie County
P1OdUa ARoroval Mena > PMdud or Application Seamh > [Rolicatlon us t > Application Detall
)•x FL * FL7630-R7
Application Type Revision
Code Version 2017
Application Status Approved
Comments FILE C®PY
Archived (]
Product Manufacturer Therma-Tru Corporation V��O ;A
Address/Phone/Email 118 Industrial Drive. �] f�
(419) 298-11740 517 ��!➢0 �O�P 0 �r1
rickw@rwbldgconsuitants.com O`o�p`! G V
CJG
Authorized Signature Rick Wright s.� .V QV0
rickw@rwbldgconsultants.com V
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a IJcensed Florida
Professional Engineer
Q Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E.
Evaluation Report
Florida Dcense
PE-43409
Quality Assurance Entity
National Accreditation and Management Institute
Quality Assurance Contract Expiration Date
12/31/2021
Validated By
Ryan J. King, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL7630 R7 COI (p) Certificate of Indeoendence.la
AAMA/WDMA/101/I.S.2/A440-OS
2005
ASTM E1886
2002
ASTM E1996*
2002
ASTM E330
2002
Florida Licensed Professional Engineer or Architect
FL7630 R7 EmL(g) Equivalency of Standards gdf
https:/Am".floddabuilding.org/pr/pr�_app_fltl.aspx?param= GEVXQwtDgsrGsgvbZHHs3OVFES3QXSGQSzdVYDBICI%3d 1/4
5/3/2019
Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 10/18/2017
Date Validated 10/18/2017
Date Pending FBC Approval 10/22/2017
Date Approved 12/12/2017
Summary of Products
FL #
Model, Number or Name
Description
7630.1
a. "FiberClassic", "SMODthStar",
8'0 "Impact" Glazed Fiberglass Single Door - Inswing or
"ClassicCraft" and "ClassicCraft
Outswing configuration (X)
Rustic"
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL7630 R7 iI (ll) Inst 7630.1.pAt
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 7630.1 for Design Pressure Ratings, any
FL7630 R7 AE fg) Eval 7630.I.QQ(
additional use limitations, installation Instructions and product
Created by Independent Third Party: Yes
particulars. (For FlberClassic and SmoothStar doors, this
product approval requires the use of "J" part numbers for these
doors; which have been stained or painted within six months of
installation.)
7630.2 y
b. "FlberClassic", "SmoothStar",
8'0 "Impact" Glazed Fiberglass Single Door with sidelite -
-
"ClassicCraft" and "ClassicCraft
Inswing or Outswing configuration (OX or XO)
Rustic"
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL7630 R7 IT (ft) Inst 7630.2.a
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 7630.2 for Design Pressure Ratings, any
FL7630 R7 AE A) Eval 7630.2.Qd_f
additional use limitations, Installation Instructions and product
Created by Independent Third Party: Yes
particulars. (For FlberClassic and SmoothStar doors and
sidelites, this product approval requires the use of "I" part
numbers for these doors and sidelites, which have been stained
or painted within six months of installation.)
7630.3
c. "FiberClassic", "SmoothStar",
8'0 "Impact" Glazed Fiberglass Single Door with sidelites -
"ClassicCraft" and "ClassicCraft
Inswing or Outswing configuration (OXO)
Rustic"
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL7630 R7 II (a) Inst 7630.3.gdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant- Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 7630.3 for Design Pressure Ratings, any
FL7630 R7 AE (g) Eval 7630.3.Q 1ff
additional use limitations, Installation Instructions and product
Created by Independent Third Party: Yes
particulars. (For FlberCiassic and SmoothStar doors and
sidelites, this product approval requires the use of "J" part
numbers for these doors and sidelites, which have been stained
or painted within six months of installation.)
7630.4
d. "FiberClassic", "SmoothStar",
8'0 "Impact" Glazed Fiberglass Double Door - Inswing or
"ClassicCraft" and "ClassicCraft
Outswing configuration (XX)
Rustic"
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL7630 R7 lI (p) Inst 7630.4.QQ(
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 7630.4 for Design Pressure Ratings, any
additional use limitations, installation Instructions and product
FL7630 R7 AE (p) Eval 7630.4.odf
Created by Independent Third Party: Yes
particulars. (For FlberClassic and SmoothStar doors, this
product approval requires the use of "I" part numbers for these
doors, which have been stained or painted within six months of
tnstallaUon. ) _
7630.5
e. "FiberClassic", "SmoothStar",
8-0 "Impact" Glazed Fiberglass Double Door with sidelites -
"ClassicCmit" and "ClassicCraft
Inswing or Outswing configuration (OXXO)
Rustic"
Limits of Use
Installation Instructions
https:lhvww.floddabuilding.org/pr/pr app dtl.aspx?param=wGEVXQuMgsrGs9vbZHHs3OVFES3QxSGQSzdVYDBICI%3d 2/4
5/3/2019
Florida Building Code Online
Approved for use in HVHZ: No
FL7630 R7 It (a) Ins[ 763 Z pillf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 7630.5 for Design Pressure Ratings, any
FL7630 R7 AE (a) Eval 7630.5.gd(
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars. (For FlberClassic and SmoothStar doors and
sidelites, this product approval requires the use of 7' part
numbers for these doom and sidelites, which have been stained
or painted within six months of installation.)
7630.6
f. "FlberClassic", "SmoothStar",
8'0 "Impact" Glazed Fiberglass Single Door utilizing Hoppe Multi
"ClassicCraft" or "ClassicCraft Rustic'
Point lock - Inswing or Outswing configuration (X)
Limits of Use
Installation Instructions.
Approved for use in HVHZ: No
EL7630 R7 It (p) Inst 7630.6.ggj
Approved for use outride HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 7630.6 for Design Pressure Ratings, any
FL7630 R7 AE (a) Eval 7630.6.I&
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars. (For FiberClassic and SmoothStar doors, this
product approval requires the use of "J" part numbers for these
doors, which have been stained or painted within six months of
Installation.)
7630.7
g. "FiberClassic", "SmoothStar",
ST "Impact" Glazed Fiberglass Single Door with sidelite utilizing
"ClassicCraft" or "ClassicCraft Rustic"
Hoppe Multi Point lock - Inswing or Outswing configuration lox
or XO)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL7630 R7 tt (a) Inst 7630.7.gdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 7630.7 for Design Pressure Ratings, any
ELZEaO R7 AE (a) Eval 7630.7.pjf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars. (For FiberClassic and SmoothStar doors and
sidelites, this product approval requires the use of'7" part
numbers for these doors and sidelites, which have been stained
or painted within six months of installation.)
7630.8
h. "FiberClassic", "SmoothStar",
ST "Impact" Glazed Fiberglass Single Door with sidelites
"ClassicCraft" or "ClassicCraft Rustic"
utilizing Hoppe Multi Point lock - Inswing or Outswing
configuration (OXO)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL7630 R7 tI (a) Inst 7630.8.1&
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant.• Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 7630.8 for Design Pressure Ratings, any
FL7630 R7 AE (a) Eval 7630.8.g_df
additional use limitations, Installation instructions and product
Created by Independent Third Party: Yes
particulars. (For FiberClassic and SmoothStar doors and
sidelites, this product approval requires the use of "J" part
numbers for these doors and sidelites, which have been stained
or painted within six months of installation.)
7630.9
1. "FiberClassic", "SmoothStar",
ST "Impact" Glazed Fiberglass Double Door utilizing Hoppe
"ClassicCaft" or "ClassicCraft Rustic"
Multi Point lock - Inswing or Outswing configuration (xx)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL7630 R7 —IT (a) Inst 7630.9.gdl
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 7630.9 for Design Pressure Ratings, any
FL7630 R7 AE (a) Eval 7630.9.0 f
additional use limitations, installation Instructions and product
Created by Independent Third Party: Yes
particulars. (For FiberClassic and SmoothStar doors, this
product approval requires the use of "J" part numbers for these
doors, which have been stained or painted within six months of
installation.)
7630.10
J. "FiberClasslc", "SmoothStar",
8'0 "Impact" Glazed Fiberglass Double Door with sidelites
"ClassicCraft" or "ClassicCraft Rustic"
utilizing Hoppe Multi Point lock - Inswing or Outswing
configuration (OXXO)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL7630 R7 ti (a) Inst 7630.10.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 7630.10 for Design Pressure Ratings, any
FL7630 R7 AE (a) Eval 7630.10.pAf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars. (For FlberClassic and SmoothStar doors and
https:/hv floridabuilding.org/pr/pr app dg.aspx?param=wGEVXQwtDgsrGsgvbZHHs3OVFES3QxSGQSZdVYDBICI%3d 314
5/3/2019
Florida Building Code Online
sidelites, this product approval requires the use of "I" part
numbers for these doors and sidelites, which have been stained
or painted within six months of installation,)
Bads Next
Contact Us :: 2601 Blair Stone Road Tallahassee R 32399 phone: 850-487-1526
The State of Florida Is an AA/EEO employer. C2gyLioht IDOJ-2o13 State of Floritla.:: Privacy, Statement:: Accessibility Statement :: Reland Statement
Under Florida aw, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395.'➢ursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide Ne Department with an email address if they have one. The smalls
provided may be used for official communication with Me licensee. However email addresses are public recard. If you do not wish to supply a personal address, please
provide We DeparGnent with an email address which can be made available to Me public. To determine If you are a licensee under Chapter 455, F.S., please click here .
product Approval Accepts:
SCCU rlY}',l(L'THI CS'
https:lMww.floridabuilding.org/prlpr app_d9.aspx?param=wGEVXQvvtDgsrGs9vbZHHs30VFES3QxSGQSzdVYDBICI%3d 4/4
THERMANTRU
FMAIL•'� � n
FRAME WIDIH _ _; � n� 13 n
PANELWIDIH y z
THERMA TRU DOORS %�>•.., �yq �g
118 INDUSTRIAL DR., EDGERTON, OH 43517 '��/�- 'y l•\\� �n�
"SMOOTH STAR", "FIBER CLASSIC",
"CLASSIC CRAFT" & "CLASSIC CRAFT RUSTIC`'
GLAZED FIBERGLASS SINGLE DOOR
INSWING / OUTSWING
"IMPACT"
GENERALNOTES
1. This product has been evaluated and B In compliance with the 6th Edition (20171 Florida
Building Code (FBC) structural requIrements excluding the'Nigh Velocity Hurricane Zone"
(HVHZ(.
2 Product anchors shall be as listed and spaced as shown on details. Anchor embedment to
base material shot be beyond wall dressing or stucco.
3. When used In areas requiring vAnd bome debris protection this product complies with FBC
Sections 1609.11 & R301.212 and does not require an impact resistant covering. This product
meets missile level and Includes Wind Zone 4 as defined in ASTM Ell 996 and FBC Sections
1609.1.22 & R301.2.1.2.1.
4. For2x stud framing construction, anchoring of these units shot be the same as that shown for
2s buck masonry construction.
5. Site conditions that deviate from the detals of this drawing require further
engineedng analysis by a rlcomed engineerormglriered crchitect.
TABLE OF CONTENTS
SHEET#
DESCRIPTION
1
Typical elevations, design assures &general notes
2
Smooth Stardoorponel&glazingdetals
3
HberCisslc door panel&glazing details
4
Clank CraUlCkWo CraORwtcdoorpanel&giaGngdetaiis
5
Hor¢antalcrosssectom
6
Vertical cross sections
7
Buck end frome anchoring- 2X buck masonry construction
8
Frame anchorng- IX buck masonry comtrucion
9
Com 02"
10
Components
Ill I
Bit of Materials
_0
z
a
'SMOOTH STAR, 'FIBER CLASSIC"
"CLASSIC CRAfr & "CLASSIC CRAFT RUSTIC"
OYERALL*C
OVERALL
DESIGN'P1iPS5URE(PSF)
FRAME
,�
D.LP
9
,DIMENSION
,.DIMENSIONa:
POSIIIVE"j NEGAI;IYE',
INSWING
37.75" Is 98.00"
21.00" x 78.75'
+50.0
•50.0
OUTSWING
37.75"x 96.75"
21.00"x 78.75"
+50.0
-50.0
Bn
FL-7630.6
DOOR
SrnootBSta
l■
12 TOPRAIL
O ti LY�q..7 L+Y
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7
CELLULAR GLASS BITE I T I"THK.
GLAZING GIAA
TAPE I/B"TEMPERED
EXTERIOR GLASS
AIR SPACE
5/32" ANNEALED
4 GLASS
0.09T SAREIL® PVB
INTERIOR INTERLATD2
DOW 996 2 I/B"ANNEALED
OR GLASS
SIKA 552 3 SWIGGLE GLAZING
SPACER
GI Z G EZAIL
T I"1�1�11 B.3"-1
M / GE � IA NSIILE
E(TERIOR 11 111 INTERIOR
4 VERHCAL CROSS SECTION
2
HY:
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PRODUCT: oecum.�n. Prt \
GLAZED FIBERGLASS DOOR U"'aen P. scnmiee �i��%' aao�0
I.m P.E No. 13108 , ONA�iII�.�
N 3 10 17 17 UPDATE TO 6TN ED. 1017 FBC -UK A77r
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°f m NO DATE By FlBER CLASSIC DOOR PANEL vv Phena No.: 813.059.9107'
R B D 5 & GLAZING DETAILS PBPE CA No. 9B13
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NO DA �. CLASSIC CRAFT/CL CRAFT RUSD YP ppene No.: e13.559.9197
REVISIONS DOOR PANEL $GLAZING DEfARS FBpE cA No. 9a13
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REVISIONS
%TYP. &JAMBS 7
_ ��•:
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OPENING \ n 6 Y d o n
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BUCKANCHORING HINGEJAMB
DETAIL ERAMEANCHORING STRIKEJAMB HIE! a
CONCRETE ANCHOR NOTESMascrvy 2X buck construction
1. Conaafe on&"locatans at the corners may be adjmted to mafnidn me nm. $ $ S
edge catance to morfmlolnh tit j
2. Con teanchwbcatiomnofedm MAXONCENTER'musfbeadlmfedfo nnw
maintain fhe nJm edge detance to modarloints, oddRanaf conaefe anchors '"—^ P
maybe reQukedfoennrta roe MAX. ON CEN16Ydmemion omnot exceeded. 9 27 k.VC¢
3. Conmete onMorfable:
10 i
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10 a v so AL m
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puwvro rro.: d
I.Mcfnfanominfmum SJ6'edgedufonce,l enddBtonce,&I o.c.spackVo! TONGUE STRIKE DETAIL UTCHa DEADBOLTDETAIL FL-7630.6 0
wocd=vmtopevenf MespGNtr:golwoad. NINGEDEiA1L MullFpoiat Lack MuAFgolnt Lock n
--7—a� O
ANCHOR
ANCHOR
MM.
MIN, ELEARANCE
MIN. CLEARANCE.
� SITE
EMBEDMENY
TOI.1A54NRy
TQADJACEM
TYPE
.EDGE
'ANCHOR
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INBTALUTION
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OPENING
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DETAIL
I I
HINGEJAMS
CONCREMANCHOR NOTES: FRAME ANCHORING
1. Concrete anchorlocallons at the comers may be adjusted to maintain the min. Masonry 1X buck construction
edge distance to modarlaInls.
2. Concrete anchorlocardom noted os "MAX. ON CENTER" must be adjusted to
maintain the min. edge distance to mortar)oints, additional conctete anchors
may be required to ensure the MAX. ON CENTER"dimemion are not exceeded.
3, Concrete anchor table:
gNC+YfIR
ANCHOR:::
MM `
MIN,CLEARANCE
MINClfARANCE
SRE
:EM9EDMENC-.
TO MASONRY
T4 ADJg
.TYPE::.
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ANCHOOR.k....
11W
TAPCON/" ®
1 4
1.1/4"
2"
4"
ITW a
TAPCON
314'
/
1.1/4"
WOOD SCREW INSTALLATION NOTES:
I. Maintain a MWmum 5/6'edge distance, 1'end distance, & I'o.c. spacing of
woodscrevrs to prevent the splitting of wood.
SWKEJAMB
HINGEDETAIL
LATCH 4 DEADB OLT DLTA/L
Mul$polnt Lock
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REVISIONS MPE CA No. 9513
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a
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OF MATERIALS
REM
DESCRIPTION
MATERIAL
REM
DESCRIPTION-
MATERIAL
A
1%BUCK SG>=D.55
WOOD
40
FIBERGLASS DOOR PANEL -SMOOTH STAR
-
B
2%BUCK SG>=DSS
WOOD
41
FIBERGLASS SMC SKIN MIN 0.065"THICKNLSS
SMC
C
MAX. I/4"SHIM SPACE
WOOD
42
TOP RAIL
COMPOSITE
D
1/43 "%24°PFH ELCO ORffW CONCRETESCREW
STEEL
43
LATCH STILE
WOOD/LVL
E
MASONRY PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
�
HINGESRIE
WOOD
45
BOTTOM RAIL
COMPOSITE
F
1/4"X1.1/4°PFH RW CONCRETE SCREW
STEEL
46
POLYUREHANE FOAM CORE -1.9 LBS. DENSITY
FOAM
5/3/2019
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Product Aeproval Menu > Product A,l tion Slifer rchhation Sear h > egplicaa I n Ll > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
FL14604-R7
Editorial Change
2017 fiewed
Approved-Approved by DBPR. Approvals by DBPC haMMA and ratified b
the POC and/or the Commissio ���
Eastern Architectural Systems
16341 Domestic Ave.
Ft. Myers, FL 33912
(800) 432-2204 Ext 4305
jflesher@easternmetal.com
James Flesher
iflesher@easternmetal.com
Timothy]. Hoard
10030 Bavaria Road
Fort Myers, FL 33913
(800) 432-2204 Ext 4314
thoard@easternmetal.com
C
ng
on Mark or Listing
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
1\001P
G � vJG� GG
National Accreditation & Management Institute
National Accreditation & Management Institute
Standard
Year
AAMA/WDMA/CSA 101/I.S.2/A440
2005
ANSI/AAMA/NWWDA 101/I.S.2
1997
ASTM E1886
2002
ASTM E1886
2005
ASTM E1996
2005
ASTM E1996
2006
TAS 201 _
1994
TAS 202
1994
TAS 203
1994
Florida Licensed Professional Engineer or Architect
FL14604 R7 FnUiV FL14604.5 and .6-EO,pQF
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Product Approval Method Method 1 Option A
Date Submitted 06/12/2018
Date Validated 06/14/2018
Date Pending FBC Approval
Date Approved 06/19/2018
Summary of Products
FL #
Model, Number or Name
Description
14604.1
Series 1000 Non -Impact Aluminum
Series 1000 Non -Impact Aluminum SH
SH
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL14604 R7 C CAC NI006177.01-R4-slgned,,01
Approved for use outside HVHZ: Yes
FL14604 R7 C CAC N1006177.02-112-slgned_pd1
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +45/-45
06/30/2020
Other:
Installation Instructions
FL14604 R7 If 08-02477.pd1
Verified By: Luis R. Lomas, P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14604 R7 AE 513233.pdf
Created by Independent Third Party: Yes
14604.2
Series 1431 Non -Impact Vinyl SH
Series 1431 Non -Impact Vinyl SH Nailing Fin
Nailing Fin
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL14604 R7 C CAC NI010607-R2-sigllejpgl1
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
12/31/2019
Design Pressure: +50/-50
Installation Instructions
Other: Configuration: O/X Vent Size: W-44.38" H-35" Glazing:
FL14604 R7 II 08-005568.0df
3/4" Overall I.G.
Verified By: Luis R. Lomas, P.E. Florida P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14604 R7 AE 510945.pd1
Created by Independent Third Party: Yes
14604.3
Series 1441 Non -Impact Vinyl SH
Series 1441 Non -Impact Vinyl SH Flange
Flange
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL14604 R7 C CAC NI010813-R2-signydpdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
04/30/2020
Design Pressure: +50/-50
Installation Instructions
Other: Configuration: O/X Vent Size: W-50.38" H-35.13"
FL14604 R7 If 08-00558B.pd1
Glazing: 3/4" Overall I.G.
Verified By: Luis R. Lomas, P.E. Florida P.E. 61514
Created by Independent Third Party: Yes
Evaluation Reports
FL14604 R7 AE 510947A.PgE
Created by Independent Third Party: Yes
14604.4
Series 2451 Impact Vinyl SH Nailing
Series 2451 Impact Vinyl SH Nailing Fin
Fin
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL14604 R7 C CAC NI012533-112.pd1
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
02/28/2022
Design Pressure: +50/-50
Installation Instructions
Other: Configuration: O/X Max. Frame Size: W-48" H-72"
FL14604 R7 II 08-00562B.ppF
Max. Vent Size: W-44.25" H-35" Glazing: 3/4" Overall
Verified By: Luis R. Lomas, P.E. Florida P.E. 62514
Laminated IG
Created by Independent Third Party: Yes
Evaluation Reports
—
F1,14604 R7 AE 510951.pdf
Created by Independent Third Party: Yes
14604.5
jAerles 2451 Impact Vinyl SH Nailing
Series 2451 Impact Vinyl SH Nailing Fin
Fin
Limits of Us
Certification Agency Certificate
ve for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL14604 R7 C CAC NI013364.02-RI.pd1
Quality Assurance Contract Expiration Date
httpsllwww.floridabuilding.org/prlpr_app Otl.aspx?param=wGEVXQwtDgswBZVNfe8A7badr84AYj7tbY7Gh5RYFOUAyYKtpYm3gA%3d°/a3d 2/3
5/3/2019
Florida Building Code Online
Impact Resistant: Yes
09/30/2024
Design Pressure: +50/-50
Installation Instructions
Other: Configuration: DIX Max. Frame Size: W-48" H-72"
FL14604 R7 11 08-02914.0iff
Glazing; 3/4" Overall Laminated IG
Verified By: Luis R. Lomas, P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14604 R7 AE 513739.=
Created by Independent Third Party: Yes
14604.6
Series 2461 Impact Vinyl SH Flange
Series 2461 Impact Vinyl SH Flange
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL14604 R7 C CAC NI013364.03-RI.pdF
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
09/30/2024
Design Pressure: +50/-50
Installation Instructions
Other: O/X Max. Frame Size: W-53 1/8" H-72" Glazing: 3/4"
FL14604 R7 II 08-02915.gpf
Overall Laminated IG
Verified By: Luis R. Lomas, P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14604 R7 AE 513740.pLLf
Created by Independent Third Party: Yes
14604.7
Series 2461 Impact Vinyl SH Flange
Series 2461 Impact Vinyl SH Flange
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL14604 R7 C CAC N1012533.01-113.gQ[
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
02/28/2022
Design Pressure: +50/-50
Installation Instructions
Other: Configuration: 0/X Vent Size: W-51" H-34.5" Glazing:
FL14604 R7 11 08-005646 gQf
3/4" Overall Laminated IG
Verified By: Luis R. Lomas, P.E. Florida P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14604 R7 AE 510953A.pQ
Created by Independent Third Party: Yes
14604.8
Series FWI 1000 Impact Aluminum
Series FWI 1000 Impact Aluminum SH
SH
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL14604 R7 C CAC N1009020.01-R2-signed.pdj
Approved for use outside HVHZ: Yes
FL14604 R7 C CAC N1009020.02-RS-slgned•pSJf
Impact Resistant: Yes
F1L14604 R7 C CAC N1009020.03-RZ-signed.12A
Design Pressure: N/A
FL14604 R7 C CAC NI010670.01-R1.pof
Other: See drawing 08-02476 for design pressures. GLASS
FL14604 R7 C CAC N1010670-111-slgpgdpgf
INTERLAYER COMPLIES WITH THE REQUIREMENTS OF THE
Quality Assurance Contract Expiration Date
FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE FOR
12/31/2019
EASTMAN INTERLAYERS
Installation Instructions
FL14604 R7 11 08-02476A g_df
Verified By: Luis R. Lomas, P.E. Florida P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14604 R7 AE 513232A W
Created by Independent Third Party: Yes
aack Nnnt
Contact Us :: 2601 Blair Stone eoatl, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. S4aylight 2007-2013 State of Florida :: Privan Statement :: PCCe551bIliN Statement :: LC
Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a public -records request, do not send ale
mail to this entity. instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to section 455
Florida Statutes, effective October 1, 2012, lirensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. Thr
provided may be used for official communication with the licensee. However email addresses are public recom. If you do not wish to supply a personal address,
provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please clic
Product Approval Accepts:
Credit Card
Safe
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46- MAX FRAME WIDTH
3" MAX..
I 8
MAX 0,r �{
G
S"
MAX.
L
/
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MA
FRN
ElG
32 5/e"
MA
MPZ.
43" MAR( D.L.O.
SERIES2451 VINYLSINGLEHUNG WINDOW
EXTERIOR YIEW
WISIGNGRESSURER. "M
MIPACTR4T/NG
t50.0I
LARGEAND SAuu.
MISSLLEIMPAGT
..4 NICRJFCR'S NIME C.CE 03/01/W RLw
REMSED PER NEX CERIINKLMON 0B/i0/I< P.L.
NOTES:
1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REOUIREMEWS OF THE FLORIDA BUILDING CODE.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3, SHIM AS RECURRED WITH LOAD BEARING SHIM, SHIM WHERE SPACE OF 1/I6- OR GREATER
OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-.
4.. SHIMS SHALL BE LOCATED. APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS,
5. WIND LOAD DURATION FACTOR CE-I.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
6. FRAME MATERIAL EXTRUDED RIGID PVC.
T, UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GRASS DETAILS.
8. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REOUIREO FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
9. FOR ANCHORING THROUGH FIN IWO WOOD FRAMING OR 2X BUCK USE 08 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE,
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALIATION DUMLS,
10, ALL FASTENERS TO BE CORROSION RESISTANT.
I I. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=042
SERIES 2,151 VINYL FIN FRAME IMPACT
SINGLE HUNG WINDOW - 4B" X 72"
TABLE OF CONTENTS ELEVATION AND NOTES
INSTALLATION DETALS
a
APPROVED
SEALANT 1 1/4" MIN.
BEHIND FIN EMBEDMENT
18 WOOD WOOD
SCREW FRAMING
BY OTHERS
1/a" MAX.
SHIM SPACE
1/2" MIN j WOOD FRAMING I/p• MAX
EDGE DISTANCE O BY OTHERS SHIM SPACE
19 WOOD
SCF2w INTERIOR
1 1/a'
MIN.
MBEDMENT
EXTERIOR
INTERIOR
EXTERIOR
/I' IN
EDGE DISTANCE
JAMS INSTALLATION DETAIL
WLbO FMMWG Ofl 1X BULN INSTAW NON
3/A•
O1/8" ANN
.090" P B
BY EASTMAN
I A' MAX 1/8• ANN 1/8" ANN
' r SHIM SPACE µUMINUM
—( EXTERIOR SPACER
1/2' MIN SII(ARE% 552 SYSTEM
EDGE DISTANCE INTERIOR
.000 WOOD
10SCREW I 1/a" MIN. BY OTHERS
FRAMING S/8" ERE
APPROVED EMBEDMENT
SND FIN rtvTE
NT
BEHIND FIN II Iti
VERTICAL CROSS SECTION GLAZING DETAIL S
WDOO EAAIA4VG OR 2YBLCKN5TAWlpN FLYFD
W MANUFAGNREPS NwE CWNGE 3S/01T/0 R.L'vxwE
B 1 REMSEU PER NEW CERIMICATIOH 1 09/20/10 1 R.E.
1/8' ANN
.090" wo
BY EASTMAN
1/B' ANN 1/8ANN
ALUMINUM
SPACER
EXTERIOR SYSTEM
SMAREII 552
L- INTERIOR
5/8" BITE
GLAZING DETAIL A
SASH
NOTES:
I.WTERIORANDENTERiORMNISHES BYONIERS
ZPERMd WNPoHCNWTY.
2 PERIMETEfl ANO.pWTSFALANTBY OTN£RS IO B£
DESIW'ED INAGCOflOANGEWIMASTM E2112
SERIES 2451 VINYL FIN FRAME IMPACT
SINGLE HUNG WINDOW - 48• % 72'
INSTALLATION DETAILS
SIGNED: 031E laC15
5l3/2019 Florida Building Code Online
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r '(' '�.� Product Approval BY
I t�3 USER: PUDIit User
Si:. Lucie Court
Product Aoprzval Menu > Pmdutt or Application Seach > &Qilcatlnn List> Application Detail
FL # FL15212-R7
Application Type Revision 6
Code Version 2017
Application Status Approved ( .
Comments
Archived
Product Manufacturer
Address/Phone/Email-
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
�.,
Raynor Garage Doors
1101 East River Road
Dixon, IL 61021
(815) 285-7286
garyw@mynor.com
Gary Wedekind
garyw@raynor.com
Gary Wedekind
1101 E River Road
Dixon, IL 61021
garw@raynor.com
Nathan Stralow
1101 East River Road
Dixon, IL 61021
(815)285-7443
nstralow@raynor.com
Exterior Doors
Sectional Exterior Door Assemblies
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
71 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Scott A. Brown
Evaluation Report
Florida Dcense
PE-65940
Quality Assurance Entity
UL LLC
Quality Assurance Contract Expiration Date
07/31/2020
Validated By
John E. Sates, PE
+' Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FLIS212 R7 COI Raynor Letter of Indp S Brown.pilf
Standard
ANSI/DASMA 108
ANSI/DASMA 115
TAS 201
TAS 202
TAS 203
Year
2012
2012
1994
1994
1994
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Sections from the Code
Florida Building Code Online
Product Approval Method
r
Date Submitted
,.
Date Valitlatetl
Date Pending FBC Approval
Date Approved
Summary of Products
Go to Page L- 10
Method 1 Option D
10/12/2017
10/18/2017
10/22/2017
12/12/2017
0 d Page l/ 2 0 is
FL #
Model, Number or Name
Description
15212.1
AlumaView (AV200), StyleView
1-15/16" thick aluminum rail and style door with full view glass.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15212 R7 II P-2409- -%gdj
Approved for use outside HVHZ: Yes
Verified By: Scott A. Brown 65940
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +43.0/-48.0
Evaluation Reports
Other: Max. door size = 14'-2" wide x 20'-0" high for
Alumaview and 14' -2" wide x 10'-0" high for StyleView.
FL15212 R7 AE Product Evaluation 37-A.PDF
Created by Independent Third Party: Yes
15212.2 . ,
Alumaview (AV200), StyleView
1-15/16" thick aluminum rail and style door with full view glass.
Limits of,Use
Installation Instructions
Approved for use in HVHZ: No
FL15212 R7 11 P-3327- %g ff
Approved for use outside HVHZ: Yes
Verified By:. Scott A. Brown 65940
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +43.0/-48.0
Evaluation Reports
Other: Max. door size = 14'-2" wide x 20'-0" high for
FL15212 R7 AE Product Evaluation 37-A.PDF
Alumaview and 14' -2" wide x 10'-0" high for StyleView.
Created by Independent Third Party: Yes
15212.3
BuildMark
2" thick steel pan residential and light commercial sectional
garage door, 26 ga.
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL15212 R7 II P-3317-D.=
Approved for use outside HVHZ: Yes
Verified By: Scott A. Brown 65940
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +37.4/-41.7
Evaluation Reports
Other: Max. door size = 18'-0" wide x 16' _on high
FLIS212 R7 AE Product Evaluation 37-A.PDF
Created by Independent Third Party: Yes
15212.4
BuildMark
2" thick steel pan residential and light commercial sectional
garage door, 26 ga.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15212 R7 II P-3318-D.g_df
Approved for use outside HVHZ: Yes
Verified By: Scott A. Brown 65940
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +39.3/-43.8
Evaluation Reports
Other: Max. door size = 16' wide x 16' high
FL15212 R7 AE Product Evaluation 37-A.PDF
Created by Independent Third Party: Yes
15212.5
BuildMark, TradeMark
2" thick steel pan residential and light commercial sectional
garage door, BuildMark 26 ga., TradeMark 24 ga.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FLIS212 R7 II P-3322-C.gpj
Approved for use outside HVHZ: Yes
Verified By: Scott A. Brown 65940
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +41.6/-47.1
Evaluation Reports
Other: Max. door size = 9' wide x 16' high
FL15212 R7 AE Product Evaluation 37-A.PDF
Created by Independent Third Party: Yes
15212.6
BuildMark, TradeMark
2" thick steel pan residential and light commercial sectional
garage door, BuildMark 26 ga., TradeMark 24 ga.
Limits of Use ..Installation
Instructions
Approved for use In HVHZ: No
FL15212 R7 11 P-3361-B.gpj
Approved for use outside HVHZ: Yes
Verified By: Scott A. Brown 65940
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +47.3/-47.3
Evaluation Reports
Other: Max door size = 16' wide x 8' high
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Florida Building Code Online
FL15212 R7 AE Product Evaluation 37-A.PDF
Created by Independent Third Party: Yes
15222.7
BuildMark, TradeMark
2" thick steel pan residential and light commercial sectional
garage door, BuildMark 26 ga., TradeMark 24 ga.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15212 R7 ri P-2301-D.gQ(
Approved for use outside HVHZ: Yes
Verified By: Scott A. Brown 65940
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +31.0/-35.1
Evaluation Reports
Other: Max, door size = 9' wide x 16' high
FLIS212 R7 AE Product Evaluation 37-A.PDF
Created by Independent Third Party: Yes
15212.8
BuildMark, TradeMark
2" thick steel pan residential and light commercial sectional
garage door, BuildMark 26 ga., TradeMark 24 ga.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15212 R7 It P-2301-1).gQj
Approved for use outside HVHZ: Yes
Verified By: Scott A. Brown 65940
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +24.8/-28.0
Evaluation Reports
Other: Max. door size = 9' wide x 16' high
FL15212 R7 AE Product Evaluation 37-A.PDF
Created by Independent Third Party: Yes
15212.9
BuildMark, TradeMark
2" thick steel pan residential and light commercial sectional
garage door, BuildMark 26 ga., TradeMark 24 ga.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FLIS212 R7 II P-2357-B.D9
Approved for use outside HVHZ: Yes
Verified By: Scott A. Brown 65940
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +16.0/-17.7
Evaluation Reports
Other: Max door size = 16'-0" x 16'-0"
FU5212 R7 AE Product Evaluation 37-A.PDF
Created by Independent Third Party: Yes
15212.10
BuildMark, TradeMark
2" thick steel pan residential and light commercial sectional
garage door, BuildMark 26 ga., TradeMark 24 ga.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15212 R7 II P-2300-B.pj—f
Approved for use outside HVHZ: Yes
Verified By: Scott A. Brown 65940
Impact Resistant No
Created by Independent Third Party: Yes
Design Pressure: +18.5/-20.9
Evaluation Reports
Other: Max. door size = 9'-0" x 16' - 0"
FL15212 R7 AE Product Evaluation 37-A.PDF
Created by Independent Third Party: Yes
15212.11
BuildMark, TradeMark
2" thick steel pan residential and light commercial sectional
garage door, BuildMark 26 ga., TradeMark 24 ga.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FLIS212 R7 II P-2358-B.odf
Approved for use outside HVHZ: Yes
Verified By: Scott A. Brown 65940
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +18.0/-22.7
Evaluation Reports
Other: Max. door size = 16"-0' wide x 16' - 0" high
FL15212 R7 AE Product Evaluation 37-A.PDF
Created by Independent Third Party: Yes
15212.12
Showcase, Masterpiece
2" thick steel sandwich residential and light commercial
sectional garage door.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15212 R7 If P-2365-B.pdj
Approved for use outside HVHZ: Yes
Verifled By: Scott A. Brown 65940
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +Varies/-Varles
Evaluation Reports
Other: Design pressure with no windows = +26.4/-29.4,
design pressure with windows = +18.0/-20.0. Max door size is
FL15212 R7 AE Product Evaluation 37-A PDF
Created by Independent Third Party: Yes
16'-0' x 16'-0"
15212.13
Showcase, Masterpiece, TC200
2" thick steel sandwich residential and light commercial
sectional garage door.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15212 R7 IT P-3 14- .gd[
Approved for use outside HVHZ: Yes
Verified By: Scott A. Brown 65940
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +43.5/-50.0
Evaluation Reports
Other: Max. door size = 18'-2" wide x 16' high.
FL15212 R7 AE Product Evaluation 37-A.PDF
Created by Independent Third Party: Yes
15212.14
Showcase, Masterpiece, TC200
2" thick steel sandwich residential and light commercial
sectional garage door.
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5/312019
Florida Building Code Online
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15212 R7 It P-3312-C.Pdf
Approved for use outside HVHZ: Yes
Verified By: Scott A. Brown 65940
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +Varies/ -Varies
Evaluation Reports
Other: 9' wide high design pr. _ +65.0/-75.0, 12' wide design
FL15212 R7 AE Product Evaluation 37-A PDF
pr. _ +56.4/-65.1, 16' wide design pr. _ +45.0/-52.0. Up to
Created by Independent Third Party: Yes
16' high.
15212.15
SteelForm 24 ga, Steelform 20 ga
2" thick steel pan commercial sectional garage door
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15212 R7 II P-3313-C.pdf
Approved for use outside HVHZ: Yes
Verified By: Scott A. Brown 65940
Impact Resistant: Yes
Created by independent Third Party: Yes
Design Pressure: +Varies/ -Varies
Evaluation Reports
Other: 9'-2" wide design pr. _ +80.0/-85.8, 12'-2" wide
design pr. _ +60.0/-74.5, 18'-2" wide design pr. =
F1,15212 R7 AE Product Evaluation 37-A.PDF
Created by Independent Third Party: Yes
+40.0/-52.0. Up to 24' high.
15212.16
SteelForm 24 ga, SteelForm 20 ga
2" thick steel pan commercial sectional garage door
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15212 R7 IT P-3310-B.12df
Approved for use outside HVHZ: Yes
Verified By: Scott A. Brown 65940
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +41.5/-47.0
Evaluation Reports
Other: Max. door size = 12'-2" wide x 20' high.
FL15212 R7 AE Product Evaluation 37-A.PDF
Created by Independent Third Party: Yes
15212.17
SteelForm 26 ga, SteeForm 24 go,
2" thick steel pan commercial sectional garage door
SteelForm 20 ga
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15212 R7 II P-2405-B.pdf
Approved for use outside HVHZ: Yes
Verified By: Scott A. Brown 65940
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +Varies/ -Varies
Evaluation Reports
Other: Design Pressures: 8'-2" wide = 47.8/-54.7, 9'-2" wide
= 42.1/-47.6, 10'-2" wide = 37.2/-42.1, 11'-2"wide =
FL15212 R7 AE Product Evaluation 37-A.PDF
Created by Independent Third Party: Yes
31.0/-37.7, 12'-2" wide = 30.7/-34.1, 13'-2" wide =
28.0/-31.2, 14'-2" wide = 25.1/-28.7, 15'-2" wide =
23.6/-26.5, 16'-2" wide = 22.0/-24.7, 17-2" wide =
22.6/-28.1, 18'-2" wide = 23.2/-30.7, 19'-2" wide =
20.8/-27.6, 20'-2" wide = 18.8/-24.9 Max door ht = 24'-0"
15212.18
SteelForm 26 ga, SteeFcnn 24 ga,
2" thick steel pan commercial sectional garage door
SteelForm 20 ga
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
F1,15212 R7 II P-2406-B.Pdf
Approved for use outside HVHZ: Yes
Verified By: Scott A. Brown 65940
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +Varies/ -Varies
Evaluation Reports
Other: Design Pressures: 8'-2" wide = 22.6/-27.0, 9'-2" wide
= 20.0/-23.5, 10'-2" wide = 17.8/-20.7, 1V-2" wide =
FL15212 R7 AE Product Evaluation 37-A.PDF
Created by Independent Third Parry: Yes
16.0/-18.5, 12'-2" wide = 14.5/-16.7, IT-2" wide =
13.3/-15.2, 14'-2" wide = 12.3/-14.0, 15-2" wide =
11.4/-12.9, 16-2" wide = 10.6/-12.0, Maximum door height =
24'-0"
15212.19
SteelForm 26 ga, SteeForm 24 ga,
2" thick steel pan commercial sectional garage door
SteelForm 20 ga
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15212 R7 II P-2407-B.p-dj
Approved for use outside HVHZ: Yes
Verified By: Scott A. Brown 65940
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +Varies/ -Varies
Evaluation Reports
Other: Design Pressures: Up to 16-2" wide = 43.3/-53.3,
FL15212 R7 AE Product Evaluation 37-A.PDF
17-2" wide = 36.0/-46.7, 18'-2" wide = 30.0/-41.2, 19'-2"
Created by Independent Third Party: Yes
wide = 27.0/-37.0, 20'-2" wide = 24.3/-33.4, Maximum door
height = 24'-0"
15212.20
SteelForm 26 ga, SteeForm 24 ga,
2" thick steel pan commercial sectional garage door
SteelForm 20 ga
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
B.
R7 fI P-2408-o4f
_ _ _
Approved for use outside HVHZ: Yes
_FL15212
VerifiiedByi Scott-A.-Brown-65940 -
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +Varies/ -Varies
Evaluation Reports
Other: Design Pressures: 8'-2" wide = 39.8/-45.2, 9'-2" wide
= 34.0/-38.5, 10'-2" wide = 29.6/-33.4, 11'-2" wide =
FL15212 R7 AE Product Evaluation 37-A.PDF
Created by Independent Third Party: Yes
hops:lAwAyfloridabuilding.org/prlpr app_dU.aspx?param=wGEVXQwtDgv3yWKJZlQR XM25961%2bYoKHXmgKJr]TacB6%2bTUjTgug%3d%3d 415
5/3/2019 Florida Building Code Online
26.1/-29.5, 12'-2" wide = 23.4/-26.3, 13'-2" wide =
21.1/-23.8, 14'-2" wide = 19.2/-21.6, 15'-2" wide =
17.61-19.8, 16'-2" wide = 16.3/-18.3, 17'-2" = 17.3/-19.4,
18'-2" = 18.1/-20.2, 19'-2" = 16.3/-18.1, 20'-2" = 14.7/-16.4,
Maximum door height = 24'-0"
Go to Page d Page 1 / 20 0
Back N—
Contact Us:: 2601 Blair Stone Road. Tallahassee R 32399 Phone: 850-467-1824
The State of Florida is an ANEW employer. j,ogyljght 2007-2013 State of Florida.:: Ptivacv Statement :: Acaeslbll'ty Statement;: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request. do not send electronic
mail to this batty. Instead, contact the orrice by phone or by traditional mail. If you have any questions, please contact 850.487.1395. •Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide Me Department with an email address if May have one. The emaik
provided may be used for official communication with Me licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide Me Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dirk here .
Product Approval Accepts:
�®—
Credit Card
Safe
https:IAm .loridabuilding.org/pr/pr app_dd.aspx7param=wGEVXQwtDgv3yWKJZlQRAVv125961%2bYoKHXmgKJrlTacB6p/o2bTUjTgug%3de/p3d 5/5
SECTION A -A
2SECTION THICKNESS
1WX W SHEET
METAL SCREW
(3) REDD PER TOP
FIXTURE
TOP
FIXTURE
! WNDOWSECTIONS END STILE
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SECTION ��\\54OS�`DA
* � No 0085940 •�
��••• STATE OF V4
p "AV
FCORIDP,•G��\��
PTRAGr R RETAINERON
Digitally signed
by Scott A
Brawn, PE
Date: 2017-10-09
18:15:07
STEELSECTION
BNLDMARK.017, TRADEMARK.073 THICK G40
GALVANIZEDSTEEL`M HANEPDXYPRIMERANO
BAKED ON POLYESTER FINISH WHICH IS
ROU,FORMED WNH WOOD GRAIN TEXTURE AND
STAMPED WITH EMBOSSED OR FLUSH PANELS.
CENTERSTILE -
TOXLOCKEDAND
GLUED TO PANEL
SEE DETAIL
ON SHT 3
2r THICKPOLYCARSONATE
WITH PERVAETER GROOVE
7-0-HI
OTHX
HE
AVA IA
10'-0'
OR:
SEX
CENTER
ALUMIUM INTERIOR
WINDOW FRAME
SECTION C-C
ON SHT3 SEE DETAIL
RETAINING
7/10' PUSH
SECTION B-B RETAINING
REOUIRE01
WINDOWSEE DETAIL
SIZE=1rXT1-1wIv
OPTIONAL
DECORATIVE
INSERTS
- SCREW, WIND
(10)PER WINDOW
MAR, GLAZED SECTION ONLY
SEE DETAIL ON SHT 3
EDGEHINGE
SEE DETAIL ON SHT 3
A
SPRING COLINTERBA1. N
TOP FIXTURE
SEE DETAIL ON SHT 3
WINDOWS (OPTIONAL)
HEIGHT STEELREINFORCEMENT
(1)6 PERSECTION,(2)0.
H SHOWN ONTOPSECTIONFASTENEDTO
3 DOOR ALLCENTERANDENDSTILES
RDO USING (gUrXWTHREAD-
3HTS O FORMNG SELF -TAPPING SCREW
UE UP ISNG10' ATEPCHLOCATON
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TONS LOCKSREOUIREDON
MANUALLY OPERATED DOOfiB
SEE LOCK DETAILON SHT3
CORNER BRACKET
SEE DETAIL ON SHT3
I
I II
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F-- DOOR WIDTH Btl SHOWN^
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SEES
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SEE DETAIL ON ENT 3
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SEE DETAIL ON SHT3
TRACKROLLER
SEE DETAIL ON CHIT
TRACK r SHOWN, W OPTIONAL
SEEOETAILONSHT3
HINGE EDGE HINGE DETAIL
DOORS TESTED PER
ANSVDASMA 108
FOR STATIC AIR PRESSURE
TESTED PER TAB 201 AND TAB
203 AND ANSVDASMA 115 FOR
LARGE MISSILE IMPACT AND
CYCLIC WIND PRESSURE
DOOR W D H
MO)IIM� DESIGNLOAD
J7.1
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PANEL
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HEADIAOSCREWS.SEE
DETAILONSHT3
TYPICAL TRACK INSTALLATION
NORMALHEADROOM TRACK SHOWN, LOW
HEADROOM, LIFT CLEARANCEAND VERTICAL LIFT
TRACKAVMIABLE
NO LOAD FROM WHO APPLIED
TO HORIZONTAL MEMBER
FASTENERS TO
CONTINUE PAST
HEADER
MAXIMUM ON CENTER
FIRST FASTENER 6 ABOVE THE
JAMBATTACHMENTNOTES
MOD.MMBS. SEE CHARTFOR
BUCKATTACHMENTTO
STRUCTURE
WIDTH
1. MAXIMUM POSRME LOAD PERJAMB . (C-0-X41.8 PSF) /2. 10 LDS PER FOOT
2. MAXIMUM NEGATIVE LOAD PER JAMB. (74-X47.1 PSF) /2. 212 LES PER FOOT.
3. DEGION OFTHE GUPPORTNG BTRUOTURE SHALL BE THE SOLE RESPONSIBUTYOF
THE BUILDING DESIGNER AND SHALL BE DESIGNED FORTHEJAMB LOADS LISTED IN
NOTES i AND2.
4. ALTERNATEJAMB ATTACHMENTS MAY SE USED IFAPPROVED BYA REGISTERED PROFESSIONAL
ENGINEER.
5. M MATECHNICAL DATA SHEET TOS-181 MAY BE USED FORALTERNATE JAMB ATTACHMENTS.
8. W8' DIAMETER LAG SCREWS REQUIRE 111T DIAMETER PILOTHOLE AND 1-1Z MINIMUM EDGE DISTANCE..
m /.TTILg1OlfTO
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00 KSI MINIMUM YIELD
OPTIONAL INTERIOR
LOCKDETAIL
!NBF
No 0065940 �•�
i
p'•• STATE OF
11111III
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690TImEm Creek Road
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IN �"D 1.98 r.89 RE
AN GALWp V STEEL
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Ir�r� 2.dd F-+2.76
SE"ONHEIGHT I SECTION HEIGHT
I
Digitally signed by
Scott A Brown, PE
Date: 2017-10-09
18:17:62
CENTERSTILE END STRE
.036 GALV. STEEL .063 GALV. STEEL
D 0
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Io 0
2.72-1
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.065 GALV. STEEL
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5/3/2619 Florida Building Cade Online
BCIS Home I Login I User Registration I Hot Toples I Submit Surcharge I Stats&Facts I Publications I Contact Us I BCIS Site Map I Unks I Search
Florida
p Product Approval SCANNFL
USER: Public User
BY
u v p£dj ct ftproval Menu > Product or agpllcation Search > angUz 1pp Lii [> Application Detail Sl• udG YoOnixt
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
FL14850-R3
Revision
2017
Approved
19
Custom Window Systems Inc.
1900 SW 44th Avenue
Ocala, FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Kevin Pine
kpine@cws.cc
lay Lathrop
1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Arturo Monteverde
1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext 221
amonteverde@cws.cc
Exterior Doors
Swinging Exterior Door Assemblies
�0
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
LJ Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas Turner
Evaluation Report
Florida License
PE-58201
Quality Assurance Entity
Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date
07/21/2020
Validated By
Steven M. Urich, PE
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
9 Validation Checklist - Hardcopy Received
FL14850 R3 COI EvalRenort641C.pdf
Standard
AAMA/WDMA/CSA 101/I.S.2/A-440
ASTM E1886-05
ASTM E1996-05
PA TAS/201/202/203
Year
2005
2005
2005
1994
https://www.floridabuilding.org/pr/pr app_ fl.aspx?param=wGEVXQwt0quHl FzfePouW7oGhYGF3pWu0cPHYdVvGbMBR4n%2f4ofOfg%3d%3d 112
5/3/2099
Florida Building Code Online
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
f—�
Method 1 Option D
09/28/2017
09/29/2017
10/02/2017
12/12/2017
FL if
Model, Number or Name
Description
14650.1
FD-8750, Impact.
FD-8750 French Door, SD-8700 Swing Door, SLT-8710 Sidelite,
Impact.
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL14850 R3 11 CWS-641C.pdf
Approved for use outside HVHZ: Yes
Verified By: Lucas Turner 58201
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +70/-70
Evaluation Reports
Other: Large Missile French Door w/ Sidelights, Max. French
FL14850 R3 AR EvalRepor�641C,pQf
Door 6' x Sir Max. Single Door Tx 8', Max. Sidelight 3' x 8', DP
Created by Independent Third Party: Yes
+/- 70 psf. Glass complies to ASTM E1300-04.
Back Next
Contact US:: 2601 Mall stone Road, Tallahassee FL 32399 Phone, 850-487-1824
The state of Florida B an WEEK) employer. QVdght 2007-2013 state of Florida.:: Privacy Statement:: peresslbillN Statement:: R.Fo
Under Florida law, email addresses are public records. if you do not want your e-mail address released In response to a publicrecords request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. `Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an small address if they have one. The emails
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here .
Product Approval Accepts:
®®C9®
securityh T1tics`
https:/Aw.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquHl FzfePouW7oGhYGF3pWxOcPHYdVvGbMBR4n%2f40fafg%3d%3d 2/2 IL
f
SWING DOOR & SIDELITE - LARGE MISSILE IMPACT
79' MAX. FRENCH DOOR WIDTH
375/8' MAX
PANELWIDTH
265W
GLASS DLO
_
Tll
7'
AAX
NIT
EGHT
C
953/16'
MAX
X
X
PANEL
HEIGHT
84 311W
GLASS
SEE
DLO
NOTE4
A
11
FRENCH DOOR
TABLE OF CONTENTS
B
1
SINGLE DOOR
GENERAL NOTES:
/J11___�_
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
W�IN(1N//�J/N(\/W�(1Yf/SYW///�I EMS
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT
-
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ)AND
1900SW44THAVE.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED
OCALA. FLORIDA 34474
IN ASTM E 1996 PER THE FBC.
WWW.CWS.CC
2. GLAZING OPTIONS: (SEE SHEET 4)
8700/10/50 PVC
3.CONFIGURATIONS: SINGLE OUTSWING, SINGLE OUTSWING
w/SIDELITE(S),FRENCH DOOR(S),FRENCH DOOR(S)
SWINGDOOR
W/SIDELITE(S), SIDELITE NOT ATTACHED.
IMPACT
4. LOCK OPTIONS:
.�
a
z 3 <z O
UP TO 6'8':
A. DOUBLE BORE w/IWO (2) INTERIOR FLUSH BOLTS.
HANDLE SET ®36'
wwp <�ow
B. MORTISE LOCK w/ TWO (2) INTERIOR FLUSH BOLTS.
SET(
w
zOz W--.
Qw3Zr033i
HANDLE aJ 34'
C. MULTIPOINT(4 PT.)
z
0
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OI-OV<x�z
HANDLE SET ®34'
OO
ABOVE 6'8':
z-o-z'jy
A. HANDLE SET@ 34MULTIOIT IS �
<
�ZU �00wO
F
5. DESIGN PRESSURERATING:
1 31,6
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
w
O K 0 O w N w
GLASS TABLES ASTM E-1300-04e0V09.
a
n0
i w w D 1 w 1-
i' j
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
w F O u
INFILTRATION TEST PRESSURE AND GLASS TABLES
x ofw3wm
ASTM E-1300.04501/09.
6 ANCHORAGE:INCREASE
NSHEETS 11 12 FOR ANCHOR
THE DESIGN OFTHIS PRODUCT. SEE
6 N�v,T(�
DETAILS. WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD
Sic •,'P.y���
ANCHOR CALCULATIONS.
`� f No 58201:mP%
7. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE
;•
NOT REQUIRED.
%9. STATE OF
B. ALL PROCEAND SSEDTOGETHER. PANELS
'�,8;6OR���'�j��:`
SCREWED
ARE PROCESSEDEARE
, ����,i'%,m L1'
9. SERIES / MODEL DESIGNATION SD-8700, FD-8750, SLT-8710.
10. THE DESIGNATION XAND O STAND FOR THE FOLLOWING:
X - OPERABLE SASH, O " FIXED SASH
11. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR
LOCATION.
9IM2017
LUCAS A. TURNER, P.E.
12. INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO
SEVERE W EATHER.
FL PE 9 68201
13. QUALIFIED ALTERNATIVE LOCKSET/DEADBOLT HARDWARE IS
1239 JABARA AVE.
NORTH PORT, FL 34288
GRADE 2 BY PAMEX AND DEIANY.
PH. 941-38D-1574
14. MAX. PANEL WIDTHS APPLY TO ALL CONFIGURATIONS, MULLED OR
SHEETDESCRIPTION:
NON -MULLED UNITS.
GENERAL NOTES AND
ELEVATIONS
LucasTurner
GENERAL NOTES S ELEVATIONS ........
1-3
TYPE
MAX. PANEL SIZE
DESIGN PRESSURE RATING
IMPACT RATING
DRAWN UY:
DATE:
GLAZING DETAILS....................................4
2017-09-22
AIDE
09/08/11
SECTION VIEWS ......................... _.........
BOM............................................................8
5-7
SINGLE
37-5/8" x 95-3/16"
13:18-04:00
DWG M.
REV,
EXTRUSIONS.............................................9
FRENCH
+/- 70 PSF
LARGE MISSILE IMPACT
CWS-641
c
ANCHOR SCHEDULE S NOTES..............10
INSTALLATION DETAILS....................11-12
SIDELITE
33-5/8" x 94-5/8"
3
1:35
SHEET
1 OF 12
151 318• MAX. UNIT
WINDOW SYSTEMS
1900 SW 44TH AVE.
17
OCAIA 34d74
WS.cCFLORIDA
WWW.CWS.CC
8700/10/50 PVC
SWING DOOR
IMPACT
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18'
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1239 JABARA AVE.
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09/08/11
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UNIT
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37 518' MAX.
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NOTE:
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1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SHEET DESCRIPTION:
22518GENERAL NOTES AND
GLASS DLO GLASS DLO GLASS DLO GLASS DLO ELEVATIONS
DRAWN BY: DATE:
FRENCH DOOR w/SIDELITES SINGLE DOOR W/SIDELITES ADE 09/08/11
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112 3/8' MAX UNIT W IDTH
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WINDOW SYSTEMS
1900 SW 44TH AVE.
1. OVERALL
1. OVERALL
OCALA, FLORIDA 34474
www.cws.cc
3116' TEMPERED
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5116' AIRSPACE
318' AIRSPACE
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1239 JABARA AVE.
NORTH PORT, FL 34286
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SHEET DESCRIPTION:
GLAZING DETAILS
GLASS TYPE A
GLASS TYPE B
DRAWN BY:
DATE:
AIDE
09/08/11
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C
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A
A
A
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INTERIOR
WINDOW SYSTEMS
68 7 4 8 48
6
61 8 7
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OCALA, FLORIDA 34474
WWW.CWB.CC
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83
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NORTH PORT, FL 34288
0
9
PH. 941-380-1574
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SHEET OESMPTIoN:
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scALE:
SHEET
12
5 OF 12
INTERIOR
SECTION VIEW C-C
NOTE: VERTICAL SECTION SIMILAR ITEMS NOT SHOWN FOR CLARITY:
TO SINGLE DOOR. SEE SHEET 5 10-13,15-17, 22, 26-28. 36-39, 43, 54. 57
REMS NOT USED IN VERSION SHOWN:
8.9, 15-16, 25, 40, 42, 45.46, 48, 52-53, 58, 60, 74, 76
aaom.ffl
WINDOW SYSTEMS
19DO SW 44TH AVE.
OCALA. FLORIDA 34474
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1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
IEETOESCRIGTION:
SECTION VIEWS
FRENCH DOOR
41WN BY:#REV.:
ADE
VG p: CWS-641:2.5
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SECTION VIEW D-D
ERII
SECTION VIEW E-E
SEALANT APPLIED TO
ADJOINING FACES
BYINSTALLER
6' FROM
17' MAX.
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
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ADJOINING FACES
BY INSTALLER
THRU HINGE INTO SIDELITE AT EACH HINGE.
SEE SHEETS 1 S 3 FOR HINGE SPACING.
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SHEET DESCRIPTION:
SECTION VIEWS
ATTACHED SIDELITE
ITEMS NOT SHOWN FOR CLARITY:
DRAWN 8Y;
DATE:
10-11,16, 22. 28. 43. 57
ADE
09108111.
ITEMS NOT USED IN VERSION SHOWN:
1-3, 6-15, 17-18, 20-21, 23-24, 26-27, 30-39,
41, 44-46, 48-52, 54-56, 5861, 63-71, 74-76
DWG#:
CW S-641
REW
C
SCALE:
SHEET
12
7OF 12
PARTS LIST
PARTS LIST
REM
PART#
DESCRIPTION
MATERIAL
VENDOR
ITEM
PART
DESCRIPTION
MATERIAL
VENDOR
�q
// p//(�s4im•
1
H-1833
MAIN FRAME HEAD
ALUM
KEYMARK
51
P5131
GASKET, DOORSILL, BACK
FOAM
HO PRODUCTS
I
WINDOW SYSTEMS
19M SW 44TH AVE.
OCALA, WSCCA34474
L RI
W ALA, FLORIDA
2
H-1857
ASTRAGAL INACTIVE FD PVC
ALUM
KEYMARK
52
P5134
SCREW, #10 X1-3W FLAT SQUARE TYPE F@HINGE
FASTENAL
3
H-1858
ASTRAGAL ACTIVE FD PVC
ALUM
KEYMARK
53
P5151
GASKET, SIDELrrE
FOAM
HO PRODUCTS
4
H-1860
REINFORCEMENT, VERT
ALUM
KEYMARK
54
P5157
SCREW #10-24 x 1/2', FI Uodemal PH, 1MSS @ KEEPER
FASTENAL
5
H-1881
REINFORCEMENT HORIZ.
ALUM
KEYMARK
55
P5158
BOTTOM SEAL
RUBBER
TEAM
6
H-1878
MAINFRAME, SILL
ALUM
KEYMARK
56
P5172
WSTP, .370 X.187, TRI FIN, BLACK
ULTRAFAB
8700110/50 PVC
SWING DOOR
IMPACT
7
H-1880
MAINFRAME JAMB
ALUM
KEYMARK
57
P5174
SCREW #8 X3/4" HEX WASHER HEAD, @ FRAME
FASTENAL
8
K1881
MAINFRAME SIDELITE 0 DOOR
ALUM
KEYMARK
58
P5186
SCREW #e-32 x 1-1/4' PH,FL MS, SS @ PLUNGER
SS
FASTENAL
9
HF7900
MAINFRAME SIDELITE JAMB HEAD SILL
ALUM
KEYMARK
59
S-1783
THRESHOLD, HIGH RISE
ALUM
KEYMARK
10
P-3039
SETTTING BLOCK 85 DUR 1/8 X 1 X 2
RUBBER
FRANKLOWE
60
S-1784
INSERT, REINFORCEMENT
ALUM
KEYMARK
61
S-1806
COVER, JAMB, ANCHOR
ALUM
KEYMARK
11
SIKAFLEX 552 or PURFECTGLAZE"H'
SIKA- HENKEL
62
5-1816
COVER, JAMBS, HEAD,SILL, SIDELTTE
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KEYMARK
12
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SCREW #8 X 1/2' PH TRUSS SS ASTRAGAL CAP
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ALUM
KEYMARK
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P-3511
SCREW #8 x5/8" SO. PAN TEK TIEROD BRIT
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64
S-1840
COVER, HEAD, ANCHOR
ALUM
KEYMARK
14
P-3587
SCREW #8X 1' PH FLATTEK ASTRAGAL INSERTLOCK
FASTENAL
65
S-1849
INSERT, INACTIVE PNL, LOCK HARDWARE
KEYMARK
15
P-3767
SCREW #10 X 1' HEXHEAD, TEK SIDELITE
FASTENAL
66
5-7859
COVER, ASTRAGAL, FD
ALUM
KEYMARK
16
P4146
SCREW #8 X 314 PHIL FLAT SS TEK SIDELITE SHIM
FASTENAL
67
S-1864
INSERT, FROM, BTM ATTACH
SILL
ALUM
KEYMARK
17
P4278
FUZZY PAD .200" x 1.250' W/ADHESIVE
ULTRAFAB
88
5-1865
INSERT, BACK, BTM ATTACH
SILL
ALUM
KEYMARK
18
P4522
#10 x 1 114' PH FLAT SMS - HINGE PANEL
FASTENAL
69
S-1915
BASE. SWEEP
ALUM
KEYMARK
19
P4774
WSTP BULB/LEAFS PANEL
AMESBURV
70
5-1918
DRIP
COVER, SWEEP
ALUM
KEYMARK
20
P4790
FLUSHBOLT ASSM TOP/BTM
SULLIVAN
71
55083
PANEL,
TOP/BTM
RAIL,
SIDES
-DOOR -
PVC
MIKRON
21
P4794
SCREW#8x5/8"SCLFLATTEK a INSERTATTACH -
FASTENAL
72
55083
PANEL,TOP/BTM
RAIL,
SIDES
-SIDELITE
PVC
MIKRON
22
P4802
ALL THREADED ROD TIE ROD
MCMASTER
73
55084
GWJNG BEAD (I-)
PVC
MIKRON
n
- N wa 010 y
23
P-4807
HINGE GUIDE
HOPPE
74
HAS88
REINFORCEMENT, VERT., SINGLE DOOR
ALUM
KEYMARK
0
w € w 3 w h
24
Ps80BT<
HINGE, SET
HOPPE
75
GLASS
SEE SHEET
D-
a z w
25
P-4814
WSTP.50X.750 FOLDED BULB SEAL SIDELITE
AMESBURY
76
H-1862
REINFORCEMENT, VERT.
ALUM
KEYMARK
26
P4863
LOCK STRIKE PLATE
PADDOCK
77
1 PAW7
MORTISE LOCK
PADDOCK
�„" jpRE�y T •�,
27
P4864
RHINO STRIKE PLATE
PADDOCK
HEAD SILL
ALL FRAMES ARE MECHANICALLY FASTENED
• ALTERNATE APPROVED LOCKSETS:
;AMEX GRADE 2 LOCKSET AND DEADBOLT
;
: JVP�'..�1GENgF;�y,` +
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9 ; STATE OF ICU A.
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9/22/2017
28
P4866
GUIDE, nE ROD
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M&M
29
P4871
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ZINC
SULLIVAN
3U
P48135
SHOOT BOLT TOP
PADDOCK
31
P4886
SHOOT BOLT, BOTTOM
PADDOCK
32
P4851
LOCKBAR INACTIVE 8 FT
PADDOCK
32
P4884
LOCKBAP, MULTI -POINT 5PT 8 FT
PADDOCK
32
P4901
LOCKB MULTI -POINT 4PT 68 FT
PADDOCK
32
P4902
LOCKBAR INACTIVE 6'8 FT
PADDOCK
33
P4903
HANDLE SET ACTIVE
-
PADDOCK
34
P4905
HANDLE SET INACTIVE
PADDOCK
35
P4913
WSTP .50X.50 FOLDED BULB SEAL DOOR
SCHELGEL
36
P4917
CAP ASTRAGAL OUTSIDE
NYLON
M&M
37
P4918
GUIDE FLUSH BOLT INACTIVE PNL
I M&M
36
P4922
COVER INTERIOR, FLUSH BOLT
NYLON
M&M
LUCAS A. TURNER, P.E.
FL PE# 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
39
P4926
CAP ASTRAGAL INSIDE
NYLON
M&M
40
P4926
SHIM SIDELITE DOOR SHIPPING BLOCK
NYLON
M&M
41
P4927
GUIDE FLUSH BOLT
NYLON
M&M
42
P493D
SCREW, #10 X 1-1/4" HEX HEAD TEK a SIDELITE ATTACH
FASTENAL
43
P4933
NUT 31T-16 FLANGED W/ SERRATED LIP SS PANEL
McMASTER
SHEET DESCRIPTION:.
BOM
44
P4934
SCREW, #12-24 X 1/T PH FLAT MS HINGE
FASTENAL
45
P4936
DOORKNOB, ACTIVE PANEL
DELANY
46
P4937
DEADBOLT ACTIVE PANEL '
DELANY
DRAWN BY:
ADE
OATS:
09/OBI11
47
P4969
SCREW #10 X 2" REINF. ATTACH.
FASTENAL
48
P4997
STRIKE DEADBOLT
I PADDOCK
49
P-5127
SCREW #12X2' PH PAN SMS ANCHOR
FASTENAL
DWG 4:.
CWS-641
REV:
C
50
P-5130
GASKET DOOR SILI I
FOAM
I HO PRODUCTS
8
1:1
SHEET
8 OF 12
49116-
FUT7/16'
J 1/18'
DOOR HEAD-1833
49/1fi' A
1 1118' � 6
L 1/16'
DOOR SILL-1878
�4 DIHB� f�
7
19/i6' U
2
2
DOORJAMB-1880
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9/16'-{
9
21/16'
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NOTE: ALL EXTRUSIONS ARE 6063-T6 ALUMINUM
5
PVC DOOR PANEL - 6083
REINFORCEMENT -1861
66
2• 1/18'
ASTRAGAL COVER-1859
4
REINFORCEMENT -1857
REINFORCEMENT -1858
REINFORCEMENT -1862
1 3/4--1
65
1 1/8'L 1/8'
INSERT, INACTIVE PNL-1849
WINDOW SYSTEMS
59 190D SW 44TH AVE.
13/16' 1li6' gry5• 64 OCALA, FLORIDA 34474
L L WWW.CWS.CC
1116'
THRESHOLD - 1783 HEAD COVER -la40
8700/10/50 PVC
5/a' SWING DOOR
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BASE SWEEP -1915
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19/16.
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INSERT, BACK - 1865 DRIP COVER -1916 fy
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SHEET DESCRIPTION:
I
7— 67
11I16'
J 1/i6'
EXTRUSIONS
INSERT, FRONT -1864
GRAwN Er:
GATE:
ADE
09/OB/11
GWGW:
REV.:
CWS-641
C
6�`
SHEET
1:2
9 OF 12
ANCHOR Q MIDSPAN(TYP.) 4'(ryP') 19DO SW 49TH AVE.
OCALA, FLORIDA 34474
ANCHOR (N MIDSPAN (fYP.)
6' MAX. (TVP.) —4, m,P.) � WWW.CWS.CC
8' MAX. (TYPJ 6- MAX. (TYP.)
+I 2- (TYP.)-WOOD/METAL 6' MAX. (TVP.)� 4- (TYP. �2- (TYP.)'WOOD/METAL
A 8700/10/50 PVC
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/ SEE NOTE SWING DOOR
IMPACT
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i aNKO� i
SIDELITE DOOR SIDEUTE SIDEUTE DOOR DOOR SIDELITE a 1 N
ANCHOR LAYOUT -(FLANGE) ANCHOR LAYOUT -(FLANGEI
pTT•T,+DREW+7j�i
VW.-GENgF;24�,
•CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN W000 AND METAL INSTALLATIONS. DO NOT INSTALL THERE ANCHORS INTO MASONRY. ^� + No 58201 - A'
Er' y i•
9 STATE OF
NOTES:
-'•Tti(iiii+Sa1`"
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
2. SHIM AS RED AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN Ill 6* IS PRESENT. LOAD BEARING SHIMS
ZZ
SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 11.
9/22(2017
LUCAS A. TURNER, P.E.
FL PE # 58201
4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD
MUST BE PROTECTED TO PREVENT REACTION.
1239 JASARA AVE.
S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE
NORTH PORT, FL 34288
MINIMUM SPECIFIED IN TABLE 1, SHEET 11.
PH. 941-380-1574
SHEETOESCH U014:
6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, IWO SUBSTRATE.
ANCHOR SCHEDULE AND
INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
NOTES
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETW EEN ALL FASTENERS: 4' FOR MASONRY, 2-3/16' FOR HINGES (ALL SUBSTRATES), 1' FOR WOOD AND METAL.
DMWN BY:
ADE
GATE:
09/OB/11
8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE.
OWDr:
a5v.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET II. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
CWS-641
C
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS:
SCAB:
$HEFT
FMAIAAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAWDMA 250(BOX WINDOWS), FMA/AAMAMOMA 300(EXTERIOR DOORS)
1:8
107E 12
TYPICAL HEAD ANCHORAGE
II����))
MIN. EDGE DIST.
INTERIOR
114' MAX. SHIM
062900
�
SEE TABLE 1
MIN. EMBEDMENT
WINDOW SYSTEMS
SEE TABLE 1
1900 SW 44TH AVE.
CONTINOUS DBL 1/4" BEADS OF SEALANT
OCALA, FLORIDA 34474
SUBSTRATE BY OTHERS
AROUND PERIMETER AT ALL INDICATED
WWW.CWS.CC
SEE TABLE 1
MIN. EMBEDMENT
POINTS BETWEEN FRAME AND SUBSTRATE
BYINSTALLER.
MIN. EDGE DIST.
SEE TABLE 1
SEE TABLE 1
8700/10/50 PVC
SWING DOOR
INSTALLATION ANCHOR
SEE TABLE 1
IMPACT
PERIMETER SEALANT
1/4' MAX SHIM
BYINSTALLER
<
Z
INSIDE AND OUT
INTERIOR
z
W Wo <k=w
w
zOz C---
CONTINOUS DBL 1/4' BEADS OF SEALANT
INSTALLATION ANCHOR
HINGE ANCHOR
SEE TABLE 1
1L
Z
F w
Z S m¢ a W O O
AROUND PERIMETER AT ALL INDICATED
SEE TABLET
O
Or 01j<Z Hw
POINTS BETWEEN FRAME AND SUBSTRATE
U
U q
BYINSTALLER.
DIST.
HINGE MSEE
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TILE
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SUBSTRATE BY OTHERS
SEE TABLE 1.
D.
Z w � j
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INSIDE AND OUT
SEE TABLET
����
HORIZONTAL SECTION
of
K w 3 w V1
a
/ 0 1
11 TYPICAL JAMB/ HINGE ANCHORAGE
D.
K a
."."DREVYr.T7p
P•`N• TG
MIN. EMBEDMENT
SEE TABLET...............
�4
SG•
SUBSTRATE BY OTHERS
SEE TABLE
j.Jif No 58201 :A:
MIN. EDGE DIST.
ANCH ' 81/2• (TYP.)
ANGE(TYRHRU�
O •. A, T0.
SEE TABLE
HINGE (7YP.)
�iTSS;�NAgt,`�P
TWERTYPICAL SCALILLANCHORAGE
TABLE 1: APPROVED INSTALLATION FASTENERS
SUBSTRATETWE
ANCHOR TYPE
MIN. EMBEDMENT
MIN. EDGE DIST.
CONCRETE (2.85 KSI MIN.)
1/4' ELCO ULTRACON
13/4'
2-1/2"
HOLLOW OR GROUT -FILLED CMU (ASTM C-90)
1/4' ELCO ULTRACON
1-0/4'
2-1/2'
2X MIN. SOUTHERN PINE (G=0.55)
1/4' ELCO ULTRACON
13/8'
7/8'
2X MIN. SOUTHERN PINE (G=0.55)
012 WOOD SCREW
13/8'
71w
16 GAUGE (0.0601 MIN. -
STEEL STUD (33 KSI YIELD MIN)
#12-14 HILTI KW IK-FILE%OR RW
TEKS SELF -DRILLING SCREW
FULL THREAD
THRU 0.060"
112•
IlW ALUM. (6063-T5 MIN.) OR
1/B' STEEL (33 KSI MIN.)
#12 GRADE 5 SELF -TAPPING /
DRILLING SCREW
FULL THREAD
THRU 0.125'
1/2'
HINGE ANCHORS INTO CONCRETE (2.85 KSI MIN.)
3116' ELCO ULTRACON
1-3/4"
2-1/2"
HINGE ANCHORS INTO HOLLOW OR GROUT -FILLED
CMU (ASTM C43D)
3/16' ELCO ULTRACON
1-114"
2-1/2"
HINGE ANCHORS INTO 2X MIN, SOUTHERN
PINE (G=0.55)
#10 WOOD SCREW
138'
718"
HINGE ANCHORS INTO 16 GAUGE (0.060') MIN.
STEEL STUD (33 KSI YIELD MIN)
#10-16 HILT] KW IK-FLEXOR RW
TEKS SELF -DRILLING SCREW
FULL THREAD
THRU 0.060'
112•
HINGE ANCHORS 1/8- ALUM. (6053-T5 MIN.) OR
1/6- STEEL 33 KSI MIN.)
#10 GRADE 5 SELF -TAPPING /
DRILLING SCREW
FULLTHREAD
THRU 0,125'
112,
z';�
21 5116' MAX.
9/22/2017
SEE NOTE
LUCAS A. TURNER, P.E.
FL #
JA RA AVE.01
12TH JABARAL
NOTE:
342
NORTH PORT, FL 34288
HINGE SPACINGS ARE:
PH. 941380-1574
B-1/2' FROMENDS
21-5116" MAX. O.C. FOR UP TO 81" UNIT HEIGHT.
20' MAX. O.C. FOR OVER 81" UNIT HEIGHT.
SHEET oescawnorv:
INSTALLATION DETAILS
DOOR
DRAWN BY:
DATE:
ADE
09/08/11
DIVE#:
REV.:
HINGE LAYOUT
CWS-641
C
1:30
SCALE:
SHEET
1:2
1 1OF 12
TYPICAL HEAD ANCHORAGE
INTERIOR
MIN. EDGE DIST.
SEE TABLE 1, BHT 11
CONTINOUS DBL l/4' BEADS OF SEALANT
AROUND PERIMETER AT ALL INDICATED
SUBSTRATE BY OTHERS
POINTS BETWEEN FRAME AND SUBSTRATE
SEE TABLE 1, BHT 11
MIN. EMBEDMENT
BY INSTALLER.
SEE TABLE 1, BHT 11
INSTALLATION ANCHOR —
SEE TABLE 1, BHT 11
PERIMETER SEALANT
1!4• MAX. SHIM
INSTALLER
INSIDE AND OUT
IN
c
INTERIOR
CONTINOUS OBL 1/4• BEADS OF SEALANT
AROUND PERIMETER AT ALL INDICATED
INSTALLATION ANCHOR
POINTS BETWEEN FRAME AND SUBSTRATE
SEE TABLE 1. BHT 11
BY INSTALLER.
-
PERIMETER SEALANT BY
INSIDE AND OUT
PERIMETER SEALANT
SUBSTRATE BY OTHERS
BY INSTALLER
SEE TABLE 1, BHT 71
INSIDE AND OUT
MIN. EMBEDMENT
11Z
SEE TABLE 1, BHT 11
Y7A
SUBSTRATE BY OTHERS
SEE TABLE 1, BHT 11
MIN. EDGE DIST.
SEE TABLE 1, BHT 11
/ u_1 VERTICALSECTION
12 TYPICAL SILL ANCHORAGE
1/4' MAX. SHIM
00990" /a%G
(5✓7—fij
MIN. EMBEDMENT
WINDOW SYSTEMS Ln
SEE TABLE 1, SHT 11
1900 SW d4TH AVE.
OCALAWWW.
WS.CCFLORIDA3447d
MIN. EDGE
SEE TABLE 1,S HT 11
8700/10/50 PVC
SWING DOOR
IMPACT
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I- d
12 TYPICAL JAMB ANCHORAGE
No 58201.
r
STATE OF
zz
91=017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
HEETDESCRIPTION:
INSTALLATION DETAILS
SIDELITE
BRAWN BY: DATE:
ADE 09/08/11
WGO: REV.:
CWS-641 C
SHEET
1:2 12)F 12
513/2J1g Florida Building Code Online
� rll4svt` :q . i
irk
d
BOS Home IlLas In I User Registration ( Hot Topl6 I Sebnnl$.Charge I Statsa Facts I Publications I contact Us Dos Site Map I links Sear I
db r
W :'.r. Product Approval
l(rt g °i� USER: Public Us"
a �CANNE®
Prod.aApproval Menu > PmEVR or AOpg[atlon Search > aoollaHon List > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Emall
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL14608-RB 13Y
Revision - St. Lucie Counili/
2017
Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
N
Eastern Architectural Systems
16341 Domestic Ave.
Ft. Myers, FL 33912
(800) 432-2204 Ext 4305
jflesher@easternmetal.com
James Flesher
jflesher@easternmetal.com
Jim Flesher
10030 Bavaria Rpad
Fort Myers, FL 33913
(800) 432-2204
jflesher@eastemmetal.com
Windows
Fixed
Certification Mark or Listing
National Accreditation &
National Accreditation &
Standard
AAMA/WDMA/CSA 101/I.S.2/A440
AAMA/WDMA/CSA 101/I.S.2/A440,
ANSI/AAMA/NWWDA 101/1.5.2
ASTM E1886
ASTM E1886
ASTM E1996
ASTM E1996
TAS 201
TAS 202
TAS 203
0,
_k
Year
2005
2008
1997
2002
2005
- — 2009
2002
1994
1994
1994
https:ltwww.floridabuilding.org/prlpr app dtl.aspx7param=wGEVXQwtDgsw8ZVNfe8A7Zpdfbg7lX7FXRhOgrqBHEipslGkVZdYEw°/a3d%3d 114
5/3/2019
Florida Building Code Online
Product Approval Method Method 1 Option A
Date Submitted 06/28/2018
Date Validated 02/15/2019
Date Pending FBC Approval
Date Approved 02/19/2019
Summary of Products
FL #
Model, Number or Name
Description
14608.1
Series "1000" Aluminum Non -Impact
Series "1000" Aluminum Non -Impact Fixed Window
Fixed Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FIA4608 R8 C CAC NI006122.01-112-signed igif
Approved for use outside HVHZ: Yes
FL14608 R8 C CAC NI006122.02-111-sign@d.pff
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +130.0/-130.0
12/31/2019
Other: Maximum Size: 60" x 48". Monolithic or Insulated glass
Installation Instructions
FL14608 R8 II 08-02393A.pdf
Verified By: Luis R. Lomas, P.E. Florida P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14608 R8 AE 513166A.p�f
Created by Independent Third Party: Yes
14608.2
Series "1500" Aluminum Non -Impact
Series "1500" Aluminum Non -Impact Fixed Window
Fixed Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL14608 R8 C CAC NI006176.01-R2-siongd..pdf
Approved for use outside HVHZ: Yes
EL14608 R8 C CAC N1006176.04-111-signgd,pdf
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +125.0/-125.0
04/30/2020
Other: Maximum Size: 96" x 48". Monolithic or Insulated glass
Installation Instructions
FI-14608 R8 11 08-02394A.pdf
Verified By: Luis R. Lamas, P.E. Florida P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14608 R8 AE 513167.pdj
Created by Independent Third Party: Yes
14608.3
Series "FWI 2000" Aluminum Impact
Series "FWI 2000" Aluminum Impact Fixed Window
Fixed Window
'Limits of Use
Certification Agency Certificate
'Approved for'use In HVHZ: Yes
FL14608 R8 C CAC NI009023A1-R3-sig en "d (Ldf
Approved for u;e outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
Design Pressure: +90/-90
02/28/2021
Installation Instructions
Other: Maximum,Size:�144" x 48". GLASS INTERLAYER
FL14608 R8 If 08-02395B.pd[
CONPLIES'W1TH THE REQUIREMENTS OF THE FLORIDA
Verified By: Luis R. Lamas, P.E. Florida P.E. 62514
BUILDING CODE.ACCORDING TO MIAMI-DADE FOR EASTMAN
Created by Independent Third Party: Yes
IN7ERLAYERS"
4` �°
Evaluation Reports
FL14608 R8 AE 513168B.pd(
Created by Independent Third Party: Yes
14608.4
Series 1436 Vinyl Non -Impact Fixed
Series 1436 Vinyl Non -Impact Fixed Window with Nailing Fln
Window with Nailing Mn
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
FL14608 R8 C CAC NI010609-RI-signed.od
Quality Assurance Contract Expiration Date
Impact Resistant: No
07/31/2019
Design Pressure: +80/-80
Installation Instructions
Other: Maximum Size: 71 1/2" x 71 1/2". Frame material to
FL14608 R8 IT 08-00557C.pdf
be rigid PVC from Deceuninck North America AAMA Certified
Verified By: Luis R. Lamas, P.E. Florida P.E. 62514
(DEP-1)
Created by Independent Third Party: Yes
Evaluation Reports
FL14608 R8 AE 510946A.pdj
Created by Independent Third Party: Yes
14608.5
Series 1446 Vinyl Non -Impact Fixed
Series 1446 Vinyl Non -Impact Fixed Window with Flange
Window with Flange
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL14608 R8 C CAC N1010609.01-RI-signgd,pdf
Mips:lha .floridabuilding.org/prlpr app d8.aspx?param=wGEVXQwtDgsw8Z\tNfeaA7Zpdfbg7lX7FXRh09rg8HEipsl GkVZdYEw%3d°%3d 214
5/3/2,019
Florida Building Code Online
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
07/31/2019
Design Pressure: +80/-80
Installation Instructions
Other: Maximum Size: 74 1/2" x 72". Frame material to be
FL14608 R8 li 08-00559C.pdf
rigid PVC from Deceuninck North America AAMA Certified (DEP-
Verified By: Luis R. Lomas, P.E. Florida P.E. 62514
1)
Created by Independent Third Party: Yes
Evaluation Reports
FL14608 R8 AE 510948B.ggLf
Created by Independent Third Party: Yes
14608.6
Series 176 Vinyl Impact Fixed
Series 176 Vinyl Impact Fixed Window with Flange HVHZ
Window with Flange HVHZ
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL14608 R8 C CAC N1011878.01-R2.gdf-
Approved for use outside HVHZ: Yes
FL14608 R8 C CAC NI011878-R2.=
Impact Resistant: Yes
FL14608 R8 C CAC NI011879.01-R2.pQf
Design Pressure: +80.0/-80.0
FL14608 R8 C CAC NI011879-R2.gdf
Other: Maximum Size: 72" x 63". Frame material to be rigid
Quality Assurance Contract Expiration Date
PVC from Deceuninck North America AAMA Certified (DEP-1).
01/31/2022
WHEN INSTALLED IN THE HVHZ THIS PRODUCT IS TO BE
Installation Instructions
INSTALLED AT 30' OR LESS ABOVE GROUND LEVEL. GLASS
FL14608 R8 II 08-02294B.Pdf
INTERLAYER COMPLIES WITH THE REQUIREMENTS OF THE
Verified By: Luis R. Lomas, P.E. 62514
FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE FOR
Created by Independent Third Party: Yes
KURARAY INTERLAYERS
Evaluation Reports
FL14608 R8 AE 513043B.=
Created by Independent Third Party: Yes
14608.7
Series 176 Vinyl Impact Fixed
Series 176 Vinyl Impact Fixed Window with Flange HVHZ
Window with Flange HVHZ
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL14608 R8 C CAC NI011880.01-R2&f
Approved for use outside HVHZ: Yes
FL14608 R8 C CAC NI011880-R2.pdf
Impact Resistant: Yes _
FL14608 R8 C CAC NT011881.01-R2.gjf
Design Pressure: +80.0/-80.0
FL14608 R8 C CAC N1011881-R2.&J
Other: Maximum Size: 72" x 84". Frame material to be rigid
Quality Assurance Contract Expiration Date
PVC from Deceuninck North America AAMA Certified (DEP-1)
01/31/2022
WHEN INSTALLED IN THE HVHZ THIS PRODUCT IS TO BE
Installation Instructions
INSTALLED AT 30' OR LESS ABOVE GROUND LEVEL GLASS
FL14608 R8 It 08-02293B.01
INTERLAYER COMPLIES WITH THE REQUIREMENTS OF THE
Verified By: Luis R. Lomas, P.E. 62514
FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE FOR
Created by Independent Third Party: Yes
KURARAY INTERLAYERS
Evaluation Reports
FL14608 R8 AE 513042B.gd(
Created by Independent Third Party: Yes
14608.8
Series 2456 Vinyl Impact Fixed
Series 2456 Vinyl Impact Fixed Window with Nailing Fin
Window with Nailing Fin
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL14608 R8 C CAC NI010610-RT-5igned.odf
Approved for use outside HVHZ: Yes
FL14608 R8 C CAC NI010656-RI-signed.pdf
Impact Resistant: Yes
Quality Assurance Contract Expiration Date
Design Pressure: +50/-50
09/30/2019
Other: Maximum Size: 64" x 84". Frame material to be rigid
Installation Instructions
PVC from Deceuninck North America AAMA Certified (DEP-1).
F1,14608 R8 It 08-00563C.p f
GLASS INTERLAYER COMPLIES WITH THE REQUIREMENTS OF
Verified By: Luis R. Lomas, P.E. Florida P.E. 62514
THE FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE
Created by Independent Third Party: Yes
FOR EASTMAN INTERLAYERS
Evaluation Reports
FL14608 R8 AE 510952A.odf
Created by Independent Third Party: Yes
14608.9
Series 2466 Vinyl Impact Fixed
Series 2466 Vinyl Impact Fixed Window with Flange
Window with Flange
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL14608 R8 C CAC NI010610.01-RI-signed.&I
Approved for use outside HVHZ: Yes
EL14608 R8 C CAC NI010656.01-R1-signgd,gdf
Impact Resistant: Yes
Quality Assurance Contract Expiration Date
Design Pressure: +60/-60
09/30/2019
Other: Maximum Size: 64" x 84". Frame material to be rigid
Installation Instructions
PVC from Deceuninck North America AAMA Certified (DEP-1).
FL14608 R8 11 08-00565C.pdf
GLASS INTERLAYER COMPLIES WITH THE REQUIREMENTS OF
Verified By: Luis R. Lomas, P.E. Florida P.E. 62514
THE FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE
CreatedbyIndependent Third Party: Yes -
FOR EASTMAN INTERLAYERS
Evaluation Reports
FL14608 RB AE 510954B.pdf
Created by Independent Third Parry: Yes
Back N..1
Contact Bs :: 2601 Blab Stone Road Tallahassee Gt 32399 Phone: 850-487-1824
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513/2019
Florida Building Code Online
The State of Florida Is an AfjEEO employer. Loovriaht 20D7-20)3 State of Florida.:: Mvan Statement :: AttesslblllN Statement :: gefund Statement
Under Florida law, email addresses are public records. If you do not want your e-mall address released In response to a public -records request, do not send electronic
mall to this entity. Instead, contact the Office by phone or by traditional mall. If you hays any questions, please contact 850.487.1395.'pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2D32, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address if they have one. The email,
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a. personal address, please
provide the Department with an email address which an be made available tu the public. To determine If you are a licensee under Chapter 455, F.S., please click jlgy-.
product Approval Accepts:
P�� W71®990
•e e
securityntBrltics
https7hwrvuflo6dabuilding.orglpr/pr app d8.aspx7param=wGEVXOwtDgsw8ZVNfe8A7Zpdfbg71X7FXRh09rg8HEipslGkVZdYEw%3d%3d 414
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.
S. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
B. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
Ri 90NS
OESCFIP .
rAT
'm,mR
MANUFACTURER'S NAME CHANGE
03/03/09
R.L
UPDATED PER NEW CERTIFICATION
06/26/14
R.L.
REVISED INSTALUWON DETAILS
06/22/15
R.L.
15. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH
TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE
DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
16. FOR ANCHORING INTO METAL STRUCTURE USE #10'SMS OR SELF DRILLING SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
17. ALL FASTENERS TO BE CORROSION RESISTANT.
18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER).
D. METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063—T5 1/8" THICK MINIMUM
19. UNITS MAY BE INSTALLED WITH OR WITHOUT ADD —ON FLANGE.
I TABLE OF CONTENTS 1
I SHEET NO.1 DESCRIPTION 1
1 NOTES
2 ELEVATION
3 — 4 1 INSTALLATION DETAILS
A.M
SIGNED: 0612312015
ru.w�..wn�c�wr..e+sum
2466 PICTURE WINDOW *•
64 x 84 —
NOTES p7
08-00565
RENSIMS
REV OESCRIPIION 611E MPROYID
64" MAX FRAME WIDTH
A MANUFACNREfl'S NAME CHANGE OJ/OJ/09 R.L
10 1/2' B UPDATED PER NEW CERIIRCATION 06/26/14 R.L
6" MAX. O.C. 8" MAX. D REVISED INSTALLATION DETAILS 06/22/15 R.L
6" MAX. 7111
9' MAX. O.C.
1 /4"
3/16" ANN
.075" SEASTORM BY EASTMAN
3/16" ANN —I 3/16' ANN
\\ SIKAFLEX 552 11
78 7/8' MAX MAX
MAX ALUMINUM
D.L.O. FRAME BOX SPACER
HEIGHT 1 /2" BITE
L SYSTEM
0
SETTING BLOCK
GLAZING DETAIL
6" MAX.
58 7/8" MAX. D.L.O.
2466 PICTURE WINDOW
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING SIGNED. 0612312015
}ry7�
t60.OPSP M�SSILE IMPACTEastern,�..�*�•...�.
2466 PICTURE WINDOW =�'• 0 ,661c��1s'Wr'►=
64 x 84 ME ; a�
ELEVATION AND GLAZING DETAIL :�ip TAT OF Wz
AN mro xa REv %O i9 'PIORIOQ; p�2�,
�"E NTS 6°E 7 29/08 08 g'�T5250F 4 G �!i7S�ONAL \\\N\`�
WOOD FRAMING
OR 2X BUCK
BY OTHERS
APPROVED
SEALANT
#10 WOOD
SCREW
EXTERIOR
APPROVED
SEALANT
I WOOD FRAMING
OR 2X BUCK
BY OTHERS
1/2" MIN,
EDGE DISTANCE
11 1 E MIN.
EMBEDMENT
SHIM SPACE
INTERIOR
#10 WOOD
SCREW
1/4" MAX.
SHIM SPACE
MIN.
EMBEDMENT
1/2" MIN,
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES.
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED IN ACCORDANCE WITH ASTM E2112
3/4" MIN.
METAL EDGE DISTANCE
STRUCTURE
BY OTHERS R
APPROVED J O
SEALANT r
1/4" MAX.
SHIM SPACE
#10 EMS OR
SELF DRILLING
SCREW
EXTERIOR INTERIOR
APPROVED
SEALANT
3/4" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
REVISIONS
REV DE CPIPEDN MTE MPNWEO
A MANUFACTURER'S NAME CHANGE 03/03/09 R.L.
8 UPDATED PER NEW CER➢PCATION 06/26/14 R.L.
L C REVISED INSTALLATION DETAILS 06/22/15 R.L.
III......___ 1/4" MAX.
SHIM SPACE
J� I INTERIOR
3/4" MIN.
EDGE DISTANCE
#10 EMS OR
SELF DRILLING I J
SCREWS /
METAL J
STRUCTURE
BY OTHERS
1 1/4" MIN. _
EMBEDMENT
1/2" MIN.
EDGE DISTANCE
#10 SMS OR #10 WOOD
SELF DRILLING SCREW
SCREW
WOOD FRAMING
1/4" MAX. OR 2X BUCK
SHIM SPACE BY OTHERS
�- APPROVED EXTERIOR
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
1/4" MAX.
SHIM SPACE
INTERIOR
APPROVE
L' EXTERIOR
D
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED: 0612312015
2466 PICTURE WINDOW
64 X 84
INSTALLATION DETAILS
on No.
off—oosss
NTS JIMTE 7/29/08 1 SNEET3 OF 4
2 1/2" MIN.
EDGE DISTANCE
CONCRETE/MASONRY
BY OTHERS '° °
° 1 1/4" MIN.
OPTIONAL 1X BUCK - °° ' EMBEDMENT
NOTES 3-7 SHEET 1
APPROVED � 7/4" MAX.
SEALANT SHIM SPACE
3/16" TAPCON
EXTERIOR INTERIOR
1 1/4" MIN,
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1X BUCK o°
SEE NOTES 3-7 SHEET 1
a
3/16" TAPCON
2 1/2"
MIN.
EDGE 'a
DISTANCE
- REVISIONS
REV
DESCRIPTION
DATE
PPPRMD
A
MANUFACTURER'S NAME CHANGE
03/03/09
R.L.
B
UPDATED PER, NEW CERTIFICATION
05/26/1a
R.L,
C
REVISED INSTALLATION DETAILS
06/22/15
R.L.
1/4" MAX.
SHIM SPACE
INTERIOR
EXTERIOR
APPROVED
SEALANT
JAMB INSTALLATION DETAIL
CONCRETEMASONRY INSTALLATION
APPROVED
3/16" TAPCON
SEALANT
NOTES'
1/4" MAX,
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
OPTIONAL 1% BUCK
SHIM SPACE
NOT SHOM CLARITY.
2.PERIMETER ANAND JOINT SEALANT BYOTHEflS TO BE
SEE NOTES 3-7 SHEET 1
F..
DESIGNEDINACCORDANCE WITHASTME2112
CONCRETE/MASONRY
BY OTHERS
° °
1. 1/4" MIN.
4 EMBEDMENT
J4 Eastern
I
2466 PICTURE WINDOW
2 1/2" MIN.
64 x 84
EDGE DISTANCE
INSTALLATION DETAILS
VERTICAL CROSS SECTION
CONCRETEIMASONRY INSTALLATION
oNAwN: OM NO.
AN 08-00565
S— NTS I OUE 7/29/08 ISHEU4 OF 4
SIGNED: 0612312015
51s"2019
Florida Building Code Online
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Ti,i
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PraEuR Foomval Menu> Product or Hoolicatlon gea¢M1 > Buolicatlon ust > Application Detail
placation Type
Version
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L71 .
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Archive
Product Mwacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
PO.
RF`
Quality Assurance Represe�HiO'/�
Address/Phone/Email <� \.-O �(A
eC�F% �O�O
Category ®��+ OG��
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed the Evaluation Report
Florida License
SCABNN E®
St LUdeft*
FL11651-R3
Revision
2017
Approved
G
Gulf Coast Supply & Manufacturing, LLC.
4020 S. W. 449th Street
Horseshoe Beach, FL 32648
(352) 498-0778
info@gulfcoastsupply.com
Eng David
info@gulfcoastsupply.com
David Eng
14429 SW 2nd PI
Ste G30
Newberry, FL 32669
(352)498-0778
lnfo@gulfcoastsupply.com
David Eng
14429 SW 2nd PI
Ste G30
Newberry, FL 32669
(352) 498-0778
david.eng@gulfcoastsupply.com
Roofing
Metal Roofing
Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer
0 Evaluation Report - Hardcopy Received
Daniel S. Kuhn
PE-75519
https://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgsQFc5K%2frrZeCSHgw99R5wgrfgOEegvkzBZ4cWkSThvnA°/a3d°/a3d 1/6
51212019
hbps:/Avww.florlidabuilding.org/pripr app dtl.aspx?param=wGEVXQwtDgsQFc5K%2f'rrZeCSHgw99R5wgrf90EegvkzBZ4cWkSTfWnA%3d%3d
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
r.
A
Equivalence of Product Standards
Certified By ,
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Go to Page '.....__.._-- 40
Florida Building Code Online
Keystone Certifications, Inc.
04/12/2024
Locke Bowden P.E.
+' Validation Checklist - Hardcopy Received
FL11651 R3 COI Cart of Independence 2017-10-09,pdf
Standard
FM 4471
TAS 100
TAS 110
TAS 125
UL 1897
UL 580
Method 1 Option D
10/10/2017
10/12/2017
10/17/2017
12/12/2017
Year
1992
1995
2000
2003
2012
2006
ID 0 Page 1 / 2 4 t0
FL #
Model, Number or Name
Description
11651.1
0.032" Aluminum 5V Crimp
Min 0.032" 5 V Crimp Aluminum Roof Panel over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11651 R3 II FL11651 1 R3 Metal Roof Panel Detail-sigp2-d pdf
Approved for use outside HVHZ: Yes
Verified By: Dan Kuhn, P.E. 75519
Impact Resistant: N/A
Created by Independent Third Party: Yes ,.
Design Pressure: +N/A/-108.5PSF
Evaluation Reports
Other: -108.5 psf @ 12" o.c. Install per manufacturers details. Not for use in HVHZ
FL11651 R3 AE FL11651 1 R3 0325vCrimp 15-32Plywood NonHVHZ-sigll£Q.,Rdf
Zones.
Created by Independent Third Party: Yes '
11651.2
0.032" Aluminum Gulf Lok
Min 0.032" Aluminum Gulf Lok 16" Wide Roof Panel over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL11651 R3 iI FL11651 2 R3 Metal Roof Panel Detail-s1g0gd,pdf
Approved for use outside HVHZ: Yes
Verified By: Dan Kuhn, P.E. 75519
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-116.OPSF
Evaluation Reports
2/6
5/2r2019
Florida Building Code Online
Other: -52.5 psf @ 5 3116" o.c. fastener spacing. -116.0 psf @ 5 3/16" o.c. fastener FL11651 R3 AE FL11651 2 R3 032GuIfLok 16 15-32PIl woctl Non HVHZ-slgD-QjLPQf
spacing. Install per manufacturers details. Not for use in HVHZ Zones. I Created by Independent Third Party: Yes
111651.3 11" 24ga. Gulf Snap 11" Gulf Snap 24 Ga. 17" wide Roof Panel over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/--131.OPS
Other: -67.3 psf @ 24" o.c. clip spacing. -131 psf @ 6" o.c. clip spacing. Install per
manufacturers details. For use in HVHZ Zones.
11651.4 11" 24ga. VersaLoc
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-138.SPSF
Other: -71 psf @ 24" o.c. clip spacing. -138.5 psf @ 6" o.c. clip spacing. Install per
manufacturers details. For use in HVHZ Zones.
Installation Instructions
FL11651 R3 11 F1,11651 3 R3 Metal Roof Panel Detail -signed pif
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 3 R3 124GtIf5nap 17 15-32Plywood HVHZ-signed pdf
Created by Independent Third Party: Yes
1" VersaLoc 24ga 16.5" Wide Roof Panel over 15/32" Plywood
Installation Instructions
FL11651 R3 It FL11651 4 R3 Metal Roof Panel Detail-signCdgdf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
Yes
111651.5 11" VersaLoc .032" Aluminum 11" VersaLoc min .032" Aluminum over 15132" Plywood I
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-101.OPSF
Other: -63.3 psf @ 24" o.c. clip spacing. -101.0 psf @ 6" o.c. clip spacing. Install per
manufacturers details. For use in HVHZ Zones.
Installation Instructions
FL11651 R3 11 FL11651 5 R3 Metal Roof Panel Detail-signgd_.01
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 5 R3 Sin 032VersaLOC SR 16 15-32Plywood HVHZ-
Created by Independent Third Party: Yes
111651.6 1 1.5" 24ga. Gulf Snap 1 1.5" Gulf Snap 24ga. 16" Wide Roof Panel over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-116.OPSF
Other: -86.0 psf @ 24" o.c. clip spacing. -108.5 psf @ 12" o.c. clip spacing. -116.0 psf
@ 6" o.c. clip spacing. Install per manufacturers detals. For use in HVHZ Zones.
Installation Instructions
FL11651 R3 If Fl-11651 6 R3 Metal Roof Panel Detail-signedgdf
Verified By: Dan Kuhn, P.E. 7SS19
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 6 R3 1.5 24GulfSna0 16 15-32P1ywood HVHZ-slgnedp fff
Created by Independent Third Party: Yes
111651.7 1 1.5" 24ga. VersaLoc 11.5" VersaLoc min 24ga. 16" wide Roof Panel over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-123.5PSF
Other: -59.75 psf @ 24" o.c. clip spacing. -123.5 psf @ 12" o.c. clip spacing. Install per
manufacturers details. For use In HVHZ Zones.
11651.8 12" 24ga. MegaLoc
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-108.5PSF
Other: -71.0 psf @ 24" o.c. clip spacing. -108.5 psf @ 12" o.c. clip spacing. Install per
manufacturers details. Not for use in HVHZ Zones.
Installation Instructions
FL11651 R3 11 FL11651 7 R3 Metal Roof Panel Detail-signellidf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 7 R3 1,5 24Versal-oc 16 15-32Plywood HVHZ-signgdpdf
Created by Independent Third Party: Yes
Min 24 Ga. 2" MegaLoc 18" wide Roof Panel over 15/32" Plywood
Installation Instructions
FL11651 R3 11 FL11651 8 R3 Metal Roof Panel Detail-signed.PcIIf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
hhps:lAwmfloridabuilding.org/pr/pr app dtl.aspx?param=wGEVXOwtDgsQFc5K°/"2frrZeCSHgw99R5wgrfgOEegvkzBZ4cWkSTiwnA°/"3d%3d 3/6
5/2/2019
Florida Building Code Online
11651.9
24 Ga. Gulf Lok
Min 24 Ga. Gulf Lok 16" Wide over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
FL11651 R3 II FL11651 9 R3 Metal Roof Panel Detail-sigD_0'p f
Approved for use outside HVHZ: Yes
Verified By: Dan Kuhn, P.E. 75519
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-96.7PSF
Other: -81.75 psf @ 10-1/4" o.c. fastener spacing. -96.76 psf @ 5-1/8" o.c. fastener
Evaluation Reports
FL11651 R3 AE FL11651 9 R3 24Gulf-ok 16 15-32Plywood NonHVHZ-s1oli�� gdj
Created by Independent Third Party: Yes
spacing.-121.75 psf @ 5-1/8" fastener spacing. -161 psf @ 5-1/8" fastener spacing.
Install per manufacturers details. Not for use In HVHZ Zones.
11651.10
24 Ga. Gulf Seam
Min 24 Ga. Gulf Seam 16" Wide Roof Panel over 1x4 Wood Purlins over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
FL11651 R3 11 FL31651 10 R3 Metal Roof Panel Detail-signed,pdf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Design Pressure: +N/A/-93.5PSF
Other: -93.5 psf @ 18" o.c. Install per manufacturers details. Not for use in HVHZ
Evaluation Reports
FL11651 R3 AE FL11651 10 R3 24Gulf5eam 16 Sx4 15-32Plywood NonHVHZ-
51gaDd.Rdf
Created by Independent Third Party: Yes
Zones.
11651.11
24 Ga. Gulf Seam
Min 24 Ga. Gulf Seam, 1 3/4" Snap Lock, 18" Wide Roof Panel over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
FL11651 R3 11 FL11651 11 R3 Metal Roof Panel Detail-slgned,gdf
Approved for use outside HVHZ: Yes
Verified By: Dan Kuhn, P.E. 75519
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-108.SPSF
Other: -69.25 psf @ 24" o.c. clip spacing. -108.5 psf @ 12" o.c. clip spacing. Install per
manufacturers details. Not for use In HVHZ Zones.
Evaluation Reports
FL11651 R3 AE FL11651 11 R3 24Gulf5 18 15-32Plywood NOnHVHZ-sigged.=
Created by Independent Third Party: Yes
11651.12
26 Ga. SV Crimp
Min 26 Ga. SV Crimp Roof Panel over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
FL11651 R3 II FL11651 12 R3 Metal Roof Panel Detail-s1g0ed,gdf
Approved for use outside HVHZ: Yes
Verified By: Dan Kuhn, P.E. 75519
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-156.SPSF
Evaluation Reports
Other: -108.5 psf @ 12" O.C. fastener spacing. -156.5 psf @ 6" o.c. fastener spacing.
FL11651 R3 AE FL11651 12 R3 265vCrimn 15-32Plywood HVHZ-5Ign&Q,pAf
Install per manufacturers details. For use In HVHZ Zones.
Created by Independent Third Party: Yes
11651.13
26 Ga. 5V Crimp
Min 26 Ga. 5V Crimp over 15132" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11651 R3 II FL11651 13 R3 Metal Roof Panel Detall-sig i ,gdf
Approved for use outside HVHZ: Yes
Verified By: Dan Kuhn, P.E. 75519
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-131.PSF
Evaluation Reports
Other: -94.25 psf @ 16" o.c. fastener pattern. -131.0 psf @ 16" o.c. fastener pattern.
FL11651 R3 AE FL11651 13 R3 265vCrimn 15-32Plywood NonHVHZ-slgltgQ,gQf
Created by Independent Third Party: Yes
Install per manufacturers details. Not for use in HVHZ Zones.
11651.14
26 ;a. 5V Crimp
Min 26 Ga. 5V Crimp Roof Panel over Ix4 Wood Purlins over I5/32" Plywood
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL11651 R3 If F1.11651 14 R3 Metal Roof Panel Detail-sigpgd,pif
Approved for use outside HVHZ: Yes
Verified By: Dan Kuhn, P.E. 75519
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-156.SPSF
Other: -108.5 psf @ 12" o.c. fastener spacing. -156.5 psf @ 6" o.c. fastener spacing.
Evaluation Reports
FL11651 R3 AE FL11651 14 R3 265vCrimp I0 15-32Plywood NgDHVHZ-signed..pdf
Install per manufacturers details. For use in HVHZ Zones.
Created by Independent Third Parry: Yes
11651.15 126 Ga. Gulf Lok I Min 26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood
hnps:/Avww.gorlidabuilding.org/pr/pr app_dll.aspx7param=wGEVXQwtDgsQFc5K°/"2fTrZeCSHgw99R5wgrf90EegvkzBZ4cWkSTfwnAOA3d%3d 416
502019
Florida Building Code Online
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-161.OPSF
Other: -63.5 psf @ 5 3/16" o.c. fastener spacing.-121.75 psf @ 5 3/16" spacing.
-161.0 psf @ 5 3/16" o.c. fastener spacing. Install per manufacturers details. For use in
HVHZ Zones.
Installation Instructions
FL11651 R3 II FL11651 15 R3 Metal Roof Panel Detail-signe ptlf
Verified By: Dan Kuhn, P.E. 7SS19
Created by Independent Third Party: Yes
Evaluation Reports
F111651 R3 AE FL11651. 15 R3 26GulfLok 16 1 -3 Plywood HVHZ-signrd,pdf
Created by Independent Third Party: Yes
111651.16 126 Ga. Gulf Lok I Min 26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood I
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-63.SPSF
Other: -63.5 psf @ 5 3/16" o.c. fastener spacing.-121.75 psf @ 5 3/16" fastener
spacing. -161 psf @ 5 3/16" fastener spacing. Install per manufacturers details. Not for
use in HVHZ Zones.
Installation Instructions
FL11651 R3 If FL11651 16 R3 Metal Roof Panel Detail-sigaejd qjf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 16 R3 26GulfLok 16 15-32Plywood NonHVHZ-sIgDjgjgd[
Created by Independent Third Party: Yes
111651.17 126 Ga. GulfPBR 1 Min 26 Ga. Gulf PBR Roof Panel over 15/32" Plywood I
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-154.7PSF
Other: -59.25 psf @ 24" o.c. fastener pattern.-154.75 psf @ 12" o.c. fastener pattern.
Install per manufacturer details. Not for use In HVHZ
Installation Instructions
FL11651 R3 II FL11651 17 R3 Metal Roof Panel Detail-signgd,pdj
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
Yes
111651.18 126 Ga. GuIfPBR I Min 26 Ga. GuIfPBR Roof Panel over 1x4 Wood Purlins over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-151.7PSF
Other: -100.5 psf @ 24" o.c. fastener spacing.-151.75 psf @ 12" fastener spacing.
Install per manufacturer's details. For use in HVHZ Zones
Installation Instructions
FL11651 R3 11 FL11651 18 R3 Metal Roof Panel Detail-signe .pA
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 18 R3 26GuIfPBR 1x4 15-32Plywood HVHZ-sigjggd,gdr
Created by Independent Third Party: Yes
111651.19 126 Ga. GuIfPBR I Min 26 Ga. GuIfPBR over 15/32" Plywood I
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
FL11651 R3 II FL11651 19 R3 Metal Roof Panel Detail-sigDeLadf
Approved for use outside HVHZ: Yes
Verified By: Dan Kuhn, P.E. 75519
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-154.7PSF
Evaluation Reports
Other: -60.5 psf @ 24" o.c. fastener spacing.-154.75 psf @ 12" o.c. fastener spacing.
FL11651 R3 AE FL11651 19 R3 26GuIfPBR 15-32Plywood HVHZ-signed..gd1
Install per manufacturer's details. For use in HVHZ Zones.
Created by Independent Third Party: Yes
111651.20 126 Ga. GuIfPBR I Min 26 Ga. GuIfPBR over 1x4 Wood Pudins over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-151.7PSF
Other: -94.25 psf @ 24" o.c. fastener spacing.-151.75 psf @ 12" fastener spacing.
Install per manufacturer's details. Not for use In HVHZ Zones
Go to Pane 0
Installation Instructions
FL11651 R3 It FL11651 20 R3 Metal Roof Panel Detail-sigatIgLif
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 20 R3 26GuIfPBR Ix4 SS-32Plywood NonHVHZ-slgaed,pd[
Created by Independent Third Party: Yes
0 0 Pace 1/ 2 40 0
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Florida Building Code Online
Bock Neat
Contact US:: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-482-1624
The State of Florida IS an AA/EEO employer. $(QDyljgM 200T-20t3 State of Floritla.:: PHyacv statement :: Accassiblllty, Statement:: Refund Statement
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with an email address which can be made available to the public. To determine It you are a licensee under Chapter 455, F.S., please click L,,,.
Product Approval Accepts:
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