HomeMy WebLinkAboutRevision; Product Approvals for Windows, SGD, Vinyl Soffit, Driveway & Sidewalk Detail`OFFICE USE ONLY:
DATE FILED:
REVISION FEE:
LOCATION/SITE
ADDRESS:
PERMIT # 1,712
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772) 462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
5';Z5 ARMINA PLACE
FORT PIERCE, FLORIDA, 34951
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Revised Product Approvals for windows, SGD, and vinyl soffit
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CBC1263043
BUSINESS NAME: K. HOVNANIAN FLORIDA OPERATIONS, LLC
QUALIFIERS NAME: JOSEPH C SPALT
ADDRESS: 3601 QUANTUM BLVD
CITY: BOYNTON BEACH STATE: FL
PHONE (DAYTIME): 561-364-3316
ST. LUCIE CO CERT. #: 31426
FAX:
ZIP: 33426
NAME: K. HOVNANIAN ASPIRE AT WATERSTONE
ADDRESS: 3601 QUANTUM BLVD
CITY: BOYNTON BEACH STATE: FL ZIP: 33426
PHONE (DAYTIME: 661-364-3316 FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME: DAWN BOGGIO KORBELAK
90 MATAWAN RD, 5TH FLOOR
CITY: MATAWAN, STATE: NJ
PHONE (DAYTIME): 732-747a600
SLCCC: 9123109
Revised 06130/17
ZIP: 07747
FAX:
FILE COPY
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: WATERSTONE LOT-58
Builder Name: K. HOVNANIAN
Street: TBD
Permit Office: ST. LUCIE COUNTY
City, State, Zip: FT. PIERCE, FL, 34951
Permit Number:
Owner:
Jurisdiction:
Design Location: FL, Fort Pierce
County: St. Lucie (Florida Climate Zone 2 )
1. New construction or existing New (From Plans)
9. Wall Types (1418.4 sqft.)
Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block - Ext Insul, Exterior
R=4.1 1252.30 ft2
b. Frame - Wood, Adjacent
R=11.0 166.11 ft2
3. Number of units, if multiple family 1
c. N/A
R= ft2
4. Number of Bedrooms 4
d. N/A
R= ft2
10. Ceiling Types (1464.0 sqft.)
Insulation Area
5. Is this a worst case? No
a. Under Attic (Vented)
R=30.0 1464.00 ft2
6. Conditioned floor area above grade (ft2) 1464
b. N/A
R= ft2
Conditioned floor area below grade (ft2) 0
c.
R= ft2
11. Ducts
R ft2
7. Windows(141.6 sqft.) Description Area
a. Sup: Attic, Ret: Attic, AH: Main
6 412
a. U-Factor: Dbl, U=0.28 85.56 ft2
SHGC: SHGC=0.30
b. U-Factor: Dbl, U=0.55 41.00 ft2
12. Cooling systems
kBtu/hr Efficiency
SHGC: SHGC=0.34
a. Central Unit
40.0 SEER:14.00
c. U-Factor: Dbl, U=0.28 15.00 112
SHGC: SHGC=0.27
13. Heating systems
kBtu/hr Efficiency
d. U-Factor: N/A ft2
a. Electric Heat Pump
40.0 HSPF:9.00
SHGC:
Area Weighted Average Overhang Depth: 1.000 ft.
Area Weighted Average SHGC: 0.308
14. Hot water systems
a. Electric
Cap:
8. Floor Types (1464.0 sqft.) Insulation Area
EF90.940
a. Slab -On -Grade Edge Insulation R=0.0 1464.00 ft2
b. Conservation features
b. N/A R= ft2
None
c. N/A R= ft2
15. Credits
Pstat
Glass/Floor Area: 0.097 Total Proposed Modified Loads: 47.69
PASS
Total Baseline Loads: 53.07
1 hereby certify that the plans and specifications covered by
Review of the plans and
4R11T S7.1T
this calculation are in compliance with the Florida Energy
specifications covered by this
��
Code. rj A
*tV-- /�-
calculation indicates compliance
+rnr:. °%•
with the Florida Energy Code.
„s;' °;:•••o
PREPARED BY:
DATE: 4/21/2020
Before construction is completed
this building will be inspected for
compliance with Section 553,908
ID
. n
I hereby certify that this building, as designed, is in compliance
with the Florida Energ
Florida Statutes.
\/ �s�®
COD WIE
OWNER/AGENT:
BUILDING IAL:
DATE: y- JgK'-
DATE:
- Compliance requires certification by the air handler 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 7.00 ACH50 (R402.4.1.2).
r.,,L� 01
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'/.In
Y
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
PROJECT
Title:
Building Type:
Owner Name:
# of Units:
Builder Name:
Permit Office:
Jurisdiction:
Family Type:
New/Existing:
Comment:
WATERSTONE LOT-58 Bedrooms: 4
User Conditioned Area: 1464
Total Stories: 1
1 Worst Case: No
K. HOVNANIAN Rotate Angle: 0
ST. LUCIE COUNTY Cross Ventilation: No
Whole House Fan: No
.Single-family
New (From Plans)
Address Type: Street Address
Lot#
Block/Subdivision:
PlatBook:
Street: TBD
County: St. Lucie
City, State, Zip: FT. PIERCE,
FL, 34951
CLIMATE
/
V Design Location
Design Temp
TMY Site 97.5 % 2.5 %
Int Design Temp Heating Design Daily Temp
Winter Summer Degree Days Moisture Range
FL,
Fort Pierce FL_VERO_BEACH_MUNI 39 90
70
75 299 62 Low
BLOCKS
Number
Name
Area Volume
1
Blockl
1464 12736.8
SPACES
Number
Name
Area Volume Kitchen Occupants
Bedrooms Infil ID Finished Cooled Heated
1
Main
1464 12736.8 Yes 5
4
1 Yes Yes Yes
FLOORS
#
Floor Type
Space Perimeter R-Value
Area
Tile Wood Carpet
1 Slab -On -Grade Edge Insulatio Main 144.5 It
1464 ft'
---- 0 0 1
ROOF
/
V #
Type
Roof Gable Roof
Materials Area Area Color
Red
Barr
Solar SA Emitt Emitt Deck Pitch
Absor. Tested Tested Insul. (deg)
1
Hip Composition shingles 1586 ft' 0 ft2 Medium
N
0.4 N 0.9 No 0 22.6
ATTIC
/
V #
Type
Ventilation Vent Ratio (1 in)
Area
RBS IRCC
1
Full attic
Vented 300 1464 ft'
N N
CEILING
#
Ceiling Type
Space R-Value Ins Type
Area Framing Frac Truss Type
1
Under Attic (Vented)
Main 30 Blown
1464 ft2 0.1 Wood
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FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
WALLS
Adjacent Space Cavity Width
Height
Sheathing Framing Solar
Belo w
_ 1
_ 2
3
4
5
S
E
N
W
-
Exterior Concrete Block - Ext Insul Main
Exterior Concrete Block - Ext Insul Main
Exterior Concrete Block - Ext Insul Main
Exterior Concrete Block - Ext Insul Main
Garage Frame - Wood Main
4.1 46 0 8
4.1 16 8 8
4.1 46 8 8
4.1 35 2 8
11 19 2 8
8 398.7 ft'
8 144.4 ft'
8 404.4 W
8 304.8 ft2
8 166.1 ft'
0 0 0.3
0 0 0.3
0 0 0.3
0 0 0.3
0 0.25 0.3
0
0
0
0
0
DOORS
#
Ornt Door Type Space
Storms
U-Value
Ft
Width Height
In Ft In
Area
1
E Wood Main
None
.39 3
7
21 ft2
WINDOWS
Orientation shown is the entered, Proposed orientation.
/
V
#
Wall
Omt ID Frame Panes NFRC
U-Factor SHGC Imp
Overhang
Area Depth Separation Int Shade
Screening
1
2
3
4
5
6
S 1 Vinyl Double (Clear) Yes
E 2 Vinyl Double (Clear) Yes
N 3 Vinyl Double (Clear) Yes
W 4 Vinyl Double (Clear) Yes
W 4 Vinyl Double (Clear) Yes
W 4 Vinyl Double (Clear) Yes
0.28 0.3 N
0.28 0.27 N
0.28 0.3 N
0.28 0.3 N
0.28 0.3 N
0.55 0.34 N
15.0 W 1 It 0 in
15.0 ft2 1 It 0 in
24.9 ft2 1 ft 0 in
21.7 ft' 1 It 0 in
24.0 ft' 1 It 0 in
41.0 ft2 1 It 0 in
0 It 10 in. None
0 It 10 in None
0 ft 10 in None
0 ft 10 in None
0 ft 10 in None
0 ft 10 in None
None
None
None
None
None
None
GARAGE
#
Floor Area Ceiling Area
Exposed Wall Perimeter
Avg. Wall Height
Exposed Wall Insulation
1
384 ft2 384 ft2
64 It
8 It
1
INFILTRATION
#
Scope
Method SLA
CFM 50 ELA EgLA ACH
ACH 50
1 Wholehouse Proposed ACH(50) .000387
1486 81.58 153.42 .1387
7
HEATING SYSTEM
#
System Type Subtype
Efficiency
Capacity
Block
Ducts
1
Electric Heat Pump/ Split
HSPF:9
40 kBtu/hr
1
sys#1
COOLING SYSTEM
#
System Type Subtype
Efficiency
Capacity Air Flow SHR Block
Ducts
1
Central Unit/ Split
SEER: 14
40 kBtu/hr
cfm 0.7 1
sys#1
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PnRM R405-2017 INPUT SUMMARY CHECKLIST REPORT
HOT WATER SYSTEM
# System Type
SubType
Location
EF Cap
Use
SetPnt
Conservation
1 Electric
None
Garage
0.94 50 gal
60.9 gal
120 deg
None
SOLAR HOT WATER SYSTEM
FSEC
Collector
Storage
Carl #
Company Name
System Model # Collector Model
# Area
Volume
FEF
None
None
ft2
DUCTS
/
-- Supply ----
--- Return ----
Air
CFM 25
CFM25
HVAC#
V/ # Location
R-Value
Area
Location
Area Leakage Type
Handler
TOT
OUT
ON
RLF
Heat Cool
1
Attic
6 412 ft2
Attic
198 ft2 Default Leakage
Main
(Default) (Default)
1 1
TEMPERATURES
Programablre Thermostat:
Ceiling Fans:
HeatinN
g lX] Jan
,JY
Feb
Mar
r
APf [
[[ ]] fX�
May (X] Jun [ ] Jul
((
[Xj Aug
rX�
[ ] Sep
Oct
rDC,I
H No,'
Dec
Dec
€� Dec
Venting ll 11 Jan
[ 1 Feb
L J
X Mar
l
[( 11 Jun [ 1 Jul
[[ Aug
[ 1 Sep
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
78
78 78
78 78 78
78
78
78
78
78
78
PM
78
78 78
78 78 78
78
78
78
78
78
78
Heating (WD)
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
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 Ibs/s .ft.
0 ft2
Oft
0.3
Main
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2017 EPL DISPLAY CARD
ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 90
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
a) Supply ducts R
6.0
2. Single-family or multiple -family
2. Sinole-family
b) Return ducts R
6.0
c) AHU location
Main
3. No. of units (if multiple -family)
3.
1
4. Number of bedrooms
4.
4
13. Cooling system: Capacity
40.0
a) Split system SEER
14.0
5. Is this a worst case? (yes/no)
5.
No
b) Single package SEER
c) Ground/water source SEER/COP
6. Conditioned floor area (sq. ft.)
6.
1464
d) Room unit/PTAC EER
e) Other
7. Windows, type and area
a) U-factor:(weighted average)
7a.
0.358
b) Solar Heat Gain Coefficient (SHGC)
7b.
0.30B
14. Heating system: Capacity
40.0
c) Area
7c.
141.6
a) Split system heat pump HSPF
9.0
b) Single package heat pump HSPF
8. Skylights
c) Electric resistance COP
a) U-factor:(weighted average)
Be.
NA
d) Gas furnace, natural gas AFUE
b) Solar Heat Gain Coefficient (SHGC)
8b.
NA
e) Gas furnace, LPG AFUE
f) 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)
1DA2.
4.1
f) Heat recovery unit HeatRec%
B. Adjacent:
g) Other
1. Wood frame (Insulation R-value)
10131.
11.0
2. Masonry (Insulation R-value)
10B2.
16. HVAC credits claimed (Performance Method)
11. Ceiling type and insulation level a) Ceiling fans
a) Under attic 11a. 30.0 b) Cross ventilation No
b) Single assembly 11b. c) Whole house fan No
c) Knee walls/skylight 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: AW S VC -A VNMhw R"C- City/FL Zip: FT. PIERCE, FL 34951
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Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods
ADDRESS: TBD 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 envelc[lia 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 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be Installed in accordance
with the manufacturers 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)(f), (g) or (i) 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 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, backdraR 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 coaling 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 -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where
using tight -fitting 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 IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 din per
square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm 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.
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J
MANDATORY REQUIREMENTS - (Continued)
❑R402.4.4 Rooms containing fuel-buming 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 duct 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.
SECTION R403 SYSTEMS
R403.1 Controls.
❑ R403.1.1 Thermostat provision (Mandatory). Al 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 heal shall have controls
that, except during defrost, prevent supplemental heat operation when the heal pump compressor can meet the heating load.
❑ R403.3.2 Sealing (Mandatory) All duds, air handlers, filter boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered duds 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 dud 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 (1), Florida Statutes, to be "substantially leak free" in
accordance with Section R403.3.3.
❑ R403.3.2.1 Sealed air handler. 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. Poslconslruction 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 1057 (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.
El shall
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 heal 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'/2 inches (89 mm) in the hot water distribution line and cold water line 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 for the intended use. The minimum temperature
setting range shall be from 100°F to 140°F (38°C to 60°C).
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 burner(s) of
combustion types of service water -heating systems to be turned off.
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 efficacy. 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-11 and the ceiling shall be insulated to a minimum of R-19,. space permitting, or R-10
otherwise.
R403.7 Heating and cooling equipment (Mandatory).
R403.7.1 Equipment sizing. Healing 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/waft
Any
Bathroom, utility room
10
1.4 cfm/watt
<90
Bathroom, utility room
90
2.8 cfm/watt
Any
For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916
4/21/2020 1:48 PM EnergyGauge® USA 6.0,02 (Rev. 1) - FlaRes2017 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 rapacity is less than the
calculated total sensible load but not less than 80 percent of that load.
2.
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 rapacity 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 an 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 opera0on.
2. Pumps that operate solar- and waste -heat -recovery. pool heating 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
El the water surface or a liquid cover or other means proven to reduce heal 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 oll-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.
4/21/2020 1:48 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 5
❑ R403.10.5 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 (Mandatoryne energy consumption of electric -powered portable spas shall be controlled by the
requirements of APSP-14.
L'j x611irel l iZ11l1
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.
4/21/2020 1:48 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th 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: WATERSTONE LOT-58 Builder Name: K. HOVNANIAN
Street: TBD Permit Office: ST. LUCIE COUNTY
City, State, Zip: FT. PIERCE, FL, 34951 Permit Number:
Y
U
Owner: Jurisdiction:
w
x
Design Location: FL, Fort Pierce
�
COMPONENT
AIR BARRIER CRITERIA
INSULATION INSTALLATION CRITERIA
General
A continuous air barrier shall be installed in the building envelope.
Air -permeable insulation shall
The exterior thermal envelope contains a continuous air barrier,
not be used as a sealing material.
requirements
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 ceiling/soffit
the insulation and any gaps in the air barrier shall be sealed.
shall be aligned with the air barrier.
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 corners and headers of frame walls
The junction of the top plate and the top of exterior walls 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 with the air barrier.
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 Gaming
members.
Crawl space walls
Exposed earth in unvenled 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 fit, 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
extend behind n Ono and wirino.
Shower/tub
The air barrier installed at exterior walls adjacent to showers and
Exterior walls 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
exterior walls
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
between fire sprinkler cover plates and walls or ce lines
I
a. In addition, inspection of log walls shall be in accordance with the provisions of ]CC-400.
4/21/2020 1:48 PM EnergyGauge D USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 61h 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 #:
Job Information
Builder: K. HOVNANIAN Community: Lot: NA
Address: TBD
City: FT. PIERCE State: FL Zip: 34951
Air Leakage Test Results. Fassing results must most eithertherFeiformance, Prescriptive, or'ERI Method:
O 0,)RESCRIPTIVEMETH013mThe, bmlding.ordwellingiunitshall be,testedlandwerified as havingian air leakage rate of notexceeding!7, air
changesiper.hour at.a,pressure of 0:21nch:m.g. (50 Pa-scals),in,Climate Zones 1 and 2-.
Q PERFORMANCE or ERRMETHOD-Theibuildinglor dwelling,unibshall�be, ested-and:verified�as having an air leakage rate ofnot exceeding,'
the selected ACH(50).,value as showmon,Form R405-2017 (Performance) onR406-2017 (ERI), section labeled as.infiltration sub -section ACH50
ACH(50) specified onEorm,R405-2017-Energy Calc,(Pedormance) or R406 2017,(ERI): 7.000
x 60 _ 12737 — Method for calculating building volume:
CFM(50) Building Volume ACH(50)
O Retrieved from architectural plans
❑ PASS • 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/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 Statues.or individuals licensed as set forth in Section
489.105(3)(f), (g), or (i) 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. 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, 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 heal recovery ventilators shall be closed 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.
i Testing Company
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:
4/21/2020 1:48:44 PM EnergyGauge® USA 6.0.03 (Rev. 1) - FlaRes2017 FBC sin Edition (2017) Compliant Software Page 1 of 1
wrightsoft' Load Short Form
Entire House
For: WATERSTONE LOT-58
TBD, FT. PIERCE, FL 34951
Job:
Date: Apr16,2020
By:
Htg
Clg
Infiltration
Outside db (°F)
43
91
Method
Simplified
Inside db (°F)
70
75
Construction quality
Semi -tight
Design TO (°F)
27
16
Fireplaces
0
Daily range
-
L
Inside humidity (%)
40
50
Moisture difference (gr/Ib)
11
59
HEATING EQUIPMENT
COOLING EQUIPMENT
Make Goodman Mfg.
Make Goodman Mfg.
Trade GOODMAN, JANITROL, AMANA DISTI...
Trade GOODMAN, JANITROL,
AMANA DISTI...
Model GSZ140421A*
Cond GSZ140421A*
AHRI ref 4514223
Coil AR*F374316C*
AHRI ref 4514223
Efficiency
9 HSPF
Efficiency 12.0 EER, 14 SEER
Heating input
Sensible cooling
28000 Btuh
Heating output
40000
Btuh @ 47°F
Latent cooling
12000 Btuh
Temperature rise
27
°F
Total cooling
40000 Btuh
Actual air flow
1333
cfm
Actual air flow
1333 cfm
Air flow factor
0.074
cfm/Btuh
Air flow factor
0.053 cfm/Btuh
Static pressure
0
in H2O
Static pressure
0 in H2O
Space thermostat
Load sensible heat ratio
0.68
ROOM NAME
Area
(ft')
Htg load
(Btuh)
Clg load
(Btuh)
Htg AVF
(cfm)
Cig AVF
(cfm)
OWNERS SUITE
180
3112
4483
229
238
DINING AREA
123
1260
1361
93
72
GREAT ROOM
287
4756
7759
350
413
BED 2
150
3507
3199
258
170
KITCHEN
184
195
1902
14
101
OS BATH
86
913
655
67
35
OS WIC
51
537
463
39
25
FOYER
74
782
577
58
31
MECH
13
14
405
1
22
HALL BATH
57
850
645
62
34
LAUNDRY
66
266
1129
20
60
BEDROOM 3
141
1884
2064
138
110
HALL
29
30
61
2
3
PANTRY
30
31
377
2
20
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2020-Apr-17 06:57:44
.` wright501ft' RightSuite® Universal 201212.1.05 RSU02818 Page 1
HliiC.H C:1User WasonlDocumentslWrightsofl HVAMWATERSTONE LOT-58.rup Dale =MJ8 Front Door faces: E
Entire House
1854
18138
25079
1333
1333
Other equip loads
0
0
Equip. @ 0.95 RSM
23950
Latent cooling
11720
I
I
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2020-Apr.17 06.57:44
,�ti wrighlbSOW Right -Suite® Universal 201212.1.05 RSU02818 Paget
%It. uk C:\UsersUason\Oocuments\Wrightsoft HVAMWATERSTONE LOT-68.rup Celo=MJ8 Frcnt Door faces: E
-�- wrightsoft Project Summary
Entire House
Project Information
For: WATERSTONE LOT-58
TBD, FT. PIERCE, FL 34951
Notes:
Weather: Vero Beach Municipal AP, FL, US
Job:
Date: Apr 16, 2020
By:
Winter Design Conditions
Summer Design Conditions
Outside db 43 *F
Outside db
91
*F
Inside db 70 *F
Inside db
75
*F
Design TD 27 *F
Design TD
16
*F
Daily range
L
Relative humidity
50
%
Moisture difference
59
gr/Ib
Heating Summary
Sensible Cooling Equipment Load Sizing
Structure 14774 Btuh
Structure
19294
Btuh
Ducts 3364 Btuh
Ducts
5784
Btuh
Central vent (0 cfm) 0 Btuh
Central vent (0 cfm)
0
Btuh
Humidification 0 Btuh
Blower
0
Btuh
Piping 0 Btuh
Equipment load 18138 Btuh
Use manufacturers data
n
Rate/swing multiplier
0.95
Infiltration
Equipment sensible load
23950
Btuh
Method Simplified
Latent Cooling Equipment Load Sizing
Construction quality Semi -tight
Fireplaces 0
Structure
10161
Btuh
Ducts
1559
Btuh
Heating Cooling
Central vent (0 cfm)
0
Btuh
Are a(fta) 1471 1471
Equipment latent load
11720
Btuh
Volume (fP) 12801 12801
Air changes/hour 0.31 0.16
Equipment total load
35670
Btuh
Equiv. AVF (cfm) 66 34
Req. total capacity at 0.70 SHR
2.9
tan
Heating Equipment Summary
Cooling Equipment Summary
Make Goodman Mfg.
Make Goodman Mfg.
Trade GOODMAN, JANITROL, AMANA DISTI...
Trade GOODMAN, JANITROL,
AMANA
DISTI...
Model GSZ140421A*
Cond GSZ140421A*
AHRI ref 4514223
Coil AR*F374316C*
AHRI ref 4514223
Efficiency 9 HSPF
Efficiency 12.0 EER, 14 SEER
Heating input
Sensible cooling
28000
Btuh
Heating output 40000 Btuh @ 47-F
Latent cooling
12000
Btuh
Temperature rise 27 *F
Total cooling
40000
Btuh
Actual air flow 1333 cfm
Actual air flow
1333
cfm
Air flow factor 0.074 cfm/Btuh
Air flow factor
0.053
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.
Wright5Oft'
2020-Apr-1706:ge
RightSUniversal 201212.1.05 RSU02818
�C:\Users\JasonlDocumentslWrightsofl
Page luite®
1
HVAC\WATERSTONE LOT-Sfi.rup CaIc=MJB
Front Door faces: E
T-STAT SHALL BE WITHIN 3 FEET
HORIZONTALLY OF MAIN RETURN
r-
�p
K. HOVNAN IAA c o
It
WATEK5TONE LOT-58
ARMINA PLACE
FORT PIERCE, FL 34982
,4/24/2020 Florida Building
Business P• Professional Regulation
EMS Home I Log In 1 User Registration I Hot Topics Submit Surcharge I
d FI rida11e!,
^I jv Product Approval
USER: Public User
6n�u:nY��%in
SHOP STAMP REVIEW tntp/Plan
Review Is for general compliance with the Construction Documents.
Respponslbility for correctness of dimensions, details, quantities and safety
duringfabrlcadon lies solely with the contractor.
04 No Exceptions Taken Reviewed By: Dawn Boggio-Korbelak
❑ Rejected:
4/28/20 PKn&&L
Product pRorovaI Menu > Prod act or ARplicatlon Search > Aonllrffilon Llat > AppIIcatlon Dotal
FL #
FL21637-R6
Application Type
Revision
Code Version
2017
Application Status
Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission If necessary.
Comments
Archived L'
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz, PA 17030
(717) 365-3300 Ext 2560
bsitlinger@miwd.com
Authorized Signature Brent Sitlinger
bsitlinger@miwd.com `f�
Technical Representative SJITT
ON
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Windows
Subcategory
Single Hung
FOU
����
Compliance Method
Certification Mark or Listing
Certification Agency
American Architectural Manufacturers Association
Validated By
Steven M. Unch, PE
yj Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard)
Standard
Year
AAMA 506
2011
AAMA/WDMA/CSA 101/I.S.2/A440
2008
AAMA/WDMA/CSA 101/I.S.2/A440
2011
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 03/23/2020
Date Validated 03/23/2020
Date Pending FBC Approval
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsgxVTTjKGeecQb2JXWyWril%2faFQMzmO%2bWwOJaurmQ%3d%3d 1/3
4/24/2020
Florida Building Code Online
Date Approved 03/26/2020
Summary of Products
FL #
Model, Number or Name
Description
21637.1
1620 SH
48 x 84 Insulated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL21637 R6 C CAC APC 16015.pdf
Approved for use outside HVHZ: Yes
FL21637 R6 C CAC APC 16054.pi f
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +45/-45
10/14/2021
Other: LC-PG50 Fin, LC-PG45 Finless/Flange
Installation Instructions
FL71637 Rfi II 08-02998B.pdF
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL21637 R6 AE 513861B.pdf
Created by Independent Third Party: Yes
21637.2
1620 SH
52 x 75 Insulated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL21637 R6 C CAC APC I6016.p(][
Approved for use outside HVHZ: Yes
FL21637 R6 C CAC APC 16055.pdf
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +50/-50
10/14/2021
Other: LC-PG50
Installation Instructions
FL21637 R6 II 08-02999B.pdf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL21637 R6 AE 5138628.pdf
Created by Independent Third Party: Yes
21637.3
1 220 SH
(37x72:InsT— ulated Glas
(Limits of.Use
IIApproved foruse in HVHZ: -No)IF[
pproved for use outside HVHZ-. Yes)
IImpact Resistant: No)---J
Design Pressure: +50 -67
Other. LC-PG50
r4Ceerttiif�ication Agency Certificate
21637 R6 C CAC APC 165721pdti
Quality Assurance Contract Expiration Date)
03/24/2022)
(installation Instructions
Fit.216 3t R6 IT OS-030 2 .mod
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports)—�
FL21637 R6 AE 514078�A pdA
Created by Independent Third. Part-.
21637.4
1620 SH
48 x 96 Insulated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL21637 R6 C CAC APC 16574.pd
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
03/24/2022
Design Pressure: +35/-45
Installation Instructions
Other: LC-PG35
FL21637 R6 IT 08-03160A.p ff
Verified By: Luls Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL21637 R6 AE 514079A.Pdf
Created by Independent Third Party: Yes
21637.5
1620 SH Impact
38 z 75 Fin and Finless Frame, Insulated, Laminated Glass.
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL21637 R6 C CAC APC( )1820.05-106-12-111 1620
BH(005 , 23),pA
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Quality Assurance Contract Expiration Date
Design Pressure: +50/-70
05/15/2023
Other: LC-PG50, Missile Level D, Wind Zone 3, glass was
Installation Instructions
bedded in Pecora 896 silicone.
FL21637 Rfi 11 08-03454A.pdf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL21637 R6 AE 514467A.pdf
Created by Independent Third Party: Yes
21637.6
1620 SH Impact
52 x 75 Insulated Laminated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL21637 R6 C CAC APC 16230.Qdj
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
https:/Avww.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgs9xV7TjKGeecQb2JXWyVVri1%2faFQMzcvx0%2bWwOJaurmQ%3d%3d 2/3
4/24/2020
Florida Building Code Online
Impact Resistant: Yes 12/27/2021
Design Pressure: +50/-50 Installation Instructions
Other: LC-PG50, Missile Level D, Wind Zone 3. Glass consisted FL21637 R6 II OB-03042B.pdf
of 1/8" annealed exterior - spacer - 3/32" annealed / 0.090 Verified By: Luis Roberto Lomas 62514
PVB / 3/32" annealed. Glass was bedded in Pecora 896 silicone. Created by Independent Third Party: Yes
Evaluation Reports
FL21637 R6 AE 513921B.pdj
Created by Independent Third Party: Yes
Back neat
Contact Us:: 2001 Flair Stone Road, Tallahassee Fl, 32399 Phone: 850-487-1624
The State of Florida Is an AA/220 employer. Copyllght 2007.2013 Stale of Flodtla.:: Privecv Statement :: EccessibJ11V 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, publicrecerds request, do not send electronic
mall be this entity. Instead, contact the Dnlce by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Sectmn 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 smalls
provided maybe used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal atltlress, please
provide the Department with an email address which can be made ava Ila bid to the public. To determine If you are a licensee under Chapter 455, FS., please click hem.
Product Approval Accepts:
® lzNA El M
Credit Card
Safe
https:/lwww.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgs9xV7TjKGeecQb2JXWyWril%2faFQMzcvxO%2bWwOJaurmQ%3d%3d 3/3
L. Roberto Lomas P.E.
1432 Woodford Rd.
Lewisville NC, 27023
434-688-0609
rllomm@lrlommpe.com
Manufacturer: MI Windows and Doors LLC
650 West Market Street
Gratz, PA 17030
Engineering Evaluation Report
Product Line: Series 1620 PVC Single Hung Window— Reinforced Non -Impact 37"x72"
Report No.: 514078A
Compliance:
The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(a). The product listed
herein complies with requirements of the current Florida Building Code.
Supporting Technical Documentation:
1. Approval documents: drawing numbers 08-03159 Revision A, prepared, signed and sealed by Luis Roberto
Lomas P.E.
2. Report No.: G9384.01-109-47 signed by Timothy J. McGill
Architectural Testing, Inc., York PA.
AANIANVDMA/CSA 101/I.S.2/A440-11
Design pressure: ±67.20psf
Water penetration resistance 7.52psf
3. Anchor calculations, report number 514078-1A, prepared, signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use:
• Maximum design pressure: +50.0/-67.Opsf
• Unit size: 37" x 72"
• Units must be glazed per ASTM E1300-04/09.
• This product is not rated to be used in the HVHZ.
• This product is not impact resistant and requires impact protection in wind bome debris regions.
• Frame material to be rigid PVC.
Installation:
Units must be installed in accordance with manufacturer's installation instructions and approval document 08-03159,
Revision A.
Certification of Independence:
Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the
product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity
involved in the approval process of the listed product(s).
1 of 1
`\\\o11R11IC{O��i///
�\� \ *\rjE N 8F 9,p 5e
*• 0 51
TATE OF •��
• +.
s�ONAl.1E�����
Luis R. Lomas, P.E.
FL No.: 62514
01/20/2020
A•L•1
(Validator / Operations Administrator)
MI Windows & Doors, LLC
P.O. Box 370
Gratz, PA 17030-0370
Attn: Rick Sawdey
AAMA
CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
This authorization is based on the successful completion of tests, and the reporting to the AAMA Validator of the results of the tests by an
AAMA Accredited Laboratory. The product information below will be added to the next update of the AAMA Certified Products Directory.
SPECIFICATION
RECORD OF PRODUCT TESTED
AAMAANDMA/CSA 101/I.S.2/A440-11
LC-PG50"-940x1829 (37x72)-H
Negative Design Pressure = -67 psf
COMPANY AND CODE
CPD NO.
SERIES MODEL & PRODUCT
MAXIMUM SIZE TESTED
DESCRIPTION
1620 SH (FIN, FLANGE &
MI Windows & Doors, LLC
FINLESS)
FRAME
SASH
16572
(PVC)(O/X)(OG)(INS GL)
940 mm x 1829 mm
867 trim x 902 rim
Code: MTL
(MODIF)(REINF)(TILT)
(TV x 6'0")
(2'10" x 3'0")
(ASTM)
This Certification will expire March 24, 2022 and requires validation until then by continued listing in the current AAMA Certified
Products Directory.
Product Tested and Reported by: Intertek-ATI
Report No.: G9384.01-109-47
Date of Report: May 3, 2017
JGS/JTS
ACP-04 (Rev. 6/11)
Evaluated for Certification: May 4, 2017
'h1
A oci ted Laboratories, Inc.
Authorized for Certification: May 4, 2017
Ame n Architectural Manufacturers Association
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.
5. 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.
8. 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 E1300-04/09, SEE SHEET 2 AND 3 FOR DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
REN90Ns
REV DESCRIPTION OFiE RPPk0VE0
A REVISED ANCHORS 02/2T/16 R.L.
15. FOR ANCHORING THROUGH FIN INTO METAL STRUCTURE USE #6 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.
16. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
17. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
18. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #8 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.
19. ALL FASTENERS TO BE CORROSION RESISTANT.
20. 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 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM.
D. METAL STRUCTURE: STEEL 18CA (.048") FY=33KSI/FU=52KSI OR
ALUMINUM 6063—T5 FU=30KSI 1/8" THICK MINIMUM
21. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS
SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN
IN SHEET 2.
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 1620 SIT REINFORCED
IMPACT — 52" X 75"
NOTES
TABLE OF CONTENTS
SHEET NO.
DESCRIPTION
DRnwx:
R.L.
Dwc NO.
08-03042
I REV
A
1
NOTES
2 — 3
ELEVATIONS
KALE NTS
I°ATE 11/30/16 s"EET1 OF 17
4 — 16
INSTALLATION DETAILS
L. ROSERTOLOMASP.E.
1432W000F0RDRD LEWISVILLE, NC2M3
C 4-688-0609 Mamas@Irlomasae.com
17
COMPONENTS
SIGNED: 0112812020
Luis R. Lomas P.E.
FL No.: 62514
7
FIR
HE
r 52 1/8" FRAME WIDTH -I
4" MAX
13 1/4"
MAX
O
O.C.
J"
WE
OHT
V
4" MAX
I
1620 SH REINFORCED
RECTANGULAR
EXTERIOR VIEW
FINLESS A FLANGEINSTALLATION
NOTES:
1. SASH SIZE 4912'X 37114'
2. D.LO.:4712'X33X4'
52 1/8" FRAME WIDTH
13 1/4"
O
MAX O.C.
75"
FRAME
HEIGHT
/
X
\\\ 4" MAX
FOR NUMBER
OF ANCHORS
1620 SH REINFORCED
REQUIRED
DESIGNER
SEE CHART #1
EXTERIOR VIEW
FINLESS 6 FLANGE INSTALLATION
REINFORCED
DESIGN PRESSUflERARNG
IMPACT RATING
±50.OPSF
LARGE
MISSILE IMPACT
MISSILE LEVEL D, WINO ZONE
FORAODITIONAL SIZES SEE CHART#1
52178' X 75' UNIT SHOWN. OTHER SIZES APPROVED AS LONG AS
FRAME AREA DOES NOT EXCEED 27.14' FTa
R EVISIOHS
DE CrlrrluN DATE APPROVE➢
REl4SEO ANCHORS 02/27/18 R.L.
Chart C1
Number of an char toations requited
Frame
Frame Width (in)
Haight
(in)
2A00
Head
Jamb
30.00
Had
Jamb
36.00
Hatl
Jamb
42.00
Head
Jamb
46.00
Head
Jamb
52.13
Head
Jamb
2400
3
3
3
3
4
3
4
3
5
3
5
3
30.00
3
3
3
3
4
3
4
3
5
3
5
3
36.00
3
4
3
4
4
4
4
4
5
4
5
4
42.00
3
4
3
4
4
4
4
4
5
4
5
4
48.00
3
5
3
5
4
5
4
s
5
s
-5-5
Sao"
3
s
3
6
4
5
4
5
s
5
5
5
60.00
3
5
3
5
4
5
4
5
5
s
5
s
6400
3
6
3
6
4
6
4
6
5
6
5
6
72.00
3
6
3
6
4
6
4
6
5
6
5
6
75.00
3
7
3
7
4
7
4
7
5
7
5
7
78.00
3
7
3
7
4
7
4
7
5
7
-
-
".do
3
7
3
7
4
7
4
7
FOR NUMBER 7/8"
OF ANCHORS REQUIRED 3/32" ANN
SEE CHART #1. 0.090" PVB BY KURARAY
1/8" ANN 3/32" ANN
TRUSEAL
SPACER
SYSTEM
1/2' BITE
GLAZING DETAIL
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 1620 SH REINFORCED
IMPACT - 52" X 75"
FINLESS & FLANGE ELEVATIONS
DRPWN: M. N0.
R.L. 08-03042
' HITS —E 11/30/16 O-OU2 OF 17
4 1.6680509
SIGNED: 0112812020
Luis R. Lomas P.E.
FL No.: 62514
FIR
HE
3" MAX
I
3 MAX
8" MAX O.C.
5"
1ME
GHT
3" MAX
1620 SH REINFORCED
RECTANGULAR
EXTERIOR VIEW
FIN INSTALLATION
NOTES:
1. SASH SIZE: 49 1&'X37114'
2. O. L.O.: 47 V2' X 33 3 qf'
52 1/8" FRAME WIDTH —
MAX
3" MAX--}
8" MAX O.C. —
3" MAX
rl
FOR NUMBER
OF ANCHORS
�—
REQUIRED
SEE CHART b2
.
8" MAX O.C.
T
O /
75"
FRAME
HEIGHT
/
X
3" MAX
1620 SH REINFORCED
DESIGNER
EXTERIOR VIEW
REINFORCED
FIN INSTALLATION
DESIGN PRESSURE RATING
IMPACTRATING
350.OPSF
LARGE
MISSILEIMPACT
MISSILE LEVEL D, WINDZONE3
FOR ADDITIONAL SIZES SEE CHARTV
52 IM'X75'UNIT SHOWN. OTHER SIZESAPPROVED AS LONGAS
FRAME AREA DOES NOT EXCEED 27.14 - FR
RE VON5
nix
..cSllgN
oux
IP El)
A
REVISED ANCHORS
02/27/18
1 R.L.
3" MAX
FOR NUMBER
OF ANCHORS
REQUIRED
SEE CHART #2
Chart 92
Number of anchor locations required
Rama
Rarne
Width (in)
Halgnt
(In)
2400
HSS
Jamb
JR00
HIS
Jamb
3GO0
Has
Jamb
4zoo
H65
Jamb
1 4&00
H65
Jamb
1 52.13
HIS
Jamb
34g0
4
4
4
4
5
4
B
4
]
4
]
4
3ago
4
4
4
4
s
a
B
4
T
4
7
4
36.09
4
s
4
5
5
5
0
5
T
5
T
5
4z00
4
8
4
6
5
6
8
8
T
e
T
e
4e.00
4
T
4
T
5
T
e
T
T
T
7
7
sco0
4
T
4
T
5
]
T
T
7
7
rated
4
8
4
8
5
B
.8_7
8
8
T
B
T
6
6400
4
9
9
4
9
9
5
B
9
6
9
9
]
9
9
T
9
Tzoo
4
4
5
6
T
T
to
7S00
4
10
4
10
5
10
B
to
]
10
T
10
78.00
4
10
4
10
s
Id
8
10
T
10
6400
4
11
4
11
5
11
a
11
7/8"
3/32" ANN
0.090' PVB BY KURARAY
1/8" ANN 3/32" ANN
TRUSEAL
SPACER
SYSTEM
1/2" BITE
GLAZING DETAIL
SIGNED; 0112812020
MI WINDOWS �WEST M &R DOORS,KET LC. ``\\`\S 1R IIL7� 7
GRATZ, PA 17030-0370 '���r •��D EMyh.'9j+�
SERIES 1620 SH REINFORCED*• 0 5 *�
IMPACT 52X 75" E 'urV� FIN ELEVATIONS TAT OF
MG No. RIN �i�• 'P[OR10"'
amB 08 503 42 A '�AiAsS�ONA11E�1G��\
NTS 11 /30/16 3 OF 17
434-6889609
Luis R. Lomas P.E.
FL N..: 62514
REVISIONS
OMRIPPON MIE RPPPOVEO
REVISED ANCHORS 1 02/27/15 R.L.
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD J �yy11 1/4" MAX. 1 1/4" MIN. 1/4" MAX.
& APPROVED 21 SHIM SPACE EMBEDMENT SHIM SPACE
SEALANT 1 MIN
INTERIN,rER�IOR
o� EDGE DISTANCE
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
HEAD TO BE SET
IN A r OF
APPROVED SEALANT
1.+pXL �i■
• r• I I 9 0. _ r.
7jLo �J
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTAUATION
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETERANDJOINTSEAL BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH AST M E2112
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1/4" MAX.
HIM SPACE
rya WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
EXTERIOR
BY OTHERS
HACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCKINSTALLARON
SIGNED: 0112812020
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 1620 SH REINFORCED
IMPACT — 52" X 75"
FINLESS INSTALLATION DETAILS
ORPWN: DWG N0. REV
R.L. 08-03042 A
s NTS 1DAB 11/30/16 $H° 4 OF 17
L. RD6ERMAIQ P.E I FL NO.: 62514 Luis R. Lomas P.E.
2 WDODMRD RD LEWISVIUF NC2J023
A 68,0609 WlomasplrlomasNac9m
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
1/4" MAX.
SHIM SPACE
I Aill HEAD TO BE SET
IN A • OF
APPROVED
EXTERIOR
a xL ��■
IWERIOR
�..
!% LJ
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
BACKER ROD I, 0
& APPROVED u
SEALANT 1/4" MAX.
Qq r SHIM SPACE
METAL _r
STRUCTURE
BY OTHERS
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWN FOR CLARITY.
2 PERIMETERANOJOINTSEALANTBYOTHERSTOBE
DESIGNED INACCOROANCE WITHASTM U112
RENSIONS
06CPIPiION MlE P➢PPWEC
REVISED ANCHORS 02/27/18 R.L.
J
1/4" MAX.
SHIM SPACE
7/16l MIN.
INTERIOR
EDGE
1
0
DISTANCE-/
SMS OR
0-
SELF DRILLING
0
SCREWS
EXTERIOR
METAL
STRUCTURE BACKER ROD
BY OTHERS
& APPROVED
JAMB INSTALLATION DETAIL
SEALANT
METAL STRUCTURE INSTALLATION
SIGNED: 01/28/2020
MI WINDOWSLC
RLo�,'/
0WEST MARKET STREET
GRATZ, PA 17030-0370
`J\lI1
`r••y�GEN,pF9s�
*• 0
SERIES 1620 SH REINFORCED
IMPACT — 52I X DETAILS
FINLESS INSTALLATION DETAILS
,511/�t
'GTE : Ly:
� TAT OF
�O• 4Z
Fs:;�OR\OP G\P`�
MRAWN:
M O No.
Ptv
08
A
LO�lAl11�?V\\�
Luis R. Lomas P.E.
FL No.: 62514
SUE NTS M TE 11/30/16 so6E152 OF 17
L. ROSERTOLOMASP.E
1432 WOODFORDROLEWISN¢E NC27023
C 0&0609 Illwnas@Lfomaspe.c0m
RE SION5
REV DESCRIPTION
0.41E APPRO G
CONCRETE/MASONRY
-
A REVISED ANCHORS
02/27/18 R.L.
BY OTHERS
_
a
OPTIONAL 1X BUCK
SEE NOTES 3 — 7
SHEET 1
1 1/4" MIN.
1/4" MAX.
EMBEDMENT
SHIM SPACE
CONCRETE/MASONRY
BACKER ROD
& APPROVED
1/4" MAX.
BY OTHERS
SEALANT
�F
II��II
SHIM SPACE
owl
OOPTIONAL
1X BUCK
HEAD TO BE SET
SEE NOTES 3 — 7
IN A BED OF
SHEET 1
APPROVED SEALANT
INTERIOR
3/16" TAPCON
�+^
®LH =❑
o
EXTERIOR
INTERIOR
-
O 6
O
2..
�❑
MIN.
EDGE
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CONCRETEMASONRYINSTALLATION
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Luis R. Lomas P.E.
l432 WCODFORD RD LEWISVILLE, NC 2>023
FL No.: 62514
45 86-0609 Npmas@IWpmaspe.mm
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED
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BE S
r OF
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NOTES:
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Z PERIMETERANDJOINTSEALANTBYOTHERSTOBE
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PENSIONS
PEV I DESCRIPTION MlE MPPO\IEO '
A REVISED ANCHORS 02/2T/18 1 R.L.
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SEALANT JAMB INSTALLATION DETAIL
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MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 1620 SH REINFORCED
IMPACT — 52" X 75"
FLANGE INSTALLATION DETAILS
OPAWN: DWG NO.
R.L. 08-03042
SME NTS ls^T 11/30/16 sNEET7 OF 17
A 6880609
SIGNED: 0112812020
Luis R. Lomas P.E.
FL No.: 62514
0
METAL
STRUCTURE
BY OTHERS
APPROVED
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1/4" MAX.
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HEAD TO BE SET
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APPROVED SEALANTIIIIIIIIIIIIIIIIIIN
iINTERIOR
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NOTES:
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NOTSHOWNFORCLARRY.
2 PERIMETERANDJOINTSEALANTBY OTHERS TO BE
DESIGNED INACCORDANCE WITHASTM E2112
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A REVISED ANCHORS 02/27/18 R.L.
1/4" MAX.
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JAMB INSTALLATION DETAIL
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MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 1620 SH REINFORCED
IMPACT — 52" X 75"
FLANGE INSTALLATION DETAILS
DRAWN: DWG NO.
R.L. 08-03042
ip1LE NTS WE 11/30/16 ISHOUS OF 17
L. ROBERHOLOMAS P.E.
142WOODFORDRDLEWISVILLE NC2]023
43G-68 9 nrwnas@Mpnaspe rom
REV
A
SIGNED: 0112812020
Luis R. Lomas P.E.
FL No.: 62514
flEYI510N5
REV 06CRIPTI0N
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CONCRETE/MASONRY
-
A REWSED ANCHORS
02/27/18 R.L.
BY OTHERS �'OPTIONAL
1X BUCK
1 1/4"
MIN. 1/4" MAX.
SEE NOTES 3 — 7
-
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ROD& APPROVED
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O
O
1/4" MAX.
JAMB INSTALLATION DETAIL
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O
r SHIM SPACE
I
CONCRETFJMASONRYINSTALLATION
SHEET 1
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° '
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SIGNED: 0112812020
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MI WINDOWS LC
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VERTICAL CROSS SECTION
A 17030-0370
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TAT OF
0 ��
NOTES:
DWG NO. REV
1. INTERIORANNOTSHOWNDD E) ERfOH BYOTHERS,
A
030 2OF
AIllij1E2.
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1/30/1608
ENTSIWE17
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DESIGNED INACCORDANCE WITHASTM E2112
LROSERTOLOMASP.B
Luis R. Lomas P.E.
DFORDRDLEWI SVILLENC27023&0s0.9
FL No.: 62514
momas@IAomazpe.mm
RM51ONS
OESCRIPOON OAiE .G RO
REMSED ANCHORS 02/27/18 R.L.
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD ��u g 1/4" MAX. I
& APPROVED 21 SHIM SPACE
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o� EMBEDMENT SHIM SPACE
INTERIOR
I�
I HEAD TO BE SET 7/15" MIN. Da
11HIllLAP ROV D SEALANT EDGE DISTANCE
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
INTERIOR
VERTICAL CROSS SECTION
WOOD FRAMING OR 2CBUCK INSTALLATION
NOTES.
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOTSHOWNFORCLARITY.
2 PERIMETERAND JOINTSEALANTBY OTHERS TO BE
DESIGNED IN A CCORDANCE WITH ASTM E2112
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1/4" MAX.
HIM SPACE
#8 WOOD �❑ e
SCREW D
O
WOOD FRAMING ��
OR 2X BUCK EXTERIOR
BY OTHERS
BACKER ROD
& APPROVED JAMB INSTALLATION DETAIL
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SIGNED: 01/28/2020
MI WINDOWS LC
ET STREET
0TMARKET
'`��r EN,q�.'4ji��
GRATZ. PA 17030-0370
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FL No.: 62514
L NO6ERm LOWS P.E.
1l32 WOODFORDRDLEWISVILLENC27023
A34-688-060.9 Mlpmas®lrlomasPe.mn
METAL
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TO BE SET
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OVED SEALANT
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NOTES:
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NOTSHOWNFORCLARRY.
2. PERIMETERANDJOINTSFJLLANTBYOTHERSTOBE
DESIGNED INACCORDANCE WIMASTM Elf 12
T/IN. M ED u
EDGE
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SELF DRILLING
SCREWS
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STRUCTURE BACKER ROD
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REV a6CRIPIION aAiE APPROVEa
A REVISED ANCHORS 02/27/18 R.L.
1/4" MAX.
SHIM SPACE
INTERIOR
EXTERIOR
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 1620 SH REINFORCED
IMPACT — 52" X 75"
FLANGE INSTALLATION DETAILS
0W. D.G No.
R.L. 08-03042
SME NTS 7- 11/30/16 EHEETII OF 17
SIGNED: 0112812020
OTA OE OF Irv`
��'� 'c<OR10P;•�t��
i���ASSLONAj1��G\`p
Luis R. Lomas P.E.
FL No.: 62514
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1% BUCK
SEE NOTES 3 — 7
SHEET 1
BACKER ROD
& APPROVED
SEALANT
a
a
0
I�
ED
0
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,,,,°,
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& APPROVED
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O
OPTIONAL 1% BUCK
SEE NOTE 3 — 7
o r SHIM SPACE
SHEET 1
CONCRETE/MASONRY
BY OTHERS
°
' a. .a . ..
a.
VERTICAL CROSS SECTION
CONCRETEIMASONRY INSTALLAT ION
NOTES.
1. INTERIORAND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2 PERIMETERANDJOINTSEAIANTBYOTHERSTOBE
DESIGNED INACCORDANCE WI HASTM E2112
PE SONS
DESCRIPTION MiE -
--REVISED ARCHORS 1 02/27/18 1 R.L.
1 1/4" MIN.
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS
>
OPTIONAL 1% BUCK
SEE NOTES 3 — 7 1
/4" MAX.
SHEET 1
SHIM SPACE
INTERIOR
3/16" TAPCON
ca
0 e
v
2"
�❑ o
MIN.
EDGE
J
DISTANCE
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ROD
&
APPROVED
JAMB INSTALLATION DETAIL
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CONCRETtJMASONRYINSTALLATION
SIGNED: 0112812020
MI W�
srREETDOOLC.
WEST MARKET
J`SIR:ILIow��''
E
GRATZ, PA 17030-0370
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SERIES 1620 SH REINFORCED
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AL
Luis R. Lomas P.E.
FL No.: 62514
swc NTS —E 11/30/16 s0M12 OF 17
LROSERTOLOM4SP.E
1432 WOOOFOHD flOLEWISVILLE NC2T027
4 88 09 Namaspwma,ocvm
APPROVED
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BEHIND FIN
#6 WOOD
SCREW
3/8" MIN
EDGE DISTANCE
%L ■
f x, f J f' I� J
3/8' MIN
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'//fE
J
SCREW
APPROVED
1 1/2" N
EMBEDME
SEALANT
BEHIND FIN
VERTICAL CROSS SECTION
WOOD FRAMING OR2X BUCKINSTALLATION
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETERANDJOINTSEALANIBYOTHERSTOSE
DESIGNED IN ACCORDANCE WITH ASTM E2112
WOOD
FRAMING
BY OTHERS
1/4" MAX.
SHIM SPACE
1/4" MAX
SHIM SPACE
WOOD
FRAMING
BY OTHERS
RENSIONS
M RMON MlE -M-D
REVISED ANCHORS 02/27/18 R.L.
1/4" MAX
SHIM SPACE
WOOD FRAMING
BY OTHERS
#6 WOOD SCREW INTERIOR
1 1/2"
MIN.
U`^^'ti
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pp
DSEALANT
APPROVED
D
P
BEHIND FIN
3/8" MIN
EXTERIOR
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X DUCK INSTALLATION
SIGNED: 01/28/2020
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 1620 SH REINFORCED
IMPACT — 52" X 75"
FIN WITH J CHANNEL INSTALLATION DETAILS
CU.N: I DwD ND.
R. L. 08-03042
'E �NTS DARE 11 /30/16 5ME013 OF 17
@ WCCDFOBOBDLEZWS LE, NC2=1 I LUIs R. Lomas P.E.
ax IHI609 mwRaa®mwRascre.�R FL ND.: 62514
BEHIND FIN
#6 SMS OR
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3/8" MIN
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NI
1
'", r...,...,
i/ 1.I a
METAL STRUCTURE
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1/4" MAX.
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U�� 0
1/4" MAX
SHIM SPACE
3/8" MIN
EDGE DISTANCE
#6 SMS OR
METAL STRUCTURE
SELF DRILLING
BY OTHERS
SCREW
VERTICAL CROSS SECTION
APPROVED
METAL STRUCTUREINSTALLATION
SEALANT
BEHIND FIN
NOTES.
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS.
NOTSHOWNFORCLARITY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED IN ACCORDANCE WITH ASTM EZ112
METAL STRUCTURE
BY OTHERS
#6 SMS OR
SELF DRILLING
SCREW
PENSIONS
PEV OESCPIGiION MlE MP0.0VE0
A I REVISED ANCHORS 02/27/18 R.L:
1 /4" MAX
Ir SHIM SPACE
INTERIOR
APPROVED
SEALANT
BEHIND FIN
EXTERIOR
3/8" MIN
EDGE DISTANCE
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 1620 SIT REINFORCED
IMPACT — 52" X 75"
FIN WITH J CHANNEL INSTALLATION DETAILS
R.L. 08-03042
XkE NTS — 11/30/16 js4014 OF 17
L. ROSERTO LOMASP.E.
Ia WOODFORDRDLEMSVILLE.NC21023
4-688-0609 ,Ownas@Irlanasps.wm
SIGNED: O1/28/2020
Luis R. Lomas P.E.
FL No.: 62514
APPROVED
SEALANT
BEHIND FIN
#6 WOOD
SCREW
3/8" MIN
EDGE DISTANCE
3/8" MIN
EDGE DISTANCE
#6 WOOD
J
SCREW
APPROVED
1 1/2" N
EMBEDME
SEALANT
BEHIND FIN
VERTICAL CflOSS SECTION
WOOD FRAMING OR2X BUCK INSTALLATION
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWN FOR CLARITY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED IN ACCORDANCE WITH ASTM E2112
NOOD
°RAMING
3Y OTHERS
1/4" MAX.
SHIM SPACE
1/4" MAX
SHIM SPACE
WOOD
FRAMING
BY OTHERS
RM90N5
DESCRIPTION R41E 7
0VE0
REVISED ANCHORS i 02/D/18 R.L.
1/4" MAX
SHIM SPACE
WOOD FRAMING
BY OTHERS
#6 WOOD
SCREW
INTERIOR
I
1 1/2"
MIN.
e
EMBEDMENT
DO
�❑
APPROVED
O
SEALANT
BEHIND FIN
3/8" MIN
EXTERIOR
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED: 0112812020
MI WINDOWS DOORS,LC.
WESTMARKET
````J\5
GRATZ, PA 17030-0370
` �.••y�GENSt•9aP4
*• 0 5 •*
SERIES 1620 SH REINFORCED
IMPACT 52" X I
=•d YG
FIN INSTALLATION DETAILS
C:
�joo TAT OF tIL�
��c.•.'PCOR10�;•� �
DRAWN:
0WO NO.
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08-03E04z
A
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saE wTc
NTS 11/30/16 15 OF 17
L ROBERTO LOMAS RE
fa92V/OODFORORDLEWISVIU. NCPM3
434EB80609 Nwnas@Mwnaspa.rom
FL No.: 62514
APPROVED
SEALANT
BEHIND FIN
#6 SMS OR
SELF DRILLING
SCREW
3/8" MIN
EDGE DISTANCE
f�lx��jj
`ii
3/8" MIN
j
EDGE DISTANCE
#6 SMS OR
c
SELF DRILLING
SCREW
VERTICAL CROSS SECTION
APPROVED
METAL STRUCTURE INSTALLATION
SEALANT
BEHIND FIN
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS.
NOT SHOWN FOR CLARRY.
2. PERIMETERANDJOINTSEALANTBY OTHERS TO BE
DESIGNED INACCORDANCE WITHASTM E2112
METAL STRUCTURE
BY OTHERS
1/4" MAX.
SHIM SPACE
/4" MAX
r SHIM SPACE
METAL STRUCTURE
BY OTHERS
R"aONS
REV OESCRIMN On1E PPPROVED
A REVISED ANCHORS i 02/27/18 R.L.
J 1/4" MAX
r SHIM SPACE
METAL STRUCTURE'
BY OTHERS
INTERIOR
#6 SMS OR
SELF DRILLING
SCREW
APPROVED
SEA ANT
BEHIND FIN
3/8" MIN EXTERIOR
EDGE DISTANCE
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 1620 SH REINFORCED
IMPACT — 52" X 75"
FIN INSTALLATION DETAILS
DRawN:
DwG NO.
R.L.
08-03042
3�E NTS
DATE 11/30/16 JsNtET16 OF 17
L ROBERTOLCMASP.E
1A WOCOFORDROLEWISVILLE. MC27023
ax-688-060.9 rllomas@Irlwnaspe.com
SIGNED: 0112812020
Luis R. Lomas P.E.
FL No.: 62514
3 3/16"
o
2 5/16' —I
I 4gp�4
HEAD/JAMB FINLESS
EXTRUDED PVC (V.1006)
33/16"
33
S
3 13/16" I
P
HEAD/JAMB FIN INSTALLATION
EXTRUDED PVC (11-0007)
3 1/4" —1
0 2 1/
SILL FINLESS
EXTRUDED PVC (V-1013)
SILL FIN INSTALLATION
EXTRUDED PVC (V-1012)
3/16"
04(-1
2 13/,6 rLJ1
�1-:1
HEAD/JAMB WITH FLANGE
EXTRUDED PVC (V-1010)
3 1/4"
2 13/16"
�qp�Q
HEAD/JAMB WITH FLANGE
EXTRUDED PVC (VE,00025)
u O I, 1/4"
o��III��II
�glr�4 5/8-
1 3/4"
BOTTOM SASH/STILE
HEAD/JAMB FIN INSTALLATION SILL FIN INSTALLATION EXTRUDED PVC (V-670)
WITH J-CHANNEL WITH J-CHANNEL
EXTRUDED PVC (V.1006) EYMUDED PVC (V-1011)
7/6"
r—
STILES
REINFORCEMENT
ALUMINUM 600-T5 (M-2266)
Q 3/4"
16 J_
MEETING RAIL
REINFORCEMENT
ALUMINUM 6063-T5 (AE000162)
15/16"
I
1/2"
LOCK RAIL
REINFORCEMENT
ALUMINUM 6063-T5 (M-2115)
RENSIONS
REV I ANOES "R " Op7/ P➢PRPYEO 11
A REVISED CHORS 02/27/18 R.L.
SILL WITH FLANGE
EXTRUDED PVC (V.1015)
SILL WITH FLANGE
/2
6.. LT
1 3/4"
�❑
BOTTOM SASH/TOP RAIL
EXTRUDED PVC (V-675)
2 5/8"
EXTRUDED PVC (VE000021)
1 1/4
q7
❑ 2 3/16"
o aao �
MEETING RAIL
EXTRUDED PVC (V-1016)
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 1620 SIT REINFORCED
IMPACT — 52" X 75"
COMPONENTS
1 3/4"
r3I
' 4"
BOTTOM SASH/BOTTOM RAIL
EXTRUDEOPVC(11--61 )
5/16"
1376.
GLAZING BEAD
RIGID PVC (V-61)
L. 30420—E�R.'c�NTS 11/30/1617 OF 17A
43e-e8e-0609
SIGNED: 0112812020
Luis R. Lomas P.E.
FL No.: 62514
4/24/2020
Florida Building
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product Aggroval Menu > Product or Agplicatlon Search > Agolloton List > Application Detail
FL #
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Comments
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Address/Phone/Email
Authorized Signature
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Address/Phone/Email
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Address/Phone/Email
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FL15332-R5
Revision
2017
Approved
u
MI Windows and Doors
650 West Market Street
Gratz, PA 17030
(717) 365-3300 Ext 2560
bsitlinger@miwd.com
Brent Sitlinger
bsitlinger@miwd.com
Exterior Doors
Sliding Exterior Door Assemblies
SHOP STAMP REVIEW ntn/Plan Ashmere
Review Is for general compliance with the Construction Documents.
Responsibility for correctness of dimensions, details, quantities and safety
during fabrication Iles solely with the contractor.
Co NOExcepdonsTaken Reviewed By. Dawn Boggio-Korbelak
❑ Rejected:
Rs & Facts I Publications I contact Us I BCIS Site Map I Links I Search I
4/28/20 !1 $. KnW4�_
F T 1
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
0 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Luis Roberto Lomas
Evaluation Report
Florida License
PE-62514
Quality Assurance Entity
American Architectural Manufacturers Association
Quality Assurance Contract Expiration Date
12/31/2020
Validated By
Steven M. Urich, PE
8n Validation Checklist- Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
FL15332 RS COI FLCOI.p�f
Standard
AAMA/WDMA/CSA 101/I.S.2/A440
Method 1 Option D
Year
2008
r
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVX0wtDgtH8572gvdWldku3BmvbC0TyMW9wxhwpTl FkhOfDHBWSw%3d%3d 114
4/2412020
Florida Building Code Online
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
O6/18/2019
O6/19/2019
O6/24/2019
08/13/2019
Summary of Products
FL #
Model, Number or Name
Description
15332.1
SERIES 420 ALUMINUM SGD
SERIES 420 ALUMINUM SGD OXO 145-3/4"xB0" NON -
REINFORCED
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FLI5332 R5 II 08-00500E pd(
Approved for use outside HVHZ: Yes
Verified By: Luis Roberto Lomas 62514
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
FLI5332 IRS AE 510807D.pdf
PRESSURE RATINGS
Created by Independent Third Party: Yes
15332'.2
SERIES'420 ALUMiNUM,SG�SERIES
420 ALUMINUM SGD OXTXO XX96"x80"-NON-
R(REINFORCED)
Limits of Use
Installation Instrgct 9
Approved for use in HVHZ: No
(FLI5332 RS'J] 06-00498E. d
Approved for use outside `HVHZ:Yes
Impact Resistant: No
Verified'By: Luis Roberto, Lomas'62514
Created by Independent rh, d Pa Yes
Design Pressure. N/
Evaluation Reports)
�0
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
PRESSURE RATINGS
FL 533 E 5 0 D
(Created by Independent ThirdlParty. Yes
15332.3
SERIES 420 ALUMINUM SGD
SERIES 420 ALUMINUM SGD REINFORCED OXO 145-3/4"x96"
REINFORCED
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15337 R5 II 08-02248C.PL-lf
Approved for use outside HVHZ: Yes
Verified By: Luis Roberto Lomas 62514
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
FLI5332 R5 AE 512968C.pdf
PRESSURE RATINGS
Created by Independent Third Party: Yes
15332.4
SERIES 420 ALUMINUM SGD
SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96"
REINFORCED
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FLI5332 IRS TI 08-02249C.pdf
Approved for use outside HVHZ: Yes
Verified By: Luis Roberto Lomas 62514
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
FL15332 IRS AE 512969C.pdf
PRESSURE RATINGS
Created by Independent Third Party: Yes
15332.5
SERIES 420 ALUMINUM SGD
SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96"
REINFORCED
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FLI5332 R5 li 08-02250C.p�f
Approved for use outside HVHZ: Yes
Verified By: Luis Roberto Lomas 62514
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
FL15332 R5 AE 512970C.pdj
PRESSURE RATINGS
Created by Independent Third Party: Yes
15332.6
Series 420 OXXX SGD Reinforced
Series 420 OXXX SGD Reinforced non Impact (Interior
Reinforcement)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL35332 R5 II FLI6054 R6 II 08-01830D.pdf
Approved for use outside HVHZ: Yes
Verified By: Luis R. Lomas, PE PE-62514
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Refer to approval document for design pressure
FLI5332 RS AE FL16054 R6 AE 512517D.pd'
ratings.
Created by Independent Third Party: Yes
15332.7
Series 420 OXXX SGD Reinforced
Series 420 OXXX SGD Reinforced Non Impact (Interior and
Exterior Reinforcement)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FLIS332 R5 TI FL16054 R6 II 08-01831D.pdf
Approved for use outside HVHZ: Yes
Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: No
Created by Independent Third Party: Yes
Evaluation Reports
https:IAw.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtHB572gvdW]dku3BmvbCOTyMW9wxhwpTl FkhOfDHBW5w%3tl%3tl 2/4
4/24/2020
Florida Building Code Online
Design Pressure: N/A
FL15332 RS AE FL16054 R6 AE 512518D.gdf
Other: Refer to approval document for design pressure ratings
Created by Independent Third Party: Yes
15332.8
SERIES 420 REINFORCED ALUMINUM
SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96"
SGD
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15332 R5 II 08-00501E.piff
Approved for use outside HVHZ: Yes
Verified By: Luis Roberto Lomas 62514
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
FL15332 R5 AE 510808D.pd1
PRESSURE RATINGS
Created by Independent Third Party: Yes
15332.9
SERIES 420 REINFORCED ALUMINUM
SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96"
SGD
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15332 RS 11 08-00499E.gdf
Approved for use outside HVHZ: Yes
Verified By: Luis Roberto Lomas 62514
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
FL15332 RS AE 5108060.gdf
PRESSURE RATINGS
Created by Independent Third Party: Yes
15332.10
SERIES 430/440 ALUMINUM SGD
SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON -
REINFORCED
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FLI5332 R5 II 08-00502E.gd[
Approved for use outside HVHZ: Yes
Verified By: Luis Roberto Lomas 62514
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
FL15332 RS AE 510809D.pdf
PRESSURE RATINGS
Created by Independent Third Party: Yes
15332.11
SERIES 430/44D REINFORCED
SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96"
ALUMINUM SGD
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15332 RS IT 08-00503E.gd[
Approved for use outside HVHZ: Yes
Verified By: Luis Roberto Lomas 62514
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
FLI5332 RS AE 510810D.01
PRESSURE RATINGS
Created by Independent Third Party: Yes
15332.12
Series 440 OXXX SGD Reinforced
Series 440 OXXX SGD Reinforced Non Impact (Interior and
Exterior Reinforcement)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FLS5332 R5 It FL16054 R6 11 08-01885D pdj
Approved for use outside HVHZ: Yes
Verified By: Luis R. Lomas, PE PE-62514
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Refer to approval document for design pressure ratings
FL15332 RS AE FL16054 R6 AE 512577D.pdf
Created by Independent Third Party: Yes
15332.13
Series 440 OXXX SGD Reinforced
Series 440 OXXX SGD Reinforced Non Impact (Interior
Reinforcement)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15332 R5 IT FL16054 R6 II 08-01886D.Qdf
Approved for use outside HVHZ: Yes
Verified By: Luis R. Lomas, PE PE-62514
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Refer to approval document for design pressure ratings
FL15332 R5 AE FL16054 R6 AE 512578D.12d[
Created by Independent Third Party: Yes
Kqkj Next
ContactUl Us:: 2601 Blair Stone Road, hllahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an WEED employer. QQQyJght 2007-2013 State of Florida.:: Prlvacv Statement:: A2,,,fljUN 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
mall 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 email address If they have one. The emails
provlded may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal atltlress, please
provide the Department with an email address which can be made available to the public. To determine If you are a ilcensee under Chapter 455, F.s., please click here .
Product Approval Accepts:
®M ® 2 � k M
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtHB572gvdWldku3BmvbCOTyMWgwxhwpTI FkhOfDHBW5w%3d%3d 3/4
4/24/2020
Florida Building Code Online
Credit Card
Safe
https:Uwww.floridabuilding.org/pr/pr_app_d0.aspx?param=wGEVXQwtDgtH0572gvdWIdku3BmvbCOTyMW9wxhwpTl FkhOfDHBW5w%3d%3d 414
L. Roberto Lomas P.E.
1432 Woodford Rd.
Lewisville, NC 27023
434-688-0609
rllomm@lrlomupe.com
Manufacturer: MI Windows and Doors LLC
650 West Market Street
Gratz, PA 17030
Product Line: Series 420 Aluminum SGD 96"xBO Non -Reinforced
Engineering Evaluation Report
Report No.: 510805D
Compliance:
The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1(d). The product listed
herein complies with requirements of the current Florida Building Code.
Supporting Technical Documentation:
1. Approval document: drawing number 08-00498, Revision E, prepared, signed and sealed by Luis Roberto Lomas
P.E.
2. Report No.: CCLI-12-119 signed by Wesley Wilson
Construction Consulting Laboratory International, Carrollton, TX
AAMANVDMA/CSA 101/I.S.2/A440-08
Design pressure: ±40.Opsf
Water penetration resistance 6.0psf
3. Anchor calculations, report number 510805-1 C and 510805-2, prepared, signed and sealed by Luis Roberto Lomas
P.E.
Limitations and Conditions of use:
• Maximum design pressure: Refer to approval document.
• Maximum panel size: 48 V x 79"
• Approved configurations: OX, XO, XX, XP, PX, XIP and FIX
• Units must be glazed per ASTM E1300-04/09, with safety glazing.
• This product is not rated to be used in the HVHZ.
• This product is not impact resistant and requires impact protection in wind bome debris regions.
• Frame material to be aluminum 6063-T5.
Installation:
Units must be installed in accordance with manufacturers installation instructions and approval document, 08-00498,
Revision E.
Certification of Independence:
Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the
product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity
involved in the approval process of the listed product(s).
1of1
� N``J`SIIR I I ���i/i
`%N%4 \6ENSF9s/��
= 0 51
* • fit.=
TATE OFw
..ORIOP
Luis R. Lomas, P.E.
FL No.: 62514
06/20/2017
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. 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.
4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT
SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR
CALCULATIONS.
5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5.
6. UNITS MUST BE GLAZED PER ASTM E1300-04/09, WITH SAFETY GLASS.
7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO
NOT REQUIRE WATER INFILTRATION RESISTANCE.
OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT
10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
11. 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.
12. 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.
13. ALL FASTENERS TO BE CORROSION RESISTANT.
14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURERS 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, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM
15. APPROVED CONFIGURATIONS: OX. X0, XX, XP, PX, XIP, PIX.
TABLE OF CONTENTS
DESCRIPTION
1 NOTES
2 — 3 ELEVATIONS
4 — 10 INSTALLATION DETAILS
RMIONS
D6 IPRON
M1E
MPRO
ADDED CHARIS
03/135/12
R.L
RENSEO PER NEW TESTING
10/29/13
R.L
ADDED FLANGE AND RN INSTALLATIONS
12/06/13
R.L
REVISED INSTAUATION DUMB
07/30/15
R.L
REVISED INSTALLATION DETAILS
06/20/17
R.L
SIGNED: 0612012017
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
I SERIES 420 SGD I
96" X 80" NON —REINFORCED
NOTES
�� 08 SOO498 E �i7V/jl0NALI'E V\\�
NTS 02/23/09 �1 OF 10
LROBERTOLOMASP.E LDIS R. Lomas P.E.
W2 WOODF RD RO LEWI$VILLE NC2M23 FL No.: 62514
J36-6B8060$ rllP.a Wdwnaece.wm
FI
HI
96" MAX FRAME WIDTH
(2) ANCHORS PER LOCATION
SEE CHART #3
FOR NUMBER OF
LOCATIONS REQUIRED
17"
6" mAx
r 0.0
6" MAX
1
17"
MAX O.C.
SO"
IAX
AME
IGHT
1
6" MAX
0
/
X
1
SERIES 420 SGD
EXTERIOR VIEW
DESIGNPRESSURERATING 1MPACTRATING
340.OPSF NONE
SEE CHARTS #1 AND #2 FOR OTHER UNITS RATINGS
NOTES:
1. MAXIMUM PANEL SIZE: 48112'X]9'
2. MAXIMUMD.L.0.:4458'x745'8'
HANDLE SET (PART#99-04145) LOCATED 38 W4"01,1 CENTER FROM PANEL
3M ROLLERS (PART#9NIT-195) AT EACH END OF PANEL BOTTOM RAILS
-- 6" MAX
REDISIONS
06C 'MON
DAIS
N.
ADDED CHARTS
03/05/12
R.L.
REVISED PER NEW TESTING
10/29/13
R.L.
ADDED FLANGE AND RN INSTALLATIONS
12/0 //13
R.L.
REVISED INSTALLATION DEALS
07/30/15
R.L.
REVISED INSTALLATION DEALS
06/20/17
R.L
CHART#I
WHERE WATER INFILTRATION RESISTAI
SEENOT69SHEET I
Design pressure chart (psO
Frame
Single Panel end Total Frame Width
(in)
Height
30.0
36.0
4LO
48.0
60.00
72.00
0400
96.00
(in)
Pas
I Keg
I PCs
I Meg
I Pas
NCg
I PCs
I Neg
80.01
40.0
1 55.1
1 400
1 48.2
1 40.0
43.4
1 40.0
1 40.0
CHART#2
WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED.
SEENOTE 9 SHEET 1
Design pressure chart (ps0
Fr.
Single no and Total Frame Wdth
(m)
Height
30.0
36.0
42.0
48.0
60.00
]2.00
84.A
96.00
(�)
Pas
I Meg
I Pas
I Neg
I Pas
Neg
Pas
I Neg
80.0
55.1
1 55.1
1 48.2
1 48.2
1 43.4
43.4
40.0
1 40.0
CHART#3
Numberol anchor locationsrequiretl
Fm a
Single Panel and Total Frame Width (In)
Height
30.0
1 36.0
1 42.0
1 48.0
60.0
72.0
84.0
Sea
(�)
18S
Jamb
HBS
Jamb
HBS
Jamb
HSS
Jamb
80.0
4
1 5
1 5
1 5
1 6
5
1 6
5
SIGNED: 06/20/2017
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ. PA 17030
SERIES 420 SGD
96" X 80" NON -REINFORCED
ELEVATION
DRAWN:
OWC NO.
PEV
-/��4as��OR\�. G���
08 000T498
E
ZiJij ..&"\
swe oArz
NTS 02/23/09 2 OF 10
LR09ERm L0MA9P.E
Luis R. Lomas P.E.
1482W000FORORDLEWISVILLENC=3
FL No.: 62514
434 "609 #lomas@lNanaspemm
E
N
FR
HE
96" MAX FRAME WIDTH
(1) ANCHOR PER LOCATION
AT HEAD & JAMBS
SEE CHART #4
FOR NUMBER OF
LOCATIONS REQUIRED
17"
6' MAX
(--
MAX
(— —
6" MAX
17"
MAX O.C.
0
X
T--
a
WE
CHi
6" MAX
6" MAX
CHARTN
Number n.ncher mceemne required
B'mgk Pan el and 1PI Unit MB (m)
Rem
He9hl
]0,0
]6.0
020
dB.O
(m)
60.0
72.0
84.0
96.0
H&S
Jamb
H&S Jamb
H&S Jamb
H45
Jamb
80.0
4
5
5 5
6 5
1 8
1 5
I
SERIES 420 SGD
EXTERIOR VIEW
(2) ANCHORS PER LOCATION
AT SILL
DESIGN PRESSURE RATING IMPACT RATING SEE CHART #4
FOR NUMBER OF
340.OPSF NONE LOCATIONS REQUIRED
SEE CHARTS F1 AND# SHEET2 FOR OTHER UNITS RATINGS
NOTES:
1. MAXIMUMPANELSIZE:48VTx79'
2. MAXIMUMD.L0.'"&8.x 74&8'
IAI(V FATMDUNTED HANDLE SET (PART999-04-145)LOCATED 383WON CENTER FROM PANEL BOTTOM I
RLnsions
RW
OTSCRIPIIOX
DAM
PPPRWE6
A
ADDED CHARIS
03/05/12
R.L
B
REVISED PER NEW TESTING
10/29/13
R.L
C
ADDED FLANGE AND FIN INSTALLATIONS
12/06/13
R.L
D
REVISED INSTALLATION DETAILS
07/30/15
ILL
E
REVISED INSTALLATION DETAILS
06/20/17
R.L.
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ. PA 17030
SERIES 420 SGD
96" X 80" NON —REINFORCED
FIN ELEVATION
F.A. 08-00498
' NTS m" 02/23/09 sx-3 OF 10
L ROBERTO LOMAS RE
1432W000FORDRO LEWISVILLE NC27029
asN-see6s63 nromasQumgmam6.cvm
SIGNED: 06/20/2017
Luis R. Lomas P.E.
FL No.: 62514
WOOD FRAMING
OR 2X BUCK
BY OTHERS
#10 WOOD
SCREW
#10 WOOD
SCREW
I WOOD FRAMING
OR 2X BUCK
BY OTHERS
1/2" MIN.
EDGE DISTANCE
1 3/8" MIN.
1 /4"
MAX.
SHIM
SPACE
EXTERIOR II II II II INTERIOR
WOOD FRAMING OR 2K BUCK INSTALLA77ON
NOTES.
1. INTERIORANO EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED IN ACCORDANCE WITH ASTM E2112
1 3/8" MIN.
EMBEDMENT
T—
1/2" MIN.
EDGE DISTANCE
SET IN
APPROVED SEALANT
#10 WOOD
SCREW
MIN.
RENT
MIN.
>TANCE
WOOD FRAMING
OR 2X BUCK
BY OTHERS
RLNSIONS
DESMIPTON
MlE
MPRWOI
ADDED CHARTS
03/05/12
R.L
REVISED PER NEW TESONG
10/29/13
R.L
ADDED FIANGE AND FIN INSTALLATIONS
12/06/13
R.L
REVISED INSTALLATION DETAILS
07/30/15
R.L
REVISED INSTALLATION DETAILS
06/20/17
R.L
1/4" MAX.
r SHIM SPACE
INTERIOR
� EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2K BUCK INSTALLATION
SIGNED: 0612012017
MI WIN680DOWT DOORS LLC
MARKET REET
R!ILL��/'7��i
GRAB, PA 17030
�1a 6
SERIES 420 SGD*�•
96" X 80" NON —REINFORCED
FRAME INSTALLATION DETAILS
��0 �• 33TAT OF tp;
��'�F•: �CORIOP•��
nxc xo.
REV
o6—�OO�T496
E
ONA11�'�1G�`;
LOTS R. Lomas P.E.
w1E
NTS D2/23/09 4 OF 10
LROBERMLIX SP.E
1l WOOOFORO RO LEMSVXLE NC27023
FL NO.: 62514
d 4G 8&0809 TOmas@Nomaspe.rom
METAL
STRUCTURE
BY OTHERS
#10 SMS OR
SELF DRILLING
SCREW
METAL
STRUCTURE
BY OTHERS
1/2" MIN.
EDGE DISTANCE
1/4" MAX.
SHIM SPACE
#10 SMS OR
SELF DRILLING
SCREW
EXTERIOR II II II II INTERIOR
;ILL TO BE SET IN
1 BED OF
1PPROVED SEALANT
1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
I. INTERIORANO EXTERIOR FINISHES, BYOTHERS,
NOTSHOWNFOR CLARITY.
2. PERIMETERANOJOINTSEALANTBYOTHERSTOBE
DESIGNED IN ACCORDANCE WITH ASTM E2112
T-
1/2" MIN.
EDGE DISTANCE
#10 SMS OR
SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS
/4" MAX.
SHIM SPACE
RLNSIONS
06m"ON
MTE
PPPRO`hD
ADDED CHARTS
03/05/12
R.L.
REVISED PER NEW TESTING
10/29/13
R.L
ADDED FLANGE AND FIN INSTALVSIONS
12/06/13
R.L
REVISED INSTALLATION DETAILS
07/3D/15
R.L
REVISED INSTALLATION DETAILS
06/2D/17
R.L.
INTERIOR
EXTERIOR
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED: 06/20/2017
%u WINDOWS AND
OSTTREET ORS LLC
IIL/0�9��i
650 WEST MARKET
`k%ll� I
GRATZ, PA 17030
`may •y�CENg� S
�10•,5z$1
SERIES 420 SGD*�•
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- yT
FRAME INSTALLATION DETAILS
FRAME
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08
E
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Luis R. Lomas P.E.
SOO�T498
;cuc MTE
NTS 02/23/09 5 OF 10
LRORERTOLOMASPE.
19 W000FORD Ra LEMSVILLE, NC2023
G3 8"609 NlomasCmMomasae.mm
FL No.: 62514
ae+sio�s
1 1*EXTERIORINTERIOR
2" MIN "
acv oLvmianoN wiE nnpaovTn
NCE A ADDED CHPRIS 03/05/12 R.L
B REVISED PER NEW TESTING 10/29/13 R.L
C ADDED RANGE AND RN INSTALIARONS 12/06/13 R.L
1 1/4" MIN. D RCASED INSTAllATION DETAILS 07/30/15 R.L
CONCRETE/°:'EMBEDMENT 1 1/4" MIN. E RLVISEO INSIWlATON DETAILS 06/20/17 R.LMASONRYEMBEDMENT
BY OTHERS1/4" MAX.
r SHIM SPACE
OPTIONAL
1X BUCK�- T J III... 1/4" MAX.
TO BE1"SHIM SPACE
PROPERLYMIN. INTERIOR
SECUREDEDGE
SEE NOTE 3DISTANCE
SHEET 1/16" TAPCONERIOR SEPARATION •a
SILL TO BE SET IN
A BED OF APPROVED SEALANT 3/16" TAPCON
3/16" TAPCON _ EXTERIOR
CONCRETE/MASONRY
BY OTHERS
MASONRY/ OPTIONAL 1x BUCK JAMB INSTALLATION DETAIL
CONCRETE TO BE PROPERLY CONCRETHMASONRYINSTALLATION
BY OTHERS SECURED
SEE NOTE 3 SHEET 1
NOTES:
y 1 1/4" MIN. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
EMBEDMENT NOT SHOWN FOR RCLARICLARITY.
2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE
° DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED: 0612012017
2 7/8" MIN 1" MIN. MI WINDOWS AND DOORS LLC \Y�1111u11/
SEPARATION EDGE DISTANCE 650 WEST 0
MARKET A�yJ\?`C E�S%/,9� i
VERTICAL CROSS SECTION �. R
CONCRETEMIASONRYINSTALLARON SERIES 42D $GD*• D S
A INS X NON —REINFORCED FRAME
� C�
FRAME INSTALLATION DETAILS �O•• TAT OF • �`
Da N: oxc x0. aLv %'nFs:cCOR1OP G\P`
sr1� NTS mm 02/23/09 OB M68 OF 10 E '2jTSIOIIIAI It ?\\`\
L ROSERTOLOMASP.E LuisFL R. Lomas P.E.
1l3 DFORORDLEBISWLLENC27023 No.: 62514
0.AGdB6-0609 rllOmas@Nomaspa.mm
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1/2" MIN.
EDGE DISTANCE
1 3/8" MIN.
EMBEDMENT
1/4�MA%
SHIM SPACE
#10 WOOD
SCREW
EXTERIOR 11 II II It INTERIOR
LE SET IN
r APPROVED SEALANT
#10 WOOD
SCREW
I WOOD FRAMING
OR 2X BUCK
BY OTHERS
MIN.
NENT
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cyan UISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIORANO EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2 PERIMETERAND JOINT SEALANT BYOTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
1 3/8" MIN.
EMBEDMENT
1/2" MIN.
EDGE DISTANCE
#10 WOOD
SCREWS
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1/4" MAX.
SHIM SPACE
RLN5101S
DESCRIPTION
44iE
i➢PRQhO
ADOED CHARTS
03/05/12
R.L.
REVISED PER NEW TESTING
10/29/13
R.L.
ADDED FLANGE AND FIN INSTALLATIONS
12/06/13
R.L.
REVSED INSTALLATION DETAILS
07/30/15
R.L
REVISED INSTALLATION DETAILS
06/20/17
R.L
INTERIOR
lh_� EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCKINSTALLATION
SIGNED: 0612012017
DOORSAND LLC
MI WINDOWS650
�lC1o�9,,i
WEST MARKET
STREET
. : �R
ENs�.
GRAB. PA 17030
`��••y\O s�
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NTS 02/23/09 OF 10
Luis R. Lomas P.E.
FL No.: 62514
L ROBERTO LONAS RE,
10. I2 QDFORDRDLEWISVILLENC27023
<346980609 Nomas@lilomaspP.cvm
1/2- MIN.
EDGE DISTANCE
METAL
STRUCTURE
BY OTHERS
#10 SMS OR
SELF DRILLING
SCREW
I METAL
STRUCTURE
BY OTHERS
EXTERIOR
1/4" MAX.
r SHIM SPACE
#10 SMS OR
SELF DRILLING
SCREW
INTERIOR
;ILL TO BE SET IN
1 BED OF
APPROVED SEALANT
1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTUREINSTALLA7ION
NOTES:
I. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWN FOR CLARITY.
2. PERIMETERANDJOINTSEALAINTBYOTRERSTOBE
DESIGNED IN ACCORDANCE WITH ASTM M 12
NEYSIONS
D6CRIFIIDN
mm
PPPRP/D)
ADDED CHARTS
D3/D5/12
R.L
REVISED PER NEW TESTING
10/29/13
R.L
ADDED FIANGE AND RN INSTALLATIONS
12/06/13
ILL
REVISED INSTALIATION DETAILS
07/3D/15
R.L.REVISED
INSTALLATION DETAILS
O6/2D/1]
R.L.
1/4" MAX.
SHIM SPACE
1/2-
MIN. INTERIOR
EDGE
DISTANCE
#10 SMS OR
SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS
'ls EXTERIOR
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED: 0612012017
LLC
MI WINDOWS650
IInII It IO/?fAA,'i
WEST MAND RKET STREET
`\\\``S
-`��r
GRATZ. PA 17030
•\,\GEiva
0
SERIES 420 SGD*•
96" X SO" NON —REINFORCED
FLANGE INSTALLATION DETAILS
,l1a�sl�cO+*�
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NTS 02/23/09 OF 10
Luis R. Lomas P.E.
FL No.: 620514
LROSERTOLONASP.E
DLEWIISVUENC
iG32 WOOOFORO ROLEWISVM1Lf, NC21023
430SDS0609
RENSIONS
REV p6CRIF110N DAE PPPROVfD
1 1/2" MIN 1' MIN.
SEPARATION EDGE DISTANCE A ADDED CHARTS 03/05/12 R.L.
B REVISED PER NEW TESTING 10/29/13 R.L.
ea a C ADDED RANGE AND AN INSTAl1AT10NS 12/06/13 R.L
° 1 1/4" MIN. D REVISED INSTAlAPON DETAILS OT/30/I
EMBEDMENT R.L
°
CONCRETE/ }° • I 1 1/4" MIN.
MASONRY E REVISED INSTPIIATION DETAILS O6/20/lT R.L
BY OTHERS 1/4" MAX.
EMBEDMENT
r SHIM SPACE
OPTIONAL r
1X BUCK I "4 1/4" MAX.
TO BE SHIM SPACE
PROPERLY 1" •a
SECURED MIN. �' INTERIOR
SEE NOTE 3 EDGE
SHEET 1 DISTANCE
3/16" TAPCON ❑ ❑
EXTERIOR INTERIOR MIN ❑ ❑
SEPARATION ya"
v
3/16" TAPCON EXTERIOR
SILL TO BE SET IN
A BED OF CONCRETE/MASONRY
3/16" TAPCON APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL
OPTIONAL 1X BUCK CONCRET&MASONRY INSTALLATION
TO BE PROPERLY
MASONRY/ SECURED
CONCRETE SEE NOTE 3 SHEET 1
BY OTHERS NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
°'. °'.• =� 2. PERIMETERAND JOINTSEALANTBY OTHERS TO BE
° a 1 1/4" MIN. DESIGNED INACCORDANCE WITHASTM E2112
a EMBEDMENT SIGNED: 0612012017
a_: -•:'a 1 Ml WlNDOWS AANRDWEST EDOORRS
ETLLC
2 7/8" MIN 1" MIN. GRAB, PA 17030 `��••��GENg�.'4j+�
SEPARATION EDGE DISTANCE SERIES 420 SGD*• �JNO 557�/�+Ge�*-
96" X BO" NON —REINFORCED % TAT4 ,
VERTICAL CROSS SECTION FLANGE INSTALLATION DETAILSAID
STAT OF ;
CONCflETE/MASONRYINSTAL(ATION DRAWN: - M NO. %�'1SoF.A. DATE O8—s000498 7iI�NA11ENTS 02/23/09 9 O
LRDEERTOLO SAE Luis R. Lomas P.E.
Iasz wooDFORO RD 1Eunswue, ncz2azs FL No.: 62514
434£89-0609 Rlomas@Nomaspe.[gm
WOOD FRAMING
BY OTHERS
#8 WOOD
SCREW
1 1/4"
MIN.
EMBEDMENT
APPROVED SEALANT -�
BEHIND FIN
7/16" MIN
EDGE DISTANCE
1/4" MAX
SHIM SPACE
JAMB INSTALLATION DETAIL
WOOD FRAMING 01? X BUCKINSTALLATION METAL STRUCTURE
BY OTHERS
APPROVED SEALANT TRIM --�
BEHIND FIN 1 1/4' MIN.
WOOD FRAMING
SCREW
�e Wool)CREW BY OTHERS INTERIOR
I)jqEMBEDMENT
1 4" MAX HOOK STRIP
7/16" MIN
EDGE DISTANCE
EXTERIOR
RLVAIONS
D6GtI ON
POLE
i PR0
ADDED CHARTS
03/05/12
R.L
REVISED PER NEW TF NG
10/29/13
R.L
ADDED FLANGE AND FIN INSTALLATIONS
12/06/13
R.L
REVISED INSTALLATION DETAILS
07/30/15
R.L.
REVISED INSTALLATION DETAILS
06/20/17
R.L.
1 5/8" MIN.
EDGE DIST.
A
TRIM °
1 1/4" MIN.
INTERIOR EMBEDMENT
MASONRY/CONCRETE
BY OTHERS
1/2 MIN. 1X BUCK BY OTHERS,
EDGE DISTANCE HOOK STRIP 1X BUCK TO BE
PROPERLY SECURED
❑ 3/16" TAPCON
EXTERIOR PANEL INTERLOCK
HOOK STRIP INSTALLATION
MASONRY/CONCRETE
/ � #10 SELF DRILLING
r SHIM SPACE SCREW
INTERIOR
VERTICAL CROSS SECTION
WOOD FRAMING OR2 BUCKINSTALLATION
FOR SILL INSTALLATION SEESHEETS 4-9.
NOTES:
1. INTERIORAND ETTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETERANDJOINT SEALANTBYOTHERSTO BE
DESIGNED INACCORDANCE WITHASTM E2112
2X BUCK OR
WOOD FRAMING
BY OTHERS
TRIM
INTERIOR
HOOK STRIP
PANEL
EXTERIOR INTERLOCK
HOOK STRIP INSTALLATION
METAL STRUCTURE
I� 1/2" MIN.
I EDGE DISTANCE
1 3/8" MIN.
EMBEDMENT
❑ SCR WOOD
SCREW
PANEL
EXTERIOR INTERLOCK
HOOK STRIP INSTALLATION
2 BUCKAYOODFRAMING
SIGNED: 0612012017
OORS LLC
MI WINDOWS650
WEST M RKE STREET
GRATZ. PA 17030
` r••��GENSt:9iP
o
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9N X OK NON -REINFORCED
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FL No.: 62514
��
NTS 02/23/09 10 OF 10
L ROSERIDLOMASP.E
I4 WOODFORDRDlEMSVILLE.ND27023
0.9dBR 09 rllomas@Nwnaspe.mm
4/24/2020 Florida Buildinc
$us,iness1• Professional Regulation
1
Bcis Home I Log In I User Reglstlitlon I Hot Topics I Submit Surcharge
SHOP STAMP REVIEW gyp/
Review is for general compliance with the Construction Documents.
Responsibility for correctness of dimensions, details, quantities and safety
during fabrication lies solely with the contractor.
K No Exceptions Taken Reviewedsv: DaWn Boggio-Korbelak
0 Rejected:
db
a 4/28/20 P• Kt&-.
v � Product Approval
M, SE0.: Public User
A W�a
Product pgoroval Menu > Product or Application Search > Apnlicld on List > Application Detail
FL #
FL21637-R6
Application Type
Revision
Code Version
2017
Application Status
Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission If necessary.
Comments
Archived CJ
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz, PA 17030
(717) 365-3300 Ext 2560
bsitlinger@miwd.com
Authorized Signature Brent Sidinger VISION
bsitlinger@miwd.com PX
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email NY fYy,at11
Category Windows -ILL COPY
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency
American Architectural Manufacturers Association
Validated By
Steven M. Urich, PE
CA Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard)
Standard
Year
AAMA 506
2011
AAMA/WDMA/CSA 101/I.S.2/A440
2008
AAMA/WDMA/CSA 101/I.S.2/A440
2011
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 03/23/2020
Date Validated 03/23/2020
Date Pending FBC Approval
hftps://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsgxV7TjKGeecQb2JXWYVVri1°/2faFQMzcvx0%2bVVVVOJaurmQ%3d%3d 1/3
4/24/2020
Florida Building Code Online
Date Approved 03/26/2020
Summary of Products
FL #
Model, Number or Name
Description
21637.1
1620 SH
4B x 84 Insulated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL21637 R6 C CAC APC 16015.(Ldf
Approved for use outside HVHZ: Yes
FL21637 R6 C CAC APC 16054.pdf
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +45/-45
10/14/2021
Other: LC-PG50 Fin, LC-PG45 Finless/Flange
Installation Instructions
FL21637 R6 iI 08-02998B.pdf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
F1-21637 R6 AE 513861B.udf
Created by Independent Third Party: Yes
21637.2
1620 SH
l52'x:.7 (Insulated Glass
Limits of Usa
pprovetl for use in HVHZ:Na
Approved-for.use outside HVHZ: Yes
(Impact Resistant: No
(Design Pressure: +50/-50
Certification Agency Certificate
FL21637' R6 C CACi APC 16055i12p(1
Quality Ass,,,,..urance Contract Expiration Dat1
410/14/2021
Other. LC PGSD
IInstallation Instructions
f121637 R6 IUm-029998.o?
erified By: LuisRoberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation .Reports;
(C�epeodentThird,Party�s
21637.3
1620 SH
37 x 72 Insulated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL21637 R6 C CAC APC 16572.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
03/24/2022
Design Pressure: +50/-67
Installation Instructions
Other: LC-PG50
FL71637 R6 II 08-03042B.p_df
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL21637 R6 AE 514078A.pdf
Created by Independent Third Party: Yes
21637.4
1620 SH
48 x 96 Insulated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL21637 R6 C CAC APC 16574,99
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
03/24/2022
Design Pressure: +35/-45
Installation Instructions
Other: LC-PG35
FL21637 R6 II 08-03160A.Pg
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL71637 Re AE 514079A.pAf
Created by Independent Third Party: Yes
21637.5
1620 SH Impact
38 x 75 Fin and Finless Frame, Insulated, Laminated Glass.
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL21637 R6 C CAC APC(15143)1820.05-106-12-RI 1620
S)1(9.1,5.23)1lb f
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Quality Assurance Contract Expiration Date
Design Pressure: +50/-70
05/15/2023
Other: LC-PG50, Missile Level D, Wind Zone 3, glass was
Installation Instructions
bedded in Pecora 896 silicone.
FL21637 R6 II 08-03454A.pdf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL21637 R6 AE 514467A.pdf
Created by Independent Third Party: Yes
21637.6
1620 SH impact
52 x 75 Insulated Laminated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL21637 R6 C CAC APC 16230.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
https:IAw .Floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs9xV7TjKGeecQb2JXWyVVri1%2faFQMzcvxO%2bWWOJaurmO%3d%3d 213
4/24/2020 Florida Building Code Online
Impact Resistant: Yes 12/Z7/2021
Design Pressure: +50/-50 Installation Instructions
Other: 1-C-PG50, Missile Level D, Wind Zone 3. Glass consisted EL21637 R6 II 08-03042B.pdf
of 1/8" annealed exterior - spacer- 3/32" annealed / 0.090 Verified By: Luis Roberto Lomas 62514
PVB / 3/32" annealed. Glass was bedded in Patera 896 silicone. Created by Independent Third Party: Yes
Evaluation Reports
FL21637 R6 AE 513921B.pj[
Created by Independent Third Party: Yes
Back Next
ContactUs:: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-
The State of Florida Is an AA/EEO employer. CopyJrl lit 2007-2013 State of Florida.:: Privacy Statement:: Accesslbllity Statement :: Refund Stateme
Under Florida law, small addresses are public records. If you do not want your a -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 have any questions, please contact 550.487.1395. "Pursuant M Section 455.275(1),
Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email atltlress if they have one. The emalls
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 ava liable to the public. To determine If you are a licensee under Chapter 455, F.S., please click here.
Product Approval Accepts:
= M. r�7 CAirM M
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsgxV7TjKGeecQb2JXWyWrilp/o2faFQMzcv O%2bvvwOJaurmQa/p3d%3d 313
L. Roberto Lomas P.E.
1432 Woodford Rd.
Lewisville NC, 27023
434-688-0609
rllomm@Irlomaspe.com
Manufacturer: MI Windows & Doors, LLC
650 West Market Street
Gratz, PA 17030-0370
Engineering Evaluation Report
Product Line: Series 1620 PVC Single Hung — Reinforced Non -Impact 52"x75"
Report No.: 513862B
Compliance:
The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(a). The product listed
herein complies with requirements of the current Florida Building Code.
Supporting Technical Documentation:
1. Approval documents: drawing numbers 08-02999 Revision B, prepared, signed and sealed by Luis Roberto
Lomas P.E.
2. Report No.: G1516.03-109-47 signed by Timothy J. McGill
Architectural Testing, Inc., York PA.
AAMANVDMA/CSA 101/I.S.2/A440-08
Design pressure: ±50.13psf
Water penetration resistance 7.52psf
3. Report No.: G1519.03-109-47 signed by Timothy J. McGill
Architectural Testing, Inc., York PA.
AAMANVDMA/CSA 101/I.S.2/A440-08
Design pressure: ±50.13psf
Water penetration resistance 7.52psf
4. Anchor calculations, report number 513862-1 B, prepared, signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use:
• Maximum design pressure: ±50.Opsf
• Unit size: 52 1/8" x 75"
• Units must be glazed per ASTM E1300-04/09.
• This product is not rated to be used in the HVHZ.
• This product is not impact resistant and requires impact protection in wind bome debris regions.
• Frame material to be Rigid PVC.
Installation:
Units must be installed in accordance with manufacturer's installation instructions and approval documents, 08-02999,
Revision B.
Certification of Independence:
Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the
product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity
involved in the approval process of the listed product(s).
1 of 1
����J�S11F: 11�/b/
�:'•�\GENS+�9s'e
*• 0 51 .Y
:00�� TAT E OF
sNALI��G��\
Luis R. Lomas, P.E.
FL No.: 62514
01/16/2020
(Validator/ Operations Administrator)
MI Windows & Doors, LLC
P.O. Box 370
Gratz, PA 17030-0370
Attn: Rick Sawdey
AAMA
CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
This authorization is based on the successful completion of tests, and the reporting to the AAMA Validator of the results of the tests by an
AAMA Accredited Laboratory. The product information below will be added to the next update of the AAMA Certified Products Directory.
SPECIFICATION
RECORD OF PRODUCT TESTED
AAMA/WDMA/CSA 101/I.S.21A440.08
LC-PG50-1324x1905 (52x75)-H
COMPANY AND CODE
CPD NO.
SERIES MODEL & PRODUCT
MAXIMUM SIZE TESTED
DESCRIPTION
1620 SH (FINLESS & FLANGE)
FRAME
SASH
MI Windows & Doors, LLC
16055
(PVC)(O/X)(OG)(INS GL)
1324 mm x 1906 mm
1257 mm x 946 mart
Code: MTL
(MODIF)(REINF)(TILT)
(4'4" x 6'3")
(4'2" x 3'1")
(ASTM)
This Certification will expire October 14, 2021 and requires validation until then by continued listing in the current AAMA Certified
Products Directory.
Product Tested and Reported by: Intertek-ATI
Report No.: G1519.03-109.47
Date of Report: November3, 2016
JGS/JTS
ACP-04 (Rev.6111)
Evaluated for Certification: November 8, 2016
'h'
A( ted Laboratories, Inc.
Authorized for Certification: November 8, 2016
Dir="-
AmeriGanVhitecturalManufacturersAssociation
(Validator/ Operations Administrator)
MI Windows & Doors, LLC
P.O. Box 370
Gratz, PA 17030-0370
Attn: Rick Sawdey
AAMA
CERTIFICATION PROGRAM
This authorization is based on the successful completion of tests, and the reporting to the AAMA Validator of the results of the tests by an
AAMA Accredited Laboratory. The product information below will be added to the next update of the AAMA Certified Products Directory.
SPECIFICATION
RECORD OF PRODUCT TESTED
AAMA/WDMA/CSA 101/I.S.2/A440-08
LC-PG50-1324xl 905 (52x75)-H
COMPANY AND CODE
CPD NO.
SERIES MODEL & PRODUCT
MAXIMUM SIZE TESTED
DESCRIPTION
1620 SH (FIN)
FRAME
SASH
MI Windows & Doors, LLC
16016
(PVC)(O/X)(OG)(INS GL)
1324 min x 1905 min
1257 mm x 946 mm
Code: MTL
(MODIF)(REINF)(TILT)
(4'4" x 6'3")
(4'2" x TV)
(ASTM)
This Certification will expire October 14, 2021 and requires validation until then by continued listing in the current AAMA Certified
Products Directory.
Product Tested and Reported by: Intertek-ATI
Report No.: G1516.03-109-47
Date of Report: October 27, 2016
JGS/JTS
ACP-04 (Rev.6/11)
Evaluated for Certification: November 1, 2016
'h'
A oci tad Laboratories, Inc.
Authorized for Certification: November 1, 2016
DlcT"
American A41hitectural Manufacturers Association
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.
5. 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.
8. 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 E1300-04/09.
13. APPROVED IMPACT PROTECTIVE SYSTEM 15 REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
TABLE OF CONTENTS
SHEET NO.1 DESCRIPTION
1 NOTES
2 — 3 ELEVATIONS
4 —16 INSTALLATION DETAILS
17 1 COMPONENTS
flEV150N5
REV 06CPiPiION DALE RPPR
A REVISED ANCHORS 02/27/18 R.L.
B I ADDED NEW EXTRUSIONS 1 01/16/20201 R.L.
15. FOR ANCHORING THROUGH FIN INTO METAL STRUCTURE USE #6 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.
16. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
17. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
18. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #8 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.
19. ALL FASTENERS TO BE CORROSION RESISTANT.
20. 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 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR
ALUMINUM 6063—T5 FU=30KSI 1/8" THICK MINIMUM
21. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS
SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN
IN SHEET 2.
SIGNED: 0112812020
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 1620 SH REINFORCED
NON —IMPACT 52 1/8" X 75"
NOTES
suLE NTS DmE 11 /30/16 08 axOcn 99 OF 17 B iZ77SIONA11EH``��
L. ROSE OLOMAS P.E. Luis R. Lomas P.E.
14 WOODFORDRD LEWISVILLE, NC2=1 FL NO.: 62514
CSLFP60609 rQomasOlrlamaspa.mm
FR
HE
r52 1/8" FRAME WIDTH --
4" MAX
12"IMAX
O.C.
/
O
5"
WE
GHT
/
I
4" MAX
i— 52 1/8" FRAME WIDTH —
4" MAX
12" �MAIF
j/
O.C. I�//
75"
FRAME
HEIGHT
4" M� jl'
i
7620 SH REINFORCED
FOR NUMBER I
1620 SH REINFORCED
RECTANGULAR
OF ANCHORS
DESIGNER
EXTERIOR VIEW
REQUIRED
EXTERIOR VIEW
FINLESS& FLANGE INSTALLATION
SEE CHART I{1
FINLESS& FLANGE INSTALLATION
DESIGN PRESSURE RATING
IMPACTRATING
350.OPSF
NONE
NOTES:
1. SASHSIZE. 4912'X371/4'
2. D.L.0.:4712'X33&4'
521/&' X 75' UNIT SHOWN. OTHER SIZES APPROVED AS LONG AS
FRAME AREA DOES NOT EXCEED 2 ..14' Ff+
REV 01SCmarmb 041E MPROVED
A REVISED ANCHORS 02/27/IB R.L.
B ADDED NEW EMUSIONS 01/16/2020 R.L.
cha141
Num her of anchor locations re Ruire4
Frame
Frame
Width (in)
Height
(in)
24.00
H.d
Jamb
30.00
Head
Jamb
36.00
Head
Jamb
42.00
Head
Jamb
0.00
Neatl
Jame
62.13
Head
Jamb
3
3
4
3
4
3
5
3
5
3
3
3
4
3
4
3
5
3
5
3
3
4
4
4
4
4
5
4
5
4
3
4
4
4
4
4
5
4
5
4
3
5
4
5
4
5
5
5
5
5
M
3
5
4
5
4
5
5
5
5
5
3
B
4
9
4
B
5
a
5
6
3
0
4
9
4
B
5
B
5
0
3
7
4
T
4
7
5
7
5
7
3
7
4
7
4
7
5
7
5
7
FOR NUMBER
OF ANCHORS
REQUIRED
SEE CHART #1
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 1620 SH REINFORCED
NON -IMPACT 52 1/8" X 75"
FINLESS & FLANGE ELEVATIONS
DRAWN: Da. No.
R.L. 08-02999
' NTS lDeTE 11/30/16 ISKU2 OF 17
L ROIER70 LOMAS P.E.
f432W000£0RDRD LEWISVILLE NC27023
SIGNED: 01/28/2020
_.O191R 11 � II/lQ11i..
Luis R. Lomas P.E.
FL No.: 62514
7
FIR
HE
3" MAX
3 MAX
8" MAX O.C.
5"
WE
CHT
3" MAX
it
MAX
FOR NUMBER
OF ANCHORS
REQUIRED
SEE CHART #2
FF
HE
1620 SH REINFORCED
RECTANGULAR
EXTERIOR VIEW
FIN INSTALLATION
DESIGN PRESSURE RATMG IMPACTRATING
t50.0PSF NONE
521/8'X75' UNIT SHOWN. OTHER SIZESAPPROVEDAS LONGAS
FRAME AREA DOES NOT EXCEED 2Z 14" F R
NOTES:
1. MAXIMUM SASH SIZE.'49 V2X37114°
2. MAXIMUMD.L0.:47V2'X33Y4"
1620 SH REINFORCED
DESIGNER
EXTERIOR VIEW
FIN INSTALLATION
OESCRIPIION
REVISED ANCHORS
ADDED NEW EXTRUSIONS
3" MAX
FOR NUMBER
OF ANCHORS
REQUIRED
SEE CHART #2
RENSIM
LLpIE APPflOVEO
02/27/18 R.L.
01/16/2020 R.L.
SIGNED: 0112812020
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 1620 SH REINFORCED
NON -IMPACT 52 1/8" X 75"
FIN ELEVATIONS
999 7j1IO�A��\`
1/30/16 08 �II11
LRORERTOLOMASPE LUIS R.1432WCODFORDRDLEWISWUE,NO27M LORO5 P`
.E.
3-688609 FL No.: 62514
c
REYSIONS
OESCRIPIION ATZ I APPR O
REVISED ANCHORS 02/27/18 1 R.L.
ADDED NEW EXTRUSIONS 1 01/16/20201 R.L.
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD 7urmp 1/4" MAX.
&APPROVED SHIM SPACE
SEALANT 1 MIN, 1/4" MAX.
o� EMBEDMENT SHIM SPACE
I INTERIOR-
7
/16" MIN.
HEAD TO BE SET EDGE DISTANCE
IN A BED OF
APPROVED SEALANT ..
O
EXTERIOR R�S q INTERIOR
O 0 O
0
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETERANDJOINTSEALANT BY OTHERS TO BE
DESIGNED IN A CCOROA NCE W ITH ASTM E2112
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
/4" MAX.
HIM SPACE
#6 WOOD ��DG
SCREW
WOOD FRAMING
OR 2X BUCK EXTERIOR
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR ZX BUCKINSTALLA77ON
SIGNED: 0112812020
MI NDOWS DOORLC.
1R III O�A,,,''
WOWEST MARKET STREET
````J`S
GRATZ, PA 17030-0370
` �,•",GEN,9*. 1p
*• 0 511
SERIES 1620 SH REINFORCED
NON —IMPACT 52 ION X AIL
FINLESS INSTALLATION DETAILS
+*�
le�E
TAT
�p , OF 1u�
i�0�••p[0 10;•�P�
R
)w N:
DWG No.
REv
R.L.
08-02999
B%FSS
•' dG��
�L�NAj1E����
1111
Luis R. Lomas P.E.
FL N.62514
scuE DTc SHEET
NTS 11 /30/16 4 OF 17
L gOSEgTO LOMASP.E
10:i2 WCOOFORD RD LEWISVILLt: NC2fi23
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
1/4" MAX.
r SHIM SPACE
HEAD TO BE SET
IN A BED OF
APPROVED SEALANT
a q
EXTERIOR
0 o v INTERIOR
� o
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
BACKER ROD I, O
& APPROVED u
SEALANT Q1MAX. om] m r SHIM
SPACE
METAL
STRUCTURE —�
BY OTHERS
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES.
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLAR11Y.
2. PERIMETERANDJOINTSEALANTBY OTHERS TORE
DESIGNED IN ACCORDANCE WI R1 ASTM E2112
PEVISIONS
PEV pESC'm" OAiE AGPPWED
A RE ISEO ANCHORS 02/D/18 R.L.
D 1 ADDED NEW EXTRUSIONS 1 01/16/20201 R.L.
1/4" MAX.
SHIM SPACE
7/16I' MIN.
, INTERIOR
EDGE
e
DISTANCE
"P—
W
//
!100SELF
#8 EMS OR J
GRILLINGSCREWS
EXTERIOR
METAL
STRUCTURE
BY OTHERS BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 1620 SH REINFORCED
NON —IMPACT 52 1/8" X 75"
FINLESS INSTALLATION DETAILS
oPAwu: owc xo.
R.L. 08-02999
3CALE NTS IME 11/30/16 ISREU5 OF 17
SIGNED: 0112812020
_,a1111ll/1"
Luis R. Lomas P.E.
FL No.: 62514
CONCRETE/MASONRY
BY OTHERSa-
4
n
OPTIONAL 1X BUCK
SEE NOTES 3 — 7
SHEET 1
BACKER ROD
Sc APPROVED
L 1/4" MAX.
SEALANT
o�J
SHIM SPACE
0
HEAD BE SET
IN A BED OF
APPROVED SEALANT
0
®
=❑
EXTERIOR
Da
^ INTERIOR
O
SILL TO BE SET
BACKER ROD
IN A BEDOF
& APPROVED
APPROVED SEALANT
SEALANT
❑
1/4" MAX.
O
OPTIONAL 1% BUCK
_
SHIM SPACE
SEE NOTE 3 7
�q
❑
r
SHEET 1
CONCRETE/MASONRY
BY OTHERS
Q
NOTES:
I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOTSHOWNFORCLARITY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED IN ACCORDANCE WRH ASTM E2112
REASONS
REV DESCRIPTION M1E MPR—D
A REVISED ANCHORS 02/2T/16 R.L.
B I ADDED NEW EXTRUSIONS 01/16/2020 R.L.
1 1/4" MIN. 1/4" MAX.
EMBEDMENT SHIM SPACE
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1X BUCK °
SEE NOTES 3 — 7
SHEET 1
3/16" TAPCONYE:
2" MIN.
EDGE
DISTANCE
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
CONCRETEIMASONRY INSTALLATION
INTERIOR
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 1620 SH REINFORCED
NON —IMPACT 52 1/8" X 75"
FINLESS INSTALLATION DETAILS
DRAWN: DWc No.
R.L. 08-02999
swe NTS DA' 11/30/16 6NEET6 OF 17
EXTERIOR
SIGNED: 0112812020
_..11111IIIT.. _
Luis R. Lomas P.E.
FL No.: 62514
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1
SHIM SPACE
HEAD TO BE SET
IN A BED OF
APPROVED SEALANT
R�p® Lam❑
EXTERIOR "�/ q INTERIOR
0 O O
O
VERTICAL CROSS SECTION
WOOD FRAMING OR2X SUCKINSTALLATION
NOTES
1. INTERIORAND EXTERIOR FINISHES, BY OTHERS,
NOTSHOWN FOR CLARITY.
2. PERIMETERANDJOINTSEA WBYOTHERSTOBE
DESIGNED IN ACCORDANCE WITH ASTM E2112
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
/4" MAX.
HIM SPACE
1 1/4" MIN.
EMBEDMENT
1
7/16" MIN.
EDGE DISTANCE
RE`ASIONS
REV OESMlllON OAIE -PROVED
A REVISED ANCHORS 02/27/18 R.L.
6 ADDED NEW E% USIONS 01/16/2020 R.L.
1/4" MAX.
SHIM SPACE
INTERIOR
I/e
WOOD
SCREW CREW
u D
WOOD FRAMING -�pD
OR 2X BUCK EXTERIOR
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 1620 SH REINFORCED
NON —IMPACT 52 1/8' X 75"
FLANGE INSTALLATION DETAILS
DRawN: Dwc No.
R.L. 08-02999
Sw NTS IDATE 11/30/16 1 SHSST7 OF 17
SIGNED: 01/28/2020
Luis R. Lomas P.E.
FL No.: 62514
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
1/4" MAX.
r SHIM SPACE
HEAD TO BE SET
IN A BED OF
APPROVED SEALANT
a® Lam❑
EXTERIOR �T1y
n nLfn � INTERIOR
0
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
BACKER ROD
& APPROVED
SEALANT 1/4" MAX.
ji-J-2 r SHIM SPACE
METAL
STRUCTURE —�
BY OTHERS
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWNFORCLARITY.
2. PERIMETERANDJOINTSEAIANTRY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
RLNSIONS
OESCRIRION DPIE APPROKO
REVISED ANCHORS 02/27/18 R.L.
ADDED NEW EXTRUSIONS 1 01/16/20201 R.L.
FI MAX.
SHIM SPACE
7/16MIN. 1
INTERIOR
EDGE I�
DISTANCE
#B SMS OR
SELF DRILLING UL�
SCREWS D EX ERIOR
METAL
STRUCTURE BACKER ROD
BY OTHERS & APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 1620 SH REINFORCED
NON -IMPACT 52 1/8' X 75"
FLANGE INSTALLATION DETAILS
DWG NO.
OB-02999
NTS 61E 11/30/16 s'—B OF 17
L ROBERTOLOMAS P.E.
N32WOODFORDRDLEWISVIUs NC27U3
0. _sa&0609 rllwnas@�IAwnaspe.mm
SIGNED: 0112812020
9
i I1Lll//A/i
*• 0„6261��t' pa*'
:O TCOAATE OF ;-,
ZORM
do,
ONA11�R\\\\
Luis R. Lomas P.E.
FL No.: 62514
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1X BUCK
SEE NOTES 3 - 7
SHEET 1
BACKER ROD
& APPROVED
SEALANT
n
•e
I
1/4" MAX.
II��II
oiZJ
SHIM SPACE
0
HEAD BE SET
IN A BED OF
IIIII,
APPROVED SEALANT
INTERIOR
SILL TO BE SET
BACKER ROD
IN A BED OF
& APPROVED
APPROVED SEALANT
SEAIANT
ED
O
1/4" MAX.
OPTIONAL 1% BUCK
SEE NOTE 3 7
o
r SHIM SPACE
+
SHEET 1
CONCRETE/MASONRY
BY OTHERS
°
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWNFORCLAR17'K
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED INACCORDANCE WRHASTM E2112
RLNSIONS
REV OESCRIPIION OL1E MPROVED
A REVISED ANCHORS 02/D/16 R.L.
B ADDED NEW EXTRUSIONS 1 01/16/20201 R.L.
1 1/4" MIN. 1/4" MAX.
EMBEDMENT SHIM SPACE
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1X BUCK
SEE NOTES 3 - 7
SHEET 1
INTERIOR
3/16" TAPCON
2" �Op�
MIN. D
EDGE N
DISTANCE EXTERIOR
•
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
CONCRETEIMASONRY INSTALLATION
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 1620 SH REINFORCED
NON —IMPACT 52 1/8" X 75"
FLANGE INSTALLATION DETAILS
D.N: Ono No.
08— R.L. 02999
S� NTS —E 11/30/16 1SNEET9 OF 17
LROBERTOLOMASP.E.
1432 WODDFORD RD LEWISWU G NC 2=
4 66 609 &.n@w m.ry ..
SIGNED: 0112812020
Luis R. Lomas P.E.
FL No.: 62514
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
BACKER ROD
& APPROVED
SEALANT
i
INIMU3 SHIM SPACE
�- HEAD TO BE SET
IN A BED OF
APPROVED SEALANT
0
b® �❑
EXTERIOR � Z q INTERIOR
o n n
0
WOOD FRAMING
OR 2% BUCK
BY OTHERS
VERTICAL CROSS SECTION
WOOD FRAMING OR2X BUCK INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWNFORCLARITY.
Z PERIMETERANDJOINTSEALANTBYOMERSTOBE
DESIGNED INACCORDANCE WITHASTME2112
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1/4" MAX.
HIM SPACE
R"SONS
DMCRG ON cAm APPROVE➢
REVISED ANCHORS 02/27/18 R.L.
ADDED NEW EXTRUSIONS 1 01/16/20201 R.L.
1 1/4" MIN. 1/4" MAX.
EMBEDMENT SHIM SPACE
INTERIOR
7/16MIN.
EDGE DISTANCE
#8 WOOD J
SCREW
�❑
e
0
WOOD FRAMING
��0
OR 2% BUCK
EXTERIOR
BY OTHERS
BACKER ROD
& APPROVED
JAMB INSTALLATION DETAIL
SEALANT
WOOD FRAMING ORRXBUCK INSTALLATION
SIGNED: 0112812020
MI SLC.
WINDOWS
50MAR ET STREET
``,`51R11�/o
GRATZ, PA 17030-0370
` �.••�NOENSt•9iR i
D 61,t' *'
SERIES 1620 SH REINFORCED*•
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�•o �(/���.
FLANGE INSTALLATION DETAILS
pO~,• TAT OIF
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R.LE
08502E999
R
'ONA i1�a��\�
LUIS R. LOTSS P.E.
FL NO.: 62514
MTC
NTS 11/30/16 10 OF 17
L.RCBERTOLOMABP.E
W2 WOODFORD RO LEWISWUE. NCD023
A34E980609 r2amas@IrlanaspR.rom
I
1/4" MAX.
METAL SHIM SPACE
STRUCTURE _
BY OTHERS
APPROVED
SEALANT
J E
rM11=•
HEAD TO BE SET
IN A BED OF
APPROVED SEALANT
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
BACKER ROD
& APPROVED
SEALANT 1/4" MAX.
�� r SHIM SPACE
METAL
STRUCTURE L� —�
BY OTHERS
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
I. INTERIORAND EXTERIOR FINISHES, SYOTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETERANDJOINTSEAIANTBYOTHERSTOSE
DESIGNED IN ACCORDANCE WITH A S TM E2112
PEV1510N5
REV DESCRIPTION I Ww MPPWEa
A REVISED ANCHORS 02/27/19 1 R.L.
B ADDED NEW EXTRUSIONS 1 01/16/2020 R.L.
�I
MAX.
SHIM SPACE
INTERIOR
7/i6" MIN.
EDGE
I
Ga e
DISTANCE
I/e SMS 0�
o
SELF DRILLING
SCREWS
1I��❑ D
pEXTERIOR
METAL
STRUCTURE BACKER ROD
BY OTHERS &
APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 1620 SH REINFORCED
NON —IMPACT 52 1/8" X 75"
FLANGE INSTALLATION DETAILS
DP WN: OWG N0.
R.L. 1 08-02999
5c NTS GATE 11/30/16 1E.0711 OF 17
L ROE
V WOODFOR
raa-sesasa9
SIGNED: 01/28/2020
Z!zs JS�REN
�'c�6O1E�lG��O1ORI-W-
Zil,SZONA11\
Luis R. Lomas P.E.
FL No.: 62514
CONCRETE/MASONRY
BY OTHERS
e.
<aG
OPTIONAL 1X BUCK,a•'
SEE NOTES
SHEET 1
BACKER ROD
& APPROVED
SEALANT
1/4" MAX. J
SHIM SPACE
HEAD TO BE SET
IN A BED OF
APPROVED SEALANT
INTERIOR
BACKER ROD SILL TO BE SET
N A BED OF
& APPROVED APPROVED SEALANT
SEALANT
AL_�
1/4" MAX.
OPTIONAL 1X BUCK r SHIM SPADE
SEE NOTE 3 - 7
SHEET 1
CONCRETE/MASONRY
BY OTHERS
4
a. A
VERTICAL CROSS SECTION
CONCRETFJMASONRY INSTALLATION
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWNFORCLARTIY.
2 PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED IN ACCORDANCE WITH ASTM E2112
PENSIONS
DOMPTION MiE FPPROVEO
REVISED ANCHORS 02/27/18 R.L.
ADDED NEW UTRUSIONS 1 01/16/2020 R.L.
1 1/4" MIN.
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS
°v
OPTIONAL 1X BUCK
'
SEE NOTES 3 — 7
1 7/4" MAX.
—I
SHEET 1
SHIM SPACE
INTERIOR
3/16" TAPCON
�
1 e �
v
2"
�❑
MIN.
O
EDGE
DISTANCE
EXTERIOR
BACKER
ROD
&
APPROVED
JAMB INSTALLATION DETAIL
SEALANT
CONCRETEMASONRYINSTALLATION
SIGNED: 0112812020
Al LC.
&STMAR
650NDOWS
ET STREET
ENSF'9j1
GRATZ, PA 17030-0370
•*�O
p„512,5I�1/Tac
SERIES 1620 SH REINFORCED*•
NON —IMPACT
1ON X
��*�
LL AIL
FLANGE INSTALLATION DETAILS
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9RAwx:
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0850 99
a
ii7jS��NAILka`\�'
LuisFL R. Lomas P.E.
No.: 62514
MTE
NTS 11/30/16 12 OF 17
LROBERIDLO.MASP.E
l0. V/OODFOBDRDLEWISVILLENO21 3
0.'N 6B&0609 rCwnas@I�wnaspe.com
APPROVED
SEALANT
BEHIND FIN
#6 WOOD
SCREW
3/8" MIN
EDGE DISTANCE
NOOD
-RAMING
3Y OTHERS
1/4" MAX.
SHIM SPACE
WOOD FRAMING
BY OTHERS
RNSIONS
DESCRIPTION Mm I APPROVED
REVISED ANCHORS 02/27/18 1 R.L.
ADDED NEW EXTRUSIONS 1 01/16/20201 R.L.
1/4" MAX
SHIM SPACE
L�IT�V
#6 WOOD
II I II
SCREW
I
1 1/2"
MIN.L1EMBEDMENT
01NTERIOR
EMEflIORr—I
INTEgIOflAPPROVED
SEALANT
BEHIND FIN
IN
EXTERIOR
II I
EDGE DISTANCE
3/8- MIN
EDGE DISTANCE
#6 WOOD
SCREW
APPROVED ------
SEALANT
BEHIND FIN VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIORAND EXTERIOR FINISHES BYOTHERS
NOTSHOWNFORCLARTTY.
2. PERIMETERANDJOINTSEAIANTBYOTHERSTOBE
DESIGNED INACCORDANCE WIMASTM E2112
JAMB INSTALLATION DETAIL
WOODFOAMINGOR2 BUCKINSTALLATION
1/4" MAX
SHIM SPACE
SIGNED: 0112812020
FRAMING
MI WINDOWS & DOORS, LLC.
puHllllll/
BY OTHERS
650 MARKET
GRA�Z,S PA 17030 0370T
�`v`;•V\GE 3�*.•.01,
SERIES 1620 SH REINFORCED
*.�•``'O 51 *'
NON -IMPACT 52 1/8" X 75"
FIN WITH J CHANNEL INSTALLATION DETAILS
' sue.
�pO• -$TAT OF
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OPAWN:
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swc OPTC
NTS 11/30/16 13 OF 17
LROBERTOLOMASP.E
I1 WOODFORDROLEWISVILL NC27029
Luis R. Lomas P.E.
FL NO.: 62514
A94bB2-0609 rPwnaz@Irlanaspa.mm
APPROVED
SEALANT
BEHIND FIN
#6 SMS OR
SELF DRILLING
SCREW
3/8" MIN
EDGE DISTANCE
3/8" MIN
EDGE DISTANCE
#6 SMS OR
SELF DRILLING
SCREW
APPROVED
SEALANT
BEHIND FIN
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BYDTHERS,
NOTSHOWNFORCLARITY.
2. PERIMETER ANDJOINTSEALANTBY OTHERS TO BE
DESIGNED INACCORDANCE WITHASTME2112
METAL STRUCTURE
BY OTHERS
1/4" MAX.
SHIM SPACE
1/4" MAX
r SHIM SPACE
METAL STRUCTURE
BY OTHERS
RNSIONS
DMORIVIION MiE MGROVEO
REVISED ANCHORS 02/27/18 R.L.
ADDED NEW EXTRUSIONS 1 01/16/2020 R.L.
/4" MAX
SHIM SPACE
METAL STRUCTURE --�
BY OTHERS
NTERIOR
6 SMS OR
SELF DRILLING
SCREW �
APPROVED
SEALANT
BEHIND FIN
EXTERIOfl
3/8" MIN
EDGE DISTANCE
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED: 01/28/2020
MI6I�NDOWSMKET &RDOORREETLC.
WEST
GRATZ. PA 17030-0370
JyR.LLo?'AA��i
`*\O Wis.. 9j1i
*• D 6�1/I+tB�*�
SERIES 1620 SH REINFORCED
NON —IMPACT 52 1/8" X 75"
FIN WITH J CHANNEL INSTALLATION DETAILS
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Luis R. Lomas P.E.
FL NO.: 62514
DATE
NTS 11/30/16 14 OF 17
LA09ERTOLQUOSP.E
1<32Y/000FOADflDLEWISVICLE NC2R123
APPROVED
SEALANT
BEHIND FIN
b6 WOOD
SCREW
3/8" MIN
EDGE DISTANCE
1101
•I_.• f =
3/8" MIN
EDGE DISTANCE
#6 WOOD
SCREW
APPROVED
SEALANT
BEHIND FIN VERTICAL CROSS SECTION
WOOD FRAMINGOR2X BUCKINSTALIATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWNFORCLART Y.
Z. PERIMETERANDJOINTSEALAMTSY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
HOOD
=RAMING
3Y OTHERS
1/4" MAX.
SHIM SPACE
1/4" MAX
SHIM SPACE
WOOD
FRAMING
BY OTHERS
FEY510N5
a6CNIPIION WiE PPPROVEO
REVISED ANCHORS
ADDED NEVI EMRUSION$ 1 01/16/20201 R.L.
J
MAX
SHIM SPACE
WOOD FRAMING
BY OTHERS
#5 WOOD
SCREW
INTERIOR
I
1 1/2"
MIN.
�'
EMBEDMENT
pD II
APPROVED Q
SEALANT
BEHIND FIN
3/8" MIN EXTERIOR
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR2X BUCKINSTA"TION
SIGNED: 01/2B/2020
MI WINDOWS LC
tt�lllLo�/�
ET STREET
o WESTMARKET
GRATZ, PA 17030-0370
````J\Sl
i
` v,•�\GENy�'9sy
*• D 6�1AM'
SERIES 1620 SH REINFORCED
NON —IMPACT 52 1/8' X 75"
FIN INSTALLATION DETAILS
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ANTS D"�
11/30/16 OF 17
Luis R. Lomos P.E.
FL No.: 62514
LROBERTOLOMASP.E.
IA WDODPORDRDLEWISVILLENC2)O23
A34bs8B609 roomasp4lamaspe.mm
APPROVED
SEALANT
BEHIND FIN
#6 SMS OR
SELF DRILLING
SCREW
3/8" MIN
EDGE DISTANCE
.JJM 0
whL�^,L1
=� 1
3/8" MIN
EDGE DISTANCE
#6 SMS OR
c
SELF DRILLING
SCREW
VERTICAL CROSS SECTION
APPROVED
METAL STRUCTUREINSTALLATION
SEALANT
BEHIND FIN
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWNFORCLAR/TY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED IN ACCORDANCE WITH ASTM E2112
METAL STRUCTURE
BY OTHERS
1/4" MAX.
SHIM SPACE
1/4" MAX
r SHIM SPACE
METAL STRUCTURE
BY OTHERS
RENSIONS
06CRIIPON O'm WPROWO
REVISED ANCHORS 02/27/13 R.L.
ADDED NEYI EXTRUSIONS 01/16/2020 R.L.
J 1/4" MAX
r SHIM SPACE
METAL STRUCTURE
BY OTHERS
INTERIOR
#6 SMS OR
SELF DRILLING
SCREW
APPROVED J^uo
SEALANT IL f
BEHIND FIN
3/8" MIN EXTEgIOR
EDGE DISTANCE
JAMB INSTALLATION DETAIL
METAL STRUCTUREINSTALLATION
SIGNED., 07/28/2020
MI WI�NDOWSWESTMKET BRDOORREETLC
GRATZ. PA 17030-0370
\```)SIRIIL/o�A7'
r••��GEN89iP�L
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SERIES 1620 SH REINFORCED
NON —IMPACT 52 1/8" 78"
FIN INSTALLATION DETAILS
ILS
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ONG NO.
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Luis R. Lomas P.E.
FL NO.: 62514
5022T999
w,E 11 /30/16 16 OF 17
L RODERTO LOMAS RE
ld W000FOROHOLEWI5VILLENC2023
434_G,; E09 rllomas@IRomamR.mm
3 3/i6"
o
2 5/16" L_J
�qp0
HEAD/JAMB FINLESS
EXTRUDED PVC (V.1008)
3 1
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HEAD/JAMB FIN INSTALLATION
EXTRUDED PVC (V-10071
7/6 II 1L
1—(S�TI—LEES
REINFORCEMENT
ALUMINUM 6063-75 (M-2266)
3 1/4"
0�6"
tz6
SILL FINLESS
EXTRUDED PVC (V-1013)
3 1/4"
3 3/16"
2 13/16" 'J EI"E
LZ _?
` HEAD/JAMB WITH FLANGE
EKFRUDED PVC (V.1010)
JQ ✓mom 3 i 8"
2 1
SILL FIN INSTALLATION
EXTRUDED PVC (V-1012)
4gpH4 3 5/8
SILL FIN INSTALLATION
WITH J-CHANNEL
EXTRUDED PVC (V-1011)
MEETING RAIL
REINFORCEMENT
ALUMINUM 6063-T5 (AE-000162)
HEAD/JAMB WITH FLANGE
EXTRUDED PVC (VE-000025)
1 3I 4"
I—F 15/16"
I I
1/2"
LOCK RAIL
REINFORCEMENT
ALUMINUM 6063-T5 (M-2115)
BOTTOM SASH/STILE
EXTRUDED PVC (V-670)
IS-�--♦- 15/16"
3/4" III
dPERAL�BLELEE SCREEN
TRACK W/O LEG
ALUMINUM 606345 (M-2391)
OrscRlmOx
REVISED ANCHORS
ADDED NEW EXTRUSIONS
3 1/4" --1�
p 1'�I
" _ 2 5/8"
SILL WITH FLANGE
EXTRUDED PVC (V-1015)
SILL WITH FLANGE
EXTRUDED PVC (VISC"21)
k16"
MEETING RAIL
EXTRUDED PVC (11-1016)
REVISIONS
cAm OPFROVEo
02/27/18 R.L
01/16/2020 R.L.
1 3/4
BOTTOM SASH?OP RAIL
EXTRUDED PVC (V-675)
1 3/4"
3/4"
BOTTOM SASH/BOTTOM RAIL
EXTRUDED PVC (V-672)
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 1620 SH REINFORCED
NON -IMPACT 52 1/8" X 75"
COMPONENTS
08-02999
NTS -E 11/30/16 sHW17 OF 17
L ROBERTO LOMASPE
IG WOODFORORDLEWISVILLENC27U23
a3aiBB0609 Awnas@I4ana�e.mm
Ijl�r 1/4"
13/16"
GLAZING NG BEAD
RIGID PVC (V-904)
SIGNED: 0112812020
Luis R. Lomas P.E.
FL No.: 62514
4/24/2020
Florida Building
BCIS Home I tog In I User ReglstratlDn I Hot Topics I Submit Surcharge I SI
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Product pgpmval Menu > PmdvR er / poliation eeamM1 > Aoollration Llst > Application Oetali
FL #
I`L16503-R3
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived Li
Product Manufacturer KAYCAN LTD
Address/Phone/Email 1 Memorial Drive
Richford, VT 05476
(662) 252-9991 Ext 231
jDe.lundine@kpproducts.com
Authorized Signature Joe Lundine
joe.lundine@kpproducts.com
Technical Representative Joe Lundine
Address/Phone/Email 402 Boyer St
Williston, VT 05495
(662) 252-9991
joe.lundine@kpproducts.com
Quality Assurance Representative Joe Lundine
Address/Phone/Email 402 Boyer St
Williston, VT 05495
(662) 252-9991
joe.lundine@kpproducts.com
Category Panel Walls
Subcategory Soffits
;t Wffl� Ashmere
SHOPSTAMPREVIEW tarp/wan
IffillialliIii
Review is for general compliance with the Construction Documents.
Responsibility for correctness of dimensions, details, quantities and safety
during fabrication lies solely with the contractor.
Dq No Exceptions Taken Reseweday: Dawn Boggio-Korbelak
O Rejected:
its & Facts I Publications I contact Us I BCIS SIM Map I Links I Search I
4/28/20 00�(�
Aw�k P.
TILE COPY
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
❑ Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the Robert J. Amoruso, P.E.
Evaluation Report
Florida License PE-49752
Quality Assurance Entity Architectural Testing, Inc., an Intertek Company
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
12/3 �0
Steven M. Urich, PE
[A Validation Checklist - Hardcopy Received
FLI6503 R3 COI CI 2511 RevO Vinyl-SDfflt jfbjf
Standard
Year
ASTM D1929
2012
ASTM D2843
2010
ASTM D3679
2011
ASTM D635
2010
ASTM D638
2003
ASTM E330
2002
ASTM E330
2014
httpslhvww.foridabuilding.org/pr/pr app_dtl.aspx7param=wGEVXQwtDgvgqu2w%2bnFgUOixYpvH%2bzhsdlp2DLe2QWMgGNlV5TsM3Ap/o3d%3d 1/3
4/24/2020 Florida Building Code Online
ASTM G155-05a 2005
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
r- I
Florida Licensed Professional Engineer or Architect
FL16503 R3 Enuiv EER 2511 RevO Vinyl-SofFt ss.pdf
Method 1 Option D
12/08/2017
12/12/2017
12/20/2017
02/13/2018
FL #
Model, Number or Name
Description
16503.1
12° Triple 4 full-O-Vent Eco No.
g, 639) - Single.5pansl
12° Triple 4 FUII-D-Vent Eco-(No-.0639 with Single_S�'�ans-
Limits of
)Installation Instructions;
Approved for.usein HVHZ-. NN�
IFL36503 R3 II KAY0013 Rev A 639EcoViniA bff
Approved for use outside HVHZ esY
(5ing3_Sgan ss.17_dfj
Impact Resistant: No�
( /A Design Pressure: N
Verified By: Robert J. Amoruso, PE FL.PE No. 49752)
Created by Independent Third Party: Yeses
(Other: See. Installation Instructions for Design Pressures)
Evaluation Reports)
FL16S03 R3 AE PER 1 v V' yl-Soffit ss:W-!)
Createdb Independent Third Party: Yes-
16503.2
Triple 4 Full-O-Vent Eco (No. 0639) -
Triple 4 Full-O-Vent Eco (No. 0639) with Unlimited Spans
Unlimited Spans
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16503 R3 IT KAY0012 Rev A 639Eco Viny So i -
Unlimited Span ss.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: No
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: See Installation Instructions for Design Pressures.
Evaluation Reports
FL16503 R3 AE PER 2511 RevO Vinyl-Soffi[ ss.gQ[
Created by Independent Third Party: Yes
16503.3
Various Series Vinyl Soffit - Single
See Installation Instructions for Product Models Included.
Spans
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16503 R3 II KAY0011 RevA VlnylSofnt Singl6pa0s6,gdj
Approved for use outside HVHZ: Yes
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See Installation Instructions for Design Pressures.
FL16503 R3 AE PER 2511 RevO Vinyl -Soffit ss.giZ
Created by Independent Third Party: Yes
16503.4
Various Series Vinyl Soffit- Single
See Installation Instructions for Product Models Included.
Spans
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16503 R3 It KAY0007 RevC VInyISofFit ss.pdf
Approved for use outside HVHZ: Yes
Verified By: Robert J. Amoruso, P.E. FL License No. 49752
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See Installation Instructions for Design Pressures.
FL16503 R3 AE PER 2511 RevO Vinyl -Soffit ss.pf
Created by Independent Third Party: Yes
16503.5
Various Series Vinyl Soffit - Unlimited
See Installation Instructions for Product Series Included.
Spans
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16503 R3 11 KAY0009 Rev A VinylSoffiL
Approved for use outside HVHZ: Yes
UnlimltedSaan ss.pd
Impact Resistant: No
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Design Pressure: N/A
Created by Independent Third Party; Yes
Other: See Installation Instructions for Design Pressures.
Evaluation Reports
FL16503 R3 AE PER 2511 RevO Vinyl -Soffit ss.pdf
Created by Independent Third Party: Yes
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4/24/2020 Florida Building Code Online
Back Nartt
C,rlact Us :: 2602 Dial, Stone Road, Tanshossee Fl, 32399 Phone: 850-487-1824
The State of Florida is an AA/EED employer. CopvYe ht 20D)-20135tate of Flcritla.:: FrIvaW,Statement
Under Florida law, email addresses are publld records. If you do not want your e-mail 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 haditia nal mall. If you have any questions, please contact 850.487.1395.' Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, Ilcensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The enrolls
provided may be used for official communication with the licensee. However email adtlresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which ran be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click re .
Product Approval Accepts:
= ®® Z ' M
securitymi: 'mcs•
https:/tww .floddabuilding.org/pr/pr app_Otl.asp)?param=wGEVXQwtDgvgqu2w%2bnFgUOixYpvH%2bzhsdlp2DLe2QWMgGNIV5TsM3AP/o3d%3d 3/3
Product Evaluation Report
Rule 61G2-3 F.A.C. I Report No. 2511 1 Project No. 417-0612 1 11/27/17 1 Page 1 of 4
Product Manufacturer
Kaycan Ltd.
1 Memorial Drive
Richford, VT 05476
Code: Current Edition of the Florida Building Code
Product Name. Model and/or Description
Vinyl Soffit - Various
Compliance Method: 61G20-3.005(1)(d)— Product Evaluation Report by a Licensed Professional Engineer
Product Name, Model and/or Designation: Products covered by this evaluation include the following.
KAY0007 — Single Spans
o 12" TRIPLE 4 SOLID SOFFIT
o 12" TRIPLE 4 VENTED SOFFIT
o 12" TRIPLE 4 CENTER -VENT SOFFIT
o 12" TRIPLE 4 CENTER-O-VENT SOFFIT
o 12" TRIPLE 4 FULL-O-VENT SOFFIT
0 10" DOUBLE 5 SOLID SOFFIT
0 10" DOUBLE 5 VENTED SOFFIT
0 8" BEADED SOLID SOFFIT
o 8" BEADED VENTED SOFFIT
• KAY0009—Unlimited Spans
0 12" TRIPLE 4 SOLID, NO. 0623 SOLID SOFFIT
0 12" TRIPLE 4 FULL-O-VENT, NO. 0622 VENTED SOFFIT
0 12" TRIPLE 4 FULL-O-VENT ECO, NO. 0639 VENTED SOFFIT
• KAY0011—Single Spans
0 12" TRIPLE 4 SOLID, NO. 0623 SOLID SOFFIT
0 12" TRIPLE 4 FULL-O-VENT, NO. 0622 VENTED SOFFIT
0 12" TRIPLE 4 FULL-O-VENT ECO, NO. 0639 VENTED SOFFIT
• KAY0012—Unlimited Spans
o 12" TRIPLE 4 FULL-O-VENT ECO, NO. 0639 VENTED SOFFIT
• KAY0013 — Single Spans
o 12" TRIPLE 4 FULL-O-VENT ECO, NO. 0639 VENTED SOFFIT
Product Installation Instructions:
• PTC Product Design Group LLC, Drawing No. KAY0007, Rev. C, Dated 11/27/17, by Robert J. Amoruso,
P.E., Kaycan LTd. Vinyl Soffit- Solid and Vented, Installation Anchorage Details.
• PTC Product Design Group LLC, Drawing No. KAY0009, Rev. A, Dated 11/27/17, by Robert J. Amoruso,
P.E., Kaycan LTd. Vinyl Soffit — Various Solid and Vented with Unlimited Spans, Installation Anchorage
Details.
• PTC Product Design Group LLC, Drawing No. KAY0011, Rev. A, Dated 11/27/17, by Robert J. Amoruso,
P.E., Kaycan LTd. Vinyl Soffit — Solid and Vented with Single Spans, Installation Anchorage Details.
PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775
r�L 321-690-1788 1 FBPE Certification of Authorization No. 25935
Product Evaluation
Rule 61G2.3 F.A.C. I Report No. 2511 ( Project No. 417-0612 1 11/27/17 ) Page 2 of 4
PTC Product Design Group LLC, Drawing No. KAY0012, Rev. A, Dated 11/27/17, by Robert J. Amoruso,
P.E., Kaycan LTd. Vinyl Soffit -12" Triple 4 Full-O-Vent Eco (No. 0639) with Unlimited Spans, Installation
Anchorage Details.
PTC Product Design Group LLC, Drawing No. KAY0013, Rev. A, Dated 11/27/17, by Robert J. Amoruso,
P.E., Kaycan LTd. Vinyl Soffit -12" Triple 4 Full-O-Vent Eco (No. 0639) with Single Spans, Installation
Anchorage Details.
Industry Standard - Vinyl Siding Institute's Vinyl Siding Installation Manual, December 2015.
Test Reports and Performance Testing Standards Used:
KAY0007
Fenestration Testing Laboratory, Inc. Testing Report No. 7367, dated 6/1/13 including associated
laboratory stamped drawings for Kaycan Vinyl Soffit testing to ASTM E330-02.
Architectural Testing Inc. Test Report No. ATI 55983.01-106-18, dated 1/3/2006 for Kaycan Vinyl Soffit
and Siding, materials testing to:
i) ASTM D3679-01c, Standard Specification for Rigid Poly (Vinyl Chloride) (PVC) Siding
ii) ASTM G155-00ael, Standard Practice for Operating Xenon Arc Light Apparatus for Exposure of Non -
Metallic Materials
iii) ASTM D638-03, Standard Test Method for Tensile Properties of Plastics
iv) ASTM D2843-99, Standard Test Method for Density of Smoke from the Burning or Decomposition of
Plastics
v) ASTM D1929-96 (2000)e01, Standard Test Method for Determining Ignition Temperature of Plastics
vi) ASTM D635-98, Standard Test Method for Rate of Burning and/or Extent and Time of Burning of
Plastics in a Horizontal Position
KAY0009, KAY0011, KAY0012 & KAY0013
• Molimo Architectural Product Testing, 1410 Eden Road, York, Pennsylvania 17402—Vinyl Soffit Product
Testing
i) Test Report No.1169.01-106-11, SERIES / MODEL: 0623 Solid Vinyl Soffit, "J" Channel / Fascia
Installation, ASTM E330-14, dated 2/13/17
ii) Test Report No.1169.02-106-11, SERIES / MODEL: 0623 Solid Vinyl Soffit, "J" Channel / "J" Channel
Installation, ASTM E330-14, dated 2/13/17
iii) Test Report No. 1170.01-106-11, SERIES / MODEL: 0622 Vented Vinyl Soffit, "J" Channel / Fascia
Installation, ASTM E330-14, dated 2/13/17
iv) Test Report No. 1170.02-106-11, SERIES / MODEL: 0622 Vented Vinyl Soffit, "J" Channel / "J"
Channel Installation, ASTM E330-14, dated 2/13/17
v) Test Report No. 1171.03-106-11, SERIES / MODEL: 0639 Vented Vinyl Soffit, "J" Channel / Fascia
Installation, ASTM E330-14, dated 2/13/17
vi) Test Report No. 1171.04-106-11, SERIES / MODEL: 0639 Vented Vinyl Soffit, "J" Channel / "1"
Channel Installation, ASTM E330-14, dated 2/13/17
vii) Test Report No. 1171.01-106-11-R1, SERIES / MODEL: 0639 Vented Vinyl Soffit, "1" Channel / Fascia
Installation, ASTM E330-14, dated 1/31/17
��A� PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775
/OV/L 321-690-1788 1 FBPE Certification of Authorization No. 25935
Product Evaluation
Rule 61G2-3 F.A.C. I Report No. 2511 1 Project No. 417-0612 1 11/27/17 ( Page 3 of 4
Architectural Testing Inc. Test Report No. ATI 55983.01-106-18, dated 1/3/2006 for Kaycan Vinyl Soffit
and Siding, materials testing to:
i) ASTM D3679-01c, Standard Specification for Rigid Poly (Vinyl Chloride) (PVC) Siding
ii) ASTM G155-00ael, Standard Practice for Operating Xenon Arc Light Apparatus for Exposure of Non -
Metallic Materials
III) ASTM D638-03, Standard Test Method for Tensile Properties of Plastics
iv) ASTM D2843-99, Standard Test Method for Density of Smoke from the Burning or Decomposition of
Plastics
v) ASTM D1929-96 (2000)e01, Standard Test Method for Determining Ignition Temperature of Plastics
vi) ASTM D635-98, Standard Test Method for Rate of Burning and/or Extent and Time of Burning of
Plastics in a Horizontal Position
Engineering Evaluation:
• See Appendix A for Code Conformance Evaluation
• Anchorage engineering and test result interpretation are documented in the following:
o PTC Product Design Group LLC, Report No. 2240, Engineering analysis for Kaycan Vinyl and
Aluminum Soffit, dated 7/11/13, by Robert J. Amoruso, P.E.
o PTC Product Design Group LLC, Report No. 2492, Engineering analysis for Kaycan Vinyl and
Aluminum Soffit, dated 3/20/17, by Robert J. Amoruso, P.E.
Limitations & Conditions of Use:
• This product has not been evaluated for use inside the High Velocity Hurricane Zone (HVHZ).
• Refer to Product Installation Instructions noted abovefor:
o Maximum allowable wind loads at related maximum allowablesize(s).
o Overall dimensions and material/grade of main product components, accessories, etc.
o Illustrated diagrams of the attachment of the product to substrate structure.
o Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations.
• Site wind pressures shall be determined by a licensed professional engineer in accordance with the
current edition of the Florida Building Code and/or ASCE 7-10 for components and cladding based on
allowable stress design.
• Site conditions not covered in this product evaluation document are subject to additional engineering
analysis by a licensed professional engineer or registered architect as required by the authority having
jurisdiction.
• Adequacy of the existing structural substrates as a main wind force resisting system capable of
withstanding and transferring applied product loads to the foundation is the responsibility of the
licensed professional engineer or registered architect acting as the design professional of record for
the project of installation.
��A� PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775
i/L 321-690-1788 1 FBPE Certification of Authorization No. 25935
Product Evaluation
Rule 61G2-3 F.A.C. I Report No. 2511 1 Project No. 417-0612 1 11/27/17 1 Page 4 of 4
Certificate of Independence per Product Approval
Rule 61G20-3.009
PTC Product Design Group, LLC and RobertJ.
Amoruso, P.E. does not have, nor will acquire, any
financial interest in the company manufacturing or
distributing product(s) covered by this Product
Evaluation Report.
PTC Product Design Group, LLC and RobertJ.
Amoruso, P.E. do not have, nor will acquire any
financial interest in any other entity involved in the
approval process or testing of the product(s)covered
by this Product Evaluation Report.
Appendix A — Code Conformance Evaluation
Evaluated by:
Robert J. Amoruso, P.E.
FL PE License No. 49752
• Vinyl soffit certified and labeled as conforming to the requirements of ASTM D3679.
• Vinyl soffit tested to 1.5 x Design Pressure.
• Vinyl soffit labeled in accordance with the Florida Building Code.
• Vinyl soffit plastics comply with Chapter 26 of the Florida Building Code as shown below.
U
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Test Standard
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A
0
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C
Acceptance Criteria
Tensile
Self -
Smoke
Class
P/F
N/A
Test
Density
Ignition
CC1 or
Test
Variation
Temp
Test Report
Report
Product
< 10%
< 75
> 3430C
CC2
Date
4 0C
Tested
55 83.01-
1/3/2006
Vinyl Soffit
Passed
to
CC1
106-18
Passed
max8.1%
max
max
max
4970C
PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775
OWNL 321-690-1788 1 FBPE Certification of Authorization No. 25935
D
KAYCAN LTD
VINYL SOFFIT - 12" TRIPLE 4 FULL-O-VENT ECO (NO. 0639)
GENERALNOTES:
1. THIS PRODUCT HAS BEEN TESTED AND DESIGNED TO COMPLY WITH THE
CURRENT EDITION OF RONDA BUILDING CODE -BUILDING AND RESIDENTIAL
VOLUMES EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AT ME
DESIGN PRESSURES SHOWN ON SHEET 1. THESE PRODUCTS WERE TESTED
TO ASTM E330-14. STRUCTURAL TEST RESULTS BASED ON ASTM E330-14
WERE DIVIDED BY 1.5 AS REQUIRED BY THE BUILDING CODE.
2. DESIGN PRESSURE (DP) RATINGS SHOWN ONTHIS SHEETARE BASED ON IO'
SAVE WIDTHS IN SINGLE SPANS. SPAN WIDTHS AT 10•. 12'. 14-AND 16-ARE
SHOWN ON SHEET 2.
3. THE PRODUCT DETAILS CONTAINED HEREIN PRE BASED UPON TESTING
PERFORMED AT MOLIMO ARCHRECTURN. PRODUCT TESTING, 11410 EDEN
ROAD, YORK PA 1740.
4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE, MASONRY AND
WOOD FRAMING COMPRISING THE ATTACHMENT SUBSTRATE FORME
SOFFIT SHALL BE DETERMINED TO BE CAPABLE OF WRHSTANDINGAND
TRANSFERRING APPLIED PRODUCT LOADS TO THATSTRUCTURE AND IS THE
RESPONSIBILITY OFTHE ARCHITECTOR ENGINEER OF RECORD FOR THE
PROJECTT,
5. OVERHANGS RECEIVING SOFFIT SHALL BE CHECKED FOR STRUCTURAL
ADEQUACY. DAMAGE CRACKS OR DEFECTS THAT MAY PRECLUDE THE
SOFFIT FROM PERFORMING ITS INTENDED FUNCTIONS. SUCH DEFECTS
SHALL. BE ELIMINATED PRIOR TO SOFFIT INSTALLATION.
6. INSTALLATION OF SOFFIT AND ACCESSORIES SUCH AS CORNER POSTS,
STARTER STRIPS, AND TRIM AROUND OPENINGS SHALL BE DONE IN
ACCORDANCE WITH THE CURRENT EUMON OF THE FLORIDA BUILDING CODE
- BUILDING AND RESIDENTIAL VOLUMES AND THE MANUFACTURER'S
INSTRUCTIONS.
7. SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING
REQUIRE FURTHER ENGINEERING EVALUATION BY A LICENSED ENGINEER OR
REGISTEREDARCHITECT
6. SOFFIT SHALL BE LABELED IN ACCORDANCE WITH THE CURRENT EDITION OF
THE FLORIDA BUILDING CODE
9. SOFFIT NET FREE AREA IN ACCORDANCE WITH THE CURRENT EDITION OF
THE RONDA BUILDING CODE ARE SHOWN IN THE APPROVED SOFFIT
SCHEDULE ON SHEET 1.
10. MATERIALS:
10.1. KAYCAN BUILDING PRODUCTS VINYL SOFFIT AND TRIM IS
MANUFACTURED FROM A FORMULATED PVC POWDER COMPOUND
MEETING THE SPECIFICATIONS OF ASTM D3679.
10.2. KAYCAN BUILDING PRODUCTS ALUMINUM TRIM IS MANUFACTURED FROM
ALUMINUM ALLOY WITH ASTM EB TESTED TENSILE STRENGTH OF 21 KSI
AND YIELD STRENGTH OF 9.66 MI.
WITH SINGLE SPANS
INSTALLATION ANCHORAGE DETAILS
DESIGN PRESSURE (PSF) RATING AT 10" SPAN (NOTE 2)
INSTALLATION METHOD
DESIGN PRESSURE
NETFREEAREA
NETFREEAREA
VINYL SOFFIT SERIES
(SEE NOTE 2)
(PSF) (SEE NOTE 1)
(SO. INJLINEAL FT.)
(SO. INJSO. FT.)
FASCIA / J-CHANNEL
+66.7/-66.7
4.18
4.18
12' TRIPLE 4 FULL-O-VENT ECO
FASCIA / F-CHANNEL
J-CHANNEL / J-CHANNEL
+66J/-66J
4.18
4.18
NO. 0639 VENTED SOFFIT
F-CHANNEL / F-CHANNEL
NOTE 1: DESIGN PRESSURE RATINGS SHOWN ABOVE SHALL BE COMPARED TO LOADING BASED ON V..d BASIC WIND SPEEDS. THUS PROJECT
DESIGN PRESSURES AS DETERMINED FROM ASCE 7-10 BASED ON Vult BASIC WIND SPEEDS ARE PEBMRTED TO BE MULBPUED BY 0.6 PER THE
CURRENT EDITION OF THE FLORIDA BUILDING CODE FOR COMPARISON TO THE DESIGN PRESSURE RATINGS ABOVE.
NOTE 2: SEE SHEET 2 FOR DESIGN PRESSURES AT 10'. 12'. 14' AND 16'. SEE SHEETS 3 AND 4 FOR SINGLE SPAN INSTALLATIONS FOR
TRUSS/WOOD FRAMING CANTILEVER AND OVERHANG EAVE CONSTRUCRON. SEE SHEET 5 FOR CONNECTOR DUALS.
VINYL SOFFIT AND TRIM SCHEDULE
VINYL SOFFIT
J-CHANNEL
F•CHANNEL
FASCIA
SERIES
12' TRIPLE 4
1/2- J-CHANNEL
1/2- F-CHANNEL
4- FASCIA
FULL-0-VENT ECO
VINYL
VINYL
ALUMINUM
NO. 0639 VENTED
N0. 1100
N0. 1178
N0. 9700
SOFFIT
TABLE OF CONTENT
SHEET
DESCRIPTION
1
GENERAL NOTES, PERFORMANCE RATINGS, SOFFIT SCHEDULE
2
INSTALLATION NOTES AND OF RATINGS AT VARIOUS SPANS
3
INSTALLATION DETAILS, CANRLEVER CONSTRUCTION
4
INSTALLATION DETAILS, OVERHANG CONSTRUCTION
5
INSTALLATION DETAILS A THROUGH F
6
SOFFIT PROFILE
7
CHANNEL AND FASCIA PROFILES / BOM
G
IS -RI =1<I
RoEMJ. FlatltlaP.E.
aI..
P.E.. No. <9t52
VINYL AND ALUMINUM SOFFIT INSTALLATION INSTRUCTIONS
DP RATINGS AT VARIOUS SPANS
1. GAVE WIDTHS (SPANS)
1.1. THE INSTALLATION CROSS SECTIONS SHOWN ON SHEETS SAND 4 DEPICT
SINGLE SPANS FOR EAVE CONSTRUCTION OF TRUSS/WOOD FRAMING IN
EITHER CANTILEVER OR OVERHANG CONFIGURATIONS. HOWEVER, THIS DOES
NOT LIMIT SOFFIT INSTALLATION TO THESE CONFIGURATIONS ONLY AS LONG
AS MINIMUM FASTENER REQUIREMENTS AND SPAN LIMITS ARE MAINTAINED.
1.2. SEE TABLE ON THIS SHEET FOR SPANS OF 10", 12', leAND 16'.
2. INSTALLATION FASTENERS
2.1. FASTENERS SHALL BE THE TYPE, SIZE, EMBEDMENT AND EDGE DISTANCE
SHOWN HEREIN FOR RESPECTIVE SUBSTRATE. SEE FASTENER SCHEDULE
TABLE ON THIS SHEET.
2.2. MINIMUM EMBEDMENT EXCLUDE WALL FINISHES (INCLUDING BUT NOT
LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING). EDGE DISTANCES
SHALL BE SUCH TO PREVENTIVE CRACKING OF SUBSTRATE MATERIAL
2.3. FASTENER LENGTHS SHOWN IN THE INSTALLATION DETAILS DO NOTTAKE
INTO ACCOUNT WALL FINISHES. WALL FINISH THICKNESS SHALL BE ADDED TO
THE REQUIRED FASTENER LENGTHS. SEE FASTENER SCHEDULE TABLE ON
THIS SHEET.
3. 2X2 NOMINAL BATTEN INSTALLATION TO SUPPORTING SUBSTRATE STRUCTURE IS
THE RESPONSIBILITY OF THE ENGINEER ORARCHITECT OF RECORD.
4. ALL FASTENERS SHALL HAVE CORROSION RESISTANT COATINGS OR BE MADE OF
CORROSION RESISTANT MATERIALS COMPATIBLE WITH THE SUBSTRATE
MATERIALS.
5. SEE INSTALLATION MOUNTING DETAILS AND ILLUSTRATIVE INSTALLATIONS ON
SHEETS 3, 4 AND 5.
FASTENER SCHEDULE
PSIFNEROFSCRIP110.Y
SUBSRWIE
(SEENOIEtI NW'EME 1)
EWEEISMCE
0.097' DIAMETER x
CONCRETE
1-1/2' T-NNL
OR MASONRY
0.072' DIAMETER %
WOOD
1-3/4'
1/4'
1-3/4' TRIM ML
16 GA X 7/16' WIDTH
CROWN STAPLE 1' MIN.
WOOD
7/8'
1/4'
LENGTH
e8 x 3' M WOOD SCREW
OR $8 0 3' FH TAPPING
WOOD
1-1/2_
5/8'
SCREW.
3/16' RIY TAPCON
CONCRETE
CONCRETE SCREW
OR MASONRY
NOTE 1: EMBEDMENT BASED ON NOMINAL LENGTH OF FASTENER
THROUGH SOFFIT OR CHANNEL INTO SUPPORTING SUBSTRATE W/0 WALL
FINISHES. WHERE WN FINISHES PRE PRESENT, THE FASTENER LENGTH
WILL BE INCREASED AS REQUIRED TO MNNTNN EMBEDMENT DEPTH IWO
SUPPORTING SUBSTRATE
DESIGN PRESSURE (PSF) AT VARIOUS SINGLE SPAN LENGTHS
IX'TRIPLE 4 FULL-O-VENT ECO / NO.0639 VENTED SOFFIT
Single Span Length
',I!.
INSTALLATION DETAILS
A THRU F (SHEET 5)
Positive
Negative
10
ALL
66.7
-66.7
12
ALL
55.6
-55.6
14
ALL
47.6
-47.6
16
ALL
41.7
-41.7
10 d
ROMNJ.Amoiuso,PE
FlonEa P.E. No.09]52
Y'
TRUSS/FRAMING CANTILEVER EAVE CONSTRUCTION
EAVE WIDTH
(ROOF
OVERHANG)
J
SOFFIT
w�
SOFFIT /
CMU ORE
WOOD SEE
/
DETAIL "D"---/// SEE DETAIL "C"
CONCRETE,
CMU OR
z'
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o
SEE DETAIL "A" SEE DETAIL "B"J
(NOTE 1)
WOOD
W
z8
EAVE CROSS-SECTION
EAVE CROSS-SECTION
(NOTE 1)
oao
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a
SINGLE SPAN W/F-CHANNEL
SINGLE SPAN W/J-CHANNELS
o
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b
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F-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END
a E o
E h
EAVE WIDTH
(ROOF
OVERHANG)
`GUNUXE I I
CMU OR
SOFFIT ��! WOOD
SEE DETAIL "A" SEE DETAIL "C' (NOTE 1)
EAVE CROSS-SECTION
SINGLE SPAN W/J-CHANNEL
J-CHANNEL @ WALL, FASCIA @ FASCIA END
SEE SHEET 2 FOR INSTALLATION
NOTES, FASTENER SCHEDULE AND
DESIGN PRESSURE PERFORMANCE
RATING TABLES. SEE SHEET 5 OR
DETAILS A, % C & D.
NOTE 1: MINIMUM SPRUCE —PINE —FIR FRAMING @ 24" O.C. OR CONCRETE/MASONRY.
BUILDING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET.
Mnd J.NnowgP.E.
FbnUa P.E. No. <9252
TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION
SPAN 'L" SPAN "L"
EAVE WIDTH
(ROOF
OVERHANG) i
`/y SOFFI
SEE DETAIL "A SEE DETAIL
EAVE CROSS-SECTION
SINGLE SPAN W/F-CHANNEL
F-CHANNEL @ WALL, FASCIA @ FASCIA END
I�—SPAN "L'I
l\/Y SOFFIT
SEE DETAIL "A SEE DETAIL
EAVE CROSS-SECTION
SINGLE SPAN W/J-CHANNEL
J-CHANNEL @ WALL, FASCIA @ FASCIA END
CMU OR /`` //
WOOD J SOFFIT /
(NOTE 1) SEE DETAIL "F" SEE DETAIL "E"
EAVE CROSS-SECTION
SINGLE SPAN W/J-CHANNELS
J-CHANNEL @ WALL AND FASCIA END
iSPAN "L"
EAVE WIDTH
(ROOF
OVERHANG)
WOOD
(NOTE 1) SOFFIT
SEE DETAIL "F" SEE DETAIL "B"�
IL—
EAVE CROSS-SECTION
SINGLE SPAN W/F-CHANNEL
F-CHANNEL @ WALL, J-CHANNEL @ FASCIA END
EAVE WIDTH
(ROOF
OVERHANG)
CMU OR
WOOD
(NOTE 1)
EAVE WIDTH
(ROOF
OVERHANG)
CMU OR
WOOD
(NOTE 1)
SEE SHEET 2 FOR INSTALLATION NOTES, FASTENER SCHEDULE AND DESIGN PRESSURE
PERFORMANCE RATING TABLES. SEE SHEET 5 OR DETAILS A, B, E & F.
NOTE 1: MINIMUM SPRUCE —PINE —FIR FRAMING @ 24" O.C. OR CONCRETE/MASONRY.
BUILDING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET.
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(Iwo CONCRETE/MASONRY)
4-1/8' MAX.
DETAIL A
FASCIA
DETAIL B
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DETAIL F
J-CHANNEL J-CHANNEL J-CHANNEL
FASCIA FASCIA
NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING ® 24" O.C. OR CONCRETE/MASONRY.
BUILDING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET.
WOOD BATTEN 1 p
STMIES RSTAL1ED
/-O 24' D.0 INTO O
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TMPINC SCREW. BATTEN p
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KAYCAN LTD PROJECT #417-0614
1 MEMORIAL DRIVE
RICHFORD VT 05476
n
NO. 609 VINYL SOFFIT INSTALLATION - SINGLE SPANS
SOFFIT PROFILE
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uo
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1/2" F—CHANNEL/TRIM
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4" FASCIA SMOOTH
ALUMINUM
BILL OF MATERIALS
REM
DESCRIPTION
MATERIAL
1
SOFFlT — SEE SCHEDULE ON SHEEP 1 AND DRAWINGS
ON SHEET 6
Vlri
2
F—CHANNEL — SEE DRAWING ON SHEET 6
(SEE NOTE 10 ON SHEET 1)
3
J—CHANNEL — SEE DRAWING ON SHEET 6
4
FASCIA — SEE DRAWING ON SHEET 6
ALUMNUM
(SEE NOTE 10ONSHEET 1)
5
0.097' DIAMETER x 1-1/2' T—NAIL FOR CONCRETE AND
STEEL
MASONRY SUBSTRATES.
6
0.072' DIAMETER X 1-3/4" TRIM NAIL
STEEL
7
16 GA. X 7/16" WIDTH CROWN STAPLE 1' MIN. LENGTH
STEEL
8
#8 x 3' M WOOD SCREW OR #8 x 3' M TAPPING
STEEL
SCREW. USED TO ATTACH BATTEN TO WOOD STRUCTURE.
9
3/16' TW TA CON CONCRETE SCREW, MIN. 1'
STEEL
EMBEDMENT
10
2' X 2' NOMINAL WOOD BATTEN — SG = 0.42 MIN.
WOOD
(No. 9700)
1 /2" J—CHANNEL/TRIM
VINYL (No. 1100)
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NOTES:
ALL MATERIALS AND CONSTRUCTIONS PROCEDURES SHALL BE IN ACCORDANCE WITH THE LATEST FDOT INDICES AND AS
FOLLOWS:
1. CONCRETE TO BE MINIMUM 300D PSI COMPRESSIVE STRENGTH AT 28 DAYS.
2. TEST A MINIMUM OF ONE (1) COMPRESSIVE STRENGTH CYLINDER SAMPLE PER 50 CY OR ONE (1) PER LOT, WHICHEVER IS
GREATER. COMPRESSIVE STRENGTH SHALL BE REPORTED AT 28 DAYS.
3. ALL DELETERIOUS MATERIALS TO BE REMOVED 6 INCHES BELOW BOTTOM OF SIDEWALK AND 6 INCHES BEYOND ALL EDGES.
4. CONCRETE SHALL BE A MINIMUM OF 4 INCHES THICK FOR ALL SIDEWALK TO BE OWNED OR MAINTAINED BY THE COUNTY.
5. SIDEWALK THROUGH DRIVEWAYS SHALL BE 4" THICK MINIMUM.
6. SOD TO BE LAID WITHIN THREE (3) DAYS OF FINAL GRADING IN PUBLIC RIGHT OF WAY.
7. PRE —POUR INSPECTIONS ARE REQUIRED AND MUST BE ACCEPTED PRIOR TO POURING THE SIDEWALK.
8. FOR REPAIR, REMOVE EXISTING SIDEWALK TO THE FULL WIDTH FROM CONTROL JOINT TO CONTROL JOINT (I.E. ONE
*SECTION*)
9. 12" MINIMUM VISQUEEN AND CHEMICAL TERMITE TREATMENT AT ALL AREAS THAT ABUT ANY EXISTING CONCRETE
STRUCTURE.
10. PROPERTY ADDRESS: _ ARMINA PLACE
CAULFIELD & WHEELER, INC.
CIVIL ENGINEERING
® o LANDSCAPE ARCHITECTURE - SURVEYING
7900 GLADES ROAD -SUITE 100
BOCA RATON, FLORIDA 33434
PHONE (561)-392-1991 / FAX (560-750-1452
FILE
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1111 o."
IDATE 4/27/20201
F.B./ PC. N/A
WATERSTONE, PHASE 1
DRIVEWAY DETAIL — LOT 58, BLOCK 3
SCALE N.T.S.
JOB NO.
4" THICK -t
6'x6' WELDED
WIRE MESH
16'
4"
THICK
j 4" THICK ® I
I DRIVEWAY I
20' MAX. APRON @ ROAD
filie
FIELD & WHEELER, INC.
CIVIL ENGINEERING
o
LANDSCAPE ARCHITECTURE - SURVEYING
7900 GLADES ROAD - SUITE 100
BOCA RATON, FLORIDA 33434
PHONE (560-392-1991 / FAX (561)-750-1452
4" EXPANSION
JOINT
4" THICK
SIDEWALK
JOINTS
DATE 4 27 2020
DRAWN BY EC
F.B. PG. N/A
SCALE N.T.S.
JOB NO. 86901