HomeMy WebLinkAboutPRODUCT APPROVALr
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Product Approval
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Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Emall
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
10. Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
to � `�`•���^�Fc,
SCANNED
FL17499-RI BY
Revision St. Lucie County
2014
Approved
"Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission If necessary.
0
MI Windows and Doors
650 West Market Street
Gratz, PA 17030
(717) 365-3300 Ettt 2560
bsitlinger@miwd.com
Brent Sitlinger
bsitlinger@miwd.com
Windows
Single Hung
Certification Mark or Listing
American Architectural Manufacturers Association
Steven M. Urich, PE
IZ Validation Checklist - Hardoopy Received
Standard
AAMA 506
AAMA/WDMA/CSA 101/I.S.21A440
Product Approval Method Method 1 Option A
Date Submitted 07/19/2016
Date Validated 08/05/2016
Date Pending FBC Approval
Date Approved 08/05/2016
year
2008
2008
L
�w
Summary_ of Products
FL # Model, Number or Name
Description
17499.1 I85 SH
52x72 Fln/Flange Frame IG/SG Impact Single Hung
Limps of Use
Approved for use in MVHZ; No
Certification Agency Certificate
ryMI
Approved for use outside MVHZ: Yes
FI 17622 RI CCAC WI do1(s 105h (Fln) impart
f21.DCf
Impact Resistant! Yes
1
FL7749 RS Cer
Design Pressure: +55/-55mpact
MI Zd do • 185 5r (Fin) I
Other: R-PG53, Missile Level D, Wind Zone 3. Glass tobe
FLSF Ri C
bedded In Pecora 896 sealant.
CAC MI Wind w 1R5 9H (FI�) •pad
(21_0df i
FL77499 RI C Car MI Wind
IB Marine) i
(51_ndf
Quality Assurance Contract Expiration Data
10/10/2018 i
Installation Instructions
FLI7499 RI Il OB•0 4qA df
Verified By: Wis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R1
AF 51-MnA &as
Created by Indepentlent Third Party: Yes '
17499.2 185 SH
i
S2x84 Fin/Flange Frame IG/SG Single Hung
Limits of Use
A
Approved for use In MVHZ: Na
Certification on Agency Certificate
Fl
Approved for use outsidel.HVNZ: Yes
17499 RI C rAC ppCllaaa 1Fn75 01 109 47 R0 189I
SHfFLr waived -AI • 1-eA 1-RXR4 Rfi0f100 181 ndf
Resistant.
Design
Design Pressure: +60/-60'
6.
EU7429 RI CAC Mi Windows - 1A59H lFini (10)_ndf
FL77d99
Other. R-PG55
RI C CAr MI `Windows-. 185
FLI7499 R] C Car MI WI d 1Rs �Fln1 el (g) df
Quality Assurance Contract Expiration Date
10/09/2018
Installation Instructions
R17499
II nA-0 546A df
Verifl By: WIs R Wmas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 RI AF S1IIR27A
.,4F
Created by Independent Third Party: Yes
185SH
36x84 Fin/Flange Frame IG/SG Impact Single Hung
Limits
Limits of Use
Approved for use In HVHZ: No
Certification Agency Certificate
Approved for use outside . HVHZ: Yes
FL17422 RI C CAml a -+-
(41_ndf
Impact Resistant; yes
-
Design Pressure: +55/-55
I
FL77499 R] C CAC MI Windows 185 fFl 11m (5)at
Do
Other: R-PG55+, Missfle Level D, Wind Zone 3. Glass to be
bedded In Pecora 896 sealant
FLRl C CAC MT Windows 185 SH (Fla ) Impact
(odf
FL17499 RI C Car M I W(nd v 18 SI (Fla 9 Impa
141.ndf
Quality Assurance Contract Expiration Date
10/17/2010
Installation Instructions
FI_17499 0.1 7i
nR-0 54 odf '
Ved0ed By: Luis R Lomas PE-62514
Created by Indepentlent Third Party: Yes
Evaluation Reports
FL17499 R1 A 5ng71A odf
Created by Independent Third Party: Yes
17499.4 18 i SH
52x72 Fln/Flange Frame IG/SG Single Hung Laminated Glass
Limits Use
Approved
ve roved for use in HVHZ:'No
Certification Agency Certificate
FL17492
Approved for use outside HVHZ: Yes
RI r CAC Ap (19 6i, 1726 01 109 47 R0 185
SHfFLG
Impact Resistant: No
waiver)y dfdf
FL17499 R1 C Cp
Design Pressure: +60/-60
MI P!I d Inc ' (FI 1 (111 f
wwIndov
fl 17499
Other: R-PG60
RS C Cer M 18 9i 'Fin (12)nnF
9 RI C CAC MI Windows
(Fln
- 18 9H (Flannel
-- -
Quality Assurance Contract Expiration Date
10/08/2018
Installation Instructions I
II.17499 RI ii
08-0 5a q odf
VedFled By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes j
Evaluation Reports i
F117499 R] A 51 i77A ndf
Created by Independent Third Party: Yes
17499.5 1 185 SH
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +60/-60
Other: R-PG60e
17499.6 1185 Triple SH
Limits of Use
Approved for use in HVHZ: No
Approved for use outsldc HVHL• Yes
Impact Resistant: NO I
Design Pressure: +50/-50;
Other: R-PGso*
17499.7 11854win SH
Limits of Units l
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No'
Design Pressure: +451-45
Other: R-PG45
Jnx64 Fin/Flange Frame IG/SG Single Hung Laminated
Certification Agency Certifieato
Contract Expiration Data
venrleo ey: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
F11740RI Al ctaa2AA
udf
Created by Independent Third Party: Yes
111x72 Fin Frame IG/SG Single Hung 110x72 Flange Frame
IG/SG Single Hung
Certification Agency Certificate
JE1.12A22111C CAC MY Windd— -tar ou—.-,--,
Quality Assurance Contract Expiration Date
10/20/2018
Installation Instructions
FL774gq y; II 09-n7Sg8A dP
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL774 RI AF 91aae4n odr
Created by Independent Third Party: Yes
106x72 Fin Frame IG/SG Single Hung 105x72 Flange Frame
IG/SG Single Hung
Certification Agency Certificate
Quality Assurance Contract Expiration Date
10/20/2018
Installation Instructions
a Z49q R1 Ir nR-OJS
Verified By: Luis 0. Lomas PE-62514
Created by Independent Third Party: Yes
evaluation Reports
FL17_499 RI AE 911g71A GAF
Created by Independent Third Party: Yes
Bask N®
The State of Fbdda l9 en AAreFe �empoyer. r_aovMht 2AarJAtT �malla address
Wassed In ment ;; AccesrlMlttv Sta rant ;; Ref¢n �t
Under this s law.email d, notes are pubasby phone
U you do not went your e-mail address released in response m a publit-recants men
mall to this entl[y. Instead, mnm¢ the Dram by phone or by hadltlonal Raa. If you have an esq do not send ninetieth,
Ili, FlPmIStatulss e/man for
O¢ober 10 ra1Z, 11¢nsees Ileenaed under Cha n questions, the these cants¢ ASa.day.1395. •punamnt to Sestbn e55.2r5
entails provided may be used forwith al communimnen with Ne Ilcansae sot a e9emall eddn¢a® ere a blk�iemre"a t "th en emall addressa they hove one. The
pkau preyfde the Department wIN an email addmsa which ran be made available to the pub@. To determine a WU do not wish to eetply a persenel address,
dl¢arR, youareanaenseeu.er chapter e55, F.S., please
Produ¢ Approval Aorapbt
Cg
Cree Card
NOTES:
1. THE PRODUCT SHOWN. HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO
MASONRY, CONCRETE.. OR OTHER STRUCTURAL SUBSTRATE -MATERIAL
S. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRTE OR OTHER STRUCTURAL SUBSTRATE..WINDOW .UNIIS.MAY
'BE"ANCHORED THROUGH*FRAME -To- SECURED WOOD BUCK IN ACCORDANCE WOH
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
B. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. SEE SHEET 9 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT R O IR D FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE Q8 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"' MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2 - 3 ELEVATIONS
5 - e 1 INSTALLATION
A RLVI500 M'CNOR SPACING k CFNRI$ 07/11/16 R.L
15. 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.
16. 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
1/2" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
INSTALLATION DETAILS.
17. FORANCHORINGTHROUGH 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.
18. ALL FASTENERS TO BE CORROSION_ RESISTANT.
19: lNSTALIATOW 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
GLASS
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52"X72"- LMI
NOTES
N.G.
08-02544
SIGNED: 071IZ2016
,
f2K9D6
52" MAX FRAME WIDTH 52" MAX FRAME WIDTH ' oo-ancnav w¢ µPR y
2" MAX 16' MAX O.C. 2' MAX 2° MAX 16" MAX O.C. Z' MAX A REVISE.➢ ANCHOR SPACING & CHARIS 07/11/18 ILL
,7 I 2"
Fnmr � / CHART#1
L. / %J Num6er ef4ncFrom, wem epulmE
Frrmr WI&tll
16" 16° H418M few21.W I 30.00 n 3LW 4200 1 4100 1 5200
MAX O / MAX O Pnl Nor! JImD Ib& .AmrO Ibld .1mb IIAv4 .W4D I/m6 dYnDI Ilm6 I.D k I Nrr4 Jan➢
O.C. /py D.C. 3L00 2 3 9 3 9 3 3 9 q 3 4 3 q 3
-L— 30.00 2 3 3 3 3 3 3 3 4 3 4 3 3 72" �— 72' I - moo 2 3 3 3 3 3 3 3 q 3 4 3 J
MAX MAX gE00 2 4 3 4 3 1 3 4 4 4 -.4 d. A 1
FRAME - FRAME ' &W 2 4 3 / 3 d 3 4 4 a 4 4 4
HEIGHT HEIGHT / a00 2 b 3 b 3 b 3 5 d 5 4 5 4 5
/ry 8100 2 6 4 5 4 5 4 5
,Lur MW 2 5 3 6 3 5 3 5 4 5 4 6 1 6
ROD 2 8 3. 8 3 8 3 8 4 8 d 8 6 8
X i X
i
185 ALUMINUM SINGLE HUNG WINDOW 185ALUMINUMSINGLE HUNG WINDOW
EXTER0R VIEW DESIGNER EXI NR NEW
FLANG96FINLESS INSTALLATION FLANGE&RMESS INSTALLATION
SEE CHART#I FOR SMALLER UNITS REOUIREDANCNDRS SEE GHARTOI FOR SMALLER LWRSREOMREDANCHORS
DESIGNPRE56URE RAZING 1MPACTRAIDAT
t55.0PSF LARGE
MISSREIMPACT
MISSILE LEVEL D, WIND ZONE 2
1
NOTES:
1. MAXIMUM SASH SIZE 51' X 36'. SIGNED: 07=2016
2. MAXIMUM SASH D.L.O.: 47 5/8" X 32 1/2".
3. MAXIMUM FIXED D.L.O.: 49 3/8" X 32 1/2". MI WIDOWSEST ANDKET DOORS650 `TREET
`\\\`8 R!ILQ
GRATZ. PA 17030-0370 �Jy\OEHSB"9s�.�
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
Di 826
52"x72°- LM1
FLANGE & FINLESS ELEVATIONS D7ATE OF ;
HAI7OWARES[HEDULE uv '�"4%•'�ORIO�'?�
A. METALSWEEP UXKATB" FROM EACH END INTERIOR NMEING RAIL N.G. 1 08-02544 q /88'''••'�G\��
8. 21BLOCKANDTACKLEEVMANIEATJAMIIR a NTS 167 12 09/14 --2 OF 9 giF�J/11NA111 \\\
7
HEI
52' MAX. FRAME WIDTH 52' MAX FRAME WIDTH
ip•
MAX O.C.D.C. Z" MAX 2- MAX r I—^1- MAX D.C. �. 2' MAX
2'MAX
MX
FRAME
r r-r
10' MAX
G.G.
�—
"
CHT
O
p�j/
_
O
10' MAX
{
G.G.
MAX T-
/d
FRAME
-_HEIGHT
/t
4
185ALUMINUMSINGLE HUNG WINDOW 185ALUMINUMSINGLE HUNG W/NDOW
EXTERIOR VIEW DESIGNER EXTERIOR VIEW
RNINSTALIA770N FMMSTALlA7ION
SEECHART/2FORsMALLER UNRS REOU/REDANCHORS SEECNARTP2 FOR SMALLER UNOSREOUIREDANCHORS
DESIGN PRESSURE RA77NO IMPACT RA7ING
&M..OPSF LARGE
MISSILELMPACT
MISSILELEVEL D. IWND20NE8
NOTES:
1. MAXIMUM SASH SIZE: 51- X 36'.
2. MAXIMUM SASH D.LO.: 47 5/8- X 32 1/2'.
3. MAXIMUM FIXED D.LO.: 49 3/8' X 32 1/2".
uvlmuB
^��nd+ alc IaPaam
RLVISEO ANCHM SPACING N CHARTS 07/I1/16 IR.L
CHART02
Number OfenNOT bu8ensm0ubed
creme Remo W14m
n
-'34W
-
�.00
=00
42.m
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— 6L00
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J-nb
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Jamb
Nis
Juno
N68
Jamb
N68
AMb
R88
Jamb
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3
3
3
3
4
3
6
3
6
3
B
3
B
J
2600
3
4
3
4
4
1
5
4
6
4
B
4
B
4
380F
3
b
3
64
6
6
6
6
b
6
b
B
b
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3
B
3
6
4
6
6
fi
5
6
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6
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3
B
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b400
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B
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VaDil
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4
T
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7
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7
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8
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SIGNED: 0711212016
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 195 ALUMINUM SINGLE HUNG WINDOW S
52 X72'- LMI
FIN ELEVATIONS
dome
N.G. 08-02544 A
' NTS 1a7 12/09 14 � 3 OF 9
I 1 I I I i I I 1
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1/2' MIN �mc�
EDGE DISTANCE
RtV MSCPoFlION WlE RnPROND
3/4" MIN A REVISED ANCHOR SPACING h CHNOS 07 11 2016 R.L
EDGE DISTANCE / /
MIN.
METAL
1 1/4" MIN. 1/4" MAX.
ENT
STRUCTURE
BY OTHERS
1/a• Mqx.
EMBEDMENT
SHIM SPACE
FM
SHIM SPACE
1/2•INTERIOR
MIN
APPROVED
EDGE
SEALANT
DISTANCE
#10 WOOD SCREW
#10 WOOD
.. -910 SMS-OR -
SCREW
SELF DRILLING
WOOD FRAMING
SCREW
OR 2X_ BUCK EXTERIOR_
_ _ _ _.BACKER
-_BY
OTHERS ROD
& APPROVED
SEALANT
a
JAMB INSTALLATION DETAIL
INTERIOR
WOOD MW NGOR2YBUCKINBTALLARON
y
EXTERIOR
INTERIOR
1/4" MAX.
li
SHIM SPACE
fl10 SMS OR
SELF DRILLING INTERIOR
il
a
SCREWS
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
1/4" MAX. BACKER ROD
SHIM SPACE & APPROVED
SEALANT
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FW/SHEA BYOTNERA
NOTSHOWNFORCLART:
2 PEAIMETERANDJOINTSEAIANTBYOTHERSTOBE
DESIGNED INACCORDANCEWRHASIM M112
META
STRUCTUR
BY OTHER
VERTICAL CROSS SECTION
METAL STAUCT IRE INSTALLATION
SILL TO BE SET
EDGE
IN A BED OF
DISTANCE
APPROVED
T--
STRUCTURAL
SEAT
I EXTERIOR
METAL
1/4- MAX.
STRUCTURE BACKER ROD
BY OTHERS
SHIM SPACE
&APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTUREINSTAUATTON
SIGNED: 07/TPJP016
MI WINDOWS AND DOORS
��puuuln,A
650 WEST MARKET STREET
����8:'.:0e;/j/ice
GRATZ. PA 17030-0370
`� •6EN-
SERIES 185 ALUMINUM SINGLE HUNG WINDOW*•
#:
FLANGE .INSTALLATION DETAILS
• 1 �
I
I
2 1/2• MIN.
EDGE DISTANCE
2 1/2• MIN.
EDGE DISTANCE
CONCRETE/MASONRY
RfV oEscnirnoN
wrz AAp6
BY on1ERs �
.. d
a
A REVIST_0 ANCHOR SPACING & CHARTS
W/11/2016 R.L
d
OPTIONAL 1X BUCK 1 •
. °• d 1 1/q" MIN.
SEE NOTES 3 — 7
SHEET 1
• E� ENT
1 1/4" MIN.
I
EMBEDMENT
MAX.
CONCRETE/MASONRY 1/4" MAX.
BY OTHERS SHIM SPACE
EA KER1/4"
06
SHIM SPACE
'
& A06
PPROVED
SEALANT
v
_ _
3/16" TAPCON
3/16""TAPCON w
° . INTERIOR
EXTERIOR
lMERfOR
2 1/2'
MIN.
EDGE v
DISTANCE '
1_ EXTERIOR
BACKER ROD
& APPROVED
OPTIONAL 1X BUCK SEALANT
'
SEE NOTES 3 — 7
TO BE SET
SHEET 1 JAMB INSTALLATION DETAIL
BACKER ROD
BED OF
CON CRETE/MASONRYAVSTAfL1RON
& APPROVED
OVEDSEALANT
I
CTURALNTOPTIONAL
LSE
IX BUCK
SEE NOTE 3 — 7
1/4' MA%.SHEET
SHIM SPACE
NOTES.
I. INIERIORANDEXTERIORFlN/SHES, By OTHERS,
1
NOTSNOHWFORCIARITY.
EPER/METERANDJOINTSEAfANT'BYOTNERSTOBE
CONCRETE/MASONRY
DESIGNED INACCORDANCE WTMASTME2112
BY OTHERS
e .
SIGNED: 07112,2016
,
MI WINDOWS AND DOORS
�p\111111II/�i
. •
a
d
650 WEST MARKET STREET
GRATZ. PA
R G ii
S �
17030-0370
A•
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
5NSTALL— IN
VERTICAL CROSS SECTION
GONCRETbMSONRYINSTAllATION
FLANGE INSTALLATION DETAILS
��� _
� • qT OF ; �y
F:OR10�'•
onAaeA mro Ha RCI
� �:
08 A
sv NTS m" 12/09/14 T540F 9
1/2" MIN
EDGE DISTANCE
I WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVEDr/4� MAX.
SEALANT SPACE
B10 WOOD SCREW
INTERIOR
EXTERIOR 4
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
REN9DN5
R!V
A
DecwPnoR
REVISED ANCHOR SPACMC & CHWIS
w¢
07/11/2018
urnwm
RL
3/4" MIN
EDGE DISTANCE
STRUCTURE METAL
1 1/4" MIN. 1/4' MAX.
BY OTHERS
1/4" MAX.
EMBEDMENT
SHIM SPACE
SHIM SPACE
L
INTERIOR
1/2•*--.-7
APPROVED
T
MIN
EDGE
SEALANT
DISTANCE
Q10 WOOD
. .. EXTERIOR
... #10 SMS.-OR.-
SCREW
..._._...
ROOE
SELF DRILLING
WOOD FRAMING
SCREW
0_R 2X BUCK
_
BY bTHERS D
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OA 2X BUCK DISTAU AnON
INTERIOR
F 1/4' MAX.
—SHIM
SPACE
I
glo SMS OR,
SELF DRILLING
I INTERIOR
TILL TO BE SET
V A BED OF
�PROVED
;TRUCIURAL
EALANT
BACKER ROD
1/4' MAX. & APPROVED
SHIM SPACE SEALANT
BY
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTAL UI RON
NOTE&
T. INTERIORAND07ERIORRNISHEB• RYOTHERS
NOTSHOWAIFORCIARDY.
2. PERIMEJERANDJOINTSEALANTSYOTHERS TO BE
DESIGNED IN ACCORDANCE WAN ASTM E2712
VERTICAL CROSS SECTION
METAL STRUCTUREMSTALLATION
G
SCREWS
T_
SILL TO BE SET
3/4"
IN A BED OF
MIN.
EDGE
APPROVED
DISTANCE
STRUCTURAL
SEALANT
1J EXTERIOR
1/4" MAX
METAL BACKER ROD
SHIM SPACE
STRUCTURE & APPROVED
BY OTHERS SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED. 0711212016
M650 IWEESOTwMARKETD STREETDDOORS \\t�;1LO
GRATZ, PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52^X72"- LMI
FINLESS INSTALLATION DETAILSOF
`
Ra mrc rro. REV A:COB�Cp, �,:
2 1/2" MIN.
EDGE DISTANCE
CONCRETE/MASONRY
BY OTHERS -'• °
°
" e
OPTIONAL 1X BUCK "°• •.e 1 1/4" MIN.
SEE NOTES 3 — 7 EMBEDMENT
SHEET 1 _T
I
1/4" MAX.
BACKER ROD SHIM SPACE'
& APPROVED
SEALANT!
Jim, 3116" TAPCON
EXTERIOR INTERIOR
BACKER ROD
& APPROVED
SEALANT
OPTIONAL 1X BUCK
SEE NOTE 3 — 7
SHEET 1
CONCRETE/MASONRY
BY OTHERS •'
e�
SILL TO BE SET
N A BED OF
APPROVED
STRUCTURAL
SEALANT
1/4" MAX.
SHIM SPACE
° e
VERTICAL CROSS SECTION
CONOHETCMASONRYINSTAflA1170N
1 1/4' MIN,
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS
3/16" TAPCON
aFxmpVs
Rfl' o6CgPnax WlE MPPOYFO
A REVISED ANCHOR SPACING & CWTS 07/71/2018 R.L
OPTIONAL 1X BUCK
SEE NOTES 3 — 7
a SHEET 1
o.
MAX.
SHIMHIM SPACE
... e . F INTERIOR
z 1/z"
MIN.
EDGE
DISTANCE
L— EXTERIOR
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
OONCRE7FiMASONRYINSTALIARON
NOTES.
1. INTERIORANDEXTERIORPWORES, BY07HERS,.
NOTSHOWNFORCIARRY.
2 PERIME/EAANDJOINTSEAIANTBYOTHERS TORE
DESIGNED INACCORDANCE WRHASTME2112
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES185 ALUMINUM SINGLE HUNG WINDOW
52"X72"— LMI
FINLESS INSTALLATION DETAILS
m a mm xa
N.G. 1 08-02544
SIGNED. 07/122016
� I I
#8 WOOD —
SCREW
7/16" MIN
EDGE DISTANCE
EXTERIOR
1 1/4' MIN.
EMBEDMENT
WOOD
FRAMING
RY OTHERS
1/4-
I/4" MAX.
SHIM SPACE
INTERIOR
#8 WOOD —
SCREW
7/16" MIN
EDGE DISTANCE
EXTERIOR
1 1/4' MIN.
EMBEDMENT
WOOD
FRAMING
RY OTHERS
1/4-
I/4" MAX.
SHIM SPACE
INTERIOR
LJ
1/4'.MAX
SHIM SPACE
7/16' MIN
J
—E�
I
EDGE DISTANCE
#8 WOOD
WOOD
SCREW
FRAMING
1 1/4' MIN.
BY OTHERS
EMBEDMENT
VERTICAL CROSS SECTION
WOOD FR4WiVG0R2X BUCKINSTALLATNON
RVMO 5
_ oEsawnoH o.n= .vaaavm
REVISED ANCHOR SPACLIG & CWAM 1 07/11/20161 AL.
WOOD FRAMING .I 1/4" MAX
BY OTHERS I SHIM SPACE
MINEMBEDMTA8
?co
WOOD
SCREW
7/1EDGE
EXTERIOR
JAMB INSTALLA77ON DETAIL
WOOD FRAMING OR 2C BUCX INSTAL L1 nON
NOTES:
1. NNTER/ORANDEXTERIORRNNSH9% BYOAVER$
NOTSHOWNFDR CLARITY.
2 PER/MET RANDJO/NTSEAIANTBYOTHERS To BE
DEWSHED NN ACCORDANCEWITH ASTM E2112
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52"X72'— LMI
FIN INSTALLATION DETAILS
OR
m No.
ncv
N.G.
00-02544
A
NTS "n 12 09 14 �8 OF 9
SIGNED: 07/122016
LI�.1JG4
yy.y�GEIPg�.9�
2 3/16•
13/16"
F� LANGE FRAME HEAD
CM•iB501
ALUMINUM 6069-T$,=' THICK
3
7/B
2 3/16"
FLANGEFRAMEJAMB
CM-16m3
ALUMINUM 60R-n.050'THICK
f— 2 5/16" —1
2 3116" —I
T--4 1 5/18" LH J_
FINLESS F
CM -I MRAME HEAD
ALUMINUM 6063-T3.050. THICK
-. - 2-13/161' -. __fl _ --
ALUMINUM 6063.15.o5S THICK
1 3/4• 4
LOCKRAIL/STILE
CM•16505
ALUMINUM 6069-T5.G6rTHICK
GLNBD
RIGID PVC.050-THICK
FINLESS FRAME. SILL
cM-166u
ALUMINUM 6063-T5 XZ-7HKM
1 7/16'
2 5/16'
L
SASHBOTTO—RAIL
CM-15555
ALUMINUM 6063-Ts.oW, MlCK
15/16•
GLAZING BEAD
CM-18521
RIGID PVC.O50'7HICK
FINFRAMESILL
CM-18509
ALUMINUM 600-75.05r THICK
T1 1/8•
2"
L
MEETING RAIL
CM 1-75.
AWMINUM 606175.0547HICX
L�, 31�,8" r
15/16"
SASH STILE
CM-18507
ALUMINU11#6063-75.05o'TNICK
1 3/e}-
2 31/18"
FINLESS FRAME JAMB
0*18513
ALUMINLAU6069-75A60'7HICK
2 5/,6"
FINFRAMEHEAD
CM-f6%B
ALUMINUM 6063-75.050' THICK
2 3,6• r
2 3I/16•
1-�
FINFRAMEJAMB'
cM L85ro
ALUMINUAr6083-mom'THICK
�' 060t�or+ w1E iwPp�y
L A I REYISEO ANCHOR SPACING @ CRAM 07/11/16 _ R
5/8•
1/8• ANN. 1/8' ANN.
1/8" ANN.
.090 PVB BY KURARAY
METAL REINFORCED
BUTYL SPACER
EX7EfllOR
+. INTERKIR-_
1/2- BRE SILICONE
SEALANT
SETTING BLOCK 0 IIY
GLAZING DETAIL A
1/8• ANN
.090 PVB BY KURARAY
1 /FXfERIOfl
J- 1MER/OR
1/2' SITE SEALANT
T_ SEALANT
SETTING BLOCK
GLAZING DETAIL B
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52"X72"- LMI
COMPONENTS
SIGNED. 0711212016
6MO17 Florida Buildirgcodeonline
Business &
Professional -t 1 1
�Ap 111pQQwA 6CMHH.- I toytn I uxrv:�an I Hocromci I Swan s=ft�st f 5x rats FBCsrair I BOS SU Mp ( U*s 1 sego,
`1I ` r II�Product Approval
.i„c,s: Aovmvzi rimu > wvasc oravxiraMm seam > 6�w 15_ut1b3.> APpwrwnoexza
FL 9 R.17996
Application Type New
Code Version 2014
Application Status Approved
SCANNED *Approved by DSPR. Approvals by DBPR shall be reviewed and ratified
BY by tux POC a Wur the Commission if necessary.
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
St. Lucie County
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Elixir Door and Metal Company
1215 Pope Dive _
Doxx3las, GA 3LS33
(9123493-2215
rMaerri@*hxirdrnc.com
RarWJI Yarberry
ryarbem0elix1ydmc.com
PTC Product Design Group
PO, Box SZ9775
h ongznod, FL 32752
(321) 6%-1788
infot-lytc-corp.com
Exterior Doors
Swinifing Exterior Door Assemblies
Certification Mark or Listing
American Architectural Manufacturers Association
American Architectural Manufacturers Association
Standard
ASTM Eral)
Method 1 Option A
O8/a61201S
119MIZ015
Year
2002
1¢tps9hmw.daid�.if3rrg.0rg'prJpr app all.aspx?parom=wGEVXQ.vMquTl&,T%K2%a,!MZ%2ts, Y14% Y4()sPmbl9Wk9zgTip°A2fpQ36NZQ%3d%3d M
Florida Building Cade Online
Date Pending FOC Approval
Date Approved 09/07/2015
Summary off Pmducts
Go to Page =
00 Page 1/200
-
FLA Mod el, Number or Name Description
17996.1 Series 202-20S Steel Door Series 202-205 Steel O.S. Door w/ Vertical Slider Window
Limits of Use Certification Agency Certificate
Approved for use. in HVHZ: No €Li 7c96 RO C C_ 4C_ EYR 707 205 Vertical SRd=r ASTM E330
Approved for use outside HVHZ: Yes clus aill -
Impact Resistant: NO Quality Assurance Contract Expiration Date
Design Pressure: +301-30 12/03/2018
Other: Installation Instructions
TR ELIX0034 RevR5 ' s200-205 SS Odf
Verified By: Robert 1. Amoruso, PE KPE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
Er 79% RD AE PER 1542 Rev: 415-0705 ss_odf
Created by Independent Third Party: Yes' -
17996.2 Series 230 Wq Steel Door Seffes 230 W9 Steel O.S. Door wl Cottage Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No rs 6 Ro C CAC EYR 2313 ty9 a(Taoe ASTr4 E330
Approved for Use outside HVHZ: Yes
:Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +301-30 12103.MIB
Other: Installation Irnstmetions
Ea r7946 R0 R ELx0033 Rev A Series 230 W2 SS odf
Verified By: Robert I. Amoruso, PE Fl PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
r117996 RD AE PER 1642 Rev3.415-0705 52.00
Created by Independent Third Party: Yes
17996.3 Series 402-14 Vinyl Steel -Out -Swinging Regular Door - 14"x14" Window
Limits of Use Certifu:21 it Agency Certificate _ -
Approved for use in HVHZ: No F r�°�- an r rat^ Ex 407-t4 enoxlds5.odf
Approved for use outside HVHZ: Yes "fity Assurance Cemract Expiration Date
Impact Resistant: No @911412020
Design Pressure: +40/-40 Installation Instructions
Other. R37v96 RO 11 LI TY0050 RM&A 05 FtODEL 402-14 r GajF
Verified By: Robert 1. Amoruso,PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
1L17R96 RO AE PEST 1951 Re 1a 415-0705 s2,pgf
Created by Independent Third Party: Yes
17996.4 Series 402-20S Vinyl Steel Out -swinging Regular Door - 20" slider window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No rti1C RO C CAC EkR'aO2-2aS E3'0 OSusS OdF
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 09/11/2020
Design Pressure: +401-45 Installation Instructions
Other. FU L496 RO it ELIXG051 RN A OS MODEL 402-20S ss odf
verified By: Robert 3. Arnbruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
Er 17996 RO AE PE3 1951 Revl a 419•0705 vs od'r
Created by Independent Third Party: Yes
17996.5 Series 407 Vinyl Steel Out -swinging Regular Door - Blank (no window)
Limits of Use Certification Agenry Certificate
Approved forme in HVHZ: No M7'4e6 RO C CAC EXR 407 E330 Muss odf
Approved for use outside HVHZ: Yes Q"rdy Assurance Contract Expiration Date
Impact Resistant: No 09/1412020
Design Pressure: +401-45 Installation Instructions
Other: Ra 74'FCi RO 11 EMR952 RFV A OS MODEL 407 ss odf
Verified By: Robert J. Amoruso, PE FL PE NO. 49752
Created by Independent Third Party: Yes
Evaluation Reports
Pi 17925 RO AE PER 1951 Re-1415-4705 c ndf
Created by independent Third Party: Yes
17996.6 Series 430 W9 Vinyl Steel Out -swinging Regular Door - 9-Lite Window (1'8"
x 3'0")
tit;y.,Ih w.U%idabuildingag/ix/pr app M.asiv(7pwa=wGEVXaNlDquTiJiTql2%2bd3R%2b%ZN2`i%2MDsPmIADVukSzgTip°h2fpQ36HZQ%WO,,o3d 215
tit;y.,Ih w.U%idabuildingag/ix/pr app M.asiv(7pwa=wGEVXaNlDquTiJiTql2%2bd3R%2b%ZN2`i%2MDsPmIADVukSzgTip°h2fpQ36HZQ%WO,,o3d 215
6.9i12017
Florida Building Code Online
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
F117ro6 RO C CAC EXR 430E W9 E332 olu55 df
Approved for use outside HVHZ_ Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
Design Pressure: +331-40
Other.
O9(14/2020
Installation Instructions
FL17995 Rn ti P1fC0a53 REV -A OS MODEL 43a LY9 s5 oaf
Verified By: -Robert J. Amoroso, PE FL PE No. 49752
treated by Independent Third Party: Yes
Evaluation Reports
ra.7m.: Rri as PEk_id51 ReVla 415-0705 ss odf
treated by Independent Third Party: Yes
17996.7
Series 6400 W9 Cottage
Series 6400-W9 Non -Impact Inswing Painted Steel Door
W/Storm Door
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Certification Agency Certificate
F1IRO C CAC EXR 64W EM nt i S Pef
QualitfAssurarrce Contract Expiration Date
Impact Resistant: No
09116/2019
Design Pressure: +66f-56
Other.
Installation Instructions
R r7G;6 RO II ELIX0056 Rev -A IS MODEL 6400-W9 WMi
rr� Cp..1i prim ss.odf - _ - _ _
Verified ey- Roberti. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
R 179% RO AF PER 1254 R 2 415-0705 s_o_df
_
Created by Independent Third Party: Yes
17996.8
Series 7500 Oval
Ser"res 7300 Non -impact Inswing Vinyl laminated Steel Door
w,'Adjustable Threshold
Limits of Use
Approved for me in HVHZ: No
Certification Agency Certificate
Fn179a R®C cAc EXR 7500 Dv A 21 adsstable thrc00W
EMM vfu:55-odf-
Approved for use outside HVHZ: Yes
Impact ResistanC No
Quafity Assurance Contract Expiration Date
Design Pressure: +34/-50
09/17/2019
Other.
Installation Instructions
FU7g9G RO-if. ELIXfN155 Re •-A IS MODEL 75M OVAL 21
WM4 AIMSTARLE THRFESHOLD Ss Rdf
Verified By: Robert J. Amarpso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
'F'+➢Y M'RO AE PER 1955 Rey 2 415-0705 s- odf
Created by Independent Third Party: Yes
17996.9
Series 7500 Oval
Series 7500 Non -Impact Inswing Vinyl Laminated Steel Door
wiStorm Door and PVC Jambs
Limits of Use
Certification Agency Certificate
Approved foruse in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant.• No
Ftl7996 RO C aC EXR 7500 Oval 23 E330 olus5 odf
Qw6ty Assurance Contract Expiration Date
09/16f2019
Design Pressure: +50/-50
Other:
Installation Instructions
R 179II_ ELTKO060 A IS MODEL SIF 75W 23 OVAL
_ _
wxts STORM ❑CdR ss.pdf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
iLIRO _AE PER 1955 Rev2 415-0705 ss.odf
Created by Independent Third Party: Yes
17995.10
Series 0400 W9 Cottage
Series 6400-W9 Non -Impact Oval Inswing Vinyl Laminated
Steel Door w/Storm Door
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Certification Agency Certificate
FLJ FW :G -eU C CAC ME PACO E330 ed a.5 1f
Quaity, AssuranM Contract Expiration Date
Impact Resistant: No
Design Pressure: +50/-50
Other.
09/tfd201.9
Installation Instructions
R-27736 RO R ELrMS7 Re -A IS MODEL 84I0.1is CIM
W MA STMA DfMR mimilf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Oeated by Independent Third Party: Yes
Evaluation Reports
F917996 RO PE PER 1954 R P 415-0705 Mndf
Created by Independent Third Party: Yes
17996.11
Series 9000
Series 9000 Non -Impact Inswing Vinyl Laminated Steel Door
w/Starm Door
Limits of Use
Approved for use In HVHZ: No
Approved for me outside HVHZ: Yes
CeTTication Agency Certificate
a I RE!: RO C CM, M 2900 5o IF-M plmss.ndr
Quality Assurance Contract Expiration Date
hops://vnvw.FaridaMildirrg,orglprlpr apt dtl.aspx?pwr=wGEV%IIwtDquTthTgK29',7 3R%2b%24Ld%MOsPmfiDVuk9zgTip%2FpQ36HZQ%v�:b3d
619/2017
Florida BuildingCode Wine
Impact Resistant: No
Design Pressure: +50/-50
Other:
09/16/2019
installation Instructions
F1 F n If Fi rYi O& R A I5 BLANK 900D DOOR W
SMRM DOOR ss Rdf
Verified By: Robert 3. Amoroso, PE FL. PE No. 49752
created by Independent Third Party: Yes
Evaluation Reports
H 179gS RO AE PER 1954 Pey7 415-0705 ss.ndf
Created by independent Third Party: Yes
17996.12
Series 9400 Cottage
Series 9400-W9 Nan -Impact Inswing Vinyl Laminated Steel
Door w/Storm Door
Limits of Use
Approved for use in HVHZ: No
Approved for use outside NVHZ.• Yes
Impact Resistant: No
Design Pressure: +50/-50
Other.
Ceit+7salion Agency Certifirate
se 17536 RD C CAC IXR9400 E3301gu55 oi1f
qualityAssumnce Contract Expiration Date
001161-7019
iastaltationlnstructions
S-1lwc; RO It ELIX0059 Re -A IS MODEL 9400=W9 COTFAGE
4P. StURbr DOOR ss.nf
Verified By- Robert1. Amoroso, PE FL PE No. 49752
Created by independent Third Party: Yes
Evaluation Reports
a 7�& RO AE PER 1554 Rey2 415-0795 s of
Created by lnependent Third Party: Yes
17996.13
Series AFI7N
Series AFW7N Non -Impact IS Fiberglass Door
Limits of use
Approved for use In HVHZ- No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +38/-38
other,
Certification Agency Certificate
RJ75% RO C CAC EXR AFIF'N E330 l s5 ode
quaGfyAssurance Contract Expiration Date
091141-'019
last2lation Instructions
FL17v s RO H amon AFTF7N BFIF7N ReVA. SS nF
Verified By: Robert I."Amoruso, PE FL PE No. 49752
Created by Independent Third Party.: Yes
Evaluation Reports
F,17546 RB PE PFR-1952 Re 2 415-070S ss nF
Created by Independent Third Party: Yes
17996.14
Series AFOF7N (Series
APC,-jN Non -Impact OS Fiberglass Door
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +381-38
Other.
Cew:w:+tton Agency Certificate
a L749G FO C 91C EO AF0F7N E330 W f 5 odf
Quality Assurance Contract Expiration Date
09/1412019
Installation Instructions
Mil? S RO IF Ern0042 AFOF7N-BF0F7N ReVAss.cdf
Verified By: Robert 3. Amoruso, PE R. PE No. 49752
Creased by Independent Third Party: Yes
Eva_Iuation Reports
Te 759G RO PE PER 1452 Rev2 415-0703sssrl(
Created by independent Third Party: Yes
17996.15
Series AVIFN
Series AVIF7N Non -Impact IS Steel Door
Lints of Use
Approved for use in HVHZ: No
Approved forme outside HVHZ: Yes
Impact Resistant No
Design Pressure: +251-25
Other:
Certification Agency Certificate
FFt➢7� Rn rr C�IC M AVIF7N E330 RI Ass rif
quay Assurance Contract Expiration Date
D4/0SM20
Installation Instructions
f$17afi£ PO IT EMOD47 AVIF7N-BVnN RCA 1&p9T
Verified By: Robert 3. Amoruso, PE FL PE No. 49752
created by independent Third Party: Yes
Evaluation Reports
HT74'16 RO PE P=R 1253 Rei2 415 0705 ss ndf
Created by Independent Third Party: Yes
27996.16
Series AVOF7N
Series AVO7N Non -Impact OS Steel Doors
Limits of Use
Approved for use in HVHZ.- No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +211-21
Other:
Certification Agency Certificate
yu R0 C Car. EYR AVOF7N E330 0955.cdf
"itty Assurance Contract Expiration Date
UVW2020
Installation Instructions
R 1-*3'X R0 1t Euxo04R AVO7N BY07N R A ss pdf
Vo,l,f zd By: Robert I Amoruso, PE FL PE No. 49752
Created by independent Third Party: Yes
Evaluation Reports
H 179R6 R0 PE PER 1953 ReV7 415 0705 ss Rd_f
Created by independent Third Party: Yes
• 179%117
Series BFiF7N
Series BFi7N Non -Impact IS Fiberglass Door
711y:slinvwwAaiSdaz ig,crgprlpr aIp[1.aspx?param=wGEVXUMDqu7tLshTgic2%,&xSR%'RI'3'atN%IgM10spmbLDVok9zgTip%2FpQ31iHZW.3ff3d 415
.-iiwii
Florida Bolding Code Ortine
a
I
Limits of Use
CerU-fication Agency Certitiwte
Approved for use in HVHZ: No
R 1Ta46R0 C CAC E>T3 BFlFiN E310 Diu S odF
Approved for use outside HVHZ: Yes
QuaHtjf Assurance Contract Expiration Date
Impact Resistant: No
09/15/2019
Design Pressure: +38/-38
Installation Instructions
Other:
R37g96 R0 R EtIK0046 AFIF7N RHM Re A SS,Ddf
Verified By: Robert ].'Amoroso, PE FL PE No. 49752
Created py. lridependent Third Party: Yes
Evaluation. Reports
F717996 R0'AE PER 1252 ReV2 415-0765 ss.pdf
Created by Independent Third Party: Yes
17996.18
Series BFIF/S
Series OFIF7S Non -Impact IS Fberglass French Door
Limits of Use
Certification Agency Certifiote
Approved for use in HVHZ: No-.
:ali�6 R0C CAC EYR BFfF75 E330 D1u55 odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/1512919
Design Pressure: +38/-38
IrtstaRationlrstrurdlons
Other.
F337A36 R641 Er3K0046 BFR75 Re_p ss odf
Verified By: Robert 3, Amoroso, -PER PE No. 49752
Created by Independent Third. Party: Yes
Evaluation Reports
_
w 3 rG R0 AE EM 1952 R 2 4I5=0705 s 114f
Created by IndependentThird Party: Yes
17996.19
Series SF0F7_ N
Series 5FUF7N 1,101-impoct OS Fiberglass Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
w 7 S6 RR C CAC-EKR BFOF7N E330 dus5 odf
Approved for use outside HVR2: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
04/06/2020
Design pressure: +30/-30
Installation Instructions
Other:
.3a 37arJF. RO R F-3ynnA2 AFOF7N BFUP7N RevA ss QfF
Verified By; Robert). Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
w 170% QD AE PER 1952-Re 2 415-0705-SS.Ddf
Created by Independent Third Party: Yes
17996.20
Series BVI63S
Series EV163S Nun -Impact Single inswing Door w/Fixed Ute
Insert and Outswing Storm Door
Limits of Use
Cero-fwtan A9e!!cy �K'ficate
Approved for use in HVHZ: No.
rl I1g96 a'0 C' Qf G:C FXR BV[fi3S E330 ❑liml
Approved for use outside HVHZ: Yes
Qua"Assurance Contract Expiratum Date
Impact Resistant: No
]i117/Z021
Design Pressure; +651-65
Installation Instructions.
Other.
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Verified By: Robert J. Amorasd, PE FL PE No. 49752
Oeated by Independent Third Party: Yes
Evaluation Reports
gi7i15Fj R® AE PER 27s4 Rev2 415-0705 ss.odf
Created by Independent Third Party: Yes
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ELIXIR DOOR & METAL CO.
MODEL 407 NON -IMPACT OUTSWING
VINYL LAMINATED STEEL DOOR
GENERAL NOTES:
INSTALLATION NOTES:
I. THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED
5, IN AREAS MERE WINDBORNE DEBRIS PROTECDON
1.ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH
S. MINIMUMEMBEDMENTAND ND EVTHODISTANCE
WALL ISHES, INCLUDINGLIMITED TO�E
TO COMPLY WITH THE CURRENT EDITION OF THE
REQUIREMENTS EXIST, USE OF AN IMPACT PROTECTIVE
ANCHORLOCATION.
VENEER AND BIDING.
FLORIDA BUILDING CODE(FBC) EXCLUDING HIGH
VELOCITY HURRICANE TONE AND THE DESIGN
SYSTEM COMPLYING VRTH WE FSC REQUIREMENTS FOR
WINOBORNE DEBRIS REGIONS IS MANDATORY FOR THE
SPACINGS SHOM
2. MC THE MINIMUMINUMBER OF ANANCHORS AT CHORS AND MAXIMUM
6. INSTALLATION ANCHORS SHALL BE INSTALLED IN
PRESSURES) STATED HEREIN.
PRODUOTHEREIN.
SPACINGS TO BE USED FOR PRODUCT INSTMITION,
ACCORDANCE WITN ANCHOR MANUFACTURERS
INSTALIARONINSTRUCFIONSANDANCHORSSHALL
Ie.THEPRODUCTDFTAILSCDWMEOHEREINAMSE0
UPON SIGNEOAND SEALED TEST REPORT DALLAS
6.FRAME MATERIAL: MUMINM ALLOY 606}TS
DOOR PANELMATERIAL:.SSMLVINYLLAMINATEO
I. SHIM AS REQUIRED ATEACH INSTAWTIONANCHOR
LOAD BEARING ALLOWABLE
HIIMUM
NOT BE USED N SUBSTRATESYATH STRENGTHS LESS
EMINIMUM SPECIFIEDNGTH IN THE
LABORATORIES, INC. M42T0 AND gSSOCU\TED
GpLVAN TFn STEEL.Dtfi'SIBN W/URETHANE FOAM CORE.
SMSIM OF IINNCH,SHM MERE SPACE OF BIINCH
N
'ANCHOR SCHEDULE' THIS SHEET.
1A80RATORY STANO+ED CRAW WG9.
7. DESIGNATIONS'X' STAND FOR WE FOLLOWING:
OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED
OF HIGH DENSITY PLASTIC OR BETTER.
T, INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
2. ADEQUACY OF WE EXISTING STRUCTURAL 2X FRAMING
X: OPERABLE PANEL
MUST BE MADE OF CORROSION RESISTANT MATERIAL
00.5TEELFRAMIN0 A9AMNN WIND FORCE ASSISTING
0: FIXED PANEL
1 ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR
OR HAVEA CORROSION RESISTANT COATING.
SYSTEM CAPABLE OF WITNSTANDINO AMID
8. HARDWARE: 1LGA MINIMUM STEEL FRAMING SHALL BE AS SHOWN IN
TRANSFERRING APPLIED PRODUCT LOADS TO THE
FOUNDATION IS WE RESPONSIBILITY OF THE ENGINEER
A HALFHINGES:(4)E081TBEXTRUDEOALUMINUM •ANCHGRSCHEOULE'THIG SHEET.
ORARCHITECTOFRECORD.
B. LATOHLOCK:KEYEO
C. DEAD BOLT: SINGLE CYLINDER
3. MAND 2XSUCKS (MEN USED) SHALL BE OESIGNEOAND
ANCHOREDTOMOPERLYTPANSFERALL.LOAOSTOTHE
9.6EESHEETIFORDESIGNPRESSURECHART.
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBIUTY OF THE ENGINEER OR ARCHITECT OF
RECORD.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS
FORA SPECIFIC SITE IF SITE CONDITIONS CMJSE
INSTALLATION TO DEVIATE FROM THE REQUIREMENTS
DETAILED HEREIN , A LICENSED ENGINEER OR ARCHITECT
SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE
WITH THIS DOCUMENT.
DESIGN PRESSURE RATNO (PST)
IMPACT RATIND
WHEREWATERINFILTRABON
REQUIREMENTIS NEEDED
MEREWATERINFILTRATION
REQUIREMENT IS NOT NEEDED
NONE
••
M0.0/454
"UNIT MUST BE INSTALLED BENEATH AN APPROVED OVERHAND
TABLE OF CONTENT
SHEET
DESCRIPTION
I
GENERAL AND INSTALLATION NOTES
2
ELEVATION, ANCHORING LAYOUT
3
VERTICAL CROSS SECTIONS
4
HORIZONTAL CROSS SECTIONS
ANCHORSCHEDULE
DOOR ptAME
MANUFHCTUREll
EMBEDMENT
F
DISTANCE
ANCHORCAPAWTIES
SUBSTRATE
TYPE
TYPE
SIZE
ANDIOR
to
(IRA
BASSOON
SPECWCATION
IEALBIB
SHEET
MN.3
IETAUSTEEL
ASMEBI8.6.4
THREADS
MN.33 KSI YIELD
TUBNG14GA
FIN(LBAR)
PAN HEAD
NO.8
RAPPING SCREW)
PASTINSIDE
3/8'
STRNEGTH
MN
SURFACE OF
THICKNESS
SUBSTRATE
(WOOD
WOODWTHANNINLIM
2%WOOD
FIN(Z•BAR)
PAN HEAD
N0.8
OR
1'
12'
YOF
SPECIFlCYOF
FRAMNG
ASNE BiB.e.d
0.42.VIT
.42.
(TAPPING SORE
NOTES
1) FOR WOODOIi TARING SOIEW3IFBMilVO BA CONCERN. CRLL O.OBY FLOP H]LE(ORLL 6I2E46).
2J ®CiEDSTANCEMFASURED FROM ERIDtSDEOFANOlORTOEDGEOFSUSSIRATE
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1W MAX.
O.C. (TYP.)
3' MAX. (TYP. —I Imo— � � 3' MAX. (TYP.)
4•MA%. (TYPJJIN m
LOCK ASSEMBLY (REGULAR DRIVE-IN)O.C. TAP.
IS LOCATED APPROX. 38' ABOVE )
BOTTOM OF DOOR LEAF AND THE DEAD O
BOLT ASSEMBLY APPROX. 42'ABOVE X —f
BOTTOM OF DOOR LEAF, SEE STRIKE O 1
4'MAX.
I�__
HALF HINGES ON
NO X 3/4° SCREWS SILL ANCHOR SPACING
gyp.) SAME AS HEAD SPACING
ANCHOR LAYOUT
EXTERTOR VIEW
ELEVATION
EX IOR VIEW
NO x 21f2' WOOD
SCREW
NB x 112'
SCREWS
I 1
ENTRY DOOR
STRIKE DETAIL
uoourunnnuartRnrz
NO TAPPING SCREW.
SCREWMUSTBEOF
SUFFICIENT LENGTH TO
PENETRATE(3)THREADS
MINIMUM BEYOND STEEL
TUBE.
ENTRY DOOR
STRIKE DF,T41L
xn:ra.Tuoron xunsranr.
ANCHORING NOTES:
1. MINIMUM NUMBER OF ANCHORS IN JAMES 1313.
ANCHOR SPACING VARIES, BUT NOT TO EXCEED
IT MAXIMUM O.C.
2. MINIMUM NUMBER OF ANCHORS IN HEAD AND SILL
13 7. ANCHOR SPACING VARIES, BUT NOT TO
EXCEED 10' MAXIMUM O.C.
S'
0
a
0 2
O
FL
09:80A4 dM'88'
i' MIN. EMBEOM
2X WOOD FRAN
(BY OTHER
SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN
EXTERIOR
EXTERIOR
INTERIOR
B VERTICAL SECTION
woo. FRAn a sues'rRnTE
INTERIOR
MAX SHIM
SEALANT TAPE TO BACK
SIDE OF MOUNTING A U2' MIN.
EDGE OIS
2X WOOD FRAME
((BY OTHERS)
1' MIN. EMBEDMENT--� ry8 WOOD SCREW
INSTALLATIONANC
A VERTICAL SECTION_
WOOD FRAMBS B'WK]b
THREE(3)THREAD
MIN. PENETRATION
'SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN
TAPPING SCREW
STALLATION ANCHOR
3/B' MIN.
EDGE DIST.
�14 GA. MIN. SQUARE
STEEL TUBING (BY
OTHERS)
EXTERIOR a INTERIOR
VERTICAL SECTION
D STEEL'..",., DSIRATE
EXTERIOR INTERIOR
14 GA MIN. SQUARE
STEEL TUBING (BY
OTHERS)
SEALANT TAPE TO BACK oauc mm.
SIDE OF MOUNTING FIN
88 TAPPING SCREW
THREE(3)THREAD INSTALLATION ANCHOR
MIN. PENETRATION
C VERTICAL SECTION
Sl'HELTUBINO SUBSTAATB
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FL P.E. No. 40752
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112• MIN. EDGE DIST.
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WOOD
2XWOODFRAME
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(BY OTHERS)
6'
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NB WOOD SCREW
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INTERIOR INTERIOR INSTALLATION ANCHOR
INSTALLATION ANCHOR
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3/B'MIN. EDGE GIST. I.._. STEEL TUBING (BY STEEL TUB ING (aY J 3/g•MIN. EDGE QIST. i
OTHERS) OTHERS)
INTERIOR INTERIOR
q6 TAPPING SCREW
48 TAPPING SCREW NX3M•SMS INSTALLATION ANCHOR
INSTALLATION ANCHOR
�., y..•� , I�IY it •�„ THREE(3)THRF 13
THREE (31 THREAD r MIN. PENETRATION
MIN. PENETRATION
Robed J. Amovao, P.E.
SEALANT TAPE TO BACK EXTERIOR EXTERIOR FL P.E. No. 48762
SIDE OF MOUNTING FIN
SE ALANT TAPE T00ACK MN
SIDE OF MOUNTING FIN
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HORIZONTAL SECTION
HORIZONTAL SECTION H sTaaL BINO6UB3TRAT DIBIItlI9a9ned6yRobeM1l,
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EVALUATION
UNION CORRUGATING COMPANY
'26 GA. MASTERRIB PANEL'
OVER STEEL SUPPORTS
FLORIDA BUILDING CODE 5Tu EDITION (2014)
FLORIDA PRODUCT APPROVAL
FL 9555.2-R3
STRUCTURAL COMPONENTS
ROOF DECK
Prepared For:
Union Corrugating Company
P. O. Box 229
SCANNED
By
Fayetteville, NC 28302
St Lowe
Telephone: ( 9 0) 48 0479
Coin ty
Fax: (910) 483-8897
Prepared By:
Bala Sockalingam, Ph.D., P.E.
Florida Professional Engineer #62240
1216 N Lansing Ave., Suite C
Tulsa, OK 74106
Telephone: (918) 492-5992
FAX: (866) 366-1543
This report consists of
Evaluation Report (2 Pages including cover)
Installation Details (1 Page)
•fit i
.�G 1 y
�W=
ILE (o Oe No. 1999-4
Date:3.20.2015 g4P
A
3 .2G. 2G t 1'
FL 9555.2-R3
C1999-4
3.20.2015
Page 2 of 2
Manufacturer: Union Corrugating Company
Product Name: MasterRib Panel
Panel Description: 36" wide coverage with 3/4" high ribs at 9" o.c.
Materials: Minimum 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653).
or Galvalume coated steel (ASTM A792) or painted steel (ASTM
A755).
Support Description: Min 16 ga., 50 ksi steel. (Must be designed by others)
Slope: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2
Design Uplift Pressure: 47.2 psf @ maximum support spacing of 60" o.c.
(Factor of Safety = 2)
Support Attachment: #12-14 x 1" long self drilling screws with washers
At end supports @ 3.5"-5.5"-3.5" o.c. across panel width
At intermediate supports @ 9" o.c. across panel width.
Sidelap Attachment: • '/<"-14 k 7/8" long SDS with washer @ 30" o.c.
Test Standards: Roof assembly tested in accordance with ASTM E1592-01 `Test
Method for Structural Performance of Sheet Metal Roof and Siding
Systems by Uniform Static Air Pressure Difference' and FM 4470
Section 5.5 `Resistance to Foot Traffic'.
Code Compliance: The product described herein has demonstrated compliance with FBC
2014 Section 1507.4.
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress
design. The maximum support spacing listed herein shall not be
exceeded. The design uplift pressure for reduced support spacing may
be computed using rational analysis prepared by a Florida Professional
Engineer or based on Union Corrugating load span table. This product
is not approved for use in the High Velocity Hurricane Zone. Fire
classification is not within scope of this Evaluation Report. Refer to
FBC 2014 Section 1505 and current approved roofing materials
directory for fire ratings of this product.
Supporting Documents: ASTM E1592 Test Reports
Farabaugh Engineering and Testing Inc
Project No. T163-06, Reporting Date 6/7/06
FM 4470 Test Report
ENCON Technology Inc
C 1583-2, Reporting Date 7/24/08
PANEL FASTENER
® 9" O.C.
SEE PANEL SIDELAP
DETAIL
INTERIOR
SUPPORTS
r---9" O.C.
-A.�
MASTERRIB
PANEL' ..-.
MIN 16 GA. STEEL
(DESIGNED BY OTHERS).
PANEL FASTENER
3.5"-5.S"-3.5" O.C.
9 O.C. MASTERRIB
END SUPPORTS A, �� r \ PANEL l
MIN 16 GA. STEEL -
(DESIGNED BY OTHERS)
MASTERRIB
PANEL
MIN 16 GA. STEEL -
(DESIGNED BY OTHERS)
TYPICAL PANEL INSTALLATION X-SECTION
PANEL FASTENER.
® 9" O.C.
SIDELAP FASTENER MASTERRIB
i/4"-14 SDS WITH PANEL
WASHER ®30" O.C. PANEL FASTENER
12-14 z 1" LONG
DS WITH WASHER ,
MIN 16 GA. STEEL
(DESIGNED BY OTHERS)
PANEL SIDELAP
SIDELAP FASTENER
® 30" O.C.
MAX 60" O.C.
(SEE LOAD SPAN TABLE FOR
ALLOWABLE LOADS AND SPANS)
SECTION VIEW
SIDELAP FASTENER
a 30" O.C.
SIDELAP FASTENER
® 30" O.C.
PANEL FASTENER
3.5"-5.5"-3.5" O.C.
GENERAL NOTES:
1. ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA
BUILDING CODE (FBC).
2. ROOF PANELS SHALL BE 26 GA. (t = 0.017"). EFFECTIVE COVERING WIDTH
OF PANEL = 36".
3. ROOF PANELS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON THIS
DRAWING.
4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT.
THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN
WIND LOADS ARE GREATER THAN THE ALLOWABLE DESIGN LOADS.
5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA
BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL.
6. SUPPORTS MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF .OTHERS.
7. PANELS MAY SPAN BETWEEN EAVE TO RIDGE SUPPORTS OR RAKE TO RAKE
SUPPORTS.
y