HomeMy WebLinkAboutRevision; Product Approvals for Windows, SGD, Vinyl Soffit, Energy Codes & Driveway + Sidewalk DetailOFFICE USE ONLY:
DATE FILED:
E VISION FEE:
LOCATION/SITE
ADDRESS:
PERMIT # ) r't) 2 — Dim
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
LOT#Sy S(,y� ARMINA PLACE
FORT PIERCE, FLORIDA, 34951
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Revised Product Approvals for windows, SGD, and vinyl soffit N
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
OVVNER/BUILDER INFORMATION:
NAME: K. HOVNANIAN ASPIRE ATWATERSTONE
ADDRESS: 3601 QUANTUM BLVD
CITY: BOYNTON BEACH STATE: FL
PHONE (DAYTIME: 561-364-3316
ARCMTECT/ENGINEER INFORMATION:
NAME: DAWN BOGGIO KORBELAK
ADDRESS: 90 MATAWAN RD, 5TH FLOOR
CITY: MATAWAN,
PHONE (DAYTIME): 732-747a600
SLCCC: 9123109
Revised 06130117
ST. LUCIE CO CERT. #: 31426
ZIP: 33426
FAX:
33426
STATE: NJ ZIP: 07747
FAX: FILE ./'+OR91Y
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
T Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: WATERSTONE LOT-59
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 (1716.0 sqft.)
Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block - Ext Insul, Exterior
R=4.1 1450.20 ft2
b. Frame - Wood, Adjacent
R=11.0 265.78 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 (1616.0 sgft.)
Insulation Area
5. Is this a worst case? No
a. Under Attic (Vented)
R=30.0 1616.00 ft2
6. Conditioned Floor area above grade (ft2) 1616
b. N/A
R= ft2
Conditioned Floor area below grade (ft2) 0
c. N/A
R= ft2
11. Ducts
R ft2
7. Windows(163.6 sgft.) Description Area
a. Sup: Attic, Ret: Attic, AH: Main
6 448
a. U-Factor: Dbl, U=0.32 106.11 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 -
28.8 SEER:14.00
c. U-Factor: DbI, U=0.32 16.44 ft2
SHGC: SHGC=0.27
13. Heating systems
kBtu/hr Efficiency
J. U-Factor: N/A ft2
a. Electric Heat Pump
28.8 HSPF:8.60
SHGC:
Area Weighted Average Overhang Depth: 4.626 ft.
Area Weighted Average SHGC: 0.307
14. Hot water systems
a. Electric
Cap: 50 gallons
8. Floor Types (1616.0 sgft.) Insulation Area
EF: 0.940
a. Slab -On -Grade Edge Insulation R=0.0 1616.00 ft2
b. Conservation features
b. N/A R= ft2
None
c. N/A R= ft2
15. Credits
Patel
Total Proposed Modified Loads: 53.60
Glass/Floor Area: 0.101
P
Total Baseline
Loads: 57.63
11�7�7ASS
1 hereby certify that the plans and specifications covered by
Review of the plans and
F4JUIE s j.
0
this calculation are in compliance with the Florida Energy
specifications covered by this
= - 60*ft
Code. u�
calculation indicates compliance
the Florida Energy Code.
q iii,'' .?;,,�, vis
rxv, 22•, :`, :••„•�, O
with
„
PREPARED BY:
DATE: 4/21/2020
Before construction is completed
this building will be inspected for
compliance with Section 553.908
r
c9 nx a
r n
I hereby certify that this building, as designed, is in compliance
Florida Statutes.
,11,
with the Florida Energy C
CpD Wii'L��
OWNER/AGENT:
BUILDING OFFICIAL:
r
- Compliance requires certification by the air handler unit manufacturer that the air handler enclosure quAlifid"s' -- -
certified factory-sealedin 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).
FILE COPY
4/21/2020 1:24 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 4
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-59 Bedrooms: 4
User Conditioned Area: 1616
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
t.
1616 14059.2
SPACES
Number
Name
Area Volume Kitchen Occupants
Bedrooms Infil ID Finished Cooled Heated
1
Main
1616 14059.2 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 167.2 ft
1616 R'
---- 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 1750 ft' 0 W 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 1616 ft'
N N
CEILING
#
Ceiling Type
Space R-Value Ins Type
Area Framing Frac Truss Type
1
Under Attic (Vented)
Main 30 Blown
1616 ft. 0.1 Wood
4/21/2020 1:24 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 4
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
WALLS
t
Adjacent Space
Tn Wall TypeI.
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 52 0 8
4.1 16 4 8
4.1 64 0 8
4.1 35 0 8
11 30 8 8
8 450.7 ft'
8 141.6 ft'
8 554.7 ft'
8 303.3 ft'
8 265.8 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
#
Ornl Door Type Space
Storms
U-Value
Ft
Width Height
In Ft In
Area
1
E Wood Main
None
.39 3
7
21 ft'
WINDOWS
Orientation shown is the entered, Proposed orientation.
/
V
#
Wall
Ornl 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
N 3 Vinyl Double (Clear) Yes
W 4 Vinyl Double (Clear) Yes
W 4 Vinyl Double (Clear) Yes
0.32 0.3 N
0.32 0.27 N
0.32 0.3 N
0.55 0.34 N
0.32 0.3 N
0.32 0.3 N
15.0 ft' 1 ft 0 in
16.4 ft' 1 ft 0 in
16.4 it' 1 ft 0 in
41.0 ft' 10 ft 0 In
49.8 ft' 1 ft 0 in
24.9 ft' 10 ft 0 in
1 ft 0 in None
1 ft 0 in None
1 ft0 in None
1 ft 0 in None
1 ft0 in None
1 ft 0 in None
None
None
None
None
None
None
GARAGE
#
Floor Area Ceiling Area
Exposed Wall Perimeter
Avg. Wall Height
Exposed Wall Insulation
1
380 ft' 380 ft'
64 ft
8 ft
1
INFILTRATION
#
Scope
Method SLA
CFM 50 ELA EgLA ACH
ACH 50
1 Wholehouse Proposed ACH(50) .000387
1640.2 90.05 169.35 .1387
7
HEATING SYSTEM
#
System Type Subtype
Efficiency
Capacity
Block
Ducts
1
Electric Heat Pump/ Split
HSPF:8.6
28.8 kBtu/hr
1
�sys#1
COOLING SYSTEM
#
System Type Subtype
Efficiency
Capacity Air Flow SHR Block
Ducts
1
Central Unit/ Split
SEER: 14 28.8 kBtu/hr
cfm 0.7 1
sys#1
4/21/2020 1:24 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 4
FORM 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
ft'
DUCTS
/ ---- Supply —
-- Return ----
Air
CFM 25
CFM25
HVAC #
V # Location R-Value Area
Location
Area Leakage Type
Handler
TOT
OUT
QN
RLF
Heat Cool
1 Attic
6 448 ft'
Attic
212 ft' Default Leakage
Main
(Default) (Default)
1 1
TEMPERATURES
Programabl[e
Ceiling Fans:Coolin
]Thermostart:]Y
Heating lX] Jan [X] Feb
[[ ]]
[XJ Mar
Apr
r[` ]l
Jun Jul
May
[[ ]]
lX1 Aug
r ]J
Sep
Octr
Oct
Nov
j
Nov
Dec
Dec
Venting [L 11 Jan [ ] Feb
llX1l Mar
Jun l Jul
[ LXl LXl
[[ 11 Aug
[ Sep
lXJ
[
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)
68
68 68
68 68 68
68
68
68
68
66
66
PM
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 W
0 it
0.3
Main
4/21/2020 1:24 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 4
2017 EPL DISPLAY CARD
ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 93
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. Single-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
28.8
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.
1616
d) Room unit/PTAC EER
e) Other
7. Windows, type and area
a) U-factor:(weighted average)
7a.
0.37B
b) Solar Heat Gain Coefficient (SHGC)
7b.
0.307
14. Heating system: Capacity
28.8
c) Area
7c.
163.6
a) Split system heat pump HSPF
8.6
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)
10A2.
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)
10132.
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
11c.
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: 3$t9' 5'2-7<f A-VT6
lr0- V6,eX_
City/FL Zip:
FT. PIERCE, FL 34951
4/21/2020 1:24:41 PM EnergyGaugeO USA 6.0.03 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods
ADDRESS: TBD Permit Number:
Fr. PIERCE, FL, 34951
MANDATORY REQUIREMENTS See individual code sections for full details.
10
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 enveldih-- building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.
The sealing methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 Installation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance
with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required
by the code official, an approved third party shall inspect all components and verify compliance.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either
individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (1) or
an approved third party. A written report of the results of the test shall be signed by the parry conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or
other infiltration control measures.
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended
Infiltration control measures.
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be 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.
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 Ieakag&Vindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per
square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or
AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors.
4/21/2020 1:24 PM EnergyGauge@ USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 5
MANDATORY REQUIREMENTS - (Continued)
❑R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to
open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or
enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements
of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door Into the room shall be
fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air 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). At least one thermostat shall be provided for each separate heating and cooling system.
❑ R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heal shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load.
❑ R403.3.2 Sealing (Mandatory) All ducts, air handlers, filler boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section
C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below.
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or
(7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), 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:
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
manufacturers air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test.
2. Postconstmction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the
entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the
test.
Exceptions:
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
❑ R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
❑R403.4 Mechanical system piping Insulation (Mandatory). Mechanical system piping capable of carrying Fluids above 105'F (41'C)
or below 55•F (13°C) shall be insulated to a minimum of R-3.
❑ R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, Including that
caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause
degradation of the material. Adhesive tape shall not be permitted.
❑ R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in
accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2.
Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible.
R403.5.1.1 Circulation systems. Healed 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 lhermosiphon ciroulalion systems shall be prohibited.
Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the
occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and
when there is no demand for hot water.
❑ R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems
shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance
with the times when heated water is used in the occupancy.
4/21/2020 1:24 PM EnergyGauge@ USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 5
MANDATORY REQUIREMENTS - (Continued)
Ej R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
LJ 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 Ya 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 -healing equipment installed in residential units shall meet the minimum efficiencies of
Table 0404.2 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 staled 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 a lilt 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
EJ 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. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and
indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions
described In Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that
affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such
as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency
rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed.
TABLE R403.6.1
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN LOCATION
AIRFLOW RATE MINIMUM
(CFM)
MINIMUM EFFICACY a
(CFMM/ATT)
AIRFLOW RATE MAXIMU
(CFM)
Range hoods
Any
2.8 cm/watt
Any
In -line fan
Any
2.8 cfm/watt
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 1:24 PM EnergyGaugeO 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 capacity Is less than the
calculated total sensible load but not less than 80 percent of that load.
2.
When signed and sealed by aFlorida-registered engineer, in attached single- and multiple -family units, the capacity of
equipment may be sized in accordance with good design practice.
R403.7.1.2 Heating equipment capacity.
❑ R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section
R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if
the design heating load is 1.15 times greater than the design cooling load.
❑ R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.7.1.
❑ R403.7, 1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.7.1.
❑ R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
2. A variable capacity system sized for optimum performance during base load periods Is utilized.
R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
❑ C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403.
❑ R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building,
shall include automatic controls capable of shutting off the system when the pavement temperature Is above 507 (10*% 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 healer mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater: Operation
of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots.
❑ R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule
shall be installed for heaters and pump motors. Healers and pump motors that have built-in time switches shall be in compliance with this
section.
Exceptions:
1. Where public health standards require 24-hour pump operation.
2. Pumps that operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on -site renewable generation.
❑ R403.10.3 Covers. Outdoor healed swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at
the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered
energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required.
R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal
❑ efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool
heaters fired.by natural or LP gas shall not have continuously burning pilot lights.
4/21/2020 1:24 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6lh 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 heal pumps are not required to meet this standard.
❑ R403.11 Portable spas (Mandatoryhe energy consumption of electric -powered portable spas shall be controlled by the
requirements of APSP-14.
SECTION R404
ELECTRICAL POWER AND LIGHTING SYSTEMS
R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps.
Exception: Low -voltage lighting.
R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights.
4/21/2020 1:24 PM EnergyGauge@ 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-59 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
U
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 or joints 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/door jambs and framing, and
and doors
skylights and framing shall be sealed.
Rim joists
Rim joists shall include the air barrier.
Rim joists shall be insulated.
Floors
The air barrier shall be installed at any exposed edge of
Floor framing cavity insulation shall be installed to
(including
insulation.
maintain permanent contact with the underside of
above -garage
subfloor decking, or floor framing cavity insulation
and cantilevered
shall be permitted to be in contact with the top side
floors)
of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls
Exposed earth in unvented crawl spaces shall be covered with
Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped.
shall be permanently attached to the crawlspace
Shafts, penetrations
Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to 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 spac
3s.
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 nipinn and Wrina.
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
exteriorwalls
boxes or air -sealed boxes shall be installed.
HVAC register boots
HVAC register boots that penetrate building thermal envelope shall
be sealed to the sub -floor or drywall.
Concealed
When required to be sealed, concealed fire sprinklers shall only be
sprinklers
sealed in a manner that is recommended by the manufacturer.
I
Caulking or other adhesive sealants shall not be used to fill voids
between fire spriinkler cover plates and walls or cell nas.
a. In addition, inspection of log walls shall be In accordance with the provisions of ICG-400.
4/21/2020 1:24 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
Envelope Leakage Test Report (Blower Door Test)
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Jurisdiction:
Permit #:
Job Information
Builder: K. HOVNANIAN Community: Lot: NA
Address: TBD
City: FT. PIERCE State: FL Zip: 34951
Air Leakage Test°Results Passing,results must meet either the Performance, Prescriptive,orER/Method
O P,RESCRIPTIVE.METHOD-The building or dwelling unit shall betested and verified as havingan air leakage rate of not exceeding 7 air
changes per hour at a pressure of•0.2: inchw.g. (50 Pascals) in Climate Zones 1. and 2.
0. PERFORMANCE or ERI METHOD -The building or, dwelling unit shalhbe tested,and,Gerified as _havingan.airleakage rate of not exceeding
I.the selected'ACH(5g): value, as shown on Form'R405-2017 (Performance) or R406-20,17 (ERI), section,labeled' as infiltration; sub -section ACH50.
ACH(50) specified on. Form R465-2017-Energy Calc: (Performance) or R406-2017{ERI):' L 7.000
x 60 _ 14059 — 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 (1) or an approved third party. A wriften 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 lest, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
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 1:25:10 PM EnergyGauge® USA 6.0.03 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
-�- wrightsoftr Load Short Form
Entire House
r
For: WATERSTONE LOT-59
TBD, FT. PIERCE, FL 34951
Htg Clg
Outside db (°F)
43
91
Inside db(°F)
70
75
Design TD (°F)
27
16
Daily range
-
L
Inside humidity (%)
40
50
Moisture difference (gr/lb)
11
59
Method
Construction quality
Fireplaces
Job:
Date: Apr 16, 2020
By:
Infiltration
Simplified
Semi -tight
0
HEATING EQUIPMENT
COOLING EQUIPMENT
Make Goodman Mfg.
Make Goodman Mfg.
Trade GOODMAN, JANITROL,
AMANA DISTI...
Trade GOODMAN, JANITROL, AMANA DISTI...
Model GSZ140301A*
Cond GSZ140301A*
AHRI ref 4888616
Coil AR*F193116C*
AHRI ref 4888616
Efficiency
8.6 HSPF
Efficiency 12.0 EER, 14 SEER
Heating input
Sensible cooling 20160
Btuh
Heating output
28000 Btuh @47°F
Latent cooling 8640
Btuh
Temperature rise
27 °F
Total cooling 28800
Btuh
Actual air flow
960 cfm
Actual air flow 960
cfm
Air flow factor
0.050 cfm/Btuh
Air flow factor 0.043
cfm/Btuh
Static pressure
0 in H2O
Static pressure 0
in H2O
Space thermostat
Load sensible heat ratio 0.68
ROOM NAME
Area
(ft2)
Htg load
(Btuh)
Clg load
(Btuh)
Htg AVF
(cfm)
Clg AVF
(cfm)
OWNERS SUITE
178
2811
3700
141
161
DINING AREA
147
2751
3455
138
150
GREAT ROOM
219
2849
3242
143
141
BEDROOM 4
150
1546
1629
78
71
KITCHEN
145
143
1709
7
74
OS BATH
60
60
239
3
10
OS WIC
64
1048
651
53
28
FOYER
151
978
813
49
35
MECH
17
17
389
1
17
HALL BATH
79
1034
493
52
21
BEDROOM 3
168
3852
3097
193
134
LAUNDRY
51
50
812
3
35
BEDROOM 2
147
1764
1720
89
75
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2020-Apr-17 05:40:44
ti wrightSof * RightSuite® U niv ersal 201212.1.05 RSU02818 Page 1
�a1 C:\UsemWasonlDocumentslWrightsofl HVAC\WATERSTONELOT-59.mp Calc=MJS Front Dcorfaces: E
Entire House
1607
19119
22112
960
960
Other equip loads
0
0
Equip. @ 0.95 RSM
21117
Latent cooling
10239
1
1 1
OTALS 1607 19119 31356 960 960
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2020-Apr-17 05:40:44
v wrightSOft' Right -Su ilegl U niv are a1201212.1.05 RSU 02818 Page
C:\Users\Jason\Documents\Wrightsoft HVAC\WATERSTONE LOT-59.rup Cato =MJS Front Door faces: E
-F- wrightsoft° Project Summary
Job:
Date: Apr 16, 2020
Entire House By:
Project Information
For: WATERSTONE LOT-59
TBD, FT. PIERCE, FL34951
Notes:
Design Information
Weather: Vero Beach Municipal AP, FL, US
Winter Design Conditions
Summer Design Conditions
Outside db 43 OF
Outside db
91 OF
Inside db 70 OF
Inside db
75 OF
Design TD 27 OF
Design TD
16 OF
Daily range
L
Relative humidity
50 %
Moisture difference
59 gr/lb
Heating Summary
Sensible Cooling Equipment Load Sizing
Structure 16698 Btuh
Structure
18029 Btuh
Ducts 2421 Btuh
Ducts
4083 Btuh
Central vent (0 cfm) 0 Btuh
Central vent (0 cfm)
0 Btuh
Humidification 0 Btuh
Blower
0 Btuh
Piping 0 Btuh
Equipment load 19119 Btuh
Use manufacturer's data
n
Rate/swing multiplier
0.95
Infiltration
Equipment sensible load
21117 Btuh
Method Simplified
Latent Cooling Equipment Load Sizing
Construction quality Semi -tight
Fireplaces 0
Structure
9151 Btuh
Ducts
1088 Btuh
Heating Cooling
Central vent (0 cfm)
0 Btuh
Area (ft2) 1607 1607
Equipment latent load
10239 Btuh
Volume (fte) 13984 13984
Air changes/hour 0.26 0.14
Equipment total load
31356 Btuh
Equiv. AVF (cfm) 61 33
Req. total capacity at 0.70 SHR
2.5 ton
Heating Equipment Summary
Cooling Equipment Summary
Make Goodman Mfg.
Make Goodman Mfg.
Trade GOODMAN, JANITROL, AMANA DISTI...
Trade GOODMAN, JANITROL,
AMANA DISTI...
Model GSZ140301A*
Cond GSZ140301A*
AHRI ref 4888616
Coil AR*F193116C*
AHRI ref 4888616
Efficiency 8.6 HSPF
Efficiency 12.0 EER, 14 SEER
Heating input
Sensible cooling
20160 Btuh
Heating output 28000 Btu h@47°F
Latent cooling
8640 Btuh
Temperature rise 27 OF
Total cooling
28800 Btuh
Actual air flow 960 cfm
Actual air flow
960 cfm
Air flow factor 0.050 cfm/Btuh
Air flow factor
0.043 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.
wrightsoft
44
2020-Apr-1705:4geI
.� Right -Suite® Universal 201212.1.05 RSU02818
��
Pee 1
C:\UsersWasonlDocumentslWrightsofl HVAC\WATERSTONE LOT-59.rup Cale =MJB
Front Door !aces: E
T-STAT SHALL BE WITHIN 3 FEET
HORIZONTALLY OF MAIN RETURN
c
K HOV4ANIAN
WATEK5TO N E LOT-59
ARMINA PLACE
FORT PIERCE, FL 54952
4/24T020 Florida Building C MRIM SHOP STAMP REVIEW w,FIPlan tden
Review Is for general compliance with the Construction Documents.
Respponsibility for correctness of dimensions, details, quantities and safety
PWAIOA,09PA�un OF duringfabrication Iles solely with the contractor.
Business & Professional
,, Regulation
r, II No Exceptions Taken Reviewed Br• Dawn Boggio-Korbelak
M Rejected:
BCIS Home I Login I User Registration I Not Topics I Submit Surcharge I Stats & Facts I PubliraUons I Contact Us I BCIS Site Map I Unks I Search
dpr 4,z8,2o ,�_
a1 "" Product Approval
USBR: Public user
Product ARoroval Menu > Product or Agolication Search > Bgolicatlon Llst> Application Detall
FL #
FL21637-R6
Application Type
Revision
Code Version
2017
Application Status
Approved
GAaA'k
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived O
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
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By Steven M. Urich, PE
2 Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) AAMA 506 " "'S'O 2Q11
AAMA/WDMA/CSA 101/I.S.2/A440 2008
AAMA/WDMA/CSA 101/I.S.2/A440 2011
Equivalence of Product Standards
Certified By
FILE COPY
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_dtl.aspx7param=wGEVXQwtDgs9xV7TjKGeecQb2JXWyWrila/o2faFQMzcvxO°/P2bWwOJaurmQ%3d%3d 1/3
4124/2020 Florida Building Code Online
Date Approved 03/26/2020
Summary of Products
FL fr
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.pdf
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +45/-45
10/14/2021
Other: 1-C-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
FL21637 R6 AF 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
FQ1637 R6 C CAC APC 16016.pdf
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.p9
Created by Independent Third Party: Yes
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
EL21637 R6 IL 08-03042B.pdf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL21637 R6 AE 514079A.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.pdf
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.pdf
Verified By: Luis 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 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(1814311820.05-106-12-RS 1620
Approved for use outside HVHZ: Yes
SH(051523).pdf
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 If 08-03454A.odf
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 751nsulated 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:llww .floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs9xV7TjKGeecQb2JXNyWril%2faFQMzcwO%2bVNvOJaurmQ%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 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 Pecora 896 silicone. Created by Independent Third Party: Yes
Evaluation Reports
FL21637 R6 AE 513921B.pdf
Created by Independent Third Party: Yes
Back Nexl
Contact :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: PHvacv j,,U,, ,,t:: Acceesibllity 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 Sectlon 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 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 available to the public. To determine If you are a licensee under Chapter 455, RS., please click here.
Product Approval Accepts:
® ® ® °Z=t ''®'
Credit Card
Safe
Mips:/Avww.floridabuilding.org/pr/pr app_dtl.aspx?pamm=wGEVXQwtDgs9xV7TjKGeecQb2JXWyWd1%2faFQMzcwO%2bWwOJaurmQ%3d%3d 3/3
L. Roberto Lomas P.E.
1432 Woodford Rd.
Lewisville NC, 27023
434-688-0609
r1Iornas@lr1ommpe.com
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. ReportNo.: G9384.01-109-47 signed by Timothy J. McGill
Architectural Testing, Inc., York PA.
AAMA/WDMA/CSA 101/I.S.2/A440-11
Design pressure: 367.20psf
Waterpenetration 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 El300-04/09.
• 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 1 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
1111
JN�J�S C E Ntb'�,/��%
_ ir• 0,0, 5 •• W
�•��TAT�w
0,
'°�` ��ORIOP• Cep:
Si%111��C���\
Luis R. Lomas, P.E.
FL No.: 62514
01/20/2020
(Validalor / 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.2/A440-11
LC-PG50'S40x1829(37x72)-H
Negative Design Pressure = -67 psf
COMPANY AND CODE
CPD NO.
SERIES MODEL & PRODUCT
MAXIMUM SIZE TESTED
DESCRIPTION
1620 SH (FIN, FLANGE &
FINLESS)
FRAME
SASH
MI Windows & Doors, LLC
16572
(PVC)(O/X)(OG)(INS GL)
940 mm x 1829 mm
867 mm x 902 mm
Code: MTL
(MODIF)(REINF)(TILT)
(3'1" 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. 6111)
Evaluated for Certification: May 4, 2017
at
A oci ted Laboratories, Inc.
Authorized for Certification: May 4, 2017
AmerWn 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.
S. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
S. 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.
R04MNS
REV OESCRIPiION 'AR'APPRWE�
A REVISED ANCHORS 02/2]/L. R.L.
15. FOR ANCHORING THROUGH FIN INTO METAL STRUCTURE USE #6 EMS 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 IWO 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,ODOPSI MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KS1/FU=52KS1 OR
ALUMINUM 6063—T5 FU=3OKSI 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.
TABLE OF CONTENTS '
SHEET NO.1 DESCRIPTION
1 NOTES
2 — 3 ELEVATIONS
4 — 16 INSTALLATION DETAILS
17 1COMPONENTS
SIGNED: O1/28/2020
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ. PA 17030-0370
N, v
SERIES 1620 SH REINFORCED
*•
IMPACT — 52" X 75"
NOTES
—y
y
oRAwu:
owc uo.
aEv
R.L.
OB-03042
A
'cA� NTS 0"RE 11/3D/15 sneET1 OF 17
2 WOODFORD RO LEWISVIUE. NO 27023 I Luis R. LOmOS P.E.
4u-68a0609 manaspinomesm.mm FL N.
62514
7
FR
HEI
j— 52 1/8" FRAME WIDTH —I
4" MAX
/
13 1/4-
MAX D.C.
O
5"
WE
GHT
4" MAX
/
X
4
0'
1620 SH REINFORCED
RECTANGULAR
EXTERIOR VIEW
FINLESS & FLANGE INSTALLATION
NOTES:
1. SASH SIZE. 49172'X37174-
Z D.L0.:4712'XMN4'
4" MAX
13 1/
MAX O.C.
75"
FRAME
HEIGHT
\\\ 4" MAX "
FOR NUMBER
OF ANCHORS
REQUIRED
SEE CHART #1
REINFORCED
52 1/8" FRAME WIDTH —
O /// Iki9Rt
r 4.0
ae.00
/
X
4
0'
1620 SH REINFORCED
DESIGNER
EXTERIOR VIEW
FINLESS & FLANGEINSTALLATION
DESIGN PRESSURE RATING
IMPACTRARNG
±50.OPSF
LARGE
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE
FORADD177ONAL SIZES SEE CHART#1
52 IA' X 75" UNIT SHOWN. OTHER SIZES APPROVED AS CONGAS
FRAMEAREA DOES NOT EXCEED 27.14-F1%
REVISIONS
OESCRIPIION MM APIRWEO
REVISED ANCHORS 02/27/18 R.L.
FOR NUMBER 7/8"
OF ANCHORS 3/32" ANN
REQUIRED
SEE CHART #1 0.090" PVB BY KURARAY
1/8" ANN — 3/32" ANN
TRUSEAL
SPACER
SYSTEM
1/2" BITE O
GLAZING DETAIL
SIGNED: Of/28/202(
tiii WOWS LC.
6ID
WEST MARKET STREET
GRATZ. PA 17036-0370
'`may •LNG ENg�'�.'9ji�
o
SERIES 1620 SH REINFORCED*•
IMPACT - 52" X 75"
FINLESS & FLANGE ELEVATIONS
�7�CcO+*
-i .// TeiT •�
�y �• TAT OF ty
%�'PFS';[ORIOP G� �
DRAWN:
0- NO.
REv
DB
A
NA1�E!`\`\`
Lllls R. Lomas P.E.
FL No.: 62514
Sai NTS MTE 11/30/16 SH F022 OF 17
LROBERTOLOMASPX.
1434VA58"OHD pOLEWISNLLE, NG 27029
430b68069 9 Nwnss@I4omespe.com
7
FR
HEI
3" MAX
3 MAX
8" MAX D.C.
i"
,ME
3HT
AX
i 3" MAX
1620 SH REINFORCED
RECTANGULAR
EXTERIOR VIEW
RNINSTALLATION
NOTES:
1. SASH SIZE: 491/2'X37114'
2. D.L.0.:47 ffi'X33314'
RMSIONS
�ESCRIPiION MiE APPROVE
REVISED ANCHORS 02/27/18 R.L.
52 1/8" FRAME WIDTH —
MAX 3" MAX
8" MAX O.C. —
3" MAX
FOR NUMBER
3" MAX
FOR NUMBER
OF ANCHORS
REQUIRED
r
OF ANCHORS
SEE CHART #2
REQUIRED
A/
SEE CHART #2 1
8" MAX O.C. /
T
75"
FRAME
HEIGHT
REINFORCED
DESIGN PRESSURE RATING
IMPACT RATING
t60.OPSF
LARGE
MISSILE IMPACT
MISSILE LEVEL D, WINOZONE 3
FORADDITIONAL SIZES SEE CHARTi12
52118'X75' UNIT SHOWN. OTHER SIZES APPROVEDAS LONG AS
FRAME AREA DOES NOT EXCEED 27.14' FTP
V
1620 SH REINFORCED
DESIGNER
EXTERIOR VIEW
FIN INSTALLATION
F, ..iqhl 1<
7/8"
—
3/32" ANN
0.090" PVB BY KURARAY
1/8" ANN
3/32" ANN
TRUSEAL
SPACER
SYSTEM
1/2 *
/2" BITE
GLAZING DETAIL
SIGNED: 0112812020
MI WINDOWS
EST MAR ET STREET
\\\\\\51Vt.L
'`\'5
GRATZ, PA 17030-0370
•��(;ENSF'ps��
�'k• 0
SERIES 1620 SH REINFORCED
IMPACT - 52" % 75"
FIN ELEVATIONS
�]Rx�/+'k=
!y'G�E •CE
�O• TAT OF ....Z
���Fs=.[ORIUP G\e\�
M. uo.
RIN
08503E032
A
',,'S/OIIIAIL
1110?\\\\
NTS °ATE 11/30/16 OF
17
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
Y- : TO BE SET
APPROVEDIN A BED OF
sGXL`, �I■
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS.
NOT SHOWN FOR CLARITY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
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
I
7/16" MIN.
EDGE DISTANCE
#8 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
REV OESCRIPl10N RENSIONS MiE APPROVED
A REVISED ANCHORS 02/27/18 1 R.L.
/4" MAX.
SHIM SPACE
INTERIOR
EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR2X BUCKINSTALLATION
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 1620 SH REINFORCED
IMPACT — 52" X 75"
FINLESS INSTALLATION DETAILS
DRAWN: Owc ND.
R.L. 08-03042
SOAUZ NTS JDAB 11/30/16 SHuU4 OF 17
LROBERTOLOMASP.E.
IA W000FCRDRDLEWISVILLENC2M3
4N-66M O9 dkRRRsLWWOMssp .MM
SIGNED: 0112812020
..11111I1n..
Luis R. Lomas P.E.
FL No.: 62514
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
1/4" MAX.
SHIM SPACE
HEAD TO BE SET
IN A : :
APPROVED
EXTERIOR
INTERIOR
eeJ�yN `C`=, �I ■
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
BACKER ROD U
& APPROVED
SEALANT 1/4" MAX.
F SHIM SPACE
METAL
STRUCTURE —�
BY OTHERS
VERTICAL CROSS SECTION
METAL STRUCTUREINSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWNFORCLARITY.
2. PERIMETER AND JOINTSEALANTBYOTHERS TO BE
DESIGNED INACCORDANCE WRHASTM E2112
7/16" M�
EDGE
DISTANCE
#8 SMS OR �
SELF DRILLING
SCREWS
METAL
STRUCTURE BACKER ROD
BY OTHERS & APPROVED
SEALANT
R"SIONs
REV DESCRIPTION p4iE AllR D
A REVISED ANCHORS D2/27/18 I R.L.
1/4" MAX.
rSHIM SPACE
- INTERIOR
EXTERIOR
JAMB INSTALLATION DETAIL
METAL STRUCTUREINSTALLATION
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 1620 SH REINFORCED
IMPACT - 52" X 75"
FINLESS INSTALLATION DETAILS
DRAWN: pWG N0.
R.L. 08-03042
SME NTS DAZE 11/30/16 5XE1i5 OF 17
L ROBERTOLOMAS P.E
1432WOODFORDRDLEWISVILLE NC27023
I30-SB&06o9 NanazL�llDmazpe.rom
SIGNED: 0112812020
Luis R. Lomas P.E.
FL No.: 62514
RENSIONS
REV OESCRIPHDN
MlE APPROVED
CONCRETE/MASONRY
- e
A REVISEO ANCHORS
02/27/18 R.L.
BY OTHERS
a°
-
e� °
OPTIONAL IN BUCK
a'•
SEE NOTES 3 — 7
SHEET 1
1 1/4" MIN.
_ 1/4" MAX.
EMBEDMENT
SHIM SPACE
CONCRETE/MASONRY
BACKER ROD
& APPROVED
�p�
1/4" MAX.
BY OTHERS
SEALANT
oL
SHIM SPACE
OPTIONAL IN BUCK
HEAD TO BE SET
SEE NOTES 3 — 7
IN A BED OF
SHEET 1
APPROVED SEALANT
INTERIOR
3/16" TAPCON •, y •a
�+^
p® �❑
e
EXTERIOR
INTERIOR
I
2
�❑ ❑
•
MIN.
EDGE
���
a
DISTANCE
pf O
SILL TO BE SET
-,
EXTERIOR
BACKER ROD
IN A BED OF
& APPROVED
APPROVED SEALANT
BACKER ROD
SEALANT
O1=1 1/4" MAX.
& APPROVED
OPTIONAL 1X BUCK
SEE NOTE 3 7
4q ❑
SHIM SPACE
SEALANTT
JAMB INSTALLATION DETAIL
SHEET 1
CONCRETE/MASONRYINSTACLATION
CONCRETE/MASONRY
BY OTHERS
-'
.a
,
,a
SIGNED: 0112812020
°
,� ,
MI DOORS,370T ��.
WIN
.°•
650 WEST MARKET
O''PJ+�y
VERTICAL CROSS SECTIONGRATZ
``st\l\\ CEN
�. F
CONCRETE/MASONRYINSTALLATION
SERIES 1620 SH REINFORCED
*• pyC�1'$ *=
IMPACT - 52" X 75"
— (�(1r�1c/iM�/I•z
FINLESS INSTALLATION DETAILS
jpT OF •y.fame,,`
DR M
D. N0. REV
NOTES:
1. INTERIORAND EXTERIORBYOTHER$
R.GLE
OB A
/O111110?\`\\
OTSHOWNFO CLARRY.INISHES,
NTS
DATE 11/30/16 sNEFIS OF 17
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED INACCOROANCE WITHASTME2112
L. ROSERDLEWISSP.E'
Luis R. Lomas P.E.
1<32WOO-0609 RDLEWISVILLE, NC2J0T3
FL No.: 62514
0.69ti8&0609 �IlomazQlRumaspe.mm
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
I
1/4" MAX.
SHIM SPACE
HEAD O BE SET
D OF
ROVED SEALANT
ieN[ �I■
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCKINSTAIJATION
NOTES.-
1. INTERIOR AND EXTERIOR FINISHES BYOTHERS,
NOT SHOWN FOR CLARTTY.
P. PERIMETERANDJOINTSEALAMBYOTHERSTOSE
DESIGNED INACCORDANCE WITHASTM E2112
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1/4" MAX.
HIM SPACE
REV DESCRIPTON WiE PPPRWED
A REVISED ANCHORS 02/2]/is R.L.
1 1/4" MIN. 1/4" MAX.
EMBEDMENT SHIM SPACE
INTERIOR
7/16" MIN. � EDGE DISTANCE rrm
B WOOD J �❑ e
SCREW 0
WOOD FRAMING
OR 2X BUCK EXTERIOR
BY OTHERS
BACKER ROD
& APPROVED
SEALANT JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED: 0112812020
MI WIONDOWS DOORS, LREET LC.
�7j''i
WEST MARKET
`\`�Y\5119IIIL
'`s�i•�\GENS�:giP��
GRATZ, PA 17030-0370
p,•525 *�
SERIES 1620 SH REINFORCED*•
IMPACT — 52" X 75"
—//`�jl(�{r�1/��W�
FLANGE INSTALLATION DETAILS
y' STATE OF •p
i:°GOR%'DV R��
UfUWN:
0- N0.
REV
08
A
'''SS/OI IIAl11V�G\``\
LNI$ R. Lomas P.E.
FL NO.: 82514
uic NTS DP16 11/30/16 sxO66r72 OF 17
L ROBERTO LOWS RE.
IA82 WOODFORDRD LEWISVILLE NC2>023
4N-68B0609 momaz@IMmazpa.rom
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
1/4" MAX.
SHIM SPACE
I All • TO BE SET
IN A • OF
APPROVED
EXTERIOR
ti'��FM�I I■
BACKER ROD
& APPROVED
SEALANT
METAL
STRUCTURE
BY OTHERS
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED INACCORDANCE WIMASTM E2112
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1/4" MAX.
SHIM SPACE
ftMSIONS
06CRIPTION 041E APPROVE -
REVISED ANCHORS 02/2T/18 R.L.
_ 1/4" MAX.
SHIM SPACE
INTERIOR
7/16" MIN.
/j8 EMS 0R
SELF DRILLING
u❑
SCREWS
o
TERIOR
METAL
STRUCTURE BACKER ROD
BY OTHERS & APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED: 0112812020
MI
REETLC.
50WINDOWSTMAR ET STREET
\\\\N\51.R11�0p�V'
GRATZ, PA 17030-0370
p,•5j51 3L'�
`�•'(r�/��nO•+
SERIES 1620 SH REINFORCED*•
IMPACT - 52" X 75"
'
FLANGE INSTALLATION DETAILS
per; STATE OF
�i•� 'cGORl01;•� ��
DRAWN:
DWO NO.
REV
OB
A
,��/STONA 110�6```\
Luis R. LOTOS P.E.
FL NO.: 62514
NTS W1E 11/30/16 sOxcE162 OF 17
L 1308EHi0 LOMAS RE
1432WDODTORDRDLEWISVILLENC27023
434-666-0609 rllomus@Nomazpe.wm
REVISIONS
REV DESCRIPTION
M1E PPPRG D
CONCRETE/MASONRY
A REVISED ANCHORB
02/27/18 R.L.
BY OTHERS
-
a°
OPTIONAL 1X BUCK
•
- °a
°'�
1 1/4" MIN.
1/4" MAX.
SEE NOTES 3 — 7
EMBEDMENT
_
SHIM SPACE
SHEET 1
CONCRETE/MASONRY
�L
BY OTHERS
BACKER ROD
& APPROVED
��
LJn
1/4' MAX.
�
•i
SEALANT
U
SHIM SPACE
��
OPTIONAL 1X BUCK
SEE NOTES 3 — 7
HEAD TO BE SET
SHEET 1
a •° "
IN A BED OF
INTERIOR
APPROVED SEALANT
3/16" TAPCONp
,
ca
o
nel
EXTERIOR
INTERIOR
O
MIN.
EDGE
a
DISTANCE
EXTERIOR
a <
SILL TO BE SET
BACKER ROD
IN A BED OF
BACKER ROD
& APPROVED
APPROVED SEALANT
& APPROVED
SEALANT
SEALANT
OPTIONAL IN BUCK
- 0 1 /4" MAX.
JAMB INSTALLATION DETAIL
SEE NOTE 3 — 7
��
o SHIM SPACE
CONCRETE/MASONRYINSTALLATION
SHEET 1
CONCRETE/MASONRY
BY OTHERS
°a
-
SIGNED: 0112812020
.•
•
MI LC.
VERTICAL CROSS SECTION
GR WEST MARK STREET
F'9ji5,
ATZ, PA 0o
`��rVGEN
CONCRETE/MASONRY
INSTALLA77ON
SERIES 1620 SH REINFORCED*•
p 51 *=
IMPACT - 52" X 75"
FLANGE INSTALLATION DETAILS
7-j TATE OF
DRawN:
OwD No.
,•ft�y\
NOTES:
1. INTERIOR AND E)CERIORINISHES,BYOTHERS.
OB A
'//AS/OIIIAIi
NOT SHOWN FOR CLARITY.
sO2
SCALE NTS o^TE 11 /30/16 EET9OF 17
2. PERIMETER AND JOINTSEALANTBYOTHERS
TO BE
DESIGNED INACCORDANCE WIMASTME2112
L RD6ERT0 LOWS R.E.
Luis R. Lomas P.E.
10.32WOODFORDRDLEWISVILLGNC2T023
FL No.: 62514
4306380699 Tomaz®Itrwnaz{'e.mm
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1� ' tl SHIM SPACE
HEAD TO BE SET
IN A BED OF
APPROVED SEALANT
INTERIOR
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS
NOTSHOWNFORCLARITY.
2 PERIMETERANDJOINTSEALAWBYOTHERSTOBE
DESIGNED INACCORDANCE WITHASTM ER112
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
/4" MAX.
IIM SPACE
1 1/4" MIN.
EMBEDMENT
I
7/16" MIN.
EDGE DISTANCE
RMSIONS
REV OESCRIMON ROLE MpROVEO
A REVISED ANCHORS D2/27/18 R.L.
1/4" MAX.
SHIM SPACE
INTERIOR
#8 WOOD
SCREW
WOOD FRAMING
n
O
OR 2X BUCK
EXTERIOR
BY OTHERS
BACKER ROD
& APPROVED
JAMB INSTALLATION DETAIL
SEALANT WOODFRAMINGOR2XBUCKINSTALLATION
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 1620 SH REINFORCED
IMPACT — 52" X 75"
FLANGE INSTALLATION DETAILS
oRAwu:
ows No.
R.L.
08-03042
SCREE NTS
MIE 11/30/16 JSHEFJO OF 17
L. ROBERTO LOMASP.E.
SIGNED., 0112812020
Luis R. Lomas P.E.
FL No.: 62514
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
1/4" MAX.
SHIM SPACE
HEAD TO BE SET
N A BED OF
APPROVED SEALANT
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
BACKER ROD
& APPROVED
SEALANT 1MAX.
9Lr� SHIM
SPACE
ETAL
STRUCMTURE —�
BY OTHERS
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES.
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWNFORCLARTTY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED INACCORDANCEWITHASTM E2112
RPASIONS
DESCRIPTION DATE APPRWEO
REVISED ANCHORS 02/27/18 R.L.
_ 1/4" MAX.
� SHIM SPACE
7/1INTERIOR
6" MIN.
EDGE e
DISTANCE
$B SMS 01 R
SELF DRILLING
SCREWS
�❑ 0
METAL Q� EXTERIOR
STRUCTURE BACKER ROD
BY OTHERS & APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTUREINSTALLATION
SIGNED. 0112812020
MI WINDOWS LC
ft.LOWz
0WEST MARKET STREET
N�\SI
GRATZ, PA 17030-0370•y\r
EN&' :'p
=1k• o„6t6
`AI((t,�7/ts'tm
SERIES 1620 SH REINFORCED
IMPACT — 52" X 75"
FLANGE INSTALLATION DETAILS;
STATE OF •{�,`
ORM
DRAWN :
Dwc uD.
REV
OB 42
Olt
A
XX7781ONAIlE�X���
Luis R. LORIOS P.E.
FL No.: 62514
sx0E
:rxE NTS wiE 11/30/16 OF 17
LROBERTOLOWSHRE.
1432Y/000FORDROLSVIISVILLS,NC2)0W
d 4-696-0609 111mnas@Irlomaspe.mm
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1X BUCK
SEE NOTES 3 — 7
SHEET 1
BACKER ROD
& APPROVED
SEALANT
�a
1/4" MAX.
71NABEDOF
SHIM SPACE
HEAD BE SET
, ,,,,,,,
APPROVED SEALANT
INTERIOR
SILL TO BE SET
BACKER ROD
IN A B
BED OF
& APPROVED
APPROVED SEALANT
SEALANT
O 1/4" MAX.
O�SHIM
OPTIONAL 1X BUCK
SEE NOTE 3 7
o SPACE
4q
SHEET 1
CONCRETE/MASONRY
BY OTHERS
Qa •
n
e ..
VERTICAL CROSS SECTION
CONCRETEAM SONRY INSTALLATION
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWNFORCLARTTY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED INACCORDANCE WITH ASTM E2112
RNSIONS
OESCRIPRON 64iE MpROVEO
REVISED ANCHORS 02/27/18 R.L.
1 1/4- MIN.
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1X BUCK "
SEE NOTES 3 — 7 1/4" MAX.
SHEET 1 .° SHIM SPACE
INTERIOR
3/16" TAPCON
.cam
I e
2 �❑ o
MIN. D
EDGE D
DISTANCE EXTERIOR
a
BACKER ROD
& APPROVED JAMB INSTALLATION DETAIL
SEALANT CONCRETEMASONRY INSTALLATION
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 1620 SH REINFORCED
IMPACT — 52" X 75"
FLANGE INSTALLATION DETAILS
ORRWN: OWG N0. REV
R.L. 08-03042 A
SCRIP NTS ' 11/30/16 1 S80712 OF 17
SIGNED: 0112812020
Luis R. Lomas P.E.
FL No.: 62514
APPROVED
SEALANT
BEHIND FIN
#6 WOOD
SCREW
3/8" MIN
EDGE DISTANCE
J�x`�-, IGI ■
3/8" MIN
EDGE DISTANCE
6 WOOD
SCREW
APPROVED
EMBEDME
SEALANT
BEHIND FIN
VERTICAL CROSS SECTION
WOOD FRAMING OR2X BUCK INSTALLATION
NOTES.
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETERANDJOINTSEALAMTBYOTHERSTOBE
DESIGNED IN ACCORDANCE WON A STM E2112
WOOD
FRAMING
BY OTHERS
_ 1/4" MAX.
SHIM SPACE
1/4" MAX
SHIM SPACE
WOOD
FRAMING
BY OTHERS
RM510N5
DESCRIPTION W.iE I APPRWEO
REVISED ANCHORS 02/27/18 1 R.L.
_ 1/4" MAX
SHIM SPACE
WOOD FRAMING \ Ul
BY OTHERSDINTERIOR
SCREW
1 1/2•
MIN.
EMBEDMENT
pp
g
lull
APPROVED
0
SEALANT
BEHIND FIN
3/8" MIN
EXTERIOR
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMING 0172X BUCKINSTALLATION
SIGNED: 0112812020
N11 WI�NDOWSWESTMKET &RDOORREETLC.
jz
\�llit.L
"9S
GRATZ, PA 17030-0370
`y•y,r Ft'6,
p•,5�57/T:scO��*_
SERIES 1620 SH REINFORCED*•
IMPACT — 82" %
FIN WITH J CHANNEL INSTALLATION DETAILS
ATI
Z-7 B �C
�p TAT OF W`
0, • All p
ORIO"
)UMNWG
N0.
REV
08 3042
A
pA/S�pNA11�N\���
S E — s0
EET
NTS 11/30/16 13 OF 17
LDIS R. Lomas P.E.
FL NO.: 62514
LROBERTOLOMASPE.
iG92WOODWRDRDLEWISWUE;?102023
A%d "W9 `llamas@lndmaspd.cam
BEHIND FIN
#6 SMS OR
SELF DRILLING
SCREW
3/8" MIN
EDGE DISTANCE
C�j
a�MLY� '.■
METAL STRUCTURE
BY OTHERS
1/4" MAX.
SHIM SPACE
1/4" MAX
r SHIM SPACE
3/e" MIN
EDGE DISTANCE
#6 SMS OR
SELF DRILLING
METAL STRUCTURE
BY OTHERS
SCREW VERTICAL CROSS
SECTION
APPROVED METALSTRUCTUREINSTALLAT/ON
SEALANT
BEHIND FIN
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWN FOR CLARITY.
2. PER/METERANDJO/NTSEALANTSYOTHERSTOBE
DESIGNED IN ACCORDANCE WITH ASTM E2112
RVASIONS
D6CRIPVON N.iE APPROVED
REVISED ANCHORS 02/2T/18 R.L.
_ r1/4" MAX
SHIM SPACE
METAL STRUCTURE —�
BY OTHERS
N ERIOR
SMS OR
SELF
DRILLING
SCREW y
APPROVED
SEALANT
BEHIND FIN
EXTERIOR
3/8" MIN
EDGE DISTANCE
JAMB INSTALLATION DETAIL
METAL STRUCTUREINSTALIATION
SIGNED: 0112812020
Nib LC.
lL7o�''Ai
650 STREET
0 WEST MARKET
\```X\5 Ft.
GRATZ, PA 17030-0370
y .%CENy+�•Pji
#_
SERIES 1620 SH REINFORCED*.�%{
IMPACT 5S X
!�(rL�•10�61/f
FIN WITH J CHANNEL INSTALLATION DETAILS
E ATI
a ' S E
�A • $TAT OP
��"F:•'�[ORIOe;•�?w��
DRAwN:
nxc N0.
REv
08 42
A
',,7ssj/DjNA;IE�G`��
Luis R. LOTO$ P.E.
FL NO.: 62514
iCLLE NTS w.*L 11 /30/16 sOx �014 OF 17
L ROBERTO LOMASP.E
1<32 WOOOFORO RO LEWISVILLE. NL 2T023
GSQEB8L609 Nwnasplrlanupe.mm
APPROVED
SEALANT
BEHIND FIN
#6 WOOD
SCREW
3/8" MIN
EDGE DISTANCE
. •. I r1
AI
3/8" MIN
EDGE DISTANCE
#6 WOOD
SCREW
APPROVED —---—
SEALANT
BEHIND FIN VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
L INTERIORANDEKTERIORFMISHESBYOTHERS.
NOTSHOWNFORCLARITY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED INACCORDANCEWITHASTM E2112
WOOD
FRAMING
BY OTHERS
1/4" MAX.
SHIM SPACE
1/4" MAX
SHIM SPACE
WOOD
FRAMING
BY OTHERS
RMSous
o6scRlPnox natc APPx D
REVISED ANCHORS 02/27/I6 IRL.
_ 1/4" MAX
SHIM SPACE
WOOD FRAMING
BY OTHERS'
//6 WOOD SCREW INTERIOR
1 1/2" ra o
MIN.
EMBEDMENT pp
APPROVED �❑
SEALANT b—
BEHIND FIN
3/8" MIN EXTERIOR
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCKINSTALLA71ON
SIGNED: 0112812020
tiii ID DOWS DOORREET LC.
Ill.
6 WESTM&R
S L0�//'
GRATZ. PA 17030-0370•yNGENs�"9iP��
0 6 *'
SERIES 1620 SH REINFORCED*•
IMPACT — 52N X
FIN INSTALLATION DETAILS
I
lu
�q] • TAT OF
}tb
DRAWN:
MG 40.
R6v
08 42
A
'',AS/o111�111�?\``\
Luis R. LOTos P.E.
iCAL6 NTS °"� 11/30/16 5"�075 OF 17
LROBERTOLOWSP.E
fm W000FORDROLEWISVII. NC27028
0. -68& 09 Aomas�lrbmasoe.rom
FL No.; 62514
APPROVED
SEALANT
BEHIND FIN
#6 SMS OR
SELF DRILLING
SCREW
3/8" MIN
EDGE DISTANCE
3/8" MIN
EDGE DISTANCE
#6 SMS OR
c
SELF DRILUNG
SCREW
VERTICAL CROSS SECTION
APPROVED
METAL STRUCTURE INSTALLATION
SEALANT
BEHIND FIN
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS.
NOT SHOWN FOR CLARITY.
2. PERIMETERAND JOINTSEALANTBY OTHERS TO BE
DESIGNED INACCORDANCEYMASTM E2112
METAL STRUCTURE
BY OTHERS
1/4" MAX.
SHIM SPACE
/4" MAX
SHIM SPACE
METAL STRUCTURE
BY OTHERS
RENSIONS
DMCRI"ON ATE I PROVED
REVISED ANCHORS 02/27/18 1 R.L.
_ 1/4" MAX
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
SIGNED: 01/28/2020
MI WINDOWS LC.
0T ET STREET
650 MARKET
E
GRATZ, PA 17030-0370
` yy\G NoF9iP�i
*• 5 +1'�
SERIES 162D SH REINFORCED
IMPACT — 52" X 75"
FIN INSTALLATION DETAILS
gip: STATE OF •yt�
owc uo.
REv
08
A
1oIIlAl110?\\\\
LDIS R. Lamas P.E.
FL NO.: 62514
503L042 16 OF 17
NTS °9iE 11/30/16
L.ROSERTOLOMASP.E
1C92WOODFORDRDLEWISVILLENC21029
<U4E 609 rlkmesidlrWnssPO.mm
01
3 3/16"
o
2 5/16"
HEAD/JAMB FINLESS
EXTRUDED PVC (V-1008)
3 1.
3333/16"
6
HEAD/JAMB FIN INSTALLATION
EXTRUDED PVC (V-1007)
3 1/4" —
0 1/
SILL FINLESS
EXTRUDED PVC (V.1013)
I-- 3 1/4" -i
'2�r_
B.
SILL FIN INSTALLATION
EXTRUDED PVC (V-1012)
3/16"
o¢�
2 13/16 LJ
HEAD/JAMB WITH FLANGE
EXTRUDED PVC (114010)
3 1/4"
2 13/16"
H-1-DgpOD4
HEAD/JAMB WITH FLANGE
EXTRUDED PVC (VE-000025)
1 1/4"
3 13/16" r=1L� JJl—I0� Qglrp4 3 5/6"
1 3/4"
L
BOTTOM SASH/STILE
wrAnnnneQ cm11A107AI I ATInA1 eB l MAI IAICTAI l ATlnA1 EXTRUDEDPVC(V-670)
H—� 1 1/8"
7/8"
STILES
REINFORCEMENT
ALUMINUM 6063-T5 (M-2266)
WITH J-CHANNEL
EXTRUDED PVC (P-1011)
nZpp'�!
nnzlo
MEETING RAIL
REINFORCEMENT
ALUMINUM 6063-TS (AE-000162)
15/16"
J_rF
1/2"
LOCK RAIL
REINFORCEMENT
ALUMINUM 6063-T5 (M-2115)
RENSIONS
RN pESCPIPiION I pAIE APPRO '
A REVISED ANCHORS 02/2]/10 R.L.
SILL WITH FLANGE
EXTRUDED PVC (V.1015)
2 5/8"
SILL WITH FLANGE
EXTRUDED PVC (VE-000021)
1 1/4'
b�
�1❑I��1�f 2 3/16"
O aLJ�
MEETING RAIL
EXTRUDED PVC (V-1016)
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 1620 SH REINFORCED
IMPACT — 52" X 75"
COMPONENTS
— 1 1/2"
1 3/4"
�❑
BOTTOM SASH?OP RAIL
EXTRUDED PVC (V-675)
1 3/4
4"
BOTTOM SASH/BOTTOM RAIL
EXTRUDED PVC (V.672)
R.L. 1
08-03042
SME HIS -E 11/30/16 S-EU17 OF 17
L ROBERTOLOMASP.E.
W2W000FORO RO LEWISVILLE. Na2702S
434-62Ad699 rllmnss@IAwnazpe.rom
13/11 6.,
GLAZING IN�GG BEAD
RIGID PVC (V-676)
SIGNED: 0112812020
Luis R. Lomas P.E.
FL No.: 62514
4/24/2020 Florida Building C r� ' ' SHOP STAMP REVIEW Iutn/Plan taen
Review Is for general compliance with the Construction Documents.
Responsibillty for correctness of dimensions, details, quantities and safety
OF
du ring fabrication lies solely with the contractor.
: Professional
, , Regulation DI No Exceptions Taken Reviewed By: Dawn B09910-Korbelak
ClBusiness Rejected:
BCIS Home I Login I User Registration I Hot Topics I Submit Surcharge Stats & Facts I Publications I contact us I BCIS Site Map I Links I Search I
54/28/20 !1 P,�IProduct Approvaldb'au'lUSBR: Public User
Product Agoroval Menu > PrctivR or Agolicatlan Search > Application List> Application Oe[all
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
FBl'S332=R5
Revision
2017
Approved
0
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
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
0 Evaluation Report - Hardcopy Received
c�,/�'y
"VISION
ISION
Florida Engineer or Architect Name who developed the Luis Roberto Lomas `y
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
RJ Validation Checklist - Hardcopy Received
Certificate of Independence
FL15332 R5 COI FLCOI.p>f FILE COPY
Referenced Standard and Year (of Standard)
Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2008
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
hftps://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTyMW9wxhwpTl FkhOfDHBW5w°/a3d%3d 1/4
4/24/2020 Florida Building Cade Online
Date Submitted 06/18/2019
Date Validated 06/19/2019
Date Pending FBC Approval 06/24/2019
Date Approved 08/13/2019
Summary of Products
FL #
I Model, Number or Name
Description
15332.1
SERIES 420 ALUMINUM SGD
SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON -
REINFORCED
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FLI5332 R5 11 08-00500E.gdt
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 5108070.pd1
PRESSURE RATINGS
Created by Independent Third Party: Yes
15332.2
SERIES 420 ALUMINUM SGD
SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON -
REINFORCED
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FLI5332 R5 II 08-00498E.gpj
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 510805D.pdf
PRESSURE RATINGS
Created by Independent Third Party: 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
FL15332 RS iI 08-02248C.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
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 R5 II 08-02249C.odf
Approved for use outside HVHZ: Yes
Veri0ed 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 512969C.odf
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
FL15332 RS II 08-02250C.1ad_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 RS AE 512970C.odf
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
FL15332 R5 II FL16054 R6 II 08-01830D.pdff
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.gd
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
FL15332 R5 II FL16054 R6 If 08-01831D.&I
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:/Amw.fladdabuilding.orglpripr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTyMW9mhwpTIFkhOfDHBW5w%3d%3d 2/4
412412020
Florida Building Code Online
Design Pressure: N/A
FLI5332 RS AF FL16054 R6 AE 512518D.PAE
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 RS If 08-00501E.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 RS AE 510808D.pdf
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
FLI5332 RS II 08-00499F.W
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 510806D.Pdf
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 fI 08-00502E.p-dif
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 510809D.0df
PRESSURE RATINGS
Created by Independent Third Party: Yes
15332.11
SERIES 430/440 REINFORCED
SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96"
ALUMINUM SGD
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15332 R5 If 08-00503E.PILf
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 510810D.pAt
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
FL15332 R5 It FL16054 R6 II 08-01885D.gQf
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
FLI5332 R5 AE FL16054 R6 AE 512577D.pdf
Created by Independent Third Party: Yes
15332.13
Series 440 OXXX SGD Reinforced
Series 440 OXXX SGD Reinforced Nan Impact (Interior
Reinforcement)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15332 IS If FL16054 R6 II 08-01886D pol
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 512S78D.Wff
'
Created by Independent Third Party: Yes
Conte ❑ :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824
The State or Florida is an AA/EEO employee SS0.YSl9ht 2007-2013 State of Florida.:: Ipr vacv Statement:: Amesdifluj N 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 Sechon 455375(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide Me Department with an email address if they have one. The emails
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Depa rtment with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.s., please click berg,.
Product Approval Accepts:
https:/Aw .flaridabuilding.org/prlpr app_dtl.aspVparam=wGEVXQwtDgtH8572gvdWldku3BmvbCOTyMW9wxhwpTl FkhOfDHBWSw%3d%3d 314
4124/2020
Florida Building Code Online
Credit Card
Safe
https:IAw .floridabuilding.org/prlpr app_dtl.aspx7param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTyMWgmhwpTlFkhOfDHBW5w%3d%3d 4/4
L. Roberto Lomas P.E.
1432 Woodford Rd.
Lewisville, NC 27023
434-688-0609
rllomas@lrlomaspe.00m
Manufacturer: MI Windows and Doors LLC
650 West Market Street
Gratz, PA 17030
Product Line: Series 420 Aluminum SGD 96"x80 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 61 G20-3.005 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
AAMANUDMIA/CSA 101/I.S.2/A440-08
Design pressure: t40.Opsf
Water penetration resistance 6.Opsf
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 %" x 79"
• Approved configurations: OX, XO, XX, XP, PX, XIP and PIX
• 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 manufacturer's 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 produc(s).
1 of 1
V •v\CENSF•gcf'�`i
*0 51 •*= •4TATE OF
%O'°FS .'c�OR10P •G��e�:
ONAL1����`�
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. IX 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.
S. UNITS MUST BE GLAZED PER ASTM E13DO-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 DRILUNG SCREWS WITH
SUFFICIENT LENGTH TD 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
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-9D, GRADE N, TYPE 1 (OR GREATER).
D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM
15. APPROVED CONFIGURATIONS: OX. XO, XX, XP, PX, KIP, PIX.
TABLE OF CONTENTS
SHEET wo.1 DESCRIPTION
1 NOTES
2 — 3 ELEVATIONS
4 — 10 INSTALLATION DETAILS
RDASI00
DESCRIP v
SATE
I AG]R D
ADDED CHARTS
03/DS/12
R.L
REVISED PER NEW TESTING
10/29/13
R.L.
ADDED RANGE AND FIN INSTALLATIONS
12/06/13
R.L
REVISED INSTALLATION DETAILS
07/30/15
ILL
REVISED INSTALLATION DETAILS
06/20/17
R.L.
SIGNED; 0612012017
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ. PA 17030
SERIES 420 SGD
98" X 80" NON —REINFORCED
NOTES
TUTS °A� D2/23/09 08 sxaT 1 B OF 10 E '�Xijj1ONAj1E����`
L ROBERTO LOADS RE Luis R. Lomas P.E.
14V WOODFORD AD LEWISVIL14 NC27023 FL No.: 62514
4,14SHH-0609 Nomas(ilrlmresre.mm
96' MAX FRAME WIDTH
(2) ANCHORS PER LOCATION
SEE CHART #3
FOR NUMBER OF
LOCATIONS REQUIRED
17"
6• I - O.C.MAX 6" MAX
6' MAX
17"
MAX O.C.
BO" I
MAX
FRAME
HEIGHT
L
6" MAX
SERIES 420 SGD
EXTERIOR VIEW
DESIGN PRESSURE RA1 IMPACT RATING
140.OPSF NONE
SEE CHARTS #1 AND #2 FOR OTHER UNITS RATINGS
NOTES:
1. MAXIMUM PANEL SIZE:48 1,2'x 79'
2. MAXIMUMD.L.O.:"W'x745'8'
IA III) FLAT MOUNTED RANDLE SET(PART#99-04145) LOCATED 3831V ON CENTER FROM PANEL BOTTOM 1
RINSIONS
REV
DEXA LION
Dx E
MPlVMD
A
ADDED CHAR15
03/05/12
R.L
B
REVISED PER NEW TESTING
10/29/13
R.L
C
ADDED FLANGE MD FIN INSTALLATIONS
12/06/13
R.L.
D
REVISED INSTALLATION DETAILS
07/30/15
R.L
E
REVISED INSTALLATION DETAILS
06/20/17
RI
CHART#1
WHERE WATER INFILTRATION RESISTANCEIS REQUIRED.
SEE NOTE9 SHEET I
Design pressure chart (ps0
Frame
6hgla net and Total Frame WCth
(in)
Height
(h)
30.0
60.00
26.0
72.00
i420
1 BA00
48.0
1 96.00
Pos
I Nag
I PCs
Nag
I Pas
I Neg
I PCs
I Neg
B0.0
4D.0 I
55.1
I 40.0
48.2
I 1.0
I 43.4
I 40.0
I 40.0
CHART#2
WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED.
SEENOTE 9 SHEET I
Design pressure chart (psQ
Frame
Single Penal and Total Freve Wolin(h)
Flight
(in)
30.0
60.00
36.0
72.00
42.0
84.00
1 48.0
96.00
PCs
Neg
Pos
I Net,
Pos
Neg
I Pas
I Neg
B0.0
55.1
55.1
4B.2
1 46.2
43.4
43.4
1 40.0
1 10.0
CHART#8
Number of anchor foes bans required
Frame
Single Panel and Total Frane Wdth(h)
Height
80.0
86.0
42.0
(in)
60.0
12.0
84.0
95.0
96.0
H65
I Jamb
I H8S
I Jamb
I HBS
Jamb
I H65
I Jamb
80.0
4
1 5
1 5
1 5
1 6
5
1 6
1 5
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ. PA 17030
SERIES 420 SGD
96" X 80" NON -REINFORCED
ELEVATION
1 F.A. 08-GD49B 11
's ' NTS 1" 02/23/09 s"s 2 OF 10
SIGNED: 0612012017
Luis R. Lomas P.E.
FL No.: 62514
6" MAX
6" MAX
17"
MAX O.C.
80' T—'
MAX
FRAME
HEIGHT
L.
6" MAX
96" MAX FRAME WIDTH
(1) ANCHOR PER LOCATION
AT HEAD & JAMBS
SEE CHART #4
FOR NUMBER OF
LOCATIONS REQUIRED
17"
MAX
O.C.
6" MAX
CHART#4
Number a/eneher I eeefienvequlretl
shale PenM end T.Wl Al"M(m)
Re,re
H
8a0
no
d1.0
48.0
(h)h)
60.0
720
Bd.O
86.0
H65
Jemb
I H65 IJemb
H65
Jamb
H65 JemD
80.01
4
5
1 5 1 5
1 a
1 5
1 0 1 5
SERIES 420 SGD
EXTERIOR VIEW
(2) ANCHORS PER LOCATION
AT SILL
DESIGNPRESSURERATING IMPACTRARNG SEE CHART #4
FOR NUMBER OF
340.OPSF NONE LOCATIONS REQUIRED
SEE CHARTS #1 AND #2 SHEET2 FOR OTHER UNITS RATINGS
NOTES:
1. MAXIMUM PANEL SIZE: 48 1&'x 79'
2. MAXIMUMD.LO.:445'8'x74548"
G\IO)ae-ltlr"•1•.Ilyla].L]i�a(ILIaF.'FF3K6FF]1Sy913•IsFIHLI[H.[Ny.113atla]41JIay�•Z•llC].1�
aEnsiOis
w
D6CFIPIIoa
DAW
I MPRg
A
ADDED CHARTS
03/05/12
R.L.
B
REVISED PER NEW TESTING
10/29/13
R.L
C
ADDED RANGE AND DN INSTAUATIONS
12/05/13
R.L
D
REVISED INSTALLATION DETAILS
07/30/15
R.L.
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
DaewN: OND NO.
F.A. 08-00496
' NTS a`TE 02/23/09 IsNM3 OF
L ROB£RTOLOMAS P.E.
1432 WOODPoRD RD L£WISVIL .. NC 27023
434-688-0609 Tomas@Irlamaspo.rom
SIGNED: 0612012017
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
NOTES.-
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWNFORCLARITY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED INACCORDANCE MTHASTM E2112
1 3/8" MIN.
EMBEDMENT
_f-
1/2" MIN.
EDGE DISTANCE
SET IN
APPROVED SEALANT
#10 WOOD
SCREW
MIN.
AENT
MIN.
STANCE
WOOD FRAMING
OR 2X BUCK
BY OTHERS
aEN510N5
DMRMON
am
olF
ADDED CHARTS
03/DS/12
R.L
REVISED PER NEW TESTING
1D/29/13
R.L
ADDED FLANGE AND FIN INSTALLATIONS
12/06/13
R.L
REVISED INSTALLATION DETAILS
07/3D/15
R.L
REVISED INSfAULA1019 DETAILS
06/20/17
R.L.
1/4" MAX.
r SHIM SPACE
INTERIOR
EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED: 0612012017
MI WINDOWS AND DOORS LLC
650 MARKETWEST STREET
R
ATZ. PA
SERIES 420 SGD*•
96" X 80" NON -REINFORCED
FRAME INSTALLATION DETAILS
spy
oaAwN:
VN0 No.
F.A.
08-OD498
E
' NTS I wre 02/23/09 sN� 4 OF 10
momas®mariaspemm I L NoL:omas P.E.ODRD!WlFs 625142 WOOD£E
a669
METAL
STRUCTURE
BY OTHERS
#10 SMS OR
SELF DRILLING
SCREW
METAL
STRUCTURE
BY OTHERS
1/2" MIN.
EDGE DISTANCE
1/4" MAX.
SHIM SPACE
#ID SMS OR
SELF DRILLING
SCREW
EXTERIOR II II II II INTERIOR
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS,
NOTSHOWNFORCLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
_L TO BE SET IN
BED OF
'PROVED SEALANT
1/2" MIN.
EDGE DISTANCE
1/2" MIN.
EDGE DISTANCE
I
#10 SMS OR
SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS
1/4" MAX.
SHIM SPACE
RMION6
RN
DIRFNON
MTE
APPROVED
A
ADDED CHARTS
03/05/12
R.L
B
REVISED PER NEW TESTING
10/29/13
R.L.
C
ADDED TLANGE AND Fill INSTALWIONS
12/06/13
R.L
D
REVISED INSTAWITION DETAILS
07/3D/15
R.L
E
REVISED INSTALLATION DETAILS
06/20/17
R.L
JAMB INSTALLATION DETAIL
METAL STRUCTUREINSTALLATION
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ. PA 17D30
SERIES 420 SGD
96" X 80" NON —REINFORCED
FRAME INSTALLATION DETAILS
F.A. 1 08-00498
' NTS 02/23/09 ISHMS OFT-0
L RCBERTO LCMASP.E
f0.32 W00DF0RDRDLEWISVlUE NC2R123
lJddH80609 rllomaz@NomaspecwR
SIGNED: 0612012017
Luis R. Lomas P.E.
FL No.: 62514
Rensroxs
1 1/2" MIN 1' MIN. ���
REV oMCRm .
WTE MPRWED
SEPARATION EDGE DISTANCE
A ADDED CHARTS
03/05/12 R.L
B REVISED PER NEW TESTING
10/29/13 R.L
9• a _
C ADDED FLANGE AND FIN INSTALLATIONS
12/06/13 R.L
a 1 1/4" MIN.
'. •a• a;<� EMBEDMENT
D REVISED INSTALLATION DETAILS
D7/30/15 R.L
CONCRETE/
.-a a., A;
I
1 1/4" MIN.
EMBEDMENT
E REVISED INSTALLATION DETAILS
06/20/17 R.L.
MASONRY
1IM MAX'
BY OTHERS
SHIM SPACE
OPTIONAL
ix BUCK
1/4" MAX.
•.a
TO BE
1'
' SHIM SPACE
PROPERLY
MIN.
INTERIOR
SECURED
EDGE
SEE NOTE 3
DISTANCE
SHEET 1
3/16" TAPCON
MIN
N
w r -
❑
EXTERIOR INTERIOR
SEPARATION
4==�u
7'
SILL TO BE SET IN
R.
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 CONCRETEIMASONRYINSTALLATION
BY OTHERS
SECURED
SEE NOTE 3
SHEET 1
A "
1 1/4" MIN.
NOTES.
EMBEDMENT
1.INTERIORANDEXMRIORFINISHESBYOTHERS,
a,• v
NOTSHOWNFORCLARITY.
' p" a
2.PERIMETERANDJOINTSEALANTBYOTHERSTOBE
a
DESIGNED INACCORDANCE MTHASTM E2112
SIGNED: 0612012017
2 7/8" MIN _ 1' MIN.
MI WINDOWS AND DOORS LLC
\�711LIIITIfU
SEPARATION EDGE DISTANCE
650 WEGRAST MARKET
PA 0STREET
i
VERTICAL CROSS SECTION
CONCRETE/MASONRYINSTALLATION
SERIES 420 SGD*•
``\y�\?�CE�.1J,4�
F
0 6 1t-
7,t',[rtC�
96" X BO" NON —REINFORCED
— (�,.f6��'
FRAME INSTALLATION DETAILS
p TA7p OF •,l"
DRAWN wc NO.
'0
�ORM"'? GNIREV S
OB B E
''/OA\`
SNTS 02/23/09 sM6OF 10
//Nl1�
L ROBERTO LOWS P.E
Luls R. Lomas P.E.
IA32 WOODFORDRDl SVMLENC2N23
FL No.: 62514
13C-6B8-0609 rllomaz@)rbmaspe.com
AW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1/2" MIN.
EDGE DISTANCE
1 3/8" MIN
EMBEDMENT
1/4" MAX J
SHIM SPACE
#10 WOOD
SCREW
EXTERIOR II II II II INTERIOR
1E SET IN
APPROVED SEALANT
#10 WOOD
SCREW
I WOOD FRAMING
OR 2X BUCK
BY OTHERS
MIN.
AENT
MIN.
cwc OSTANCE
VERTICAL CROSS SECTION
WOOD FRAMING 0172 BUCKINSTALLA7I0N
NOTES:
L INTERIORAND EXTERIOR FINISHES. BYOTHERS.
NOTSHOWNFORCLARRY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOSE
DESIGNED INACCORDANCE WITHASTM E2112
1 3/8" MIN.
EMBEDMENT
T_
1/2" MIN.
EDGE DISTANCE
#10 WOOD
SCREWS
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1/4" MAX.
SHIM SPACE
RMSIDus
0MCRIpOON
am
MpR
ADDED CHARTS
03/05/12
R.L.
REVISED PER NEW TESNNG
10/29/13
R.L.
ADDED FLANGE AND FIN INSTALLATIONS
12/06/13
R.L.
REVISED INSTALLATDN DETAILS
07/3D/15
R.L.
REVISED INSTALLATION DETAILS
06/20/17
R.L.
INTERIOR
L. EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED: 0612012017
MI WINDOWS DOORS LLC
WEST MARKET STREET 650E
GRATZ. PA 17030
`\\\�\5111�II
` r,.��G ENSF;9iP
*! 0 6�1�t'co+*.:
SERIES 420 SGD
96" X 80" NON —REINFORCED
+/E '
FLANGE INSTALLATION DETAILSTAT
•
OF tp�
���'1F•'c[OR10Q:•�'��
DRAWN:
Dxc uo.
Rcv
F.A.so�
OB
E/DNA
lIl\NG\``
Luis R. Lomas P.E.
FL No.: 82514
SD0498 OF 10
NTS °A� 02/23/09
LROBERTOLOMASP.E
1412W DFORO ROL£WISWLLE. NC2=
49CdB60609 rllvmas[dlrbmaspa.mm
1/2" MIN.
EDGE DISTANCE
METAL
STRUCTURE 4
BY OTHERS 1 / " MAX
SHIM SPACE
#10 SMS OR
SELF DRILLING
SCREW
I METAL
STRUCTURE
BY OTHERS
#10 SMS OR
SELF DRILLING
SCREW
EXTERIOR LUJ LUII INTERIOR
TILL TO BE SET IN
BED OF
APPROVED SEALANT
1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS.
NOT SHOWN FOR CLARITY.
P. PERIMETER AND JOINT SEALANTBY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
RUVONS
DESCRI 0R
wlE
MpRWEo
ADDED CHARTS
03/05/12
R.L
REVISED PER NEW TESDNG
10/29/13
ILL
ADDED FLANGE AND FIN INSTALIATIONS
12/06/13
ILL
REVISED INSTALLAPDN DETAILS
07/30/15
ILL
REVISED INSTAl1ADON DETAILS
06/2D/17
ILL
_ 1/4" MAX.
SHIM SPACE
1/1
MIN. INTERIOR
EDGE
DISTANCE
#10 SMS OR
SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS
EXTERIOR
JAMB INSTALLATION DETAIL
METAL STRUCTUREINSTALLATION
SIGNED: 06/20/2017
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ. PA 17030
` y
SERIES 420 SGD
96" X 80" N014—REINFORCED
_�*•
,a
FLANGE INSTALLATION DETAILS
Dxn ND.
REV
�F
08—D0498
NTS IDATE D2/23/D9 SHEETS OF 10
Luis R. Lomas P.E.
FL No.: 62514
REYSNNS
1 1/2" MIN 1MIN. REV Oc R"ON IurE ♦PPRMD
SEPARATION EDGE DISTANCE I A ADDED CHARTS 03/05/12 R.L.
B REVISED PER NEW TESTING 10/29/13 R.L.
_T C ADDED FIANCE AND FIN INSTALLATIONS 12/06/13 R.L
1 1/4" MIN. D REVISED INSTALLATION DETAILS 07/3D/15 R.L
CONCRETE/ EMBEDM_�_ ENT EM 4*BEDMIN E REVISED INSTALLATION DETAILS 06/20/17 R.L.
ENT
MASONRY 1/4' MAX.
BY OTHERS F SHIM SPACE
OPTIONAL a .. 1/4° MAX.
1X BUCK SHIM SPACE
TO BE 1. a
PROPERLY MIN '. •' INTERIOR
SECURED
SEE NOTE 3 EDGE 'e
SHEET 1 DISTANCE
3/16" TAPCON ❑ ❑
b._•v
EXTERIOR INTERIOR MIN ❑ ❑
SEPARATION
a
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 CONCRETE/MASONRYINSTALLATION
TO BE PROPERLY
MASONRY/ SECURED
CONCRETE SEE NOTE 3 SHEET 1
BY OTHERS NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2 PERIMETER AND JOINTSEALANTBYOTHERS TO BE
` ° 4 1 1/4" MIN. DESIGNED INACCORDANCE WITHASTME2112
EMBEDMENT SIGNED: 0612012017
a Ml WlNDO650 WEST ANDDOORS
STREET
LLC `\\\`\51LnlIIt lO/'tI/*
GRATZ. PA 17030 '`may °AGENy+' 9s��
2 7/8° MIN _ 1° MIN. _� •�. A•
SEPARATION EDGE DISTANCE SERIES 420 SGD- *�• �!D 51/C�'=
96" X 80" NON —REINFORCED .//q� p^
VERTICAL CROSS SECTION FLANGE INSTALLATION DETAILS Zp • TAT DF W:
CONCRETEIMASONRYINSTALLATION
ORAwN: MG NO. REV �i°�°•:20R\D4;•���
°^•y_ NTS �M 02/23/09 08 �Om9E OF 1D E/)/ ONA11EaG���,
LRDBERTOLDMABP.E Luis R. Lomas P.E.
10.92WDODFORDRDLEWISVILLE`NC2M23 FL No.: 62514
WOOD FRAMING
BY OTHERS
#B WOOD
SCREW
1 1/4"
MIN.
EMBEDMENT
APPROVED SEALANT
BEHIND FIN
7/16" MIN _
EDGE DISTANCE
1/4" MAX
r SHIM SPACE
INTERIOR
EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR ZXBUCKINSTALLATION METAL STRUCTURE
BY OTHERS
APPROVED SE7�\E
T TRIM
BEHINFIN 1 1/4_ MIN.
EMBEDMENT WOOD FRAMING
SCREW
�6 WOOD BY OTHERS INTERIOR
1/4" MAX HOOK STRIP
7/16" MIN
EDGE DISTANCE
EXTERIOR
RMSNNS
REV
06 lnoN
Mw
MPRoAO
A
ADDED CHARTS
03/05/12
R.L
B
REVSED 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
R.L
E REVISED INSTALLATION DETAILS
06/2D/17
R.L
1 5/8" MIN.
EDGE DIST. I
TRIM
A I
°
'
1 1/4" MIN.
INTERIOR
EMBEDMENT
MASONRY/CONCRETE
BY OTHERS
1/2" MIN.
IX BUCK BY OTHERS,
EDGE DISTANCE HOOK STRIP
IX BUCK TO BE
PROPERLY SECURED
❑
3/16" TAPCON
EXTERIOR
PANEL INTERLOCK
SHIM SPACE #10 SELF DRILLING
SCREW
INTERIOR
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
FOR SILL INSTALLATION SEE SHEETS 4-9.
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOTSHOWNFORCLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
2X BUCK OR
WOOD FRAMING
BY OTHERS
TRIM
INTERIOR
HOOK STRIP
PANEL
EXTERIOR INTERLOCK
HOOK STRIP INSTALLATION
METAL STRUCTURE
1/2" MIN.
EDGE DISTANCE
1 3/8" MIN.
EMBEDMENT
❑ SWOOD
SCREW
EW D7
PANEL F.A.
EXTERIOR INTERLOCK srALE
HOOK STRIP INSTALLATION
ZX BUCKANOOD FRAMING
HOOKSTRIP INSTALLATION
MASONRY/CONCRETE
MI WINDOWS AND DOORS LLC
65D WEST MARKET STREET
GRATZ. PA 17030
SERIES 420 SGD
96" X BD" NON —REINFORCED
FIN AND HOOK INSTALLATION DETAILS
IYxE uo.
08-00498
a 1 OATS 02/23/09 ISHM10 OF 10
L ROSERTOLOMASP.E.
102 IVOODFORD RD LE MSVIILE. NO 27023
SIGNED: 0612012017
Luis R. Lomas P.E.
FL No.: 62514
4/24/2020
Florida Building
SHOP STAMP REVIEW
d l ridapr
S,r-vm
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.
iiii No Exceptions Taken Reviewed By. Dawn Boggio-Korbelak
0 ReleRed:
BCIS Home I Login I User Registranon I Hot Topics I Subnet swcbarye I Seats &Facts I Publications I Contact es I BCis Site Map I Dnks I search
l�l L
11 Product Approval
USER: Public User
4/28120 /1 $-
�t
Product ARoroval Menu> Productor Aptiaitti SearcM1>Altercation Llst>Application Detail
FL #
FL165 3-R3
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived ❑
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
jDe.lundine@kpproducts.com
Quality Assurance Representative Joe Lundine
Address/Phone/Email 402 Boyer St
Williston, VT 05495
(662) 252-9991
joe.lu nd Ine @ kpp rod ucts. com
Category Panel Walls
Subcategory Soffits
e
FILE COPY
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
CD Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the Robert J. AnIDFUSO, P.E.
Evaluation Report
Florida License
PE-49752
Quality Assurance Entity
Architectural Testing, Inc., an Intertek Company
Quality Assurance. Contract Ex to ration Dal
12/31 2020
Validated By
Steven M. Unch, PE
CA Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
FU6503 R3 COI CI 2511 Revf) Vinyl -Soffit ss.gjff
Standard
Year
ASTM D1929
2012
ASTM D2843
2010
ASTM D3679
2011
ASTM D635
2010
ASTM D638
2003
ASTM E330
2002
ASTM E330
2014
hftpslAyw .floridabuilding.org/pr/pr app_dti.aspx?param= GEVXQwtDgvgqu2w°/2bnFgUOixYpvH%2bzhsdlp2DLe2QWMgGNIV5TsM3A%3d%3d 113
4124/2020 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
Florida Licensed Professional Engineer or Architect
FL16503 R3 Eauiv EER 2511 RevQ Vinyl-59ffi[ ss.RQf
Method 1 Option D
12/O6/2017
12/12/2017
12/20/2017
02/13/2018
FL tF
Model, Number or Name
Description
16503.1
12" Triple 4 Full-O-Vent Eco (No.
12" Triple 4 Full-O-Vent Eco (No. 0639) with Single Spans
0639) - Single Spans
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL36503 R3 It KAY0013 Rev A 639Eco VinvlSoffit-
Sjagje Saar ss,gLf
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 -Soffit ss pdf
Created by 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 II KAY0012 Rev A 639EcD VInyISofOt_
Unlimited Saan s "al f
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 -Soffit ss.pf!f
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
FLI6503 R3 II KAY0011 RgvA VinylSoffit Sinojebpa.0s5,pdif
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 pp1
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 11 KAY0007 RevC VinvlSoffit ss.odf
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,Ddf
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
R16503 R3 II KAY0009 Rev A lfinyiSoffit-
Approved for use outside HVHZ: Yes
UnlinlitedSDan E%PA
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 Ddf
Created by Independent Third Party: Yes
https:IAw .floridabuilding.org/PrIpr app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUOixYpvH%2bzhsdip2DLe2QVVMgGNlV5TsM3A%3d%3d 2/3
4/24/2020
Florida Building Code Online
Sack Ne>it
Contact Us:: 2601 Blab Stone Road Dilaha,,c, FL 32399 Phnne: 850.4R2-1824
The State of Honda is an AA/EEO employer. Cy-nht 2002-2013 State of Florida.:: PdygM_5tatement:: AccessitdliLy Statement:: Refund Statement
Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a publlcrecords 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.'Pummnt to Section 455.2)5(I),
police 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 emalla
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available W the public. To determine If you are a licensee under Chapter 455, F.S., please click hee g-.
product Approval Accepts:
® ® ®M
'� 4
.9ccuritVAIET RICS,
hops:/Ary .tloridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUOixYpvH%2bzhsdlp2DLe2QWMgGNIV5TsM3A%3d%3d 313
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
0
12" TRIPLE 4 VENTED SOFFIT
0
12" TRIPLE 4 CENTER -VENT SOFFIT
o
12" TRIPLE 4 CENTER-O-VENT SOFFIT
o
12" TRIPLE 4 FULL-0-VENT SOFFIT
o
10" DOUBLE 5 SOLID SOFFIT
o
10" DOUBLE 5 VENTED SOFFIT
o
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-0-VENT, NO.0622 VENTED SOFFIT
0 12" TRIPLE 4 FULL-0-VENT ECO, NO. 0639 VENTED SOFFIT
• KAY0011 — Single Spans
0 12" TRIPLE 4 SOLID, NO. 0623 SOLID SOFFIT
0 12" TRIPLE 4 FULL-0-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
0 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 il/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
Jr/ILr 321-690-1788 1 FBPE Certification of Authorization No. 25935
Product Evaluation Report
Rule 61G2-3 F.A.C. I Report No. 2511 1 Project No. 417-0612 1 11/27/17 1 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 Robert1. 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 E33044, dated 2/13/17
vi) Test Report No.1171.04-106-11, SERIES / MODEL: 0639 Vented Vinyl Soffit, "J" Channel / "J"
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
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 Report
Rule 61G2-3 F.A.C. I Report No. 2511 1 Project No. 417-0612 1 11/27/17 1 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:
1) ASTM D3679-01c, Standard Specification for Rigid Poly (Vinyl Chloride) (PVC) Siding
ii) ASTM G155-OOae1, 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)e0 1, 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.
PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775
i/S. 321-690-1788 1 FBPE Certification of Authorization No. 25935
Product Evaluation Report
Rule 61G2-3 F.A.C. I Report No. 2511 ( Project No. 417-0612 ( 11/27/17 ( Page 4 of 4
Certificate of Independence per Product Approval
Rule 61G20-3.009
PTC Product Design Group, LLC and Robert J.
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:
RobertJ. 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
o
G0
o
Q`
a
a
�
�
N
Test Standard
F
F N
F
on
Acceptance Criteria
Tensile
Self -
Smoke
Class
P/F
N/A
rest
Density
Ignition
CCi or
Test
Variation
Temp
Test Report
Report
Product
< 10%
— 75
> 343oC
CC2
Date
0
4to C
55 83I01-
1/3/2006
Vinyl Soffit
Passed
Tested
CC1
106-18
Passed
max8.1%
max
max
max
4970C
A�~A� PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775
ii&. 321-690-1788 1 FBPE Certification of Authorization No. 25935
KAYCAN LTD
VINYL SOFFIT - 12" TRIPLE 4 FULL-O-VENT ECO (NO. 0639) q
WITH SINGLE SPANS
w
INSTALLATION ANCHORAGE DETAILS 0
a
GENERAL NOTES:
1. THIS PRODUCT HAS BEEN TESTED AND DESIGNED TO COMPLY WITH THE
CURRENT EDITION OF FLORIDA BUILDING CODE. BUILDING AND RESIDENTIAL
VOLUMES EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AT THE
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 SHEETAREEASED ON10-
EAVE WIDTHS IN SINGLE SPANS. SPAN WIDTHS AT 10'. 12-, 14' AND 16' ARE
SHOWN ON SHEET 2.
3. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON TESTING
PERFORMED AT MOLIMO ARCHITECTURAL PRODUCT TESTING, 11410 EDEN
ROAD, YORK. PA 1740.
4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE. MASONRY AND
WOOD FRAMING COMPRISING THE ATTACHMENT SUBSTRATE FOR THE
SOFFIT SHALL BE DETERMINED TO BE CAPABLE OF WRHSTANDING AND
TRANSFERRING APPLIED PRODUCT LOADS TO THATSTRUCTURE AND IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE
PROJECT.
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 EDITION 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 LICENSED ENGINEER OR
REGISTEREDARCHITECT
S. 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 FLORIDA BUILDING CODE ARE SHOWN IN THE APPROVED SOFFIT
SCHEDULE ON SHEET 1.
10. MATERIALS:
10.1. KAYCAN BUILDING PRODUCTSVINYLSOFFITANOTRIM IS
MANUFACTURED FROMA FORMULATED PVC POWDER COMPOUND
MEETING THE SPECIFICATIONS OF ASTM D3679.
10.1 KAYCAN BUILDING PRODUCTS ALUMINUM TRIM IS MANUFACTURED FROM
ALUMINUM ALLOY WITH ASTM EB TESTED TENSILE STRENGTH OF 21 KSI
AND YIELD STRENGTH OF 9.85 KSI.
DESIGN PRESSURE (PSF) RATING AT 10" SPAN (NOTE 2)
VINYL SOFFIT SERIES
INSTALLATION METHOD
OEM PRESSURE
NET FREE AREA
NET FREE AREA
(SEE NOTE 2)
(PSF) (SEE NOTE 1)
(SQ. INJLINEAL FT.)
(SQ. INJSQ. FT.)
FASCIA / J—CHANNEL
+66.7/-66J
4.18
4.18
12' TRIPLE 4 FULL-0—VENT ECO
FASCIA / F—CHANNEL
N0. 0639 VENTED SOFFIT
J—CHANNEL / J—CHANNEL
466.7/-66.7
4.18
4.18
F—CHANNEL / F—CHANNEL
NOTE 1: DESIGN PRESSURE RATINGS SHOWN ABOVE SHALL BE COMPARED TO LOADING BASED ON Vosd BASIC WIND SPEEDS. THUS PROJECT
DESIGN PRESSURES AS DETERMINED FROM ASCE 7-1D BASED ON VNt BASIC WIND SPEEDS ARE PERMITTED TO BE MULTIPLIED 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 CANOLEVER AND OVERHANG EAVE CONSTRUCTION. SEE SHEET 5 FOR CONNECTION DETAILS.
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
NO. 1100
ND. 1178
NO. 9700
SOFFIT
TABLE OF CONTENT
SHEET
DESCRIPTION
1
GENERAL NOTES, PERFORMANCE RATINGS, SOFFIT SCHEDULE
2
INSTALLATION NOTES AND DP 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
RoIoMJ.Amorvw.P.E.
TloWs P.E No. 49752
VINYL AND ALUMINUM SOFFIT INSTALLATION INSTRUCTIONS
DP RATINGS AT VARIOUS SPANS
1. EAVE WIDTHS (SPANS)
I.I. THE INSTALLATION CROSS SECTIONS SHOWN ON SHEETS 3 AND 4 DEPICT
SINGLE SPANS FOR EAVE CONSTRUCTION OF TRUSSNMOOD 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. SEETABLE ONTHIS SHEETFORSPANS OF IO', 12', WAND 16'.
2. INSTALLATION FASTENERS
2.1. FASTENERS SHALL BE THE TYPE, SIZE, EMBEDMENTAND EDGE DISTANCE
SHOWN HEREIN FOR RESPECTIVE SUBSTRATE. SEE FASTENER SCHEDULE
TABLE ON THIS SHEET.
22. 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 NOT TAKE
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 OR ARCHITECT 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
FPSIFNEADESCWPNON
..mu
MIL FMBEDMEIR
ISEE NOiE 1)
EM.EDISiM'CE
0.097' DAMETER a
CONCRETE
i'
1/4•
1-1/2' T—NAIL
OR MASONRY
0.072' DIAMETER X
WOOD
1-3/4'
1/4'
1-3/4' TRIM NAIL
16 GA X 7/16' WIDTH
CROWN STAPLE 1' MIN.
WOOD
7/e_
1/4'
LENGTH
#B x 3' FH WOOD SCREW
OR @e x 3' FH TAPPING
WOOD
1-1/2'
5/8'
SCREW.
3/16' RW TAPCON
CONCRETE
1'
1-1/8'
CONCRETE SCREW
OR MASONRY
NOTE 1: EMBEDMENT BASED ON NOMINAL LENGTH OF FASTENER
THROUGH SOFFIT OR CHANNEL INTO SUPPORTING SUBSTRATE W/O WALL
RNISHES. WHERE WALL FINISHES ARE PRESENT, THE FASTENER LENGTH
WILL BE INCREASED AS REQUIRED TO MAINTAIN EMBEDMENT DEPTH INTO
SUPPORTING SUBSTRATE
DESIGN PRESSURE (PSF) AT VARIOUS SINGLE SPAN LENGTHS
12"TRIPLE 4 FULL-O-VENT ECO / NO.0639 VENTED SOFFIT
Single Span Length
.IV,
INSTALLATION DETAILS
ATHRUF(SHEETS)
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
w
0
F
RoWd J.Pma,u O,RP
FIerIEa P.E. No. 4W62
r
z
0
0
TRUSS/FRAMING CANTILEVER EAVE CONSTRUCTION
-L'
1\/y SOFFIT /
SEE DETAIL "A SEE DETAIL "B
EAVE CROSS-SECTION
SINGLE SPAN W/F-CHANNEL
F•CHANNEL @ WALL, FASCIA @ FASCIA END
SEE DETAIL "A"—�/
EAVE CROSS-SECTION
SINGLE SPAN W/J-CHANNEL
J-CHANNEL @ WALL, FASCIA @ FASCIA END
SPAN "L'
SAVE WIDTH
(ROOF
OVERHANG)
" c a
0
U
u
SAVE WIDTH
(ROOF w p
OVERHANG) 'p °i
a ¢E o
\I
90
�
g
4y
o
CONCRETE, ` �
SOFFIT
CMU OR
zN
a
J CONCRETE,
WOOD SEE DETAIL "D" SEE DETAIL "C" CMU OR
"z
(NOTE 1) WOOD
wa
zu
(NOTE EAVE CROSS-SECTION
„O
jN
0.
SINGLE SPAN W/J-CHANNELS
a p
y
J-CHANNEL @ WALL AND FASCIA END
o
o
y
ec
-w.
1A�
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.
RaW J.Am.—.M
-L
l\y SOFFIT
SEE DETAIL "A / SEE DETAIL "B"_z
EAVE CROSS-SECTION
SINGLE SPAN W/F-CHANNEL
F-CHANNEL @ WALL, FASCIA @ FASCIA END
I SPAM 'C I�
SOFFIT
SEE DETAIL "A"� SEE DETAIL "E /
EAVE CROSS-SECTION
SINGLE SPAN W/J-CHANNEL
J-CHANNEL @ WALL, FASCIA @ FASCIA END
•L
EAVE WIDTH
(ROOF
OVERHANG)
WOR
WOOD
(NOTE 1)
� SOFFIT
"F" "E"
SEE DETAIL SEE DETAIL
EAVE CROSS-SECTION
SINGLE SPAN W/J-CHANNELS
J-CHANNEL @ WALL AND FASCIA END
SPAN "L-
—EAVE WIDTH
(ROOF
/
OVERHANG)
OVERHANG)
CMU OR
WOOD T///
(NOTE 1) SOFFIT
SEE DETAIL "F"J SEE DETAIL "B"
EAVE CROSS-SECTION
SINGLE SPAN W/F-CHANNEL
F-CHANNEL @ WALL, J-CHANNEL @ FASCIA END
EAVE WIDTH
(ROOF
OVERHANG)
CMIJ OR
WOOD
(NOTE 1)
EAVE WIDTH
(ROOF
OVERHANG)
CMU OR
WOOD
(NOTE 1)
SEE SHEET 2 FOR INSTALLATION NOTES, FASTENER SCHEDULE AND DESIGN PRESSURE
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 9 24" O.C. OR CONCRETE/MASONRY.
BUILDING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET.
S
0
im
w
rcw
V�
��
=
O
a
wz
w
o
aF
�o
�w
a
FoE dJ.A=Nsa.P.E
Mdda P.E. Na<9762
O
10
SiAPL6 I
7 MAX (INTO N
EG OR T-
(INIO
y4�--1/B" MAX
1/8"
DETAIL A DETAIL B
FASCIA F-CHANNEL
O STINS.
0 24
7 29' OFR
iR
FRAMING
O SiAPIFS INSTAIl£0.
7 O 24 O.C. IMO
F INC
APL6 INSTALLED D
W- HNNN
7 WOOD) IN P- (. 0EL
SLDi OR T-NNL O
tO O.C. Mf% NR
5 CONCRLTE/MASDNRY)
OSOFFR
OJ-CHANNEL
`CONCRETE,
CMU OR
WOOD
(NOTE 1)
DETAIL C
WOOD BATTEN 10 J-CHANNEL
INS.ALUTION SCREW, B
SAT.EN ATTACHMEW
fA.ENER SPACED 24' 9
MAX. O.0
97 DR T Drvlo rvm
J-CH NA
-W
5 O.C. MN(
CONCRETE
NN
ORAPLES Y
12' O.C.
W000) IN
SLOT CI
12' O.C.
DETAIL D DETAIL E WOOD 1>
J-CHANNEL J-CHANNEL
FASCIA
NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING ® 24" O.C. OR CONCRETE/MASONRY.
BUILDING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET.
27 IIMD WOOD) IN
J-CHANNEL SLOT
OR T-NAIL D 12'
5 D.C. MAx (INTO
CONCRETE/MASONRY)
----CONCRaE,
CMU OR
WOOD
(NOTE 1)
DETAIL F
J-CHANNEL
FASCIA
WOOD BATTEN 0
O 2P D
APL6.C. O%-(
. IN.D O
FRAMING
- /8 a D' WOOD SCREW OR
TAPPING &CREW. BATTEN p
A7ACHMEM GASIENER L)
SPACED 24' NA%. O.C.
Rabmt J. Amomao, P.E.
Mdda P.E. No.48T52
N
/
�
a W
F71
m
C
`o
z
F
C
F—
F
N
N
zo
o�
0z
F-9
w w
�N
N
V /
TO
I
W UI V
_
N
P
P
IT1 1
II^I1
O
�1A
N
m'
KAYCAN LTD
1 MEMORIAL DRIVE PROJECT tt417-0614
m 3
RICHFORD, VT 05676
og
SP
NO. 639 VINYL SOFFIT INSTALLATION - SINGLE SPANS
SOFFIT PROFILE
-- or �uxW RJA 0312W1]
xcxa A IIPOATETO C1i/1] RJP
ricewsu N.T.S. wn KAV0013 EDITION OF THE iIEFSC FBO 12
::..r�mmm.�xE. A e: 6OF7
r.
3
BILL OF MATERIALS
MATERIAL
FRDESCRIPTION
SOF—SEESCHEDULEONSHEET1ANDDRAWINGS
ONSHEET6WNYL
F—CHANNEL—SEEDRAWINGONSHEET6(SEENOTE10ONSHEET1)
E32
J—CHANNEL—SEEDRAWINGONSHEET6
FASCIA—SEEDRAWINGDNSHEET6(SEENOTEL1010NSHEET1)
0.097' DIAMETER z 1-1/2' T-NAIL FOR CONCRETE AND
STEEL
MASONRY SUBSTRATES.
6
0.072' DIAMETER % 1-3/4' TRIM NAIL
STEEL
]
16 GA. % 7/16- WIDTH CROWN STAPLE 1' MIN. LENGTH
STEEL
e
#6 z 3' FH WOOD SCREW OR #B z 3' FH TAPPING
STEEL
SCREW, USED TO ATTACH BATTEN TO WOOD STRUCTURE.
9
3/16' fTW TAPCON CONCRETE SCREW, MIN. 1'
STEEL
EMBEDMENT
10
2' % 2' NOMINAL WOOD BATTEN - SC = 0.42 MIN.
WOOD
p �$
0
n'
�m
F �w
18rR.l
(IB 0793 w og
RO,D93 —0,16s RO
a nE
5 'w
0.818 5° Sa6 0
,775 ,7 5 4�"'�J'
1,499� 0,042 1,54 ; e= o
R0.156 0.04 1'S 1 /2" J—CHANNEL/TRIM Vim
a
�n w
1,5 2 0,022 Fo a -i <
L l VINYL (No. 1 100)
1/2" F—CHANNEL/TRIM
Y UO
LL
VINYL (No. 1 178) 4" FASCIA SMOOTH pzz'
ALUMINUM (No. 9700) o ilp
z 1
aA
R°Cert J.Am°rvw. P.E
Flotltla P.E No,E8153
4124/2020
Florida Building Cl Rjo= SHOP STAMP REVIEW Iota/Man Caen
Review is for general compliance with the Construction Documents.
Respponsibility for correctness of dimensions, details, quantities and safety
duringfabrication lies solely with the contractor.
X No Exceptions Taken Reviewed By: Dawn Boggio-Korbelak
❑ Relected:
BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stets & Facts I Publications I Contact Us I BCIS Site Map I Unks I Search
d F� •da 4/28/20
{%Q as:i Product Approval
USER: Pubec User
pr
6�
Product ARoreval Menu > Product or Aggllcatlon Search > Application List > Application Detall
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
FL21637-R6
Revision
2017
Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
87
MI Windows and Doors
650 West Market Street
Gratz, PA 17030
(717)365-3300 Ext 2560
bsitlinger@miwd.com
Brent Sitlinger
bsitlinger@miwd.com
Windows
Single Hung
Certification Mark or Listing
FILE COPY
American Architectural Manufacturers Association
Steven M. Urich, PE
O Validation Checklist - Hardcopy Received
Standard
AAMA 506
AAMA/WDMA/CSA 101/I.S.2/A440
AAMA/WDMA/CSA 101/I.S.2/A440
Method 1 Option A
03/23/2020
03/23/2020
Year
2011
2008
2011
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsgxV7TjKGeecQb2JXWyVVril%2faFQMzcvxO%2bWwOJaurmQ%3d%3d 1/3
4/24/2020 Florida Building Code Online
Date Approved 03/26/2020
Summary of Products
FL tt
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 160S4,pddf
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 IT 08-02998_BpAf
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 10016.pdf
Approved for use outside HVHZ: Yes
FL21637 R6 C CAC APC 16055.gd[
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.pdj
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL21637 R6 AE 513862B.gd(
Created by Independent Third Party: Yes
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.gdj
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
FL21637 R6 11 08-03042B.(Ldf
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.gdj
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.gd[
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL21637 R6 AE 514079&Wj
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(18143)1820.05-106-12-R1 1620
Approved for use outside HVHZ: Yes
51-1(015_23).pdf
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.pAf
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.PS f
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
https:IAv .floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs9xV7TjKGeecQb2JXWyVVril%2faFQMzcwO%2bVMOJaurmQ%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 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 Pecora 896 silicone. Created by Independent Third Party: Yes
Evaluation Reports
FL21637 R6 AE 513921B.pff
Created by Independent Third Party: Yes
F. ck Naxt
Contact Us:: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Coq ll It 2007-2013 State of Florida.:: Privacy hmmenk:: Accessibility 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 publlo-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 Ilcensed 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 calamine If you are a licensee under Chapter 455, RS., please click here.
Product Approval Accepts:
®®® e'O=cF M
Credit Card
Safe
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtOgsgxV7TjKGeecQb2JX%Writ%2faFQMzcvxO%2bWWOJaurmO%3d%3d 3/3
L. Roberto Lomas P.E.
1432 Woodford Rd.
Lewisville NC, 27023
434-688-0609
rllomm@lrlommpe.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.
AAMA/WDMA/CSA 101/I.S.2/A440-08
Design pressure: ±50.13psf
Water penetration resistance 7.52psf
4. Anchor calculations, report number 513862-113, 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
�N```�S
•.J E •.q.
*• 0,f, 51 •• yt.�
r o•� TAToF
�w,
i���Fs •.c� 0 R1�P G����
NAL1����`�
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
IMA
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-PG50-1324x1905 (52x75)-H
COMPANY AND CODE
CPD NO.
SERIES MODEL & PRODUCT
MAXIMUM SIZE TESTED
DESCRIPTION
1620 SH (FINLESS & FLANGE)
FRAME
SASH
MI Windows & Doors, LLC
16066
(PVC)(O/X)(OG)(INS GL)
1324 mm x 1905 mm
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.: G1519.03-109-47
Date of Report: November 3, 2016
JGS/JTS
ACP-04 (Rev.6/11)
Evaluated for Certification: November 8, 2016
,h,
A oci ted Laboratories, Inc.
Authorized for Certification: November 8, 2016
DlrT"
American hitecturalManufacturersAssociation
(Validator / Operallons Administrator)
MI Windows & Doors, LLC
P.O. Box 370
Gratz, PA 17030.0370
Attn: Rick Sawdey
AAMA
CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
UQA
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
AAMAMIDMA/CSA 101/I.S.2/A440.08
LC-PG504324x1905(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 mm x 1905 mm
1257 mm x 946 mm
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.: G1516.03-109-47
Date of Report: October 27, 2016
JGS/JTS
ACP-04 (Rev.6/11)
Evaluated for Certification: November 1, 2016
'h' /1
A( ted Laboratories, Inc.
Authorized for Certification: November 1, 2016
American Mitectural 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.
B. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR CD=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS 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
COMPONENTS
RENsm.s
RN OESCflIPfION M.TE MPRWED
A REVISED ANCHORS 02/27/16 R.L.
B ADDED NEW EXTRUSIONS 1 01/16/20201 R.L.
15. FOR ANCHORING THROUGH FIN INTO METAL STRUCTURE USE #6 EMS 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=33KS1/FU=52KS1 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
08-02999
NTS DATE 11/30/16 s"E'1 OF
L ROBERTO LOADS P.E I Luis R. Lomos P.E.
IG92WOODFORD RD LEWISVILLF NO 2M3 FL No.: 62514
A946B8-0699 rPDmas@I�lomaspe.rom
7
FR
HEI
F52 1/8" FRAME WIDTH —1
4" MAX
J
/
12MAX
D.C.
5"
WE
GHT
4" MAX
X
4
�
52 1/8" FRAME WIDTH
4""1MAX
2" _�/
D.C. O
75"
FRAME
HEIGHT
4" MAX
1620 SH REINFORCED
FOR NUMBER
1620 SH REINFORCED
RECTANGULAR
OF ANCHORS
DESIGNER
EXTERIOR VIEW
REQUIRED
EXTERIOR VIEW
FINLESS& FLANGE INSTALLATION
SEE CHART #1
FINLESS& FLANGE INSTALLATION
DESIGN PRESSURERATING IMPACTRATING
+50.OPSF NONE
52 IR'X 75' UNIT SHOWN. OTHER SIZESAPPROVEDAS CONGAS
FRAME AREA DOES NOT EXCEED 27.14' F P
NOTES:
1. SASH SIZE: 4912'X37114'
2. D.L0.:471/ "X33314'
RENSIONS
REV pE$CRIPfION pq{E �PppWEO
A REVISED ANCHORS 02/2J/18 R.L.
B ADDED NEW EXTRUSIONS 01/16/2020 R.L.
Chartdt
Number of anchor locations required
Forma width
(in)
34.00
Heatl
Jamb
30.00
Head
Jamb
36.00
Head
Jamb
43.00
Heatl
Jamb
45.00
Heatl
Jamb
5213
Head
Jamb
3
3
3
3
4
3
4
3
3
]
3
4
3
4
3
3
4
3
4
4
4
4
4
NF.
3
4
3
a
4
4
4
4
3
s
3
s
4
s
4
s
3
5
3
5
4
5
4
5
3
8
3
6
a
8
4
B38364B46
3
)
3
T
4
T
a
1
1
)
]
)
4
T
d
]
5
T
5
)
FOR NUMBER
OF ANCHORS
REQUIRED
SEE CHART b1
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
CpnwN: Deb ND.
R.L. 08-02999
ii 4_E NTS IWE 11/30/16 sHEET2 OF 17
SIGNED: 0112812020
-•n111iIP1"
Luis R. Lomos P.E.
FL No.: 62514
7
FIR
HE
52 1/8" FRAME WIDTH
3" MAX F F[ 8" MAX
O.C.
3 AX
__
8" MAX D.C.O
WE
SHT
3" M
MAX
FOR NUMBER
OF ANCHORS
REQUIRED
SEE CHART #2
52 1/8" FRAME WIDTH
3" MAX — B" MAX O.C.
111AXrr/
8" MAX O.C.
75"
FRAME
HEIGHT
1 —
1620 SH REINFORCED
RECTANGULAR
EXTERIOR VIEW
FININSTALLATION
DESIGNPRESSURERATING IMPACTRA77NG
350.OPSF NONE
52 IM'X 75' UNIT SHOWN OTHER SIZESAPPROVEDAS LONG AS
FRAME AREA DOES NOT EXCEED 2Z 14' Fla
NOTES:
1. MAXIMUM SASHSIZE 49 lQ'X371Ai'
2. MAXIMUM D.LO.: 4712'X33374'
V
1620 SH REINFORCED
DESIGNER
EXTERIOR VIEW
FIN INSTALLATION
RENSiONs
REV DESCRIM104 041E APPROVED
A RWISED ANCHORS D2/27/18 R.L.
8 ADDED NEW EXTRUSIONS 01/16/2020 R.L.
3" MAX
FOR NUMBER
OF ANCHORS
REQUIRED
SEE CHART #2
Chmtl2
said Ear of anchor locations
required
Forme
Frame Width
(Inn
W l,hl
(in)
24.0)
HIS
Jamb
Jose
HIS
Jamb
36.00
HIS
Jamb
4200
HIS
Jamb
1 46.00
HIS
Jamb
1 52.13
JH&S
I.Jamb
24.00
4
4
4
4
5
4
0
4
7
30.00
4
4
4
4
5
4
6
4
7
J6.00
4
5
4
5
5
5
6
5
7
4Z00
4
6
4
6
5
6
6
6
7
4600
4
7
4
7
5
7
6
7
7
5I00
4
7
4
7
5
7
6
7
7
M74
Men
4
e
4
e
s
66
6
7
55.00
4
9
4
9
5
9
8
9
7
72.00
4
10
4
10
5
10
a
10
7
75.00
4
10
4
10
5
10
6
10
7
SIGNED: 0112812020 1
MI WINDOWS LC.
L/O4JJ/i
0 WEST
SMAR ET STREET
GRATZ, PA 17030-0370•y\GENs�.'9ji�
\\\`%`S\1R.
0 it=
SERIES 1620 SH REINFORCED*•
NON —IMPACT 52 1/8' X 75"—
FIN ELEVATIONS
p�TAT E OF }•(f4�'\
�iOF :°[ OR109:•�`\�
ERRWN:
DWC NO.
REV
08
B/�NA11EaG\\\
LDIS R. Lomas P.E.
FL No.: fi2514
SCALE NTS DATE 11/30/16 5nDEU3B OF 17
LROSERFOLCMASP.E.
F4 WOODFORD RDLEWISWILE, NC27023
431-6880609 7110maa®ld.,pa.rom
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
BACKER ROD
& APPROVED
SEALANT
1/4" MAX.
SHIM SPACE
-- - - -- ` HEAD TO BE SET
IN A BED OF
APPROVED SEALANT
RMSION5
DOMRIWION MiE AG'.0
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
N ERIOR
7/16" MIN. p�q
EDGE DISTANCE
,��I���p®DR
�p qe WOOD �� e
EXTERIOR IL,isJ 111 `V INTERIOR SCREW a
Qa a a
OWOOD FRAMING
OR 2X BUCK EXTERIOR
BY OTHERS
BACKER ROD
SILL TO BE SET & APPROVED
q IN A BED OF SEALANT
11 APPROVED SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWNFORCLARITY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED IN ACCORDANCE WITH ASTM E2112
1/4" MAX.
HIM SPACE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR2 BUCKINSTACLATION
SIGNED: 0112812020
MI LC.
510NDO T MAR ET STREET
```\J\511�111i/p %
GRATZ, PA 17030-0370
`yyNG ENG,.,q 1y
*• 0 9t=
SERIES 1620 SH REINFORCED
NON —IMPACT 52 1/8" X 75"
FINLESS INSTALLATION DETAILS
p Tp7S OF •�`
ORAwx:
MG No.
OB
B
p7jS'ONA 11EN\���
LMIs R. Lomas P.E.
FL No.: fi2514
scuE NTS DAIS 11/30/16 s0U4B OF 17
L ROBERTO LOWS AS.
1432 WOODFORD RD LEWISWUE.. NO 2AXs
4 688809 rllames@Irlwnuoe.mm
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
1/4- MAX.
SHIM SPACE
HEAD TO BE SET
IN A BED OF
APPROVED SEALANT
0
EXTERIOR
v v v
q
INTERIOR
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
BACKER ROD I, 0
& APPROVED u
SEALANT 1/4" MAX.
SHIM SPACE
METAL
STRUCTURE —�
BY OTHERS
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWN FOR CLARITY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED INACCORDANCE WITHASTM E2112
RPASIONS
7"`sa"W104
DATE APPROVED
A REVISE. ANCHORS 02/2J/18 1 R.L.
8 ADDED NEW EXTRUSIONS 01/16/2020 R.L.
1/4" MAX.
SHIM SPACE
7/16" -� MIN.
EDGE
DISTANCE
I /
INTERIOR
#8 EMS OR -� LILJLIO
SELF DRILLING n�D
SCREWS
EXTERIOR
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" % 75"
FINLESS INSTALLATION DETAILS
MG NO.
08-02999
NTS JOATE 11/30/16 JSnEE15 OF 17
L ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISWU E, NO 2=
434,68"609 0/omaz®14omafne.mm
SIGNED: 0112812020
Luis R. Lomas P.E.
FL No.: 62514
RLNSIONS
REV OESCPIGTON
pp1E nPpFOVEO
A REVISED ANCHORS
D2/27/18 R.L.
CONCRET
•
BY OTHERSASONRY
a �.
'4 a
B ADDED NEW EXTRUSIONS
01/16/2020 R.L.
OPTIONAL IX BUCK
SEE NOTES 3 - 7
SHEET 1
I
1 1/4" MIN.
_ 1/4" MAX.
EMBEDMENT
SHIM SPACE
(�
BACKER ROD
& APPROVED
n�
1/4" MAX.
CONCRETE/MASONRYBY
SEALANT
II��
o�
21
SHIM SPACE
OTHERS
a
HEAD TO BE SET
OPTIONAL 1X BUCK.
IN A BED OF
SEE NOTES 3 - 7
APPROVED SEALANT
SHEET 1
•°
INTERIOR
�,,�����;; ����p®
�❑
3/15" TAPCON
•• c �^ (l��y(o
e`
EXTERIOR IL„l�aJ lrl,
�Q'v''DD��vLfv
q INTERIOR
II IEl
I'fbnV4
2-
MIN.
EDGE
D
--
DISTANCE
p
SILL BE SET
O•
EXTERIOR
BACKER ROD
1)
IN A BB ED OF
& APPROVED
APPROVED SEALANT
SEALANT
I,L��lf1
O
BACKER ROD
OPTIONAL 1X BUCK
_ O 1/4" MAX.
SHIM SPACE
& APPROVED
SEE NOTE 3 - 7
4q
❑
SEALANT
SHEET 1
JAMB INSTALLATION DETAIL
—�
CONCRETE/MASONRYINSTALLATION
CONCRETE/MASONRY
BY OTHERS
SIGNED: 0112812020
"
MI WINDOWS & DOORS, LLC.
• ,' e
650 WEST MARKET STREET
GRATZ. PA 17030-0370•*\OEHS'•9J+i
\�yu1N/nII7
`\\`\$ R• LO�Ai7j
VERTICAL CROSS SECTION
SERIES 1620 SH REINFORCED*•
p51 *'
CONCRETFJMASONRYINSTALLATION
NON -IMPACT 52 1/8" X 75"
FINLESS INSTALLATION DETAILS
�y+• $TAT OF
�i�d`E•y.• .,[ORIDQ:
NOTES:
T. INTERIORAND EXTERIOR BY OTHERS,
ow,wN:
owc No.
08
REv
6\ems:
B 11,NAj1E��\``
NOTSHOWNFO CLART:IN/SHES.
scuE NTS
MTL 11 /30/16 sxOEEr68 OF 17
2. PERIMETERANDJOlN SE4"lVTBYOTHERSTOBE
DESIGNED/NACCORDANCE
W/THASTM E2112
LROEERTOLOMASP.E
LDI9 R. Lomas P.E.
1432W000FORDRDLEWISWLLE, NC2)023
FL NO.: 82514
434t'360309 tlbmss®Inomaspe.rom
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD I j 51 1/4" MAX. J
& APPROVED �`� LI SHIM SPACE
SEALANT IEI
o O
HEAD TO BE SET
IN A BED OF
APPROVED SEALANT
O
q® �0
EXTERIOR �i5 t—� INTERIOR
O n v ��
0
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCKINSTALLATION
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWNFOR CLARITY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED IN ACCORDANCE WITH ASTM E2112
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1/4" MAX.
HIM SPACE
RM IONS
OMRIPTION DeIE
REVISED ANCHORS 02/27/16 1 R.L.
ADDED NEW EXTRUSIONS I 01/16/2D20 R.L.
1 1/4" MIN. 1/4" MAX.
EMBEDMENT F SHIM SPACE
I INTERIOR
7/16MIN. n���
EDGE DISTANCE
#8 WOOD
SCREW
WOOD FRAMING . �p
OR 2X BUCK EXTERIOR
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED: 0112812020
MI WINDOWS LC.
0STMAR ET STREET
`511RIILo
`\\`'x.
GRATZ. PA 17030-0370
`�yy�C ENS�'9j1�
0•,5�6
SERIES 1620 SH REINFORCED*•
NON —IMPACT 52 1/8" X 75"
FLANGE INSTALLATION DETAILS
y TOF
/
��'eFs; G
DRAWN:
DWG NO.
PEV
08
B
.�
O.
i�A/S/ N20RI111
LNIS R. Lomas P.E.
FL No.: 62514
e0\
SE NTS DATE 11/30/16 sx0EET78 OF 17
LROEERTOLOM P.E
IG32WOODTORDRDLMSWLLENC27023
494-668&0609 rllamazta�lrlomuoR.mm
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
BACKER ROD
& APPROVED
SEALANT
BY OTHERS
'
7
1/4" MAX.
SHIM SPACE
TO BE SET
IN A BED OF
APPROVED SEALANT
INTERIOR
VERTICAL CROSS SECTION
METAL STRUCTUREINSTALLAT70N
NOTES:
1. INTERIORAND EXTERIOR FINISHES BYOTHERS.
NOTSHOWNFOR CLARITY.
Z PERIMETERANDJOIN7SEALANTBYOTHERSTOBE
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1/4" MAX.
SHIM SPACE
RENSIONS
DESCRIKION WiE MpgOVEp
REVISED ANCHORS 02/27/18 R.L.
ADDED NEW EXTRUSIONS 1 01/16/20201 R.L.
_ 1/4" MAX.
SHIM SPACE
L INTERIOR
7/16" MIN. r ��D
EDGE
DISTANCE
Q8 SMS OR —� �I
SELF DRILLING u�
SCREWS
METAL EXTERIOR
STRUCTURE BACKER ROD
BY OTHERS & APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED: 01/28/2020
LC.
MI WINDOWS5DTET
STREETMARKET
`R.L /
GRAB. PA 17030-0370
` yy�GENyF''P
z*.�•{{�k ��•,10 51 *,
SERIES 1620 SH REINFORCED
NON —IMPACT 1/8' X 75"
LL
FLANGE INSTALLATION DETAILS
' S 1 �
�p • $TAT OF ty;
/�"�• ;°[ORIOa:•
DRAWN:
owc No.
mo
REV
R.L.S�LE
08
a%�NA1IENG`��\
LMIS R. Lomas P.E.
FL ND.: 62514
NTS WTE 110-
SHEETS02999 OF 17
LROBERTOLOMASP.E.
lCA24-68"6 RD RD LEWISVID.E NC2T029
DLEMCallrlOmespe.mm
ASGBB6-0609
CONCRETE/MASONRY —�
BY OTHERS
OPTIONAL 1X BUCK
SEE NOTES 3 — 7
SHEET 1
BACKER ROD
& APPROVED
SEALANT
BACKER ROD
& APPROVED
SEALANT
OPTIONAL 1X BUCK
SEE NOTE 3 — 7
SHEET i
CONCRETE/MASONRY
BY OTHERS
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWN FOR CLARITY.
2 PER/METERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED INACCORDANCE WTTHASTM EV 12
a ° a
RMSIONS
REV DMCRII1NON DUE APpRQJEO
A REVISED ANCHORS 02/27/16 1 R.L.
B ADDED NEW EXTRUSIONS 1 01/16/2020 R.L.
J I
1 1/4" MIN.
1/4` MAX.
EMBEDMENT
SHIM SPACE
1 /4" MAX
CONCRETE/MASONRY
SHIM SPACE
BY OTHERS
•a .
•
— HEAD TO BE SET
OPTIONAL IX BUCK .
IN A BED OF
SEE NOTES 3 — 7 °
APPROVED SEALANT
SHEET 1 +°
INTERIOR
3/16" TAPCON
INTERIOR
e _a.
e
2"
MIN.
EDGE o
D
�
��
DISTANCE °
EXTERIOR
SILL TO BE SET
IN A BED OF
.a >
APPROVED SEALANT
BACKER ROD
1 4" MAX
A
& D
SHIM SPACE
SEALANT
JAMB INSTALLATION DETAIL
--F
CONCRETEIMASONRYINSTALLA77ON
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
Dm.ml
D.G NO.
R.L.
08-02999
scut NTS
JDAIE 11/30/16 1sREET9 OF 17
L ROBERTO LOMASP.E.
14VWOODFORDRO LEWISVN.E N027Wa
404-6860609 Alomas@Irlwnssps.rom
SIGNED: 0112812020
"'�/IIIIIPI"-
Luis R. Lomas P.E.
FL No.: 62514
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
BACKER ROD
& APPROVED
SEALANT
MAX.
I SPACE
HEAD TO BE SET
IN A BED OF
APPROVED SEALANT
0
�Mtt® =o
EXTERIOR E'�i q INTERIOR
l7 6 O
0
WOOD FRAMING
OR 2X BUCK
BY OTHERS
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCKINSTALIATION
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWNFORCLARRY.
2 PERIMETERAND JOINTSEALANTBY OTHERS TO BE
DESIGNED IN ACCORDANCE WIT H ASTM U 112
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1/4" MAX.
HIM SPACE
1 1/4" MIN.
EMBEDMENT
1
7/16" MIN.
EDGE DISTANCE
RMSONS
REV DESCRIPTION DALE MPRWEC
A REVISED ANCHORS 02/2J/18 R.L.
8 ADDED NEW EXTRUSIONS 01/16/2020 R.L.
1/4" MAX.
SHIM SPACE
INTERIOR
#8 WOOD J �� e
SCREW D
WOOD FRAMING ED
OR 2X BUCK EXTERIOR
BY OTHERS
BACKER ROD
& APPROVED JAMB INSTALLATION DETAIL
SEALANT WOOD FRAMING 0R2XBUCKINS7ALLATI0N
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
OR wN: m No.
R.L. 08-02999
>CAEE NTS IMTE 11/30/16 SHEETIO OF 17
SIGNED., 0112812020
Luis R. Lomas P.E.
FL No.: 62514
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
1/4" MAX.
SHIM SPACE
TO BE SET
BED OF
OVED SEALANT
�j�J� 7x[. �11��I■11
-.-
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
BACKER ROD
& APPROVED
SEALANT WE
HIM MAX.
SHIM SPACE
METALSTRUCTURE—�
BY OTHERS
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BY OTHERS,
NOTSHOWNFORCLARRY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED INACCORDANCE WTIHASTM E2112
REY510N5
DESCRIPTION
REVISED ANCHORS
ADDED NEW EXTRUSIONS
7/16" M EDGE Molql:�:�EX�TERIOR
DISTANCES#B SMS OI RSELF SCREIWS METAL
STRUCTURE BACKER ROD
BY OTHERS & APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
�1 1/4" MAX.
SHIM SPACE
INTERIOR
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: ONG NO. REV
R.L. 08-02999 B
3ULE NTS I WE 11/30/16 15HEU11 OF 17
LHOSERTOLOMASP.E.
1432 WOODFCRD RD LEWISVILLE NC 27023
ausee-osos nlDnd:�+InwRasPs.swR
DATE APPROVED
02/2"/16 R.l
01/16/2020 R.L.
SIGNED: =28/2020
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
••4
i
1/4" MAX.
owl
SHIM SPACE
O
HEAD TOSET
IN A BEE OF
OF
IIIIII
APPROVED SEALANT
INTERIOR
SILL TO DE SET
BACKER ROD
IN A B
BED OF
& APPROVED
APPROVED SEALANT
SEALANT
O 1/4" MAX.
0�
OPTIONAL 7% BUCK
SEE NOTE 3 — 7
�C] 0 SHIM SPACE
SHEET 1
CONCRETE/MASONRY
BY OTHERS
a
VERTICAL CROSS SECTION
CONCRETEIMA SONRY INSTALLATION
NOTES:
1. INTERIORANO EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
P. PER/METERANOJOINTSEALANTBYOTHERSTOBE
DESIGNED IN ACCORDANCE WRH ASTM E2112
REASONS
DESCRIPTION biE MPRWEO
REVISED ANCHORS 02/2]/16 R.L.
ADDED NEW EXTRUSIONS 1 01/16/2020 R.L.
1 1/4" MIN.
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS
•c
s
OPTIONAL IX BUCK
SEE NOTES 3 — 7 a
1/4" MAX.
SHEET 1 .°
SHIM SPACE
INTERIOR
3/16" TAPCON •• v
a
2
MIN.
EDGE
lull
DISTANCE
EXTERIOR
BACKER ROD
& APPROVED
JAMB INSTALLATION
DETAIL
SEALANT
CONCRETEMASONRYINSTALLATION
SIGNED., 0112812020
MI WOW5I0NDEST
MAR ET S REETLC
``\��\Sl1RIILro A
GRATZ, PA 17030-0370•y�GEN6".
j±�
*.�•{�yiL`�••1Da.612/5�1/+Yst 1F=
SERIES 1620 SH REINFORCED
NONGIMPACT
ION X 7IL
•a'
LL
FLANGE INSTALLATION DETAILS
S E C
pO•• $TAT OF ery`
�i'�ps.'L•CORI�P:
oanwu:
MG NO.
RN
08 2999
B/0nllnlll�?\`\`
LD16 R. LOTaS P.E.
FL NO.: 62514
SGLE NTS DAZE 11/30/16 SHEV112 OF 17
L flO8ERT0 LOWS PS
1432W000FORORDLEWISVN.E,NO2=3
d9<-689-0609 mwrias@Iriwnaspe.rom
APPROVED
SEALANT
BEHIND FIN
#6 WOOD
SCREW
NOOD
=RAMING
3Y OTHERS
1/4" MAX.
SHIM SPACE
RMSIONS
OESCPIPLION DATE I gPPROVM
REVISED ANCHORS 02/27/18 1 R.L.
ADDED NEW EXTRUSIONS 1 01/16/20201 R.L.
3/8" MIN F _
EDGE DISTANCE �o� 7 SHIM SPAC
WOOD FRAMING E
BY OTHERS .�
o� #6 WOOD
SCREW INTERIOR
_`J�yIJN L[; I�IY■
Mill I
3/8" MIN
EDGE DISTANCE
#6 WOOD
SCREW
APPROVED _....._....,_.
SEALANT
BEHIND FIN VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCKINSTALLAflON
NOTES:
1. INTERIORAND EXTERIOR FINISHES. BYOTHERS.
NOTSHOWNFORCLARITY.
2. PERIMEERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED INACCORDANCE WTTHASTM E2112
1/4" MAX
SHIM SPACE
WOOD
FRAMING
BY OTHERS
1 1/2"
LI o
MIN.
EMBEDMENT
OO
El
0❑ 0
APPROVED
SEALANT
BEHIND FIN
3/e" MIN
EXTERIOR
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR2X BUCKINSTAL"TION
SIGNED: 0112812020
MI 650NDOSSMAR
R11L7O�/,�
REETLC.
ET STREET
GRATZ, PA 17030-0370
` yyNGENS�•9iP
*� pA,5�6 TT',
SERIES 1620 SH REINFORCED
NON -IMPACT 52 1/8' X 75"
FIN WITH J CHANNEL INSTALLATION DETAILS
O; STATE OF •�;
��"p�•'�LGR1V:•\���
DskwN:
MONO.-299
RCv
R.L
08
B
jss/�NALIENG��`
LUIS R. Lomas P.E.
FL No.: 62s14
NTS WE 11 /30/16 sOEEr 93 OF 17
LROSERTOLOMASP.E
102 WOODFORD RD LEWISVILE NC27O27
434-0809 Rlanoa?W maspe..
APPROVED
SEALANT
BEHIND FIN
#6 SMS OR
SELF DRILLING
SCREW
3/8" MIN
EDGE DISTANCE
�=_I�
I_ IQ
3/8" MIN
J
EDGE DISTANCE
#5 SMS OR
c
SELF DRILLING
SCREW
VERTICAL CROSS SECTION
APPROVED
MET ALSTRUCTUREINSTALLATION
SEALANT
BEHIND FIN
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWNFORCLARfFY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED INACCORDANCE WIMASTM E2112
METAL STRUCTURE
BY OTHERS
1/4" MAX.
SHIM SPACE
1/4" MAX
SHIM SPACE
METAL STRUCTURE
BY OTHERS
PE41510N5
OMsIFTIO. wiE APPROVE.
REVISED ANCHORS 02/27/18 R.L.
ADDED NEW EXTRUSIONS I 01/16/2020 R.L.
1/4" MAX
SHIM SPACE
METAL STRUCTURE
BY OTHERS
NFERIOR
j16 SMS OR
SELF DRILLING n�o
SCREW
APPROVED
SEALANT
BEHIND FIN
EXTERIDfl
3/8" MIN _
EDGE DISTANCE
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED: 0112812020
MI WIONDOWSWESTMBCRKET DOORREETLC
`SIIRIILfo/�i
GRATZ, PA 17030-0370
y •�*\G ENS". 'P
D5 iF
SERIES 1620 SH REINFORCED*•
NON —IMPACT 52 1/8" X 75
(�1/f+C6+
FIN WITH J CHANNEL INSTALLATION DETAILS
OTATE OF •�
S 'PlORl01; G�'e��
PRAWN:
pWC NO.
REV
08
B
,'/7SfOI11A111x\\````
Luis R. Lomas P.E.
FL No.: 62514
xA� NTS pme 11 /30/16 sOF094 OF 17
L ROBERTO LOMAS P.E.
1192WCODFOBDROLEWISVILLENC2ID29
43d 8D609 rllamas�Wlrbmazm.rom
APPROVED
SEALANT
BEHIND FIN
#6 WOOD
SCREW
3/8" MIN
EDGE DISTANCE
I
ilJ N[I III■
l
3/8" MIN J
EDGE DISTANCE
#6 WOOD
SCREW
APPROVED
1 1/2" M
EMBEDME
SEALANT
BEHIND FIN
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLA77ON
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWN FOR CLARITY.
2. PERIMETER AND JOINTSEALANTBYOTHERS TO BE
DESIGNED INACCOROANCE WITHASTM E2112
WOOD
FRAMING
BY OTHERS
1/4" MAX.
SHIM SPACE
1/4" MAX
SHIM SPACE
WOOD
FRAMING
BY OTHERS
RCASIONS
9ESCRIPIION neiE MPR D
REVISED ANCHORS
ADDED NEW EXTRUSIONS 1 01/16/20201 R.L.
1/4" MAX
SHIM SPACE
WOOD FRAMING
BY OTHERS
#6 WOOD
SCREW INTERIOR
1 1/2"
MIN.
EMBEDMENT
APPROVED
SEALANT
BEHIND FIN
3/8" MIN _ EXTERIOR
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMING OF 2X BUCKINSTALLATION
SIGNED: O7/28/2020
MI WINDOWS & LC.
ll ll
0MARKET STREET
\\S
\R�owz"
GRATZ, PA 17030-0370•�NGENyF'9ji
2*• p6 �T',
SERIES 1620 SH REINFORCED
NON —IMPACT 52 1/8" X 75"
—/!/try'1(�((c�1�t',p•�
FIN INSTALLATION DETAILS
y ; STgTF •k�,`
%O•C• 'P[OR1OP•�t
DRRWN:
p 5 NO.
REV
08
95
B
�/•L/rjsT11N1EaG���\
AL
Luis R. Lomas P.E.
FL No.: 62514
'GALE NTS DATE 11/30/16 SHEET OF 17
L ROBERTD LOWS P.E.
1432 WOODFORD RD LEWISWUE, NC 21023
49 8b 0609 AomazOlrbmazPe.mm
T
APPROVED
SEALANT
BEHIND FIN
#6 SMS OR
SELF DRILLING
SCREW
3/8" MIN
EDGE DISTANCE
l=• ��
.. ""
METAL STRUCTURE
BY OTHERS
1/4" MAX.
SHIM SPACE
1/4" MAX
r SHIM SPACE
3/8" MIN
EDGE DISTANCE
j/6 SMS OR
SELF DRILLING
METAL STRUCTURE
BY OTHERS
SCREW VERTICAL CROSS
SECTION
APPROVED METAL STRUCTURE INSTALLATION
SEALANT
BEHIND FIN
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETERANDJOINTSEA"4 BYOTHERSTOBE
DESIGNED IN A CCORDANCE WITH AST M E2172
RMSIONS
REV OESCRIPIION MiE MpRWEO
A REN6E0 ANCHORS 02/2T/16 R.L.
B ADDED NEW D(MUSIONS O1/16/2020 R.L.
1/4" MAX
r SHIM SPACE
METAL STRUCTURE
BY OTHERS
INTERIOR
#6 SMS OR
SELF DRILLING
SCREW
APPROVED J PIQ
S
EA 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
NON —IMPACT 52 1/8' X 75"
FIN INSTALLATION DETAILS
R.L. 08-02999
SO^EE NTS MTE 11/30/16 ISHM16 OF 17
L ROBERTOLOMASP.E.
1432 WC0OFORD RO U5WISVlU E, NC 2Ta23
43mcea0600 moW,R:@IMnacpe.wm
SIGNED: 0112812020
Luis R. Lomas P.E.
FL No.: 62514
3 3/16"
o�
2 5/16" L
QElpe
HEAD/JAMB FINLESS
EXTRUDED PVC(VV008)
3 1
HEAD/JAMB FIN INSTALLATION
EXTRUDED PVC (V.10079
3 1/4" —
O 1 B"
4gp�4�
SILL FINLESS
EXTRUDED PVC (V-1013)
I-- 3 1/4" —1
SILL FIN INSTALLATION
EXTRUDED PVC (V.1012)
2 1
2 1
HEAD/JAMB WITH FLANGE
EXTRUDED PVC (V.1010)
HEAD/JAMB WITH FLANGE
EXTRUDED PVC (VE-000025)
1 1/4"
�o o�
3 13/16" �1f l— 1104 4gp0 3 5/6" �
Lr�Jlr✓ 1 T
L
HEAD/JAMB FIN INSTALLATION SILL FIN INSTALLATION BOTTOM SASH/STILE
WITH J-CHANNEL WITH J-CHANNEL EXTRUDED PVC (V.670)
7/B
STILES
REINFORCEMENT
ALUMINUM 6063-T5(M-2266)
3/4"
1 V�^ri��nJ1
J
MEETING RAIL
REINFORCEMENT
ALUMINUM 600-75 (AE-000162)
-L—rF 15/16"
/�
LOCK RAIL
REINFORCEMENT
ALUMINUM 6063-T5 (M-2115)
L15/16"
3/4" rT
5� II
IS I—�- DRP.
OPERABLE SCREEN R.L.
TRACK W/O LEG saEE
ALUMINUM 6063-T6(M-2341)
00CR ..
REVISED ANCHORS
ADDED NEW EXTRUSIONS
3 1/4" —I
1 8-
SILL WITH FLANGE
EXTRUDEDPVC(V-1015)
SILL WITH FLANGE
EXTRUDED PVC (VE-000021)
pIE1�y 2 3/16"
�L (n
MEETING RAIL
EXTRUDED PVC (V-1016)
flENSIDNS
neTO naflflwED
02/27/18 R.L.
O1/16/2020 R.L.
2
3171 D 1 3/4"
BOTTOM SASH/TOP RAIL
EXTRUDED PVC (11-675)
1 3/4"
8.
34"
Ell
BOTTOM SASH/BOTTOM RAIL
EXTRUDED PVC (V.672)
�I r,/4"
3/16"
G IZLA NG BEAD
RIGID PVC (V-804)
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"
COMPONENTS
DWG N0. REV
OB-02999 B
NTS -E 11/30/16 sREU17 OF 17
43ec "09
Luis R. Lomas P.E.
FL No.: 62514
f
NOTES:
ALL MATERIALS AND CONSTRUCTIONS PROCEDURES SHALL BE IN ACCORDANCE WITH THE LATEST FDOT INDICES AND AS
FOLLOWS:
1. CONCRETE TO BE MINIMUM 3000 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
4f
WCAULFIELD
& WHEELER, INC.
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE - SURVEYING
7900 GLADES ROAD - SUITE 100
BOCA RATON, FLORIDA 33434
PHONE (561)-392-1991 / FAX (560-750-1452
FILE COPY
�.�uunurrrr
nTE OF r s.
0
uunuu•"
DATE 4/27/2020
DRAWN BY EC
F.B./ PG. N/A
WATERSTONE, PHASE 1
DRIVEWAY DETAIL — LOT 59, BLOCK 3
SCALE
NO.
N.T.S.
w
8
6'x6' WELDED
WIRE MESH
16'
4"
THICK
4" THICK d I 4" THICK @ j
I DRIVEWAY I
/20' MAX. APRON @ ROAD
OCAULFIELD & WHEELER, INC.
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE - SURVEYING
7900 GLADES ROAD - SUITE 100
BOCA RATON, FLORIDA 33434
PHONE (561)-392-1991 / FAX (561)-750-1452
WATERSTONE, PHASE 1
DRIVEWAY DETAIL - LOT 59, BLOCK 3
4" EXPANSION
JOINT
4" THICK
SIDEWALK
JOINTS
DATE 4
27 2020
DRAWN BY
EC
F.B. PG.
N/A
SCALE
N.T.S.
JOB N0.
8690