HomeMy WebLinkAboutPRODUCT APPROVALt�at7rcros/ Floddo Building Code Online
/
Professional Regulation r
aaisHome I Laytn l user Registration l HQt Topks submitsurdrarge SoICHovnaniarr SHOP STAMP Lot/Plan: Eden
Florida ISfor
REVIEW Date: Documents.
Review Is for general compliance withthe Construction Documents.
y ; Product Approval Responsibilityfor correctness ofdimensions, details, quantities andsafety
.m USER: Public user duringfobrication Iles solely with the manufacturerand/or contractor.
d
ali2.° x No Exceptions Taken Reviewed By: Dawn B. Korbelak, RA, AIA
PmduQAQQmVal Menu>Pmduaor Aoollmtloneearch>Aooll[aHMIJ >APPllcoee Rejected FL * . FL22401 ja+r.+^s R F'Spbar—
Application Type New
Code Version 2017
Application Status Approved
'Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC anti/or the Commission If necessary.
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Emall
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
RECEIVED
NOV Q 4 "7i9
MI Windows and Doors
Gratz, PA 17030650 West t street ST, LuCiq County, PP4r9nI inq
(717)365-3300 Ext 2560 --
bsitlinger@miwd.com
SCANNED
BY
St. Lucie County
Brent Sltlinger
bsitlinger@mlwd.com
Exterior Doors
Sliding Exterior Door Assemblies
Certification Mark or Listing
American Architectural Manufacturers Association
Steven M. Udch, PE
Validation ChecidIst - Hardoopy Received
Standard Year
AAMA 506
AAAMDMA/GSA 101/IS.2/A"D "E��EWECI. CE
ASTM E1886 Co CAMP
ASTM E1996
ST. LUC9E CCt�PI
Product Approval Method Method 1 Option A
Date Submitted 06/00/2017 ov
https*://www.floAdabuilding.org/pripr_app dg.aspxTpardu wGEVXQw1DgvL7WPh33gWArQsTefSbJhlguVhmiCXzgx5c7pYuRcxwO/Q3Cd%3d
113
12ri7tzvist
Rodda Building Code Online
Date Validated 06/21/2017
Date Pending FBC Approval
Date Approved 06/29/2017
FL # Model, Number or Name Description
2401.1 Sedes 120/130/140 Aluminum Series 120/130/140 Aluminum Sliding Glass Door - Non-Impa
Sliding Glass Doer
imits of Use
Certification Agency Certiticato
Approved for use In HVHZ: No
FL22401 RO C CAC 16368.odf i
Approved for use outside HVHZ: Yes
Fl22401 RO C CAC 16371 df
Impact Resistant: No
Quality Assurance Contract Expiration Dare
Design Pressure: WA
02/02/2022
Other: Refer to Installation Drawing
Installation Instructions
Fl 224DI RO II 08-03087 Ddf
Verified By: LUIS ROBERTO LOMAS 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL22401 RO AE 513976.pd
Created b Inde endent Third Pa : Yes
22401.2
Series 120/130/140 Aluminum
Series 120/130/140 Aluminum Sliding Glass Door (0)(0) - Non -
Sliding Glass Door
Impact
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
F 22401 RO C CAC 16366 odf
Approved for use outside HVHZ: Yes
FL22401 RO C COC 16372 Odf
Impact Resistant: No
Quality Assurance Contract Expiration Data
Design Pressure: N/A
02/08/2022
Other. Refer to Installation Drawing
Installation Instructions
FL22401 RO 11 08-03089 odf
Verified By: WIS ROBERTO LOMAS 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL22401 RO AE 513978 odf
Created by Independent Third Party: Yes -
224111.3
Series 120/130/140 Aluminum
Series 120/1301140 Aluminum Sliding Glass Door - Impact
Sliding Glass Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL22401 RO C CAC 16369.ildf
Approved for use outside HVHZ: Yes
FL22401 RO C CAC 16370.odf
Impact Resistant: Yes
Quality Assurance Contract Expiration Data
Design Pressure: WA
11/29/2021
Other: Refer to Installation Drawing
Installation Instructions
FL22401 RO 11 98-03086.odf
Verified By: LUIS ROBERTO LOMAS 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL22401 RO AE 513975.Ddf
Created by IndependentThirdParty: Yes '
22401.4
Series 120/130/140 Aluminum
Series 120/1301140 Aluminum Sliding Glass Door (OXO) -
Siiding Glass Door
Impact
Limits of Use
Certification Agency Certifi®te
Approved for use in HVHZ: No
Fl 72401 RO C CAC 16367 odF
Approved for use outside HVHZ: Yes
F 22403 RO C CAC 16373.Dd
Impact Resistant: Yes
Quality Assurance Contract Expiration Date
Design Pressure: N/A
12/19/2021
other: Refer to Installation Drawing
Installation Instructions
401 RO 71 es-030ee df
Verified By: WIS ROBERTO LOMAS 62514
Created by Independent Third Party: Yes
Evaluation Reports
R0 AE 513977
17122401 odf
Created by Independent Third Party: Yes
Dadx Rest
Contad Us :: 2601 8i i steno Road, Tallahassee FL 32399 Phone: 850-487-1824
'The State of Florida b an AvEED employer coloyfigirt 200 -2013 Stel,e of Fldda :: Prl ac Slalament n Aoaea%V1W Statement:: Refund Slalafflent
Under Florida law, Mall addreses are public records. If you do not want your a -mall addlew released In response b a pubno-recl rds request, do not send dectroNC
man b Nls ermty. Iruteadr a of the offers by phone or by baditionai mall. It you have any questlans, please mntaR 850.487.1395. •Pur .M b seWon 455.275(1),
Florida stabhs, effeceve oaober 1, 2012. fl ^ n¢nsed under O aptar 455, lu .must provide the Department with an arras add xthey have one. The emalls
https:fMvw.flofidabuilding.org/pdpr app_dfl.aspx?pa(am=wGEVXQWtDgVL7WPh33i G4ArQsTefSbJhl9uVhmiC)Czgx5c7pYuRcxw°/a3d%3d 2/3
VcMded maybe used for of clal communication with the ticensea Haweveremall addresses are publle record. If you do net wish to supply a personal address, please
pmvlde the Department with an emell address which can be made available to the publIQ To determine If you are a Ilmnsee under Uapter4S5, F.S., please C31& here.
ProductApprorml Accepts:
0 am ® PL M
SCCllill\'TI LTI:IQS
https:pvmw.floridabuilding.org/prlp� app dtl.aspXlparamzvGMQWtDgvL7WPh33UCNArQsTefSbJhlguVhm!CXzgx5c7pYuRrxwOlo3d%3d 3/3
L. Roberto Lomas P.E.
1432 Woodford Rd.
Lewisville NC, 27023
434-688-0609
RHornm lrtomsspe.wrn
Manufactarer: MI Windows and Doors LLC
650 West Market Street
Gratz, PA 17030
Engineering Evaluation Report
Product Una: Series 12011301140 Aluminum Sliding Glass Door - Non -impact
Report No.: 513976
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 08-03087, prepared, signed and sealed by Luis Roberto Lomas P.E.
2. Report No.: 1223.03-106-12 signed and sealed by Michael D. Stremmel, P.E.
Molimo. LLC, York PA.
AAMANVDMAICSA 101/1.5.2/A440-08
Design pressure: t55.13psf
Water penetration resistance: 3.76psf (standard sill)
Water penetration resistance: 8.36psf (2 5/8" sill extender)
Water penetration resistance: 9.82psf (31/2" sill extender)
3. Anchor calculations, report number 513976-1, prepared, signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use:
• Maximum design pressure:
➢ +25.0165.Opsf (standard sill where water penetration resistance is required)
➢ t55.Opsf (2 518" and 3 1/2" sill extender where water penetration resistance is required)
➢ t55.Opsf (standard sill, 2 5/8' and 3 1/2" sill extenders where water penetration resistance is not
required)
• Maximum panel size: 48 5/8" x 931/2"
• Approved configurations: ox XO, XX, OXXO, PX, XP, PXXP, PIX, XIP, PIXXIP, XIX, OIX, XIO,
PIIX, XIIP, XIIX, OIIX, AID, PIIDC, XIIIP
Units must be glazed per ASTM E1300-04109 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 6005-T5.
Installation: Units must be installed in accordance with manufacturer's Installation instructions and approval document
08-03087.
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).
E N d`'hq&P
*• 0 61 •*=
TAT E OF
"A
OWN
����
/aNA ";�\\\�
8/11111110
Luis R. Lomas, P.E.
FL No.: 62514
06/19/2017
(Validator / Operations Administrator)
MI Windows & Doors, LLC
P.O. Box 370
Gratz, PA 17030-0370
Attn: RickSawdey
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
AAMAMIDMAICSA 10111.S.21A440-08
LC-PG55-4842x2438(191x96)SD
COMPANY AND CODE
CPD NO.
SERIES MODEL $ PRODUCT
DESCRIPTION
MAXIMUM SIZE TESTED
MI Windows &Doors, LLC
16371.
12011301140 SOD
(AL)(OXXX)(OG)(INS OIL)
FRAME
4842 mm x 2438 mm
PANEL
1235 mm x 2375 mm
Code: MTL
(MODIF)(ASTM)
(15'11" x 8'0'1
(4'1" x T10")
This Certification will expire February 2, 2022 and requires validation until then by continued listing in the current AAMA Certified
Products Directory.
Product Tested and Reported by: Mollmo, LLC
Report No.: 1223.03-106.12
Date of Report March 3, 2017
JGS/JTS
ACP-04 (Rev. 6/16)
Evaluated for Certification: March 28, 2017
�r
oq d Laboratories, Inc.
Authorized for Certification: March 28, 2017
AmeNAn ArchitecturalManufacturers Association
L. Roberto Lomas P.E.
1432 Woodford Rd.
Engineering Evaluation Report
Lewisville, NC 27023
434-688-0609
rllomas@lrlomaspe.com
Manufacturer: MI Windows and Doors LLC
650 West Market Street
Gratz, PA 17030
Product Line: Series 420 Aluminum SGD 96" x 96" Reinforced without adapter
Report No.: 512969C
Compliance:
The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1(d). The product listed
herein complies with requirements of the current Florida Building Code.
Supporting Technical Documentation:
1. Approval document: drawing number 08-02249 Revision C, 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
AAMAIWDMA/CSA 101/I.S.2/A440-08
Design pressure: t35.Opsf
Water penetration resistance 6.0psf
3. Anchor calculations, report number 512969-1B and 512969-2, 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 W x 95'
Approved configurations: OX, XO, XX, XP, PX, XIP, and PIX
• Units must be glazed per ASTM El 300-04109, 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 borne debris regions.
• Frame material to be aluminum 6063-T5.
Installation:
Units must be installed in accordance with manufacturers installation instructions and approval document, 08-02249
Revision C.
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
v •�\C E N S�.•'9cp�'`i
TAT OF
��'�••:c�OR10P• ��P
MAL1��G`��.
Luis R. Lamas, P.E.
FL No.: 62514
06/21/2017
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL
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.
S. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
8. FOR 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 APPUCABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL- EXTRUDED ALUMINUM 6005-T5.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, WITH SAFETY GLAZING.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO
SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
DESCRIPTION
2 -
5 - 23 I INSTALLATION DETAILS
24 SILL RISER DETAILS
RLM ON3
REV oESWPIION ws MPIEN'Ot
15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1
7/8" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
INSTALLATION DETAILS.
16. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #14 SMS OR SELF
DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATTONS AND INSTALLATION
DETAILS.
17. ALL FASTENERS TO BE CORROSION RESISTANT.
18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD: MINIMUM SPECIFIC GRAVITY OF 0=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. MEFAL STRUCTURE: STEEL 18GA (.04B") FY-33KSI/FU=52KSI OR
ALUMINUM 6063-75 FU-30KSI .048" THICK MINIMUM
19. APPROVED CONFIGURATIONS: OX, XO, XX, OXXO, PX, XP, PXXP, PIX. XIP, PIXXIP, XIX, OIX,
XIO, PIIX. XIIP, XIIX, OIIX, MID, PON. XIIIP
20. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO
NOT REQUIRE WATER INFILTRATION RESISTANCE.
OVERHANG RATIO a OVERHANG LENGHT/OVERHANG HEIGHT.
SIGNED: 06/14/2017
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 120/130/140 ALUMINUM SLIDING
CHARTS TAR. I 08-03087
LROBEWOLDWSP.E — I Luis R. Lomas P.E.
VFORORDL S"VlNl�Rczron FL No: 62514
6". MAX
6" MAX
1L
MAX MAX B.C.
FRAME -�—•
HEIGHT
I
6' MAX
191' MAX FRAME WIDTH
16'
MAX 0
6" MAX
O
�
7
SERIES 120ALUMNUM SLIDING GLASS DOOR NON -IMPACT 2. 3, & 4 TRACKIOXXXI
EXTERIOR VIEW
FINLESS& FLANGE INSTALLATION
WRHS'rAWRDSILL WI7112"'A3 PrSg1 EXTENDERS
DESIGN PHESSURERARNO IMPACTRATWG DESIGAIPRESSURER477MG IMPACTRANNG
+25.0%55.0PSF NONE t5aa0PSF NONE
MERE WATERPENEM47IONRESISTANCEISREOUIRED WHERE WATER PENETRATION RESISTANCE IS REQUIRED
NOTES.
1. IMXIMUMPANEL SIZE 466M'x 9312'
2. MAXIMUMD.LO:405,0'xS512-
WRH STANDARDSILL25rS 312'SILL EXTENDERS
DESIGNPRESSURER47ING IMPACTRAnNG
t55.OPSF NONE
WHERE WATER PENETRATIONRESISTANCEISNOTREIXI/R
!!l--- (2) ANCHORS
PER LOCATION
J SEE CHARTS
#1. #2
FOR NUMBER
OF LOCATIONS
REr6-0N3
DMOW110N DALE MPADhD
Chart0.l-UnBd,alM 2nannln
Numborotan orlbcetlanom ulmtl anaamporlpm0on
Fmmo
Frame Width In
tbIght
40.00
60.00
/200
BA00
86.00
On)
HSS
JemD
HSS Jefnb
1155
Jamb
HSS
Jemb
HSS JemD
80.00
4
8
4 6
5
8
8
8
7 6
8A00
4
6
4 6
e
e
6
B
7 a
90.00
4
6
4 6
5
6
6
6
7 6
80.00
4
T
/ 1 7
6
7
8
]
7 7
Numberofenchatloce0erm rn uimtl(2enchore
orla ffen)
F.M.
Fmmo Wf4fh In
Height
MOD
180.00
10SOO
12600
141.00
n
HSS
JemD
MSS
Jamb
NSS Jamb
NSS
JemD
NSS
Jamb
Mm
6
6
6
6
1 ] 1 6
1 B
1 8
10
I 6
"m
6
6
6
6
7 e
B
6
10
B
man
5
6
6
8
] 6
S
6
10
B
MOD
5
7
6
7
]
B
1 7
10
1 7
NYmber oranchor lomtlamro ulretl enehom rleutlpn
Fmmo
Fmmo Width n
Height
n
uses
HSS
Jarnn
I "n
HSS
1.3
I"
HSS JemD
loam
HSS
JemD
1S200
NSS Jamb
am
7
9
B
8
10 6
tt
B
13 6
Am
7
6
8
6
10 6
11
6
13 6
80.00
7
8
B
6
10 a
it
6
19 D
00.00
7
7
S
7
10 1 1
1t
]
13 7
SIGNED., 0611412017
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 120/130/140 ALUMINUM SLIDING
GLASS DOOR — NON —IMPACT
ELEVATION
08-03087
1432 fYDODPoRDROLEWlSVDlE NC2I021 I Luis R. Lomas P.E.
4066snmmy e toome."pa. FL No : 62514
AM
6" MAX
I
I
I
I
I
I
I
1 16"
96,
I MAX O.C.
MAX
FRAME
1
HEIGHT
I
I POCKET UNDER
I SEPARATEAPPROVAL
I TO BE REVIEWED BY
BUILDING OFFICIAL
I
I 56MAX
191" MAX FRAME WIDTH
16"
�— MAX Q.C.
6' MAX —I
0
j
IMI s¢amnoR I am I wPP 1
HOOK STRIP
(1) ANCHOR
PER LOCATION
SEE CHART
$1, #2 & 63,
SHEET 2 FOR
NUMBER OF
LOCATIONS
POCKET UNDER
SEPARATE APPROVAL I
TODEREVIEWEDBV I
BUILDING OFFICIAL I
I
I
I
�-- HEAD AND SILL (2) ANCHORS
SERIES 120 ALUMINUM SLIDING GLASS DOOR NON -IMPACT 2, 3, & 4 TRACK (PIXXIP)
PER LOCATION. SEE CHARTS p1, y2 #3
EXTERIOR VIEW
FOR NUMBER OF LOCATIONS
FINLESS S FLANGE INSTALLATION WITII HOOKSTRIP
WITHSTANDARDSILL iV?H2S2•& 312•SILL EXTENDERS
DESiGNPRESSURERATINO I IMPACTRA77NG DESIGNPRESSURERARNG IMPACTRATING
+250/,55OPSF NONE t55.OPSF NONE
WHERE WA TER PENERtATION RESISTANCE IS REQUIRED WHERE WATER PENETRATION RESISTANCE IS REWIRED
SIGNED: 06/14/2017
KLLC
M( DOORS
WIIHSTANDARD SILL 258'& 31?SILL EXTENDERS
650DSTREET
W�rz MARKET
DESIGNPRESSURERATINO (MPACTRATINO
PA
V F•, ;
*'
SERIES 120/130/140 ALUMINUM SLIDING
=*% 0 6
t550PSF NONE
CLASS DOOR — NON —IMPACT
,!mOFy{,'c�
ATE
NOTES:
1. MAXIMUM PANEL SIZE.'488�&•x931? WHERE WATER PENETRATION RESISTANCE ISNOTREWIRED
ELEVATION
t
�p , Z
o���'TONAI. Q
2. MAXIMUMD.LO.:40&rx85f?
OB-03087
T4tt11II
s"•," NTS o" 04/18/17 —3 OF 24
IIA
HARDWARESCHLDULE
mEMROLIERAB MLV2PERPAWJLrFROMFACBENOOFBOTTOMRALL,
LRMIERTC) D P.E.
fA92WO0DPoflOflGLE✓ASVGLE N(IT]029
IMd9&Ofi0.9 4lmmas(PMsempemm
Luis R. Lomas P.E.
FL No.: 62514
0 �
jo�_IIOCKEr
two
POCKET POCKET POCKET
T !•-! T
OPPOSITE)
Oxxo
MOM
Oki
_T T•_T T
XIIO (OIIX OPPOSITE)
PIIIX (XIIIP OPPOSITE)
75*
J
PIN (XIIP OPPOSITE)
APPfNVED
LAYOUTS SHOWN AS REFERENCE ONLY.
PANELS MAYBE MIXED & MATCHED AS
NECESSARY
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 120/130/140 ALUMINUM SLIDING
GLASS DOOR - NON -IMPACT
PLAN VIEWS
NTS
SIGNED: 0644/2017
Luls 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 ZX BUCK
BY OTHERS
5/8' MIN.
EDGE DISTANCE
— I
1 3/8' MIN.
1 3/8' MIN.
EMBEDMENT
1/4' MAX.
SHIM SPACE
EDGE
DISTANCE
#14 WOOD SCREW
RBLi5at6
asaaPnax
,_ 1/4' MAX.
INTERIOR
j I14 WOOD FXTERfO
SCREW
WOOD FRAMING
OR 2X BUCK
INTERIOR BY OTHERS I Lz_ou��
EXTERIOR NOTES:
1. NOTSOWNDEXTEAIOAFlNISNFS, BYOTHERS,
NO imETER FOACIN7'SE
2. PEAIGNED INACCORDANCLMMASTME2117YIBE BACKER ROD
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y NTS °"E 04/18/17 503308� OF 24
LROSERTOLOMASP.E
IA WOODFORDRDIEWISV &NC2M23
Lui9 R. Lomas P.E.
FL No.: 62514
190bBSd609 mamas@Llamazpe.mm
METAL
STRUCTURE
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
BACKER ROD
& APPROVED
SEALANT
METAL
STRUCTURE
BY OTHERS
5/8' MIN.
EDGE DISTANCE
1/4- MAX.
SHIM SPACE
#14 SMS OR
SELF DRILLING
SCREW
PEY Ms
DUMc N ah � Rp
..1 III... 1/4- MAX*
SHIM SPACE
M N. II 1 11 L
MIN.
EDGE
DISTANCE
f I I14 SMS ORA
SELF DRILLING
SCREWS
INTERIOR
METAL
EXTERIOR STRUCTURE
ES: BY OTHERS
INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWN FOR CLARITY.
PERIMETERAND JO/NTSEALANT BYOTHERS TO BE
DESIGNED INACOORDANCE WITHASTME2112 iH
5/8" MIN.
VERTICAL CROSS SECTION EDGE DISTANCE
METAL STRUCTURE INSTALLAVON
f0 BE SET
BED OF
3VED SEALANT
1/4" MAX.
SHIM SPACE
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALIAT70N
SIGNED: 0611412017
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 120/130/140 ALUMINUM SLIDING
GLASS DOOR — NON —IMPACT
3 TRACK FLANGE INSTALLATION DETAILS
OMG NO.
08-03087
NTS ° 04/18/17 � 18 OF 24
Luis R. Lomas P.E.
FL No.: 62514
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1X BUCK
SEE NOTES 3 — 7
SHEET '
BACKER ROD
& APPROVED
SEALANT
BACKER ROD
& APPROVED
SEALANT
OPTIONAL 1X BUCK
SEE NOTE 3 — 7
SHEET 1
CONCRETE/MASONRY
BY OTHERS
4
EXTERIOR
1 7/8' MIN.
EDGE DISTANCE
y
' 1 1/4" MIN.
d;•,. EMBEDMENT
1/4' MAX.
SHIM SPACE
1/4' TAPCON
REVmONS
Nn oLscRPnox w¢ °PraD+m
1 1/4" MIN.
EMBEDMENT
1 7/8'
MIN. y. .:. •''<
EDGE
DISTANCE
�wwY.w
NOTES:
1. INTER/GRAND EXTERIOR FINISHES, BYOTHERS,
4 7/16"
>•b'>'
NOTSHOWNFORCLARRY.
MIN
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
SEPARATION
DESIGNED IN ACCORDANCE WITH ASTM E2112
INTERIOR
1/4' TAPCON
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
.a• 1. • a.. b. .•4 .:: A .a .
4 7/16" MIN 1 7/8' MIN _
SEPARATION EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRE7E,MASONRYINSTALLATI0N
1/4" MAX.
I SHIM SPACE
1 1/4' MIN
EMBEDMENT
1/4' TAPCON '
CONCRETE/MASONRY °.
BY OTHERS
OPTIONAL 1X BUCK -
SEE NOTE 3 — 7
SHEET 1
1/4" MAX.
SHIM SPACE
INTERIOR
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
CONCRETEIMASONRYINSTALLATION
SIGNED: 0611412017
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 120/130/140 ALUMINUM SLIDING
GLASS DOOR — NON —IMPACT
3 TRACK FLANGE INSTALLATION DETAILS
M No.
08-03087
NTS p°E 04/18/17 sx'L' 19 OF 24
L ROBERfOLOMASP.E
11 LVODBFORDRDL ISWI ,,NC2=
d3ddB2-0E09 ePomae®I�lamasoe.mm
.1flI111111'-
Luls R. Lomas P.E.
FL No: 62514
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
c In' u
ICE
1 3/8' MIN.
EMBEDMENT
5/ "
MIN.
EDGE
DISTANCE
#14 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED IN ACCORDANCE WITH ASTM E2112
#14 WOOD SCREW
I
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1/4' MAX.
SHIM SPACE
�13/8_ MIN
EMBEDMENT
5/8' MIN
VERTICAL CROSS SECTION EDGE DISTANCE
WOOD FRAMING OR 2X BUCK INSTALLATION
RMSIONS
s ffl soN
1/4' MAX.
SHIM SPACE
mm I R MNID
INTERIOR
EXTERIOR
BACKER ROD ,IAMB INSTALLATION DETAIL
& APPROVED WOOD FRAMING ORUBUCKINSTALLATION
SEALANT
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 120/130/140 ALUMINUM SLIDII
GLASS DOOR — NON —IMPACT
4 TRACK FLANGE INSTALLATION DETAI
NTS
08-03087
SIGNED: 0611412017
Luls R. Lomas P.E.
FL No.: 62514
METAL
STRUCTURE
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
METAL
STRUCTURE
BY OTHERS
5/8' MIN.
EDGE DISTANCE
1/4' MAX.
SHIM SPACE
014 SMS OR
SELF DRILLING
SCREW
INTERIOR
VERTICAL CROSS SECTION
METAL STRUCTUREINSTALLATION
5/8'
MIN.
EDGE
DISTANCE
I
#14 SMS OR
SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS
NOTES:
1. INTERIORANO EXTERIOR FINISHES, BYOTHERS,
NOTSHOWNFORCLARNY.
2 PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED IN ACCORDANCE WITH ASTM M 12
x ONS
Da=POON
1/4' MAX.
SHIM SPACE
OA7 1 MPRCdFD
INTERIOR
EXTERIOR
"0 BE SET
BED OF
NED SEALANT
BACKER ROD JAMB INSTALLATION DETAIL
& APPROVED METAL STRUCTURE INSTALLATION
SEALANT
1/4• MAX.
SIGNED: 0611412017
SHIM SPACE
MI WINDOWSLLC
WES
T MARKET STREET 650MARKETEAA/X�i
*\GENS".
GRATZ, PA 17030
`fir; p
SERIES 120/130/140 ALUMINUM SLIDING
=*• D„6267�t'*'
GLASS DOOR — NON —IMPACT
4 TRACK FLANGE INSTALLATION DETAILS
�p STATE OF
a-- cxc xD,
uv
— �7�ZS/DNAj1�a\\\\
08 0330087
sDUE wi[
NTS 04/18/17 21 OF 24
LROSERTOLOMASP.E
Id92WOODMMRDIEMSVZLLENC27023
L1115 R. Lomas P.E.
FL 62514
A%E280609 0bmaz®Manazpe.mm
Ak
OTHERS
OPTIONAL IX BUCK
SEE NOTES 3 — 7
SHEET 1
BACKER ROD —
& APPROVED
SEALANT
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
4 7/16" MIN 1 7/8" MIN. L
SEPARATION EDGE DISTANCE
a
••
A, d ° 1 1/4° MIN.
.� v , a °a• EMBEDMENT
A v
1/4" MAX.
SHIM SPACE
1/4" TAPCON
REV610N5
REV DESCIM"ON DALE 1 MPROYEO
1 1/4" MIN. 1/4" MAX.
EMBEDMENT SHIM SPACE
1 7/8° INTERIOR
EDGE
MIN.
a '•'.. '
DISTANCE ... ': ..
9
4
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWNFORCLARRY.
2 PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED INACCORDANCEWRHASTM E2112
INTERIOR
1/4" TAPCON
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1/4" MAX.
SHIM SPACE
OPTIONAL 1X BUCK' I
SEE NOTE 3 — 7 •B a : a
SHEEP 1 ... �;'a. ...a.. .'av.'.. .�. a 1 1/4" MIN
,va.. EMBEDMENT
d 4•'
CONCRETE/MASONRY 4 7/16° MIN v1 7/8" MIN
BY OTHERS SEPARATION EDGE DISTANCE
e
EXTERIOR
IN e "
RATION
1/4" TAPCON
e
CONCRETE/MASONRY e
BY OTHERS"A
OPTIONAL 1X •BUCK BACKER ROD
SEE NOTE 3 — 7 & APPROVED
SHEET 1 SEALANT
JAMB INSTALLATION DETAIL
CONCRETE/MASONRY INSTALLATION
SIGNED: 06/14/2017
MI WINDOWS
IiL10
�LLC
650W ST M RKE STREET
`\5111Ri
i
GRATZ, PA 17030
` �r,.\C+BNSF"tgiP
=*• 0
SERIES 120/130/140 ALUMINUM SLIDING
GLASS DOOR —NON—IMPACT
,611�ts'ta+*
-q �E K
TAT OF
4 TRACK FLANGE INSTALLATION DETAILS
;
AQ,• �,,
�i;F[ORTO;' G��\
Dxro NO.
REV
08 5033T087
—
�p'Na11El��A�•
w,E
NTS 04/18/17 22 OF 24
Luis R. Lomas P.E.
FL No.; 62514
LROSERTOLDMASP.E
I3 lWDFORDRDLEWISVIL,, NC27023
L6Q M609 rllomas®Nwnaz00.[om
1 3/8' MIN.
AIN. EMBEDMENT
NT
WOOD FRAMING FRAMING
OR 2X BUCK #14 WOOD OR WOOD BUCK
BY OTHERS SCREW BY OTHERS
#14 WOOD
SCREW
5/8' MIN.
5/8- MIN. EDGEDISTANCE
HOOK STRIP
EDGE DISTANCE
HOOK STRIP
INTERIOR INTERIOR
PANEL INTERLOCK � PANEL INTERLOCK
EXTERIOR EXTERIOR
HOOKSTRIP (M-2533) INSTALLATION HOOK STRIP (M-2534) INSTALLATION
2XBUCK4YOOD FRAMING 2XBUCKIWOOD FRAMING
METAL SRRUCTURE
METAL STRUCTURE I' II BY OTHERS
BY OTHERS
#14 SELF DRILLING
SCREW F
#14 SELF DRILLING
1
5/8- MIN.
SCREW
5/8" MIN.
EDGE DISTANCE
EDGE DISTANCE
HOOK STRIP
HOOK STRIP
INTERIOR
INTERIOR
PANEL INTERLOCK r
__ rPANEL INTERLOCK
EXTERIOR
HOOKSTRIP (M-2533) INSTALLATION
METAL STRUCTURE
EXTERIOR
HOOKSTRIP (M-2534) INSTALLATION
METALSTRUCTURE
PEVRIOPS
I P I Dm FOON I CAM I /PpP
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOTSHOWNFORCLARRY.
2. PERIMETER ANDJOINTSEALANTBY OTHERS TOSE
DESIGNED INACCORDANCE WTIHASTME2112
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 120/130/140 ALUMINUM SLIDING
GLASS DOOR — NON —IMPACT
HOOK INSTALLATION DETAILS
DMM: ON NO.
A.R. 08-03087
scvE NTS — 04/18/17 —23 OF 24
LROSEHTOLOMASP.E
fI WDODFORDRDI.EMSVILLE NC=J
rassesasos mo�s�lrtmr wa>�
SIGNED. 0611412017
Luis R. Lomas P.E.
FL No.: 62514
1 1/4" MIN.
1 1/4" MIN.
EMBEDMENT
EMBEDMENT
1X BUCK BY OTHERS,
1X BUCK BY OTHERS,
1X BUCK TO BE
IX BUCK TO BE
' e
PROPERLY SECURED
PROPERLY SECURED
�MASONRY/CONCREfE
MASONRY/CONCRETE
1/4' TAPCON1/4"
BY OTHERS
BY OTHERS
TAPCON
1 3/4" MIN.
iF1
HOOK STRIP
DGE DISTANCE
HOOK STRIP
�
a..
'i 1 3/4" MIN.
• EDGE DISTANCE
INTERIOR
—r
INTERIOR
EXTERIOR
HOOK STRIP (M-2533) INSTALLATION
MASONRY/CONCRETE
�—{-3/4•
3
3 1/2'
3 1/2" SILL EXTENDER
ALUMINUM 600-T5.062'THICK
PANEL INTERLOCK
EXTERIOR
HOOK STRIP (M-2534) INSTALLATION
MASONRY/CONCRETE
2 5/8" SILL EXTENDER
ALUMINUM 6060-T5.062' THICK
RMSONS
D60 ON
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 120/130/140 ALUMINUM SLIDING
GLASS DOOR — NON —IMPACT
SILL RISER DETAILS
own No.
OB-03087
Ohm I MPR
SIGNED. 0611412017 1
Luis R. Lomas P.E.
FL NO.: 62514
IQ_ /17/2019 ; _ Florida Building Code Online
urre�. Ul"Affl
76 • a 1 g
d rr
Lo EMS Home g in User Regisexuon •� Hotwes Submltsur arge SHOP STAMP Lot/Plan: Eden
s
J ovnanian'
d'1V a Companies REVIEW Date: Documents.
Product Approval Review is for general compliance with the Construction Documents.
Ii-. Responsibility for correctness of dimensions, details, quantities and safety
E# USER: Public User during fabrication lies solely with the manufacturer and/or contractor.
.t.Y�„p X No Exceptions Taken Reviewed By: Dewn B.Korbelak,RA,AIA
Pmduc[ Approval Menu > Product or Application Search > Application Detail Rejected Q /-
FL # FL17499-R5 Oaw,1
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
W Hated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
https:/Avww.floridabuilding.org/pr/pr�_app—dd.aspx
i�
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
RECEIVED
NOV 0 4 419
ST, Lucie County, Permitting
SCANNED
Si / uc e County
Certification Mark or Listing
American Architecture[ Manufacturers Association
Steven M. Urich, PE
?] Validation Checklist - Hardoopy Received
Standard
AAMA 506
AAMA/WDMA/CSA 101/I.S.2/A440
AAMA/WDMA/CSA IOI/I.S.2/A440
Year
2011
2008
Method 1 Option A
REVIEWED V:oFt
03/18/2019 E CO�PLIpNCE
03/18/2019 COD
S-re LUCIE COUMTV
BOCC 1/4
1 Q/17/2019
Florida Building Code Online
Date Approved 03/27/2019
SummaU of Products
FL #
Model, Number or Name
Description
17499.1
185 SH
36x84 Fin/Flange Frame IG/SG Impact Single Hung
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 RS C CAC APC (13278 185 SH (10 72 yAj
FL17499 R5 C CAC APC (13279 185511 7231,pdf
Approved for use outside HVHZ: Yes
FL17499 RS C CAC APC ( 31 280) 185 SH (10172X Pdf
Impact Resistant: Yes
Design Pressure: +55/-55
FL17499 R5 C CAC APC (13292) 185 SH (101723),p ff
Other: R-PG55*, Missile Level D, Wind Zone 3. Glass to be
Quality Assurance Contract Expiration Date
bedded In Pecora 896 sealant.
10/17/2023
Installation Instructions
FL17499 R5 II 08-02545B.pdf
Verifed By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 RS AE 513321B-3.pd
Created by Independent Third Party: Yes
17499.2
1185 SH
52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 RS C CAC APC (1326 185 SH (1008231,pdf
FU7499 RS C CAC APC f13270) 185 S 008 ,pd(
Approved for use outside HVHZ: Yes
Impact Resistant: No
FU7499 RS C CAC APC (13271) 85 S Ol 0823),pLdf
Design Pressure: +60/-60
FL17499 RS C CAC APC f13361 185 SH 100823)�df
Other: R-PG60
Quality Assurance Contract Expiration Date
10/08/2023
Installation Instructions
FL17499 RS II 08-02549B.pdf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FU7499 RS AE 513327B-4&Af
Created by Independent Third Party: Yes
7499.3
185 SH
36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 R5 C CAC APC (1327 185 SH (101723),pdf
FL17499 RS C CAC APC ( 3 3)185 S 101723),pd(
Approved for use outside HVHZ: Yes
FL17499 RS C CAC APC (13274) 185 SH f101723),pdf
Impact Resistant: No
Design Pressure: +60/-60
FL17499 RS C CAC APC (1363 185 SH 101723)pdf
Other: R-PG60*
Quality Assurance Contract Expiration Date
10/17/2023
Installation Instructions
FL17499 RS IT 08-02550B.pdd(
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 RS AE 513328E-S.pdf
- - - —
Created by Independent Third Party: Yes
17499.4 185 SH
36x71 Fin, Finless, Flange Frame IG Single Hung
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 RS C CAC APC H0462.01-309-47-RO 185 SH
,(042522)49
Approved for use outside HVHZ: Yes
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +60/-67
04/25/2022
Other: R-PG60*
Installation Instructions
FL17499 RS II 08-03163Adj
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 RS AE 514082.odf
Created by Independent Third Party: Yes
17499.5
185 SH
36x72 Fin, Flange, and Finless Frame Insulated Glass
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17499 RS C CAC APC(17811)1583.02-106-11-RO 185
SH 0 1423 ,pdf
Approved for use outside HVHZ: Yes
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +60/-70
06/14/2023
Other: R-PG60
Installation Instructions
FL17499 R5 II 08-03383.pd(
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
https://www.floridabuilding.org/prlpr_app_dU.aspx 2/4
IU/17/2019;
Florida Building Code Online
FL17499 RS AE 514377.pdf
Created by Independent Third Party: Yes
17499.6
185 SH
52x62 Fin, Flange, and Finless Frame, Insulated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 R5 C CAC APC( 12)1711.08-106-12-RO 185
Approved for use outside HVHZ: Yes
5h(072723),{1dj
Impact Resistant: Yes
Quality Assurance Contract Expiration Date
Design Pressure: +50/-63
07/27/2023
Other: R-PG50
Installation Instructions
FL17499 RS 11 08-03379.pdi
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R5 AE 514373.gdf
Created by Independent Third Party: Yes
17499.7
185 SH
52x62 Fin, Flange, and Finless Frame, Insulating Lams Glass
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17499 R5 C CAC APC(17813)1711.04-106-12-RO 185
5A(0 2 2 ,pdf
Approved for use outside HVHZ: Yes
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +50/-63
07/27/2023
Other: R-PG50
Installation Instructions
FL17499 R5 II 08-03381.odf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 RS AE 514375.pdf
Created by Independent Third Party: Yes
17499.8
185 SH
36x72 Fin, Flange, Finless Frame, Insulated Glass
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17499 RS C CAC APC(17816)1711.07-106-11-RO 185
5HH(072723),pd[
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Quality Assurance Contract Expiration Date
Design Pressure: +60/-70
07/27/2023
Other: R-PG60
Installation Instructions
FL17499 R5 IT 08-03380.pd(
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R5 AE 514374.pdf
Created by Independent Third Party: Yes
17499.9
185 SH
52x72 Fin/Flange Frame IG/SG Impact Single Hung
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 RS C CAC APC (13275)}$5 5tL(100823)Aa
FL17499' RS C CAC APC (13276) 185 SH (100823 Z9
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
FL17499 RS C CAC APC (13277) 185 SH 100823
Design Pressure: +55/-55
FL17499 RS C CAC APC (13291) 185 5 00823
Other:. R-PG55, Missile -Level D, Wind Zone 3. Glass to be
Quality Assurance. Contract Expiration Date -
bedded In Pecora 896 sealant.
10/08/2023
Installation Instructions
FL17499 R5 11 08-02544E-1.pdf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R5 AE 513320E-l.pdf
Created by Independent Third Party: Yes
17499.10
185 SH
52x84 Fin/Flange Frame IG/SG Single Hung
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 RS C CAC APC (13263) 185 SH (100923),pd[
Approved for use outside HVHZ: Yes
FLIZ499 RS C CAC APC (13264) 185 SH (100923).odf
Impact Resistant: No
FL17499 RS C CAC APC (13265) 185 SH (100 23),gd[
FL17499 R5 C CAC APC (JaW2allIS SH (100923),pdf
Design Pressure: +60/-60
Other: R-PG60
Quality Assurance Contract Expiration Date
10/09/2023
Installation Instructions
FL17499 RS II 08-02546B-2.odf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R5 AE 5133228-2.pdf
Created by Independent Third Party: Yes
17499.11
185 Triple SH
111x72 Fin Frame IG/SG Single Hung 110x72 Flange Frame
IG/SG Single Hung
https:l/W .poridabuilding.org/prlpr app_d8.aspx 314
Florida Building Code Online
10/17/20191
(
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 RS C CAC APC (i33411 185 SH TPL (1104231.odf
Approved for use outside HVHZ: Yes
FL17499 R5 C CAC APC (1 3 185 SH TPL ( 21 3 .odf
Impact Resistant: No
FL17499 R5 C CAC APC (13346) 185 SH TPL 11020231,p_d(
Design Pressure: +50/-50
FL17499 RS C CAC APC ( 3348 185 SH TPL (302123)ydf
Other: R-PG50*
Quality Assurance Contract Expiration Date
10/20/2023
Installation Instructions
FL17499 R5 11 08-02548B.pdf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R5 AE 5133245-6.piff
Created by Independent Third Party: Yes
17499.12
185 Twin SH
106x72 Fin Frame IG/SG Single Hung 105x72 Flange Frame
IG/SG Single Hung
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17499 RS C CAC APC (133401 185 SH TWN 1102123),j
FL17499 R5 C CAC APC (133421 385 5H TWN (1104231A &
Approved for use outside HVHZ: Yes
Impact Resistant: No
FL17499 RS C CAC APC (13347) 185 SH TWN (102023),pdj
FL17499 RS C CAC APC ( 33 185 5H TWN (10212j1&
Design Pressure: +45/-45
Quality Assurance Contract Expiration Date
Other: R-PG45
10/20/2023
Installation Instructions
FL17499 R5 II 08-02547E-7,pff
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R5 AE 513323B-7.pdf
Created by Independent Third Party: Yes
Bock Next
Contact Us :: 2601 Blair Stone Road, Tallahassee R 32399 Phone: 850487-1824
The State of Florida Is an ANEEO employer. C_oyy�9hl 2n07-2013 State o/ Florida. a Pdvsw Statement :: AccessiblllN Statement :: Refund Statement
Under Honda law, email addresses are public records. If you du not want your e-mall address released In response to a public-romms request, do not send eleGsonic
mall to tits entity. Instead, contact the ol0ce by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(I),
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 ¢malls
provided may be used for o8ldal 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 emall address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please click ere .
Product Approval Accepts:
.®99 0
securitvAt117tics•
hftps:/ANw .floddabuilding.org/pr/pr app_ U.aspx 4/4
L. Roberto Lomas P.E.
1432 Woodford Rd
Lewisville, NC 27023
434-688-0609
rllomas@lrlomaspe.com
Manufacturer: MI Windows and Doors, LLC
650 West Market Street
Gratz, PA, 17030
Engineering Evaluation Report
Product Line: Series 185 Aluminum Single Hung Window 36" x 84" Non -Impact
Report No.: 513328B
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 Florida Building Code.
Supporting Technical Documentation:
1. Approval document: drawing number 08-02550 revision B, prepared, signed and sealed by Luis Roberto Lomas P.E.
2. Test report No.: E1729.01-109-47 signed and sealed by Michael D. Stremmel P.E.
Architectural Testing Inc., York, PA
AAMAIWDMA/CSA 101/l.S.2/A440-08
Design pressure: 360.15psf
Water penetration resistance 9.19psf
3. Anchor calculations, report number 513328-1, prepared, signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use:
• Maximum design pressure: 360.Opsf
• Maximum unit size: 36" X 84"
• Units must be glazed per ASTM E1300-04/09, according with glazing details in approval drawing.
• This product is not rated to be used in the HVHZ.
• This product is not impact resistant and requires impact protection in wind home debris regions.
• Frame material to be Aluminum 6063-T5.
Installation:
Units must be installed in accordance with manufacturer's installation instructions and approval document, 08-02550
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).
1of1
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OR1�P.�����:
Luis R. Lomas, P.E.
FL No.: 62514
10/11/2017
(Validator / Operations Administrator)
MI Windows & Doors, LLC
P.O. Box 370
Gratz, PA 17030-0370
Attn: Rick Sawdey
AAMA
CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
This authorization is based on the successful completion of tests, and the reporting to the AAMA Validator of the results of the tests by an
AAMA Accredited Laboratory. The product information below will be added to the next update of the AAMA Certified Products Directory.
SPECIFICATION
RECORD OF PRODUCT TESTED
AAMANVDMA/CSA 101/I.S.2/A440-11
R-PG60.1324x2134(52x84).H
COMPANY AND CODE
CPD NO.
SERIES MODEL & PRODUCT
MAXIMUM SIZE TESTED
DESCRIPTION
MI Windows & Doors, LLC
185 SH (FLANGE)
FRAME
SASH
13263
(AL)(ON(OG)
1324 mm x 2134 mm
1295 ram x 914 mm
Code: MTL
(ASTM)
(4'4" x 7'0")
(4'3" x 3'0")
This Certification will expire October 9, 2023 (extended from October 9, 2018 per AAMA 103-15) and requires validation until
then by continued listing in the current AAMA Certified Products Directory.
Product Tested and Reported by: Architectural Testing, Inc.
Report No.: E1725.01-109-07
Date of Report: October 29, 2014
JGS/JTS
ACP-04 (Rev.6/16)
Evaluated for Certification: September 10, 2018
'hl
oci ted Laboratories, Inc.
Authorized for Certification: September 10, 2018
��Rz"
Ame n Architectural Manufacturers Association
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN (ACCORDANCE WITH
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
8. 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 ALUMINUM 6063—T5.
12. UNITS MUST BE GLAZED PER ASTM E13OD-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.
I REVISIONS '
REV DSCRIPRON mm MPRW
15. FOR ANCHORING THROUGH FIN INTO METAL STRUCTURE USE b6 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
16. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
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 #10 SMS OR SELF
DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
19. ALL FASTENERS TO BE CORROSION RESISTANT.
20. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR
ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM
TABLE OF CONTENTS '
SHEET NO.1 DESCRIPTION
NOTES
2 — 3
ELEVATIONS
4 — 9
INSTALLATION DETAILS
10
COMPONENTS
MI WINDOW AND DOORS, LLC.
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 72' NON —IMPACT
NOTES
A.R.
NTS
08-03383
10
SIGNED: 0210712019
Luis R. Lomas P.E.
FL No.: 62514
71
FR
HE
36" FRAME WIDTH
36" FRAME WIDTH
MAX. O.C.
! FT MAX. 10" '10"
3 1/2" 3 1/2" 3 1/2" MAX. — FT
3 1/2- MAX
I�
/
10
MAX O.C.
0
5/8"
WE
GHT
4/
3 1/22k
3 1/2 MAX /
10" O
MAX O.C.
71 5/8"
FRAME
HEIGHT
�4
3 1/2 M /
185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW DESIGNER
EXTERIOR VIEW EXTERIOR VIEW
FLANGE&FINLESS INSTALLATION FLANGE&FINLESS INSTALLATION
DESIGN PRESSURE RATING IMPACTRA77NG
+600-70.0PSF NONE
36"X 71.W' UNf r SHOWN. OTHER SIZES APPROVED AS LONG AS
FRAMEAREA DOESNOTEXCEED 17.9FF
3 1/2" MAX.
NOTES:
1. SASH SIZE: 34 15/16" X 36 1/16'
2. D.L.O.: 33 1/4" X 32 7/16"
RMSIONS
0EEMMON But I MPRO
SIGNED: 0210712019
MI WINDOW AND DOORS, LLC.
\JRlLLo6FNi/
s�l�1G1E'
650 WESTKETSET
GRATZ, PA 17030
�`\'9P'%
5
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SERIES 185 ALUMINUM SINGLE HUNG WINDOW
3E X N NON -IMPACT
FLANGE & FINLESS ELEVATIONS
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is No.: 62514
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NTS 01/17/19 2 OF 10
LROSERTOLOMASP.E
1d WDo9FORO ROL SVXLE W2=
0.iQ66BL009 s as@kbmey
NLvmoxs
DUCMnON DAM I R PRDM
36" FRAME WIDTH
36" FRAME WIDTH
8" MAX
O.C.
8" MAX
O.C.
4" MAX
I --{
4" MAX
4" MAX
--{
4" MAX
4" MAX
4"MA
L1
8K D.C.
MAXfAX
I
71 5/8"
71 5/8"/
FRAME
FRAME
HEIGHT
HEIGHT
X
X�
11
MAX.
4„
4"
185 ALUMINUM SINGLE HUNG WINDOW
185 ALUMINUM SINGLE HUNG WINDOW DESIGNER
EXTERIOR VIEW
EXTERIOR VIEW
FIN INSTALLATION
FIN INSTALLATION
DESIGN PRESSURERATWG
'IMPACTRATING
+60.01-70.OPSF
NONE
36'X7I ER'UNITSHOWN. OTHER
SIZESAPPROVEDAS LONG AS
SIGNED: 0210712019
FRAMEAREA DOES NOTEXCEED 17.9FT'
MI WINDOW ND
ilC/O
MARKET SR EETLLC.
650 WEST MARKET
\5l1R
'�v
GRATZ, PA 17030
•�>,GENSF.'9iP�L
NOTES:
1. SASH SIZE: 34 15/16" X 36 1/16'
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
*• D 6]�I�W:'✓k-
2. D.L.O.: 33 1/4" X 32 7/16"
36" X 72" NON —IMPACT
ELEVATIONS
FIN
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08
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Luis R. Lomas P.E.
MALSWEEPLOOKSATLOCKRAIL,B'FROMEACH END
id31 WOCDMRDRDIEWISVRIENC2ML9
FL NO.: 62514
BLOCKANDTACKLEBALANCESATJAMS
assoeBn 41ana5�W0��'LD"�
1/2" MIN.
EDGE DISTANCE
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1EM1B/E4D"M MIN.
METAL
ENT
STRUCTURE
�
I
BY OTHERS
APPROVED
SEALANT
BEHIND FLANGE
1/4" MAX.
SHIM SPACE
APPROVED
SEALANT
BEHIND
FLANGE
Rsnsioxs
1/2• MIN. �I 0ESMMON MlE MPRWFD
EDGE DISTANCE 1 1/4• MIN. MAX.
EMBEDMENT SHIM HIM SPACE
1/4" MAX. -�
SHIM SPACE 1N
MINTERIOR
IN
EDGE
f DISTANCE
II II
#10 WOOD
SCREW
#10 SMS OR
SELF DRILLING
SCREW
EXTERIOR
�
EXTERIOR
INTERIOR
II
INTERIOR
APPROVED
SEALANT
BEHIND FLANGE
WOOD FRAMING
OR 2X BUCK
BY OTHERS
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
APPROVED
SEALANT
1/4" MAX BEHIND
r SHIM SPACE FLANGE
■1
STRUCTURE
BY OTHERS
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANTBY07HERS TO BE
DESIGNED IN ACCORDANCE WITHASTM E2112
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
/ 1/4" MAX.
r SHIM SPACE
VERTICAL CROSS SECTION
METAL STRUCTUREINSTALLARON
//,G WOOD
SCREW
C
WOOD FRAMING
EXTERIOR
OR 2X BUCK
APPROVED
BY OTHERS
SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLARON
J 1/4" MAX.
_I
SHIM SPACE
#10 SMS OR
SELF DRILLING
SCREWS
INTERIOR
12
MIN.
EDGE
DISTANCE
T_ EXTERIOR
METAL
STRUCTURE APPROVED
BY OTHERS SEALANT
BEHIND FLANGE
-JAMB INSTALLATION DETAIL
METAL STRUCTUREINSTALLATION SIGNED:0210712019
650 WEST MARKET STREET
GRATZ. PA 17030
I SERIES 185 ALUMINUM SINGLE HUNG WINDOW I
36" X 72" NON —IMPACT
FLANGE INSTALLATION DETAILS
A.R.
08-03383
10
Luis R. Lomas P.E.
FL No.: 62514
2" MIN.
EDGE DISTANCE I
CONCRETE/MASONRY
BY OTHERS °• i °,
° 1 1/4" MIN.
OPTIONAL IX BUCK a °: EMBEDMENT
SEE NOTES 3 — 7
SHEET 1
APPROVED SHIM SPACE
SEALANT
BEHIND FLANGE
3/16" TAPCON
EXTERIOR k INTERIOR
SILL TO BE SET
IN A BED OF
APPROVED
APPROVED SEALANT
SEALANT
BEHIND FLANGE
OPTIONAL 1X BUCK
1/4" MAX,
SEE NOTE 3 — 7
r SHIM SPACE
SHEET 1
I
CONCRETE/MASONRY
BY OTHERS
a•
VERTICAL CROSS SECTION
CONCRETEMASONRY INSTALLATION
RMSIONS
I REV I 06YMPIION I MSC I MpR
1 1/4" MIN..
EMBEDMENT
9
CONCRETE/MASONRY 1/4" MAX,
BY OTHERS SHIM SPACE
d
3/16" TAPCON INTERIOR
v'
2"
MIN.
EDGE EXTERIOR
DISTANCE
.' APPROVED
L SEALANT
BEHIND FLANGE
OPTIONAL iX BUCK
SEE NOTES 3 — 7
SHEET 1
JAMB INSTALLATION DETAIL
CONCRETEIMASONRYINSTALLARON
NOTES:
1. INTERIORAND EXTERIOR FINISHES. BYOTHERS,
NOTSHOWNFORCLARRY.
2 PERIMETERAND JOINT SEALANTBYOTHERS TO BE
DESIGNED INACCORDANCE WTTHASTM E2112
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 72" NON —IMPACT
FLANGE INSTALLATION DETAILS
n: m c No.
OB-03383
' NTS °AiE 01/17/19 ISHEU5 OF 10
L ROBERTO LOMAS P.E.
1132 WOOOFORD RO LEWISWLLE NCV=
°316H90009 rtbmzs@41wusGa.mm
SIGNED: 02/07/2019
Luis R. Lomas P.E.
FL No.: 62514
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
1/2" MIN.
EDGE DISTANCE
rMINMENT
SHIM SPACE
METAL
STRUCTURE
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
1/2" MIN.
EDGE DISTANCE
1/4" MAX.
F SHIM SPACE
` #10 WOOD SCREW I �� ` MS OR SELF
SCREW
EXTERIOR INTERIOR
EXTERIOR INTERIOR
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
VERTICAL CROSS SECTION
WOOD FR4MINGOR2X BUCKINSTALLAT/ON
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOTS14OWN FOR CLARITY.
2 PERIMETER AND JOINTSEALINTBY OTHERS TO BE
DESIGNED INACCORDANCE WITHASTM E2112
;ILL TO BE SET
V A BED OF
APPROVED SEALANT
1/4" MAX. BACKER ROD
SHIM SPACE & APPROVED
SEALANT
BY OTHERS
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1/4" MAX.
SHIM SPACE
RMSOx9
RLv
OE .m ON DA1E MPROWD
1 1/4" MIN.
1/4" MAX.
EMBEDMENT
SHIM SPACE
{ MIN
. N.
INTERIOR
EDGE
DISTANCE
#10 WOOD
SCREW
WOOD FRAMINGWBACKERROD
ERIOR
OR 2X BUCK
BY OTHERS
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCKINSTALLATION
J 1/4" MAX.
SHIM SPACE
#10 SMS OR
SELF DRILLING
INTERIOR
SCREWS
T_
1/2"
MIN.
EDGE
DISTANCE
L
METAL BACKER ROD
EXTERIOR
STRUCTURE &APPROVED
BY OTHERS SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED: 02/07/2019
MI WINDOW A DDOOR3 LLC.
qtIt.NLLo�i6so
,?'i',
TMARKET ET
GRATZ, PA 17030
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36" X 72' NON —IMPACT
FINLESS INSTALLATION DETAILS
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NTS 01/17/19 6 OF 10
Luis R. Lomas P.E.
FL ND.: 62514
LROBERTOLOMASP.E
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2" MIN. 1� REVSioNs
EDGE DISTANCE I ary DMORMON out u,pR
CONCRETE/MASONRY
BY OTHERS °',a" °
, 1 1/4" MIN. ,
°aEMBEDMENT
OPTIONAL 1X BUCK 1 i/4" MIN.
SEE NOTES 3 — 7 EMBEDMENT
SHEET 1
CONCRETE/MASONRY
1/4" MAX, BY OTHERS 1/4" MAX.
BACKER ROD SHIM SPACE s SHIM SPACE
& APPROVED
SEALANT
3/16" TAPCON INTERIOR
3/16" TAPCON
EXTERIOR k INTERIOR
SILL TO BE SET
IN A BED OF
BACKER ROD APPROVED SEALANT
& APPROVED
SEALANT
OPTIONAL 1X BUCK 1/4" MAX.
SEE NOTE 3 — 7 SHIM SPACE
SHEET 1
CONCRETE/MASONRY
BY OTHERS
VERTICAL CROSS SECTION
CONCREFFJMASONRY INSTALLATION
2"
MIN.
EDGE
EXTERIOR
DISTANCE
'a7N7
R ROD
PROVED
L 1X BUCK
SEE NOTES 3 — 7
SHEET 1
JAMB INSTALLATION DETAIL
CONCRETEMASONRY INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, 8YOTHERS,
NOTSHOWNFORCLARRY.
2 PERIMETERANDJOINTSEALANTBYOTHERS TO BE
SIGNED: 0210712019
MI WINDOW AND DOORS, LLC.
650 WEST MARKET STREET
GRATZ. PA 17030
` r,
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
=*•
36" X 72" NON —IMPACT
FINLESS INSTALLATION DETAILS
IN:
DWG No.
REV
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08-03383
—
Wo"I
E NTS IWE 01/17/19 ISHEET7 OF 10
L ROBERTOLoMFSP.E I Luis R. Lomas P.E.
1A92 WOODTORD RD LEWISVILE, NCZRTo FL NO.: 82514
491 80 09 Nanast4Lbrtiasps.mm
APPROVED
SEALANT
BEHIND FIN 1 1/2" MIN.
EMBEDMENT
6 WOOD WOOD
SCREW FRAMING
BY OTHERS
1/4" MAX.
SHIM SPACE WOOD FRAMING
3/8 MIN BY OTHERS
EDGE DISTANCE
/A- MAX
SHIM SPACE
NMStONS
Omom NON
1 1/2"
MIN.
EMBEDMENT
INTERIOR
6 WOOD
SCREW
EXTERIOR INTERIOR
APPROVED
REO VED
EXTERIOR
NT
LEDGE
BEHIND FIN
3/8" MIN
DISTANCE
JAMB
INSTALLATION DETAIL
3/8- MIN
EDGE DISTANC
#6 WOOD
SCREW
APPROVED
SEALANT
BEHIND FIN
VERTICAL CROSS SECTION
WOOD FRAMING OR2X BUCKINSTALLAT/ON
WOOD FRAMING OR 2X BUCKINSTALLATION
DAM I MPRW
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
1/4 MAX NOTSHOWN FOR 2PERIMETERAND OINTSEAIANTBYOTHERSTOBE
SHIM SPACE DESIGNED INACCORDANCE WUHASTME2112
SIGNED: 0210712019
MI WINDOW AND DOORS, LLC.
650 WEST MARKET STREET
W000 GRATZ, PA 17030
FRAMING SERIES 185 ALUMINUM SINGLE HUNG WINDOW
BY iOTHERS 36" X 72" NON —IMPACT
FIN INSTALLATION DETAILS
oaawx: owc NO. a[v
A.R. 08-03383 —
so NTS lanm 01/17/19 JSHE18 OF 10
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Lu1s R. Lomas P.E.
FL No.: 62514
D
AYVKUV
SEALA
BEHIND 1
#6 SMS OR
SELF DRILLING
SCREW
3/8" MIN
EDGE DISTAI,
EXTERIOR k INTERIOR
3/8" MIN
EDGE DISTANCE
#6 SMS OR —
SELF DRILLING
SCREW
APPROVED —
SEALANT
BEHIND FIN
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
dETAL STRUCTURE
3Y OTHERS
1/4" MAX.
SHIM SPACE
r /4" MAX
_L SHIM SPACE
METAL STRUCTURE
BY OTHERS
METAL STRUCTURE
BY OTHERS
.I I. 1/4" MAX
SHIM SPACE
INTERIOR
#6 SMS OR J
SELF DRILLING
SCREW
APPROVED SEALANT EXTERIOR
BEHIND FIN 3/8" MIN
EDGE DISTANCE
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOTSHOWNFORCLARITY.
2 PERIMETERANDJO/NTSEALANTBYOTHERSTOBE
DESIGNED INACCORDANCE WITHASTM E2112
MI WINDOW AND DOORS, LLC.
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 72" NON —IMPACT
FIN INSTALLATION DETAILS
onaws: owc rvo.
A.R. 08-03383
sr NTS JOATE 01/17/19 1sHEU9 OF 10
L.ROBERTOLOMASRE
1d WOODFORD RD LEWISVIDE, NC2=1
SIGNED: 0210712019
Luis R. Lomos P.E.
FL No.: 62514
2 5/16" -1
-
2 3/16" -{
5P7F�
FINLESS FRAME HEAD FINLESS FRAME SILL FINLESS FRAME JAMB
CM46553 CM-18554 CM-18513
ALUM/NUM 6063-T5.050'THIGK ALUMINUM6063-T5.055-THICK ALUMINUM 6083-T5.050'THICK
2 5/16"
2 3A7/116��]
13/1� 6'
FLANGE FRAME HEAD FLANGE FRAME SILL FLANGE FRAME JAMB
CM-18501 CM-16502 CM-18503
ALUMINUM 6063-75.050-T14ICK ALUMINUM 6063.T5.055"THICK ALUMINUM 6063.T5.050-THICK
I REV I DESCRIMON I M7 I MPRO 1
� 1 5/8"
L � 3/I4
MEETING RAIL LOCK RAIII4II USTILE
CM-18504 CM-18505
ALUMINUM 6063-T5.055-THICK ALUMINUM 6063-T5.062-THICK
1 7/16"
2 5/16"
SASH BOTTOM RAIL
CM-IW55
ALUMINUM 6063-T5.050'THICK
15/16"
CM18507
ALUMINUM 6063-TS.69-T5.050'TH/CK
2 5/16" —1 1 r 3/16"
1,��
I
3 3/4" � GLAZING BEAD
2 5/16" 2 3/16 V-663
TIT RIGID PVC.050'THICK
L .1
SIGNED: 02/07/2019
MI WINDOW AND DOORS, LLC. �p�11°IIfu�A
FIN FRM ,MSos E ID FIN cRAi6ME SILL FIN FRAME JAMB 650 WEST MARKET STREET .`��J�S`�ENS?T9i1;�;
CM-1010 PA
ALUMINUM 6063-T5.050'THICK ALUMINUM 6063-T5.055'THICK ALUMINUM 6063-T5.050'THICK V F"
SERIES 185 ALUMINUM SINGLE HUNG WINDOW _Z,*•o �
36" X 72" NON —IMPACT
COMPONENTS _TTAT cOl�rtF�te•+*�tr.=
A.R. 08-03383
7c7 NTS DAZE 01/17/19 ISHEUJO OF 10
Luis R. Lomas P.E.
FL No.: 62514
I
30SHome Ing In I User Registrsuon I Hot ToPis I. submit Somber, OVIIal11aI1' SHOPSTAMP Lot/Plan: Eden
Flo da. Comp nks REVIEW Date: Documents.
i�; 11 Pro Approval Review is for general compliance with the Construction Documents.
USER: Public User Responsibility for correctness of di mensions, details, quantities and safety
d.during fabrication lies solely with the manufacturer and/or contractor.
S '�sua'1xi"vxm Product novmvai nenu>APpnmuon oetan K No Exceptions Taken Reviewed By: Dawn B. Korbelak, RA, AIA
Rejected
FL #
Application Type
FL20461-R3
Revision
Code Version
2017
_
Application Status
Approved
RECEIVED
Comments
Archived
❑
fin;, 4
Product Manufacturer
Therma-Tru Corporation
Address/Phone/Email
118 Industrial Drive
PT, kuSl,� S9urltyy faa!rrp tjjl9
Edgerton, OH 43517
---'—'---------- —
(419) 298-1740
rickw@mbidgconsultants.com
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
QualityAssurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Vivian Wright
rickw@rwbldgconsultants.com
SCANNED
St• Lucie County
Exterior Doors
Swinging Exterior Door Assemblies
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
❑ Evaluation Report - Hardcopy Received
Lyndon F. Schmidt, P.E.
PE-43409
National Accreditation and Management Institute
12/31/2021
Ryan 0. King, P.E.
10 Validation Checklist - Hardcopy Received
FL20461 R3 COI (d) Certificate of Indeoendence.odf
Referenced Standard and Year (of Standard) Standard
101/I.S.2
ASTM E330
ASTM E331
TAS 202
Equivalence of Product Standards
Certified By
Sections from the Code
Year
1997 2 �
_ p
2000 V& /r�V
4 � 199`y
99
O O®®Q4
BEVIEUVED FOB
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
Product Approval Method Method 1 Option D
Date
Submitted
12/13/2017
Date
Validated
12/13/2017
Date
Pending FBC Approval
12/21/2017
Date
Approved
02/13/2018
Date
Revised
10/09/2018
Summary of Products
Go to Page = 0
® O Pagel/20 0
FL #
Model, Number or Name
Description
20461.1
a. Therma-Tru Fiber -Classic and
Nominal GO "Non -Impact" Opaque Composite Edge Fiberglass
Smooth -Star
Single Door (Inswing/Outswing; X configuration)
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL20461 R3 11 (e) lost 20461 1 odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 20461.1 for Design Pressure Ratings, any
FL20461 R3 AE (d) Eval 20461.I.odf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars. (For Fiber -Classic and Smooth -Star doors, this
product approval requires the use of "J" part numbers for
these doors, which have been stained or painted within six
months of installation.
20461.2
b. Therma-Tru Fiber -Classic and
Nominal 68 "Non -Impact" Opaque Composite Edge Fiberglass
Smooth -Star
Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or
OXO configurations)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL20461 R3 11 (el Inst 20461 2 odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 20461.2 for Design Pressure Ratings, any
FL20461 R3 AE (d) Eval 20461.2.odf
additional use limitations, installation Instructions and product
Created by Independent Third Party: Yes
particulars. (Far FibervClassic and Smooth -Star doors, this
product approval requires the use of "I" part numbers for
these doors, which have been stained or painted within six
months of installation.)
20461.3
c. Therma-Tru Fiber -Classic and
Nominal 6'8 "Non -Impact" Opaque Fiberglass Composite Edge
Smooth -Star
Double Door with or without Sidelites (Inswing/Outswing; XX
or OXXO configurations)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL20461 R3 H (e) Inst 20461.3.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 20461.3 for Design Pressure Ratings, any
FL20461 R3 AE (d) Eval 20461.3.odf
additional use. limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars. (For Fiber -Classic and Smooth -Star doors, this
product approval requires the use of "J" part numbers for
these doors, which have been stained or painted within six
months of installation.)
20461.4
d. Therma-Tru Fiber -Classic and
Nominal TO "Non -Impact" Opaque Composite Edge Fiberglass
Smooth -Star
Single Door (Inswing/Outswing; X configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL20461 R3 IJ (e) Inst 20461.4 odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 20461.4 for Design Pressure Ratings, any
FL20461 R3 AE (dl Eval 20461.4.odf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars. (For Fiber -Classic and Smooth -Star doors, this
product approval requires the use of "P' part numbers for
these doors, which have been stained or painted within six
months of installation.)
20461.S
e. Therma-Tru Fiber -Classic and
Nominal TO "Non -Impact" Opaque Composite Edge Fiberglass
Smooth -Star
Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or
OXO configurations)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL20461 R3 If (el Inst 20461.5 odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 20461.5 for Design Pressure Ratings, any
FL20461 R3 AE (d) Eval 20461.5.odf
additional use limitations, installation Instructions and product
Created by Independent Third Party: Yes
particulars. (For Flber-Classic and Smooth -Star doors, this
product approval requires the use of "J" part numbers for
these doors, which have been stained or painted within six
months of Installation.)
20461.6
f. Therma-Tru Fiber -Classic and
Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass
Smooth -Star
Single Door (Inswing/Outswing; X configuration)
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL20461 R3 II (e) Inst 20461.6.ndf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 20461.6 for Design Pressure Ratings, any
FL20461 R3 AE (d) Eval 20461.6.odf
additional use limitations, Installation instructions and product
Created by Independent Third Party: Yes
particulars. (For Fiber -Classic and Smooth -Star doors, this
product approval requires the use of "I" part numbers for
these doors, which have been stained or painted within six
months of Installation.)
20461.7
g. Therma-Tru Fiber -Classic and
Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass
Smooth -Star
Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or
OXO configurations)
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL20461 R3 11 (e) Inst 20461.7.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 20461.7 for Design Pressure Ratings, any
FL20461 R3 AE (d1 Eval 20461.7.odf
additional use limitations, installation Instructions and product
Created by Independent Third Party: Yes
particulars. (For Flber-Classic and Smooth -Star doors, this
product approval requires the use of "J" part numbers for
these doors, which have been stained or painted within six
months of installation.)
20461.8
h. Therma-Tru Fiber -Classic and
Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass
Smooth -Star
Double Door with or without Sidelltes (Inswing/Outswing; XX
or OXXO mnfigumtlons)
Limps of Use
Installation Instructions
Approved for use in HVHZ: No
FL20461 R3 iI (e) Inst 20461.8.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Parry: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 20461.8 for Design Pressure Ratings, any
FL20461 R3 AE (d) Eval 20461.8.odf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars. (For Fiber -Classic and Smooth -Star doors, this
product approval requires the use of "J" part numbers for
these doors, which have been stained or painted within six
months of installation.)
20461.9
I. Therma-Tru Flber-Classic and
Nominal 6'8 "Nan -Impact° Glazed Composite Edge Fiberglass
Smooth -Star
Single Door (Inswing/Outswing; X configuration)
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL20461 R3 II (e) Inst 20461.9.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 20461.9 for Design Pressure Ratings, any
FL20461 R3 AE (d) Eval 20461 9 odf
additional use limitations, Installation Instructions and product
Created by Independent Third Party: Yes
particulars. (For Fiber -Classic and Smooth -Star doors, this
product approval requires the use of "I" part numbers for
these doors, which have been stained or painted within six
months of Installation.)
20461.10
J. Therma-Tru Flber-Classic and
Nominal 68 "Non -Impact" Glazed Composite Edge Fiberglass
Smooth -Star
Single Door with Sldelite(s) (Inswing/Outswing; XO, OX or
OXO configurations)
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
F120461 R3 II (e) Inst 20461. 10.ndf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 20461.10 for Design Pressure Ratings, any
EI20461 R3 AE (d) Eval 20461,10.odf
additional use limitations, Installation Instructions and product
Created by Independent Third Party: Yes
particulars. (For Flber-Classic and Smooth -Star doors, this
product approval requires the use of "J" part numbers for
these doors, which have been stained or painted within six
months of Installation.)
20461.11
k. Therrna-Tru Fiber -Classic and
Nominal 6'e "Non -Impact" Glazed Composite Edge Fiberglass
Smooth -Star
Double Door with or without Sldelites (Inswing/Outswing; XX
or OXXO rnn0guratlons)
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL20461 R3 II (e) Inst 20461.11.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 20461.11 for Design Pressure Ratings, any
FL20461 R3 AE (d) Eval 20461.11.odf
additional use limitations, Installation Instructions and product
Created by Independent Third Party: Yes
particulars. (For Fiber -Classic and Smooth -Star doors, this
product approval requires the use of "J" part numbers for
these doors, which have been stained or painted within six
months of Installation.)
20461.12
I. Therma-Tru Fiber -Classic and
Nominal TO "Non -Impact" Glazed Composite Edge Fiberglass
Smooth -Star
Single Door (Inswing/Outswing; X configuration)
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
F120461 R3 II (e) Inst 20461 12 odF
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 20461.12 for Design Pressure Ratings, any
FL20461 u3 AE (d) Eval 20461,12.ndf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars. (For Fiber -Classic and Smooth -Star doors, this
product approval requires the use of "J" part numbers for
these doors, which have been stained or painted within six
months of installation.)
20461.13
m. Thenna-Tro Fiber -Classic and
Nominal 7'0 "Non -Impact" Glazed Composite Edge Fiberglass
Smooth -Star
Single Door with Sldelites) (Inswing/Outswing; XO, OX or
OXO configurations)
Limps of Use
Installation Instructions
Approved for use in HVHZ: No
FL20461 R3 II fel Inst 20461 13 odF
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 20461.13 for Design Pressure Ratings, any
FL20461 R3 AE (d) Eval 20461.13.edf
additional use limitations, installation instructions and product
Created by Independent Third Parry: Yes
particulars. (For Fiber -Classic and Smooth -Star doors, this
product approval requires the use of "3" part numbers for
these doors, which have been stained or painted within six
months of Installation.)
20461.14
n. Therma-Tru Fiber -Classic and
Nominal B'0 "Non -Impact" Glazed Composite Edge Fiberglass
Smooth -Star
Single Door (Inswing/Outswing; X configuration)
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
EL20461 R3 If (e) Inst 20461.14.0f
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Parry: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 20461.14 for Design Pressure Ratings, any
FL20461 R3 AE (d) Eval 20461.14.udf
additional use limitations, installation Instructions and product
Created by Independent Third Party: Yes
particulars. (For Fiber -Classic and Smooth -Star doors, this
product approval requires the use of "J" part numbers for
these doom, which have been stained or painted within six
months of installation.)
20461.15
0. Thermo-Tru Fiber -Classic and
Nominal ST "Non -Impact' Glazed Composite Edge Fiberglass
Smooth -Star
Single Door with Sldelites) (Inswing/Outswing; XO, OX or
OXO configurations)
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL20461 R3 11 fe) Inst 20461.IS.pdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 20461.15 for Design Pressure Ratings, any
additional use limitations, installation Instructions and product
FL20461 R3 AE (d) Eval 20461.15.0f
Created by Independent Third Party: Yes
particulars. (For Fiber -Classic and Smooth -Star doors, this
product approval requires the use of "J" part numbers for
these doors, which have been stained or painted within six
months of Installation.)
20461.16
p. Therma-Tru Fiber -Classic and
Nominal B'0 "Non -Impact" Glazed Composite Edge Fiberglass
Smooth -Star
Double Door with or without Sldelites (Inswing/Outswing; XX
or OXXO configurations)
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL20461 R3 lr (a) Inst 20461.16.odF
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 20461.16 for Design Pressure Ratings, any
FL20461 R3 AE (it) Eval 20461.16.odf
additional use limitations, Installation instructions and product
Created by Independent Third Party: Yes
particulars. (For Fiber -Classic and Smooth -Star doors, this
product approval requires the use of "P' part numbers for
these doors, which have been stained or painted within six
months of installation.)
20461.17
q. Therma-Tru Fiber -Classic and
Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass
Smooth -Star
Single Door with Transom (Inswing/Outswing; DIX
configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL20461 R3 If fe) Inst 20461.17.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 20461.17 for Design Pressure Ratings, any
FL20461 R3 AE fd) Eval 20461.17.odf
additional use limitations, Installation Instructions and product
Created by Independent Third Party: Yes
particulars. (For Fiber -Classic and Smooth -Star doors, this
product approval requires the use of "]" part numbers for
these doors, which have been stained or painted within six
months of Installation.)
20461.18
r. Therma-Tru Fiber -Classic and
Nominal 6'B "Non -Impact" Opaque Composite Edge Fiberglass
Smooth -Star
Single Door with Sidelite(s) and Transom (Inswing/Outswing;
O/XO, O/OX or O/OXO configurations)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL20461 R3 11 (a) Inst 20461.18.odF
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other; INST 20461.18 for Design Pressure Ratings, any
FL20461 R3 AE (it) Eval 20461.18.odf
additional use limitations, Installation Instructions and product
Created by Independent Third Party: Yes
particulars. (For Fiber -Classic and Smooth -Star doom, this
product approval requires the use of "1" part numbers for
these doors, which have been stained or painted within six
months of Installation.)
20461.19
s. Therma-Tru Fiber -Classic and
Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass
Smooth -Star
Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or
OXO Continuous Head and Sill configurations)
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL20461 R3 IT (e) Inst 20461.19.udf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: INST 20461.19 for Design Pressure Ratings, any
FL20461 R3 AE (dl Eval 20461.19.ndf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars. (For Fiber -Classic and Smooth -Star doors, this
product approval requires the use of 7" part numbers for
these doors, which have been stained or painted within six
months of Installation.)
20461.20
t. Therma-Tru Fiber -Classic and
Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass
Smooth -Star
Single Door with Sidelite(s) (Inswing/Outswing; XOrOX-or-
OXO Continuous Head and Sill configurations)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL20461 R3 II (e) Inst 20461.20.ndf
Approved for use outside RVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: INST 20461.20 for Design Pressure Ratings, any
FL20461 R3 AE (d) Eval 20461.20.odf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars. (For Fiber -Classic and Smooth -Star doors, this
product approval requires the use of "]" part numbers for
these doors, which have been stained or painted within six
months of installation.)
Go to Page = a
® Nert
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Contact Us :: 2601 Blair Stone Road, Tallahassee EL 32399 Phone; 850-0e7,1824
The stale of fiends is an WEm employer. Copyright 2007-2013 State of Models, :: Pdvaev Statement :: Auessi!AM v Statement :: Refund
Under Marble law, email addresses are public records. If you do not want your a -mall address released in response to a publiorecotds 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),
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provide the Department with an email adds which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dirk L.
Pmdud llppmval Av pb:
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Credit Card
Safe
R W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C P.O. Box 230 Valdco, FL 33595 Phone 813,659.9197
Florida Board of Professional Engineers Certificate ofAmhorlmdon No. 9813
Product
Category
Sub Category
Manufacturer
Product Name
Swinging
Therma-Tru Corporation
Fiber -Classic and Smooth-Star
Exterior
Exterior Door
118 Industrial Or
Ed Composite Opaque Fiberglass Single Door
p
Doors
Assemblies
Edgerton, OH 43617
nswing i Ou
I n
Phone 419-298-1740
"Non -Impact"
Scope: Product Evaluation report Issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for
Therma-Tru Corporations, based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Dept.
of Business & Professional Regulation.
RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company
manufacturing or distributing the product or any other entity Involved in the approval process of the product named
herein.
Llmftattons:
1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements
excluding the "High Velocity Hurricane Zane" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing
or stucco.
3. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction.
4. Site conditions that deviate from the details of drawing FL-20461.1 require further engineering analysis by a licensed engineer or
registered architect
5. Fiber -Classic & Smooth -Star Door panels require the use of "J" part numbers and must be stained or painted within six months of
Installation
6. See drawing FL-20461.1 for size and design pressure limitations.
Supporting Documents:
1. Test Report No.
Test Standard
TEL 01460145
ASTM E330(02), ASTM E331(00)
TEL 61481573
ASTM E330.02 & ASTM E331-00
2. Drawing No.
Prepared bV
No. FL-20461A
RW Building Consultants, Inc. (CA#9813)
3. Calculations Prepared by
Anchoring RW Building Consultants, Inc. (CA#9813)
4. Quality Assurance
Certificate of Participation issued by National Accreditation &
Management Institute, certifying that Therma-Tru Corporations Is
manufacturing products within a quality assurance program that
complies with ISOAEC 17020 and Guide 53.
KHovnaniarr SHOP STAMP Lot/Plan: Eden
Compan(a REVIEW Date: 10.28.19
Review is for general compliance with the Construction Documents.
Responsibility for correctness of dimensions, details, quantities and safety
during fabrication lies solely with the manufacturer and/or contractor.
x No Exceptions Taken Reviewed By: Dawn B. Korbelak, RA, AIA
Rejected
1. /
Testing Laboratory Signed by
Testing Evaluation Lab.,lnc. V.K. Wright
Testing Evaluation Lab.,lnc. V.K. Wright
Sinned & Sealed by
Lyndon F. Schmidt, P.E.
Signed & Sealed by
Lyndon F. Schmidt, P.E.
Lyndon F. Schmidt, P.E.
FL PE No. 43409
12172017
Sheet 1 of 1
MIAMI
o --
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MR)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE
MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Stl t, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315 2599
KnIJAL www.miamidade.gov/economy
TAMKO Building Products, Inc. K�jovnanaa SHOPSTAMP Lot/Plan: Eden
P.O. Box 1404 cow"� REVIEW Date: 10.28.19
Review is for general compliance with the Construction Documents.
220 West 4" Street Responsibility for correctness of dimensions, details, quantities and safety
Joplin, MO64801 during fabrication lies solely with the manufacturer and/or contractor.
X No Exceptions Taken Reviewed By:Dawn B.Korbelak,RA,AIA
SCOPE: Rejected
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control
Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have
this product or material tested for quality assurance purposes. If this product or material fails to perform in the
accepted manner, the manufacturer will incur the expense of such testing and the AM may immediately revoke,
modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke
this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material
fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: TAMKO Underlayments
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any
section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be
done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 110530.12 and consists of pages 1 through 9.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 17-0531.01
Expiration Date: 07/05/22
Approval Date: 12/14/17
Page 1 of 9
ROOFING COMPONENT APPROVAL
Category:
Roofing
Sub -Category:
Underlayment
Material:
SBS
SCOPE:
This approves TAMKO Underlayments, as described
in this Notice of Acceptance; designed to comply with the
Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Product
Dimensions
Test
Product Description
Specification
TW Metal and Tile
39 W wide
ASTM D 1970
Self -adhering rubberized asphalt underlayment.
Underlayment
Manufacturing
Location #1
Moisture Guard
36" wide
ASTM D 1970
Self -adhering rubberized asphalt underlayment.
Manufacturing
Location #1
TW Underlayment
39 W wide
ASTM D 1970
Self -adhering rubberized asphalt underlayment.
Manufacturing
Location 42
Awabase SA
39 W wide
ASTM D 1970
Self -adhering rubberized asphalt base sheet. Direct
Manufacturing
ASTM D 4601
adhesion to wood deck not permitted in the HVHZ.
Location #1
Type II
Shall only be mechanically fastened to wood deck. Do
Not Remove Release Film!
Awa Nailbase
39 W wide
ASTM D 4601
Fiberglass rubberized asphalt base sheet.
Manufacturing
Type II
Location #1
TAMKO SA Base
39 W wide
ASTM D 1970
Self -adhering rubberized asphalt base sheet. Direct
Manufacturing
adhesion to wood deck not permitted in the HVHZ.
Location #1
Shall only be mechanically fastened to wood deck. Do
Not Remove Release Film!
TAMKO SA Cap 39 W wide ASTM D 6164 Self -adhering rubberized asphalt cap sheet surfaced with
Manufacturing
Type I
granules.
Location #1
AWAPLAN`
39 W wide ASTM D 6164
Polyester SBS modified membrane surfaced with
Manufacturing
Type I
granules.
Location #1
AWAPLAN TUL
39 W wide ASTM D 6164
Polyester SBS modified membrane surfaced with
Manufacturing
Type I
granules.
Location #1
NOA No.: 17-0531.01
Expiration Date: 07/05/22
MAM1 nave COUNW Approval Date: 12/14/17
Page 2 of 9
MANUFACTURING LOCATION:
1. Joplin, MO
2. Columbus, KS
EVIDENCE SUBMITTED:
Test Aeency Test Identifier Test Name/Renort
Date
Trinity) ERD T11090.09.08 TAS 117(B)/ TAS 114(C)
09/18/08
PRI Asphalt Technologies, Inc. TAP-191-02-01 ASTM D1970
11/16/07
TAP-192-02-01 ASTM D1970
11/13/07
TAP-193-02-01 ASTM D1970
11/16/07
TAP-185-02-01REV ASTM D6164
11/06/08
TAP-196-02-01 ASTM D1970
01/09/08
TAP-324-02-01 TAS 114-95
11/11/15
TAP-238-02-01 ASTM D4601
08/25/10
TAP-262-02-01 ASTM D4601
01/24/12
TAP-262-02-02 ASTM D1970
01/24/12
TAP-298-02-01 ASTM D6164
11/10/15
TAP-298-02-03 ASTM D6164
05/10/17
TAP-366-02-01 TAS 103 (Section 19)
05/24/17
TAP-366-02-01 ASTM D1623
05/24/17
TAP-367-02-01 ASTM D1623
05/02/17
TAP-367-02-03 TAS 103 (Section 19)
05/09/17
TAP-311-02-01 ASTM D1970
10/19/17
APPROVED ASSEMBLIES:
Deck Type 1: Wood, Non -insulated
Deck Description: 19/32" or greater plywood or wood plank
System E(1): Anchor sheet mechanically fastened to deck, membrane adhered.
Base Sheet: One or more plies of ASTM D226 Type II or ASTM D2626 with a minimum 4" side lap and
a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin
caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll.
Membrane: One or more plies of TW Metal and Tile Underlayment with a minimum
4" side lap and
6" end lap. Place the first course of membrane parallel to the eave rolling the membrane to
obtain maximum contact. Remove the release liner as the membrane is applied. Vertical
strapping of the roof with TW Metal and Tile Underlayment is acceptable.
Surfacing: Approved Metal Roofing Assembly or Approved Roofing Assemblies where an ASTM
D1970 underlayment is allowed.
NOA No.: 17-0531.01
Expiration Date: 07/05/22
Approval Date: 12/14/17
Page 3 of 9
Deck Type 1: Wood, Non -insulated
Deck Description: "/32" or greater plywood or wood plank
System E(2): Anchor sheet mechanically fastened to deck, membrane adhered.
Base Sheet: One or more plies of ASTM D226 Type II or ASTM D2626 with a minimum 4" side lap and
a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin
caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll.
Membrane: One or more plies of Moisture Guard with a minimum 3.5" side lap and 6" end lap. Place
the first course of membrane parallel to the eave rolling the membrane to obtain maximum
contact. Remove the release liner as the membrane is applied. Vertical strapping of the roof
with Moisture Guard is acceptable.
Surfacing: Approved Roofing Assemblies where an ASTM D1970 underlayment is allowed.
Deck Type 1: Wood, Non -insulated
Deck Description: 19/32" or greater plywood or wood plank
System E(3): Anchor sheet mechanically fastened to deck, membrane adhered.
Base Sheet: One or more plies of ASTM D226 Type II or ASTM D2626 with a minimum 4" side lap and
a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin
caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll.
Membrane: One or more plies of TW Underlayment with a minimum 4" side lap and 6" end lap. Place
the first course of membrane parallel to the eave rolling the membrane to obtain maximum
contact. Remove the release liner as the membrane is applied. Vertical strapping of the roof
with TW Underlayment is acceptable.
Surfacing: Approved Roofing Assemblies where an ASTM D1970 underlayment is allowed.
Deck Type 1: Wood, Non -insulated
Deck Description: 19/32 " or greater plywood or wood plank
System E(4): Anchor sheet mechanically fastened to deck, membrane adhered.
Base Sheet: One or more plies of ASTM D226 Type II or ASTM D2626 with a minimum 4" side lap and
a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin
caps 6" o.c. at the laps and two staggered rows 12" o.c. in the field of the roll.
Membrane: One or more plies of AWAPLAN or AWAPLAN TUL applied at a right angle (90� to the
slope of the deck adhered in a full mopping of approved asphalt applied within the EVT
range at a rate of 20-40 lbs./sq. Vertical strapping of the roof with AWAPLAN or
AWAPLAN TUL underlayments is acceptable.
When used in Tile roof systems the cap sheet shall be back nailed to deck with approved
annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the
end laps. No nails or tin caps shall be exposed.
Surfacing: Approved Mechanically Fastened or Mortar Adhered Tile or Metal Roofing Assembly or
Approved Roofing Assemblies where an ASTM D6164 underlayment is allowed.
NOA No.: 17-0531.01
Expiration Date: 07/05/22
Approval Date: 12/14/17
Page 4 of 9
Deck Type 1: Wood, Non -insulated
Deck Description: 19/32" or greater plywood or wood plank
System E(5): Anchor sheet mechanically fastened to deck, membrane adhered.
Base Sheet: One or more plies of TAMKO SA Base, ASTM D226 Type II or ASTM D2626 with a
minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular
ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. in the field
of the roll. Shall only be mechanically fastened to wood deck. Direct adhesion to wood
deck not permitted in the HVHZ. Do Not Remove Release Film!
Membrane: One or more plies of TAMKO SA Cap with a minimum 4" side lap and 6" end lap. Place
the first course of membrane parallel to the eave, rolling the membrane to obtain maximum
contact with base sheet. Remove the release liner as the membrane is applied. Vertical
strapping of the roof with TAMKO SA Cap underlayment is acceptable.
When used in Tile roof systems the cap sheet shall be back nailed to deck with approved
annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at
the end laps. No nails or tin caps shall be exposed
Surfacing: Approved Mechanically Fastened or Mortar Adhered Tile or Metal Roofing Assembly or
Approved Roofing Assemblies where an ASTM D6164 membrane is allowed.
Deck Type 1: Wood, Non -insulated
Deck Description: 19/32" or greater plywood or wood plank
System E(6): Anchor sheet mechanically fastened to deck, membrane adhered.
Base Sheet: One or more plies of Awa Nailbase, Awabase SA, ASTM D226 Type II or ASTM D2626
with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved
annular ringshank nails and tin caps 6" o.c. at the laps and three staggered rows 6" o.c. the
field of the roll.
Membrane: One or more plies of TAMKO SA Cap with a minimum 4" side lap and 6" end lap. Place
the first course of membrane parallel to the cave, rolling the membrane to obtain maximum
contact with base sheet. Remove the release liner as the membrane is applied. Vertical
strapping of the roof with TAMKO SA Cap underlayment is acceptable.
When used in Tile roof systems the cap sheet shall be back nailed to deck with approved
annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at
the end laps. No nails or tin caps shall be exposed
Surfacing: Approved Mechanically Fastened or Mortar Adhered Tile or Metal Roofing Assembly or
Approved Roofing Assemblies where an ASTM D6164 membrane is allowed.
NOA No.: 17-0531.01
Expiration Date: 07/05/22
Approval Date: 12/14/17
Page 5 of 9
Side View - Staged Tiles (Slope —) Front View - Staged Tiles (Slope 1)
1. Fire classification is not part of this acceptance.
2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with
applicable building code. TAMKO Underlayments shall be installed in strict compliance with applicable
Building Codes.
3. All TAMKO Underlayments shall be applied to a smooth, clean and dry surface with deck free of
irregularities. Deck shall be fastened in strict compliance with applicable Building Codes.
4. All TAMKO Underlayments shall not be applied over an existing roof membrane as a recover system but may
be applied over an approved roofing Base/Anchor sheet underlayment.
5. TW Metal and Tile Underlayment, Moisture Guard, TW Underlayment, TAMKO SA Base and TAMKO SA
Cap shall not be left exposed as a temporary roof for longer than 30 days of application.
6. AWAPLAN and AWAPLAN TUL shall not be left exposed as a temporary roof for longer than 180 days of
application.
7. The standard maximum roof pitch for TAMKO SA Cap shall be 5:12 for flat tile and profiled tiles with lugs.
See Tile Staging/Stacking Detail.
8. The standard maximum roof pitch for AWAPLAN and AWAPLAN TUL shall be 4:12 for flat tile and profiled
tiles with lugs. See Tile Staging/Stacking Detail.
9. Tile storage shall be on a battens or toe boards when the underlayment slope limit (See #7 & #8 above) is
exceeded. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid
dropping of tile directly on the underlayment.
10. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product
with specific prepared roofing products.
11. The TAMKO Underlayments may be used with any approved roof covering Notice of Acceptance listing the
TAMKO Underlayment as.a component part of an assembly in the Notice of Acceptance. If TAMKO
Underlayments are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -
Dade County Product Control Section for approval provided that appropriate documentation is provided to
detail compatibility of the products, wind uplift resistance, and fire testing results.
NOA No.: 17-0531.01
MUU 14=ECOUNTY Expiration Date: 07/05/22
�LIU., , Approval Date: 12/14/17
Page 6 of 9
GENERAL LDETATIONS:
12. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels.
Sweep the deck thoroughly to remove any dust and debris prior to application.
13. When applying the membrane in the valley, start at the low point and work to the high point, rolling the
membrane from the center outward in both directions. For ridge applications, center the membrane and roll
from the center outward iniboth directions.
14. For the self adhered membranes roll or broom the entire membrane surface so as to have 100% contact with
the base sheet, giving special attention to overlap areas.
15. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product
Control Notice of Acceptance and applicable Building Code.
16. All protrusions or drains shall be initially taped with a 6" piece of approved TAMKO Underlayment. The
flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of
the same TAMKO Underlayment shall be applied over the taped underlayment.
17. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 61G20-3 of the Florida Administrative Code.
18. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,
city, state and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade
County Product Control Seal as shown below.
NOA No.: 17-0531.01
Expiration Date: 07/05/22
Approval Date: 12/14/17
Page 7 of 9
TAMKO APPLICATION GUIDANCE SPECIFIC TO THIS NOA
FOR THE FOLLOWING PRODUCTS WHEN USED AS UNDERLAYMENTS
PLEASE CBECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL
CODES MAY SUPERSEDE THE TAMKO REQuiREMENTS AND RECOMMENDATIONS LISTED BELOW.
Moisture Guard
1. TAMKO accepts direct adhesion to wood decks in situations where direct deck installation is
permitted by applicable local building codes.
2. Moisture Guard is not to be used in any situation that requires permanent exposure.
3. TAMKO permits application with roll length parallel to roof slope at slopes at or above 21:12. All
side and end laps must be rolled with a roofing seam roller in addition to brooming the entire
surface.
TW Metal and Tile Underlavment
1. TAMKO accepts direct adhesion to wood decks in situations where direct deck installation is
permitted by applicable local building codes.
2. TW Metal and Tile Underlayment is not to be used in any situation that requires permanent
exposure.
3. When used as a concrete or clay tile underlayment TAMKO requires mechanical fastening of
every tile regardless of slope or tile attachment method.
4. Minimum elapsed time after installation and before loading of concrete or clay roof tiles is 48
hours.
5. TAMKO permits application with roll length parallel to roof slope at slopes at or above 21:12. All
side and end laps must be rolled with a roofing seam roller in addition to brooming the entire
surface.
TW Underlayment
1. TAMKO accepts direct adhesion to wood decks in situations where direct deck installation is
permitted by applicable local building codes.
2. TW Underlayment is not to be used in any situation that requires permanent exposure.
3. TAMKO permits application with roll length parallel to roof slope at slopes at or above 21:12. All
side and end laps must be rolled with a roofing seam roller in addition to brooming the entire
surface.
TAMKO SA Base and Awabase SA
1. TAMKO accepts direct adhesion to wood decks in situations where direct deck installation is
permitted by applicable local building codes.
2. SA Base and Awabase SA are not to be used in any situation that requires permanent exposure.
3. TAMKO permits application with roll length parallel to roof slope at or above %:12. All side and
end laps must be rolled with a roofing seam roller in addition to brooming the entire surface.
4. When mechanically -fastening SA Base and Awabase SA, the release liner may be lcft in place.
Fasten the sheet along the side lap at intervals of no more than 8 inches. Stagger fasteners on no
more than 16 inch centers along two lines located 13 inches from each edge of the base sheet.
NOA No.: 17-0531.01
Expiration Date: 07/05/22
MIAMIDADECOUNTr
... , Approval Date: 12/14/17
Page 8 of 9
TAMKO APPLICATION GUIDANCE SPECIFIC TO THIS NOA
FOR THE FOLLOWING PRODUCTS WHEN USED AS UNDERLAYMENTS
PLEASE CBECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL
CODES MAY SUPERSEDE THE TAMKO REQUIREMENTS AND RECOMMENDATIONS LISTED BELOW.
Awa Nailbase
1. Awn Nailbase is not to be used in any situation that requires permanent exposure.
2. TAMKO permits application with roll length parallel to roof slope at slopes at or above %:12.
3. Fasten the sheet along the side lap at intervals of no more than 8 inches. Stagger fasteners on no
more than 16 inch centers along two lines located 13 inches from each edge of the base sheet.
TAMKO SA Cap
1. TAMKO accepts direct adhesion to wood decks in situations where direct deck installation is
permitted by applicable local building codes.
2. SA Cap is permitted to be used as a concrete or clay tile underlayment for mecbanically-fastened
or mortar -set tile. When used with mortar attachment of tile, TAMKO requires mechanical
fastening of every tile regardless of slope.
3. Minimum elapsed time after installation and before loading of roof tiles is 48 hours.
4. TAMKO permits application with roll length parallel to roof slope at slopes at or above %:12. All
side and end laps must be rolled with a roofing seam roller in addition to brooming the entire
surface.
5. All adhesive -to -granule laps must be formed using TAMKO TWM-1 Mastic, TAM -PRO Q-15
Elastomeric Flashing Cement or TAM -PRO Q-20 Premium SBS Flashing Cement as directed in
the applicable TAMKO application instructions.
6. Damage to the membrane that occurs during installation must be repaired by setting a patch of SA
Cap that extends a minimum of 6 inches beyond the damaged area on all sides in TAM -PRO Q-15
Elastomeric Flashing cement or TAM -PRO Q-20 Premium SBS Flashing Cement.
AWAPLAN
1. AWAPLAN is permitted to be used as a concrete or clay tile underlayment for mechanically -
fastened tile.
2. TAMKO permits application with roll length parallel to roof slope at slopes at or above %:12.
3. Damage to the membrane that occurs during installation must be repaired by setting a patch of
AWAPLAN that extends a minimum of 6 inches beyond the damaged area on all sides in TAM -
PRO Q-15 Elastomeric Flashing cement or TAM -PRO Q-20 Premium SBS Flashing Cement.
AWAPLAN TUL
1. AWAPLAN TUL is permitted to be used as a concrete or clay tile underlayment for
mechanically -fastened or mortar -set tile.
2. TAMKO permits application with roll length parallel to roof slope at slopes at or above %:12.
3. Damage to the membrane that occurs during installation must be repaired by setting a patch of
AWAPLAN TUL that extends a minimum of 6 inches beyond the damaged area on all sides in
TAM -PRO Q-15 Elastomeric Flashing cement or TAM -PRO Q-20 Premium SBS Flash.
END OF THIS ACCEPTANCE
NOA No.: 17-0531.01
Expiration Date: 07/05/22
Approval Date: 12/14/17
Page 9 of 9