HomeMy WebLinkAboutPRODUCT APPROVALS7/3012019 Florida Building Code Online
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SCANNED
BY
Pmduct Aopmval menu>PmduR or AnpJlcatlon saarN>Ppplication lkt>AppllcaUan ae[all St. Lucie county
FL K FL17499-RS
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 MI Windows and Doors
Address/Phone/Emall 650 West Market Street
Gratz, PA 17030
(717) 365-3300 Ext 2560
bsitlinger@mlwd.com
Authorized Signature Brent Sltlinger
bsltlinger@miwd.com REVIEWED FOR
Technical Representative CODE COMPLIANCE
Address/Phone/Emall ST. LUCIE COUNTY
Quality Assurance Representative ®C
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Usting
Certification Agency American Architectural Manufacturers Association
Validated By Steven M. Urich, PE
✓ Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) Standard Year
AAMA 506 2011
AAMA/WDMA/CSA 101/I.S.2/A440 2008
AAMA/WDMA/CSA 101/I.S.2/A440 2011
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 03/18/2019
Date Validated 03/18/2019
Date Pending FBC Approval
httpsJMAvw.0oddabuilding.orglprlpr app dtl.aspx7pamm=WGEVXQwtDgtCUGgvjQiz6BPhSOG%2f3B6zXgygPRVBLoVnTSbZoYnLfQ%3d%3d 114
7/3012019
Florida Building Code Online
Date Approved 03/27/2019
Summary of Products
• FL 7<
Hodelr Number or Name
Description
6x84 FV T in/Flange'fFramme I1mp' acts 5irtgTeung
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FU7499 R5 C CAC APC (13278) 1 5 0 723 ,pdf
Approved for use outside HVHZ Yes
FL17499 RS C CAC APC (13279) I85 SH (10 7 3),odf
Impact Resistant: Yes
FI-17499 R5 C CAC APC ( 31 2Bo1 IBS SH f1017231,pdf
Design Pressure: +55/-55
EL17499 R5 C CAC APC (13292) 185 SH (101723),9ff
Other: R-PG55•, Missile Level D, Wind Zone 3. Glass to be
bedded in Pecora 896 sealant.
Quality Assurance Contract Expiration Date
10/17/2023
Installation Instructions
FL17499 R5 II 08-02545B.1adf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 RS AE 513321E-3,pdf
Created by Independent Third Party: Yes
17499.2
185 SH
5202 Fin/Flange Frame IG/SG Single Hung Laminated Glass
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL37499 R5 C CAC APC (13269)jA5 SH 0082 ,pdf
Approved for use outside HVHZ: Yes
FL17499 R5 C CAC APC (31 270) 185 SH f100123),pd
Impact Resistant: No
FL17499 R5 C CAC APC (=) 185 SH (0I_0823),pQf
Design Pressure: +60/-60
FL17499 R5 C CAC APC (133631 IBS SH (100823),pdf
Other: R-PG60
Quality Assurance Contract Expiration Date
10/08/2023
Installation Instructions
FL17499 R5 U 08-02549E odf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 RS AE 513327E-4.pd
Created by Independent Third Party: Yes
17499.3
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 (13272) 185 S 1017231,pdf
Approved for use outside HVHZ: Yes
FL17499 R5 C CAC APC ( 3273) 185 SH f 101723jIgf
Impact Resistant: No
FL17499 RS C CAC APC (13274) 185 SH f191723),W
Design Pressure: +60/-60
PL17499 RS C CAC APC f13363) I85 5H (101723),pA(
Other: R-PG60'
Quality Assurance Contract Expiration Date
10/17/2023
Installation Instructions
FL17499 RS II 08.02550B.pdf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 RS AE 513328E-5,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
0 185 SH
,(042522),pd[
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 08-0316Lpdf
Verified By: Luis R Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 RS AE 514082.pdf
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
Approved for use outside HVHZ: Yes
M061 3 d(
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +60/-70
06/14/2023
Other: R-PG60
Installation Instructions
FL17499 RS II 08-03383,odf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
https:(/www.flo6dabuilding.org/prlpr app dtl.aspx7pamm=wGEVXQwtDgtCUGg Qiz6BPhSOG%2f386z)(gygPRVBLovnTSbZoYnLK]%3d°/,3d 2/4
7/3012019
Florida Building Cade Online
FL17499 RS AE 514377.odf
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 RS C CAC APC(1781217711.08-106-12-RO 195
Approved for use outside HVHZ: Yes
511 723 ,pdf
Impact Resistant: Yes
Quality Assurance Contract Expiration Date
Design Pressure: +50/-63
07/27/2023
Other: R-PG50
Installation Instructions
FL37499 R5 It 0"3379 pdf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R5 AE 514373.odf
Created by Independent Third Party: Yes
17499.7
185 SH
52x62 Fin, Flange, and Finless Frame, Insulating Lami Glass
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17499 RS C CAC APC(17813)1711.04-106-12-RO 185
Approved for use outside HVHZ: Yes
AU(0727231.odf
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +50/-63
07/27/2023
Other: R-PG50
Installation Instructions
FL17499 R5 11 06-03381,p4f
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R5 AE 514375.odf
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
SH 0727231 Ddf
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 RS II 08-03380.DdF
Verified By: Luis R. Lamas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 RS AE 514374.Ddf
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 R5 C CAC APC (13275)_1§5 SH 0082 ,pdf
Approved for use outside HVHZ: Yes
FL17499 RS C CAC APC (13276) 185 SH 00823 ,pdf
Impact Resistant: Yes
FL17499 RS C CAC APC (13277) 185 SH 100823),pdf
Design Pressure: +55/-55
FL17499 RS C CAC APC 4132911 18 O1 08231,RQ
Other: R-PG55, Missile Level D, Wind Zane 3. Glass to be
Quality Assurance Contract Expiration Date
bedded in Pecos 896 sealant.
10/08/2023
Installation Instructions
FL17499 R5 tI 08-02544B-1.p_d(
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 RS AE 513320E-I.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) 81 5 SH ( Ol 0923),pdf
Approved for use outside HVHZ: Yes
FL17499 RS C CAC APC (13264) 185 SH (100923),pdf
FL17499 R5 C CAC APC (13265) 8 SH Ol 09231,pdf
Impact Resistant: No
Design Pressure: +60/-60
FL17499 R5 C CAC APC (13362) 185 SH (00 23),pdf
Other: R-PG60
Quality Assurance Contract Expiration Date
10/09/2023
Installation Instructions
F.17499 RS IT 08-02546B-2 pdf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL37499 RS AE 5133228-2.Ddf
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
- httpsJ/Www.Boridabuilding.orgfpr/pr opp_dtl.aspx?pamm-, GEVXQwtDgtCUGgvjQiz6BPhSOG%2f386zXgygPRVBLovnTSbZoYnLfQ%3d%3d 3l4
7/30=19 .
Florida Building Code Online
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17499 RS C CAC APC (13341) 185 SH TPL (110423 ,pdj
Approved for use outside HVHZ: Yes
FL17499 RS C CAC APC (13343)-j85 SH TPL ( 7 7 )Aiff
Impact Resistant: No
FL17499 RS C CAC APC f 13346) 185 SH TPL (0 0 apdf
Design Pressure: +501-50
FL17499 RS C CAC APC (13348) 185 SH TPL f 02 aPPf
Other. R-PG50*
Quality Assurance Contract Expiration Date
10/20/2023
Installation Instructions
FL17499 RS If 08-025488.Dd_f
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 RS AE 5133246-6 Ddf
Created by Independent Third Party: Yes
17499.12
1851WIn 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 (3 0) 185 SH TIN (102123)apdj
Approved for use outside HVHZ: Yes
FL17499 RS C CAC APC (13342) 185 SH TWN /1104231,pdf
Impact Resistant: No
FL17499 RS C CAC APC (13347) 185 5H TWN (102023 aPA
Design Pressure: +45/-45
FL17499 RS C CAC APC (13349) 185 SH TWN (10 23 ,pdf
Other: R-PG45
Quality Assurance Contract Expiration Date
10/20/2023
Installation Instructions
FL17499 RS IT 08.02547B-7.Ddf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 RS AE 5133236-7.Ddj
Created by Independent Third Party: Yes
Contact Us :: 7601 Blair Stone Road. Tallahassee R 32399 Phone; 850-087-1824
The State of Flodtla Is an Aq/EEO employee 9spydght 2007-2013 State of Fl4dda. :: PNra Statement;: Aossslbl@v Statement:: Refund statement
under Florida law, email addresses arc public moords. If you do not want your e-mall address released In response W a pubic -records request, do not send electronic
all to this entity. Instead, sontavt the once by phone or by traditional mall. If you have any questions, please contact 850.487.1385.'PUlsuant to Section 455.275(1),
lodda Solutes, enesthm October 1, 2011, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If May have one. The malls
provided may be used for omtlal mmmuNcauan with the licensee. However email addresses are public mead. If you do not wish to supply a personal address, plawa
)mvide me Department with an email address which son be made available to the pusR, To damrmine If you arc o neon.. under Uapter 455, KS, Plaaso dirk here
ProductApproval Accepts:
Credit Card
Safe
- https://wwwfloridabuilding.org/pripr_app dll.aspx7pamm=wGEVXQwtDgtCUGgvjQiz6BPhSOG%2f386zXgygPRVBLovnTSbZoYnLfa%3d%3d 414
NOTES:
1. THE PRODUCT SHOWN HEREIN 15 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 PUBLSHED
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO
MASONRY. CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4
9. SHIMS SHALL BE LOCATED. APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WINO LOAD DURATION FACTOR CH=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 11 FOR CLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT RFOUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FIN 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.
PEV OESINP110N MI6 N'PR
A REVISED ANCHOR SPACWG k CHARTS 07/T I/I6 R.L
1 B 1 REVISED CLASS 1 10102/17 17R.L
15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE 010 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. 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.
18. ALL FASTENERS TO BE CORROSION RESISTANT.
19. 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
SIGNED: 1211'412017
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 84"— LMI
TABLE OF CONTENTS NOTES
DESCRIPTION oMnx: oaR xe.
N.G. 08-02545
4 — 10 1 INSTALLATION DETAILS 1 Axvncxaacomuv.c. I Luis R. Lomas P.E.
1412W0DOFGPD RG M:WISNNF. NO2MT0 FL No.: 62514
rnvonucuic 124666-0609 fflss @trlamvs .
0
3
B
M
FR
HEI
36" MA%
FRAME WIDTH
16, I
2" MAX r O.C. I I 2.. MAX
_-
16"
MAX
O.C.
J_
O
0'
ME
'HT
4
I
16SALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW
FLAME &NNLESS INSTALLATION
SEECHARTif FOR SMALLER UNITS REOUIREDANCHORS
36" MAX
FRAME WIDTH
16"
2" MAX MAX --I ^{ 2" MAX
O.C.
2
T—d§
16" J/
nit O /
O.C.
J_
84'
AIAX
FRAME
HEIGHT
4
185 ALUMINUM SINGLE HUNG WINDOW
DESIGNER EXTERIOR VIEW
FLANGE FINLESS INSTALLATION
SEE CHART/1 FORSMALLER UNITSREOUIREDANCHO
DESIGN PRESSURERATING
IMPACTRARNG
t55OPSF
LARGE
MISSILEIMPACT
NOTES:
T. MAXIMUM SASH SIZE: 34 1/2" X 36".
2. MAXIMUM SASH D.LO.: 31 1/2" X 32 1/2"
3. MAXIMUM FIXED D.L.O.: 33 1/8" X 45"
MISSILE LEVEL 0, WIND ZONE
asHswns
o[staoman wlE MP0.0vE0
RMSED ANCHOR SPACING & CAMTS 0)/11/I6 q.L
RMSEO GLASS 10/02/17 1a11.
CHART#1 FLANGES, FINLESS INSTALLATION
Number of on0or loba6ons mpuimd
Frama
Fmmb WIOM in
Haight
16.00
24.00
1 30.00
3&00
0.1
Head
I Jamb
Herd
Jamb
I Mead
Jamb
Head
Jamb
2400
2
3
3
3
3
3
3
3
30.00
2
3
3
3
3
3
3
3
36.00
2
3
3
3
3
3
3
3
4209
2
4
3
4
3
4
3
4
4&00
2
4
3
4
3
4
3
4
54.00
2
5
3
5
3
5
3
5
60.00
2
5
3
5
3
5
3
5
66.00
2
5
3
5
3
5
3
5
7200
2
6
3
6
3
6
3
6
78.00
2
6
3
6
3
6
3
6
U..00
2
6,
3
6
3
6
3
6
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 185 ALUMINUM .SINGLE HUNG WINDOW
36" X 84"— LMI
FLANGE AND FINLESS ELEVATIONS
oac w.
OB-02545
'NTS Oe1612/09/2014 -N-? OF 11
SIGNED; 12114/2017
Luis R. Lomos P.E.
FL NO.: 62514
36" MA%
FRAME WIDTH
36" MAX
FRAME WIDTH
PM40N5
nLv nLs as a•rt wrnCWn
70'
10"
A RENSEO ANCHOR SPACING & CHARTS 0)/11/I6 R.L.
2" MAX --
MAX ^{
2" MAX 2" MAX
MAX
2" MAX B REMSED CUSS 10/02/17 R.l.
O.C.
2
/
/
{
LAX
L
10Max
0 C.
O
t°" MA%
O.C.
CHART #2 FIN INSTALLATION
T-
MAXX
HSI HT
HEIGHT
T-
MAX
MMA%
FRAME
HEIGHT
j/
M
/
Numbor of anchor locations npuhad
FMmo Fl6m0 Width In
Haight 16.00 2400 30.00 36.00
In H65 Jamb H65 Jamb H & S Jamb H & S Jamb
2400 3 3 3 3 4 3 6 3
3MOO 3 4 3 4 4 4 5 4
30.00 3 5 3 5 4 6 5 5
48.00 3 6 3 5 4 6 5 5
4
4
46.00 3 fi 3 6 4 6 5 6
64.00 3 3 4 6 5 6
X
60.00 3 7 7 3 4 7 5
a 6800 3 6 3 8 4 6 5 6
7.00 3 6 3 6 4 6 5 6
78.00 3 9 3 9 4 9 5 9
BA00 3 9 3 9 4 9 5 9
185ALUMINUM
SINGLE HUNG
WINDOW 18SALUMINUM
SINGLE HUNG
WINDOW
EXTERIOR VIEW
DESIGNER EXTERIOR VIEW
FININSTALLAPON
FININSTALLAPON
SEE CNARTl2
FOR SMALLER UNITS REQUIRED
ANCHORS SEE CHART02
FOR SMALLER UNHS REQUIRED
ANCHORS
DESIGNPRESSUREMTING
IMPACTMPNG
t55.OPSF
LARGE
MISSILEIMPACT
MISSILE LEVEL D, WINO ZONE 3
INOTES:
I. MAXIMUM SASH SIZE: 34 1/2" X 36".
2. MAXIMUM SASH D.L.O.: 31 1/2" X 32 1/2"
3. MAXIMUM FIXED D.L.O.: 33 1/8" X 45"
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 84"— LMI
FIN ELEVATIONS
N.G. 08-02545
SIGNED. 1211412017 1
Luis R. Lom03 P.E.
FL No.: 62514
I/2- MIN
EDGE DISTANCE
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1 1/4' MIN.
I EMBEDMENT
BACKER ROD 1/4. MAX.
& APPROVED
SEALANT SHIM SPACE
1
10 WOOD SCREW
INTERIOR
TE EXRIOR
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
1/A- LIM.
SHIM SPACE
VERTICAL CROSS SECTION
WOOD FRAMING OR2XBUCKINSTA TION
NOTES
1.INIERIORM11 EATERIORRAPISHES, BYOIHERS.
NOTSHOWN FOR CLARITY.
2 PERIMEIERANO JOIMTSEAIANT BY07HERS TO BE
DESIGNED INACCORDANCE MIN ASIM E2112
RfNS1Wi5
DesanPnm WR: .PaaartD
REVISED ANCHOR SPACING & CHARTS 1 07/11/10 R.L
REVISED GLASS 1 10/02117 RL
1 1/4' MIN. _j [1/4" MAX.
EMBEDMENT SHIM SPACE
1/2 INTERIOR
MIN
EDGE
DISTANCE
- lI IDm
alo WOOD
SCREW
WOOD FRAMING
OR 2X BUCK BACKER ROD
BY OTHERS & APPROVED EXTERIOR
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X SUCKOVSTALLA77ON
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 84LMI
FLANGE INSTALLATION DETAILS
oMMN: DWG 40,
N.G. 08-02545
— NTS ogre 12/09/2016 "-A OF 11
SIGNED: 12/1 M2017
Luis R, lamas P.E.
FL No.: 62514
—T /2- MIN
EDGE DISTANCE
METAL
STRUCTURE
BY OTHERS 13 1/4' PACE
SHIM SPACE
�
APPROVED
SEALANT W
rcsrnanon ws MPATRD
REVISED ANCHOR SPACING k CHMM 07/11/16 1 R.L.
REVISED GLASS 10/02/17 IR.L.
1/4' MAX.
III
SHIM SPACE
II
#10 SMS OR
SELF DRILLING
#10 SMS OR
SELF DRILLING
INTERIOR
SCREW
SCREWS
INTERIOR
12
MIN.
EOGE
DISTANCE
EXTERIOR
EXTERIOR
METAL
STRUCTURE
BY OTHERS
BACKER ROD
@ APPROVED
SEALANT
\
II III
JAMB INSTALLATION DETAIL
ME AL STRUCTLREINSTAUATTON
BACKER ROD
h APPROVED
SEALANT
NET/
STRUCTUF
BY OTHEF
SILL TO BE SET
N A BED OF
OPPROVED
TRUCTURAL
SEALANT
1/4' MAX.
SHIM SPACE
VERTICAL CROSS SECTION
MEEAL STRUCTURE INSTALIAT(ON
NOTES:
I. IMERIORAND EXTERIOR FINISHES, BYOTHERS
NOTSNOWNFOROLIIRR ..
2 PERIMETERANDJOINTSEALANTBYOTHERS TO BE
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 165 ALUMINUM SINGLE HUNG WINDOW
36" X 84"— LMI
FLANGE INSTALLATION DETAILS
r. we xo.
08-02545
'NTS — 12/09/2014 --S OF 11
L RDBERTOIOIUSP.E
II911490DPoR0 RO IE WISVLLL� ACYNa
1.91d9Dd609 rpane5®YYmmpmn
SIGNED: 12/T4/2017
Lutz R. Lomas P.E.
FL No.: 62514
CONCRETE/MASONRY
BY OTHERS '• e .
OPTIONAL IX BUCK '
SEE NOTES 3 — 7
SHEET 1
BACKER ROD
k APPROVED
SEALANT
2 1/2" MIN.
EDCE DISTANCE
1 1/4" MIN.
' • a EMBEDMENT
1/4" MAX.
SHIM SPACE
3/16' TAPCON
INTERIOR
EXTERIOR
BACKER ROD
SILL TO BE SET
@ APPROVED
IN A BED OF
SEALANT
APPROVED
STRUCTURAL
OPTIONAL IX BUCK
SEALANT
SEE NOTE 3 — 7
SHEET 1
1/4" MAX.
_ SHIM SPACE
CONCRETE/MASONRY
BY OTHERS
1 1/4' MIN.
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS T-
3/I6" TAPCON �• '�..^a'
gxsmx5
msournon wTE wvNorcn
REVISED ANCHOR 5PAVNG h CHARTS 07/11/16 R.L.
REVISED GLASS 10/02/17 %L
1/4" MAX.
SHIM SPACE
INTERIOR
2 1/2"
MIN.
EDGE
DISTANCE
L_ EXTERIOR
BACKER ROD
@ APPROVED
OPTIONAL IX BUCK SEALANT
SEE NOTES 3 — 7
SHEET I JAMB INSTALLATION DETAIL
CONCRETE ASONRYINSYA 7/0N
NOTES
L INTERICRANDE RIORMISHW. BYOTHERS,
NOTSHOWMFORCIARW..
2PERIMETERANDJOW SEALANTBYOTHERSTOBE
DESIGNED W ACCORDANCEMMASTM0112
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 84"— LMI
FLANGE INSTALLATION DETAILS
ZWN: we No.
N.C. 08-02545
SIGNED: 1211402017 1
Luis R. Lomas P.E.
FL No.: 62514
1/2- MIN
EDGE DISTANCE
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD 1 4 MAX.
k APPROVED HIM SPACE
SEALANT
910 WOOD SCREW
INTERIOR
EXTERIOR
BACKER ROD
APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
;ILL TO BE SET
N A BED OF
IPPROVEO
,TRUCTURAL
3EAIANT
1/4" MAX.
SHIM SPACE
VERTICAL CROSS SECTION
W000FRAMINGORP BUCK/NS7ALL4710N
N01ES
I. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOTSHOMMRCLAR17Y
2 PERNEDIN ANORDANC EAIAATBYOT2112 BE
OESIONEDW ACCOAOANCEWLMASRAE2112
1 1/4" MIN.
EMBEDMENT
1
1/2-
MIN
EDGE
DISTANCE
#10 WDo�
SCREW /
WOO FRAM
sIMS0.5
a.Ni LWPPR9
RENSEO MCHOR SPACWG h CIWRS 07/11/I6 R.L.
NENSED GLASS ID/01/17 RI.
1/4" MAX.
SHIM SPACE
INTERIOR
FRAMING EXTERIOR
OR 2X BUCK BACKER ROD
BY OTHERS k APPROVED
SEALANT
JAMB INSTALLATION DETAIL
W000 FRAMING OR2X BUCKINS7ALLAITXIN
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 84"— LMI
FINLESS INSTALLATION DETAILS
awvn: o-xc na.
N.G. 06-02545
— NTS lsoID 12/09/2014 �7 OF 11
SIGNED: 1211412017
Luis R. Lomas P.E.
FL No.: 62514
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
' T'' MIN
ISTANCE
1/4' MAX.
SHIM SPACE
ALMTMxS
ocswvnm ms 1prAonG
RMSEO ANCHOR SPACING h CHARTS 07/11/15 R.L.
RMSEO GLtSS 10/02/17 6RI.
1/4" MAX.
SHIMSPACE
910 SMS OR
#10 SMS OR
r
SELF DRILUNG
SELF DRILLING
INTERIOR
SCREW
SCREWS
INTERIOR
T
MIN.
EDGE
DISTANCE
EXTERIOR
METAL
BACKER ROD
STRUCTURE
h APPROVED
BY OTHERS
SEALANT
EXTERIOR
JAMS INSTALLATION DETAIL
METAL SIAUCTUREINSTALLATION
SILL TO BE SET
6
IN A BED OF
APPROVED
STRUCTURAL
BACKER ROD
SEALANT
@ APPROVED
SEA"
1/4' MAX.
SHIM SPACE
SIGNED: 1?A14/P017
BY
VERTICAL CROSS SECT70N
METAL STRUCTUREINSTALLATION
NOTES:
I. IN/ERIORAND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CL`LRl7Y.
2 PEAIMETEBANOJOINTSEALAM'BYOTHERSTO BE
DESIGNED W ACCORDANCE WRNASTME2112
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 84"— LMI
FINLESS INSTALLATION OETAILS
m: Pnc xo.
OB-02545
E NTS YAIE 12/09/2014 —x 'B OF 11
Luis R. LPmos F.E.
FL No.: 62514
2 1/2• MIN.
EDGE DISTANCE
CONCRETE/MASONRY
BY OTHERS •• a "
A
OPTIONAL 1% DUCK 1 1/4- MIN.
SEE NOTES 3 - 7 EMBEDMENT
SHEET I I -T
1/4• MAX.
BACKER ROO SHIM SPACE
& APPROVED
SEALANT
U 111 ` 3/16' TAPCON
INTERIOA
EXTERIOR
1 1/4• MIN,
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS
v
3/16• TAPCON •°
2 1/2'
MIN.
EDGE
DISTANCE
1a��Rsrrs
asoanor an: .vmwm
REVISED ANCHOR SPACING & CHARTS 0T/11/16 R.L
REVISED GUSS 10/02/17 lR.L
OPTIONAL IX BUCK
SEE NOTES 3 - 7
SHEET 1
1/4" MAX.
SHIM SPACE
INTERIOR
L . \ EXTERIOR
` BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
SILL TO BE SET
CONCRETIVUASONRYINSTALLATION
IN A RED OF
BACKER ROD
APPROVED
& APPROVED
STRUCTURAL
SEALANT
SEALANT
NOTES:
I.INTER/ORANO EXTERIORPINISHES, BYOTHERS,
OPTIONAL IX BUCK
I/4" MAX.
NOTSHOWNFORCIARRY.
SEE NOTE 3 - 7
SHIM SPACE
ZPERIMETERANOJOINTSEAIANTBYOTHERSTOBE
SHEET I
DESIGNED INACCOROANCEWRNASTME2112
SIGNED: 1211412017
MI WINDOWS AND DOORS, LLC
CONCRETE/MASONRY
BY OTHERS
a
650 WEST MARKET STREET
`X01L11IIIIII7j77
N• L
•
GRATZ. PA 17030-0370
�� •y�GEN�S7-. p
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SERIES 165 ALUMINUM SINGLE HUNG WINDOW
R�*j�E 61 *_
FINLESS INSTALLATION DETAILS
�yl • TAT OF
MG No.Da—Dzsbs
�o/F`YS
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...•e NTS s^1C 12/09/2014 —9 OF 11
Luis R. Lamas P.E.
FL No.: 62514
RM90N5
1 1/4' MIN. RLY Gcswvno, mrt wwam
APPROVED
I EMBEDMENT A RENSED ANCHOR SPACING h Cw TS 07/11/16 R.L.
BEHIND FIN BY O
FRAMING B RENSED GLASS 10/02/17 RL
1 BY OTHERS
J� 1/4' MAX.
SHIM SPACE
7/16" MIN
EDGE DISTANCE
08 WOOD SCREW W000 FRAMING 1/4' NA%
BY OTHERS
� � SHIM SPACE
@a WOOD
SCREW
EXTERIOR
INTERIOR
7/16' MIN J
EDGE DISTANCE
jB WOOD
SCREW
1 1/4" MIN.
APPROVED
EMBEDMENT
SEALANT
BEHIND FIN
VERTICAL CROSS SECTION
WOOD FRAMINGOR? BUCVINSTAULATION
1 I/4' I/ I INTERIOR
M
EMBEDMENT
APPROVED
SEALANT
BEHIND FIN
7/16' MIN EXTERIOR
EDGE DISTANCE
JAMB INSTALLATION DETAIL
MOD FRAMING ORLYBUCKAISTALLATION
NOTES:
1/4' MAX
LINTERIORANDEXTERIOHFINISHES. BYOTHERS
SHIM SPACE
NOTSHOWNFORCLARUY.
L PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED INACCORDANCEWUHASTM E2112
SIGNED: 1211412017
MI WINDOWS AND DOORS, LLC
T1111r1u//7
650 WEST MARKET STREET
\\\\\?:Y•: �'11AY7/
WOOD
GRATZ• PA 17030-0370
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BY OTHERS
SERIES 185 ALUMINUM SINGLE HUNG WINDOW*•
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36" X 84"— LMI
FIN INSTALLATION DETAILS
NOTATE OF ;�:
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N.G.
08-02545
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Luis R. Lomas P.E.
FL No.: 62514
I--�p 2 3/I5'
T—j 1
3/16'
FLANGE FRAMEHEAD
CM-16501
ALUMINUM 6063-75.050 • THICK
3
ALUMNUM 6067-T5.055•THK.K
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LOCK RAIUSTILE
CM46505
ALUMWUM6 T5.062•TRICK
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7/8
2 31/16'
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FINLESS FRAME SILL
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L
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CM-1B555
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3/8" r
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ALUMW MN0 T5.050•THICK
1 5/16'
FINLESS FRAME HEAD
CM-16553
ALUMINUM 6057-T5.050•THICK
1 3/Bf—
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2 3/16-
1-
FINLESS FRAMEJAMB
CM-18513
ALUMINUM6063-75.0THICK
2 5/Ifi' 1
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3 ]/4'
2 5/16-
FINFRAMESILL FINFRAMEHEAD
CM-16503 CM-1008
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MEETING RAIL
CM-I6 N
ALUMINUM 600-75.0HICK
2 3/8'
2 3/Ifi'
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CM-1fi610
ALUMINW606345.050• THICK
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1/8" ANN.
3/32 MN.
.090 PVB 8Y KURARAY
3/32' ANN.
EXTERIOR
METAL REINFORCED
1/2' SUESILICONE
SETTING BLOCK
BIIITL SPACER
ERIOR
SEALANT
p
GLAZING DETAIL
SIGNED: 12/142017
MI WINDOWS
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" % 84"— LMI
COMPONENTS
08-02545
I NTS Iw" 12/09/21314 1"11 OF 11 1
L Ro66RroLDMv6P.e I Luis R. Lomas P.E.
q K90DRL10 ROlEWL6VILLQ AC3)OH FL No.: 62514
1Hd890.509 Nfm[llbnny,mn
313012018 Florida Building Code Online
aCLSMame U91n U—Reynre9on -" 1 No[Teple � Su6M[Sumbat9e � STan6FaCs i Pubrmnpm 1 faCabH � eQSSae Map � Unls I Sedtdt
d Flaitla
V Product Approval
USER: Pubrc User
M>� iKgr pomvai Mem,> PmddcfAWRR Van Selrtn AVPRMVM U9>ApPUatlan Detall
FL S
Application Type
Code Verslan
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL17996-R1 REVIEWED FOR
Affirmation
20CODE COMPLIANCE
Approved ST. L U C I E/�/�COUNTY
BOCC
Elbdr Door and Metal Company
1215 Pope Drive
Douglas, GA 31533
(912)493-2215
ryarberry@elixirdmcmm
Randall Yarberry
ryarberry@elixirdmecom
PLC Product Design Group
PO Box 520775
Longwood, FL 32752
(321) 690-1708
Info@ptrcorp.mm
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Dstln9
SCANNED
BY
St. Lucie County
American Architectural Manufacturers Assodatlon
American Architectural Manufacturers Assoclatlon
Standard
ASTM E330
Year
2002
1 affirm that there are no changes in the new. Florida Building
Cade which affect my product(s) and my product(s) are In
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity Yes No N/A
FL17996 R1 CDC Affirmation FL17996 418-1208 S5p9ft
https:fAvvnv.floddabuilding.drgfpr/pr_app_dtlaspx4parm GEVXQwtDquTluhTgK2%2bd3R%2b%2bN%2f6QOs9RCloMUY7bfRDgsg3ZdGJXIw%3d%3d
313WO18
I
Florida Building Code Online
Product Approval Method Method 1 Option A
Date Submitted 01/29/2018
Date Validated O1/29/2018
Date Pending FBC Approval
Date Approved 02/04/2016
Summary of Products
Go to Page 0
0 Q Page 1120 0
FL*
Model, Number or Name
Description
17996.1
Series 202-205 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
FL17996 RI C CAC EXR 202-205 Vertical Slider ASfM FM
plusS.Pdf
Approved for use outside HVHZ: Yes
Impact Resistant: No
Quality Assurance Contract Expfration.Date
Design Pressure: +30/-30
1Z/03/ZO1B
Other:
Installation Instructions
FL17996 RI It ELD(0034 Rev A Series 202-205 SS.odf
Verified By: Robert J. Ambruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
EI17996'RI AE PER 1642 Rev3 415.0705 ss odf
Created by Independent Third Party: Yes
17996.2
Series 230 W9 Steel Door
Series 230 W9 Steel O.S. Door w/ Cottage Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17996 RI C CAC EXR 230 W9 Cone a ASTM E330
p u f
Approved for use outside HVHZ: Yes
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +30/-30
1Z103/2018
Other:
Installation Instructions
FL17996 RI 11 EUX0033 Rev A Series 230 W9 SS.od
Verified By: Robert ]. Amomso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
EL17996 RI AE PER 1642 Rev3 415-0705 ss.Rd(
Created by Independent Third Party: Yes
17996.3
Series 402-14
Vinyl Steel Out -Swinging Regular Door - 14"44" Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17996 RI C CAC EXR 402-14 E330 o[ua5.odf
Approved for use outside HV14Z: Yes
Quality Assurance Contract Expiration Date
Impact Resistant. No
09/14/2020
Design Pressure: +40/-40
Installation Instructions
Other:
FL17996 RI IT ELIX0050 REV -A OS MODEL 402-14 ss.odf
Verified By: Robert]. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R1 AE PER 1951 Revla 415-0705 ss.Rdf
Created by Independent Third Party: Yes
17996.4
Series 402-ZOS
Vinyl Steel Out -swinging Regular Door- 20" slider window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
EL17996 RI C CAC E%R 402-205 E330 oW2L2df
Approved for use outside HVHZ: Yes
Impact Resistant: No
Quafity Assurance Contract Expiration Date
09/14/2020
Design pressure: +40/-45
Installation Instructions
Other:
FL17996 R3 It EUX0051 REV -A OS MODEL 402-205 ss odf
Verified By: Robert ]. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1951 Rev1a 415-0705 ss.odf
Created by Independent Third Party: Yes
17996.5
Series 407
Vinyl Steel Out-s inging Regular Door- Blank (no window)
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17996 RI C CAC EXR 407 E330 olus5 odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/14/2020
Design Pressure: +40/-45
Installation Instructions
Other:
FL17996 RI II ELTXOD52 REV -A OS MODEL 407 SS,PdF
Verified By: Robert ]. Amomso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
httpslAvww.fioridabuilding.org/pr/pr app d0.aspx7param-wGEMWtDquTluhTgK2'12bd3R%2VA2bN%2f8(Os9RCIoMU%2b82Dgsg3ZdGjXlw%3d%3d
313012018
Florida Building Code Online
EL17996 R1 AE PER 1991 Revla 415-0705 ss.odF
Created by Independent Third Party: Yes
17996.6
Series 430 W9
Vinyl Steel Out swinging Regular Door - 9-1.1te Window (I'8" x
3'0")
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17996 RI C CAC EXR 430-W9 E330 olus5.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/14/21120
Design Pressure: +33/-40
Installation Instructions
Other:
FL17996 RI It ELIXG353 OS MODEL 430 W9 ss.pdf
Verified By: Robert]. Amoroso, PE FL PE No. 49752
Created by IndependentThlyd Party: Yes
Evaluation Reports
FL17996 RI AE PER 1951 Revla 415-0705 ssodf
Created 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
Certification Agency Certificate
Approved for use In HVHZ-. No
EL17996 RI C CAC EXR 6400 E330 of kMdF
Approved for use outside HVHZ.- Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/16/2019
Design Pressure: +66/-56
Installation Instructions
Other:
FL17996 RI It ELIX0056
STORM DOOR s.odF
Verified By: Roberta. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1954 Rev2 415.0705 ssodf
Created by Independent Third Party: Yes
17996.8
Series 7500 Oval
Series 7500 Non -Impact Inswing Vinyl Laminated Steel Door
w/Adjustable Threshold
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ. No
FL17996 R1 C CAC EXR 7500 Oval 21 adjustable threshold
E330 ofusS.odF
Approved for use outside HVHZ: Yes
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure:+34/-50
09/17/2019
Other:
Installation Instructions
FL17996 RI IT ELD(0055 Rev -A IS MODEL 7500 OVAL 21,
WITH AD3USTABLETHRFESHOLD ssodf
Verified By: Robert J. Amaruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1955 Rev2 415.0705 ssodf
Created by Independent Third Party: Yes
17996.9
Series 7500 Oval
Series 7500 Non -Impact Inswing Vinyl Laminated Steel Door
w/Storm Door and PVC lambs
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Na
Quality Assurance Contract Expiration Date
Approved for use outside HVHZ: Yes
Impact Resistant: No
09/16/2019
Design Pressure: +501-50
Installation Instructions
Other:
OVAL WITH STORM DOOR ss.gd
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R3 AE PER 1955 Rev2 415-0705 ss.odf
Created by Independent Third Parry: Yes
17996.10
Series 8400 W9 Cottage
Series 8400-W9 Nan -Impact Oval Inswing Vinyl Laminated
Steel Door w/Storm Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
Approved for.use outside HVHZ: Yes
FL17990 Ri C CAC EXR 9400 E330 p1os5.odf
Quality Assurance Contract Expiration Date
Impact Resistant[ No
09/16/2019
Design Pressure: +50/-50
Installation Instructions
Other:
FL17996 R] II ELiX0057 Rev -A IS MODEL 8400-W9 OVAL
WITH STORM DOOR ss.odF
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent'rhird Party: Yes
Evaluation Reports
FL17996 RI AE PER 1954 Rev2 419.0705 ssodf
Created by Independent Third Parry: Yes
hitpsJt wl.floddabuliding.orglpdpr app rig.aspXfpamm= GEVXOwIDquTluhTgK2%2bd3R`yo2b%2bN%2f8lOs9RCIaMU%2bfRDgsg3ZdGjXiw%3d%3d
3/30/2018
Florida Building Code Online
17995.11
Series 9000
Series 9000 Non -Impact Inswing Vinyl Laminated Steel Door
w/Storm Daor
Limits of Use
Approved for use In HVHZ: No
Certification Agency Certificate
FL17996 R3 C CAC EXR 9000 50 E330 olus5,pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/16/2019
Design Pressure: +501-50
Installation Instructions
Other:
FL17996 RX It ELIX0058 Rev LAN DOOR W
STORM DOOR ss.ndF
Verified By: Robert J. Ammuso, PE FL PE No. 49752
Created by Independent Third Parry: Yes
Evaluation Reports
FL17996 R1 AE PER 1954 Rev2 415-0705 ss.odf
Created by Independent Third Party: Yes
17996.12
Sedes 9400 Cottage
Series 9400-W9 Nan-Impactlnswing Vinyl Laminated Steel
Door w/Storm Door
Limits of Use
Certification Agency Certificate
Approved, for use in HVHZ: No
FL17996 RI C CAC EXR 9400 E330 olus5.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant No
09/16/2019
Design Pressure: +50/-50
Installation Instructions
Other.
FL17996 R3 It ELIX0059 Rev -A IS MODEL 9400-WO
COTTAGE W. STORM DOOR ssRdf
Verified By: Rabert J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1954 Rev2 415-0705 ss.odf
Created by Independent Third Party: Yes
17996,13
Series AFIF7N
Series AFIF7N Non -Impact IS Fiberglass Door
Limps of Use
Certification Agency Certificate
Approved for use In HVHZ: No
EL17996 RI C CAC EXR AFIF7N E330 olu25.o9
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/14/2019
Design Pressure: +38/-38
Installation Instructions
Other:
FL17996 RX It KTX0040 ARF7N-BFI"rJ RevAdf
Verified By: Robert J. Amonlso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1952 Rev2 415-0705 se,odf
Created by Independent Third Party: Yes
17996.14
Series AFOF7N
Series AFOF7N Non -Impact OS Fiberglass Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
iF1_17996 R1 C CAC EXR AFOF7N E330 olusS.gAf
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/14/2019
Design Pressure: +38/-38
Installation Instructions
Other:
FL17996 RI It EUX0042 AFOF7N-BFOF7N ReVA W.pdf
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1952 Rev2 415-0705 ss pdf
Created by Independent Third Party: Yes
17996.15
Series AVIF7N
Series AVIF7N Non -Impact IS Steel Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17996 RI C CAC EXR AVIF7N E330 olus5.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
04/05/2020
Design Pressure: +25/-25
Installation Instructions
Other:
FL17996 R3 II EL1X0647AVIF7N-BVIF7N ReVA ss.pdf
Verified By: Robert I Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 Rl AE PER 1953 Rev2 415-0705 ss.odf
Created by Independent Third Party: Yes
17996.16
Sedes AVOF7N
Series AVOF7N Non -Impact OS Steel Doors
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17996 RI C CAC EXR AVOF7N E330 olus5.adf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant. No
04/0612020
Design Pressure: +21/-21
Installation Instructions
Other:
FL17996 RI II EUXOD46 AVOF7N-BVOF7N ReVA s%pdf
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
httpslAv .floddabuilding.org/pripr app d0.mpx?pamm-vGEVXQw[DquT[uhTgK2%2bd3R%2h%2bN%2fa6osgRCIoMU%2bfRDgsg3ZdG])aw%a3d%3d
3/302018
Florida Building Code Cngne
Evaluation Reports
FL17996 RI AE PER 1953 Rev2 415-0705 ss ndf
Created by Independent Third Party: Yes
17996.17
Series BFIF7N
Series BFIF7N Non -Impact IS Fiberglass Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17996 RI C CAC EXR BFIRN E330 pfuO g_df
Approved for use outside HVHZ.- Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/15/2019
Design Pressure: +30/-38
Installation Instructions
Other:
FL17996 R1 11 ELIXG040AFIF7N-BF7F7Nev 55 pdf
Verified By: Robert 1. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996. R1 AE PER 1952 Rev2 419-0705 ss.pdf
Created by Independent Third Party: Yes
17996.18
Series BFIF7S
Series BFIF75 Non -Impact IS Fiberglass French Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
Approved for use outside HVHZ.. Yes
FL17996 RI C CAC EXR BFIFZS E330 QLnjodt
Quality Assurance Contract Expiation Date
Impact Resistant: No
09/15/2019
Design Pressure: +301-38
Installation Instructions
Other:
FL17996 111 11 ELIX0046 BFIF75 RevA ss.pdf
Verified By: Robert 1. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RS AE PER 1952 Rev2 415-0705 ss.pdf
Created by independent Third Party: Yes
17996.19
Series BFOF7N
Series BFOF7N Non -Impact OS Fiberglass Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ.- No
FL17996 Rl C CAC EXR BFOF7N E330 plus5.odf
Approved for use outside HVHZ.- Yes
Quality Assurance Contact Expiation Date
Impact Resistant No
04/06/2020
Design Pressure: +30/-30
Installation Instructions
Other.
FL17996
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1952 Rev2 415-0705 ss.pdf
Created by Independent Third Party: Yes
17996.20
Series OVI63S
Series BVI635 Non -Impact Single Inswing Door w/Fbred Ute
Insert and Outswing Storm Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
rL17996 RI C CAC EXR DVI635 E330 olus5.of
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
12/17/2021
Design Pressure: +65/-65
Installation Instructions
Other:
FL17996 RI fi EUX0061 BVI63S ReVA ss.odj
Verified By: Robert 1. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R] AE PER 2244 Rev2 415-0705 si;,RJ
Created by Independent Third Party: Yes
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otnxa
0 0 Page I/ 2 0 0
ria b�ctUs tl 260% 9lak5tane 0.ead.lallahassee R 32399 phone: 950-0137-I1124
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please d&] nj. .
Product Approval Aecopb i
M®OEl
https:llwww.flaridabLdIcring.org/priptapp d0.aspX7pamm=wGEVXQwtDquTiuhTgK2k2bd3R%2bcl2bN%2f8gOsgRCIaMU%2bf iD,qsg3ZdGjXlw%3d%3d
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Safe
https•IAr flatidabuilding.argfpdpr app d0.aspx?param-wGEVXQwtDquTluhTgK2%2bd3R%2b%2bN%2r8fjDs9RCIaMU%2b83Dgsg32dGjXlw°/,3d%3d
ELEKIR DOOR & METAL CO.
MODEL 407 NON -IMPACT OUTSWING
VINYL LAMINATED STEEL DOOR
GENENGL NOTES: m6TAWTION NOTES:
I. THE WaODUCTMCHOMGE SHOWN HEREIN IS DESIGNED
S.INMEASWHEREWINDBORNEDEBRISPROTECTCN
I.ONED)INSTAUATIONMCMORISREOUIRMATEACH
S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE
-
U
TO COMPLY WITH ME CUPAENT EOMON OF THE
REQUIREMENTS EXIST, USE OF AN IMPACT PROTECTIVE
ANCHOALOCATION.
WALL FINISHES, INCLUDING BUT NOT LIMITED TO
FTDRIDASUILOING CODE(FBC) EXCLUDING MGM
SYSTEM COMPLYING WRH THE FOG REQUIREMENTS FOR
STUCCO, FOAM. BLACK VENEER AND SONG.
VELOCRY HURRICANE 20NE AND ME DESIGN
WINOBORNE DEBRIS REGIONS IS MANDATORY FORTHE
]. THE INSTALLATION ANCHORS ATTME SPACINGS SHOWN
PRESSUREIS)STATEDHEREM.
PROOVCTHFAFJN.
METRE MINIMUM NUMBER OF ANCHORS AND UAQWM
6NSTµUTIONMCHOP95HALL BS INSTA4FnIN
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6
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ULL E
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WRH THIS DOCUMENT.
DESIGN PRESSURE MTWG (PfiF)
IMPACT MTNG
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WHERE WATER INFILTMTION
OVIPEMEM I9 NOTNEEOEO
NONE
••
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"UNR MUST BE WSTALLEO BENEATH M APPROVED OVERHANG
TABLE OF CONTENT
SHEET
DESCRIPTION
i
GENERAL AND INSTALLATION NOTES
Z
ELEVATION, ANCHORING LAYOUT
O
VERTICAL CROSS SECTIONS
4
HORIZONTAL CROSS SECTIONS
ANCHORSCHED11LE
9UB6TMTE
DOORFRAME
TYPE
SQE
MANUFACTURER
ANDIOR
EMBEWAENT
FOOD
DISTANCE
ANCHORCAPACRIE3
TYPE
SPECIFICATION
(W�III
(IMWla
fl49E00N
SHEET
MN.3
VIETTUBING 4EEL
FLSN£BIBRA
UM.33 KSI YIELD
GA.
FIN(Z-EM)
PAN HEAD
NO.8
(TMPINGSCREW]
P�INSIDE
3w
STRNEOTH
MN.
SURFACEOF
THICNNEBG
SUBSTRATE
ANSIBi8.6.1
MOCOSCREVJ)
WOOD KITH AMNAUM
2NNODO
PAN HEAD
NO.8
OR
1'
12'
SPECIFIC GRAVRYCF
FRAMINGFIN(LBM)
A9A£818.8.4
OA2.
RAPPING SCR
rIDTFs;
i) FOR WOOD CA TA FANG SOiDNS R 50.1TINO D A CONCERN. DML O.OST ROT HOLE (DRUL SG E A 6).
21 EWE06TANCEAI616UPHl F11G.1 DMHISOEOFANCHDfl TO F11GECP6VBSTMTc
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783/4- 783/4•
FRAME DOOR
PANEL
FRAME MOTH
34 3/4' MAIL
DOORPANEL-
WIDTH
W MAX.
ELEVATION
EXTERIOR VIEW
I� AB z21ZWOOD
Ae x 12' J� i SCREW
SCREWS l
ENTRY DOOR
NTRIKE UGTAIL
ovvosanuewovws
af,;e:4
BOTTOM OF DOOR LEAFAND THE DEAD
EOLT ASSEMBLY"PROX. 42-MOVE
BOTTOMOF DOOR LEAF. SEE STRIKE
DETAILS THIS SHEET
HALF HINGES WI
AS X 314-SCREWS
(TYP.)
98 TAPPING SCREW.
SCREWMUSTSEOF
SUFFICIENT LENGTHTO
I PENETRATE(31THREADS
I MINIMUMSEYONDSTEEL
TUBE.
ENTRY➢OIOR
SfR1KE llE1'AIL
msLnmixnwoavuv.
MAX. (TYP.)
o Xa
—T
O
o
W 0.
0
a+ a
(IYP.)
C) 2
Q
SILL ANCHOR SPACING
(14'
SAMEAS HEAD SPACING
ANCHOR LAYOUT
BXTERIOR VIEW
a
ANCHORING NOTES:
1. MINIMUM NUMBER OFANCHORS IN JAMBS IS 13.
Rv J.Anw.%P.E.
ANCHOR SPACING VARIES, BUT NOT TO EXCEED
FL P.E. NO.49762
lw MAXIMUMO.C.
0191ull"I,e4
2. MINIMUM NUMBER OF ANCHORS IN HEAD AND SILL
by Robertl
IS7. ANCHOR SPACING VARIES, BUT NOT TO
^^�.�y,,, Amervm
EXCEED 10-MAXIMUM O.C.
.10-ff; N. DN: an•Rabvrtl.
O
1' MIN. EMBEDM
2X WOOD FRAN
(BYOTHER'
SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN
EXTERIOR
NB WOOD SCREW
INSTALLATIONANCHOR
INTERIOR
R VERTICAL SECTION
140DO FRAMS y"EllATE
EXTERIOR INTERIOR
2X W00D FRAME
(BYOTHERS)
1'MIN.EMBEOMENT--I "WOOL
INSTALL,
A VERTICAL SECTION
WOOD FRAMESUBSI1tA'fE
SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN
14 GA SQUARE
TELTUBING (BY
OTHERS)
E ER:OR INTERIOR
D VERTICANL§ ION
f LAI
EXTERIOR INTERIOR
14 GA MIN. SQUARE
1/4' MAX SHIM
STEELTUSING(BY
OTHERS) I
1
12' MIN
EDGE DIST.
31B' MIN.
SEALANT TAPE TO BACK EDGEDIST.
SIDE OF MOUNTING FIN
TAPPING
IBCREW
THREE (3)THREAO INSTALLATION AN#8
CHOR
DIONANCHOR
MIN, PENETRATION
VERTICALSECTI0
C ,
STEEL'f tlII06 BS'IItAT
FL P.E. No.5B762
D1911.9ysipo
MBaBeM1/.
1/4. MAX
1/2' MIN. EDGE DIST.
2XWOODFRAME
(BY OTHERS)
88 WOOD SCREW
INSTALLATION ANCHOR
HORIZONTAL SECTION
'MODU fRAMESUtl5TRA'1'E
Yll' MIN. EDGI
88 TAPPING SCREW
INSTALLATION ANCHOR
MIN. EDGE GIST. P
-2X W000 FRAME
(BY OTHERS) • R k
INTERIOR
INTERIOR I INSTALLATION ANCHOR
CB X 314' SMS
U
' MIN.
EMBEDMENT
-r
I -a
H
EXTERIOR
EXTERIOR SEALANTTAPETOBACK
SIDE OF MOUNTING FIN
Fi
m
a
0
as
%HORIZONTAL SECTION
O
W UO fKAMESllDSTRATL
O..
14 GA. MIN. SQUARE
STEEL TUBING (BY
OTHERS)
INTERIOR
SEALANTTAPETOBACK/
SIDEOF
MOUNTING FIN
,r r HORIZONTAL SECTION
S7EELTUtlTN0 SUB57RA
EXTERIOR
-"""-OTHERS) 3/8' MIN. EDGE DIST.
INTERIOR
pBXWVSMS 88 TAPPING SCREW
INSTALLATION ANCHOR
1 THREE(3)THREAD
'MIN. PENETRATION
EXTERIOR
\SEALANTTAPETO BACK
SIDEIDEOFOF MOUNOUNTING FIN
�� ORIZONTAL SECTION
( � / STF.E TIIBINOSUBSTHATE
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SCES Home lag In User Registration
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suits is Fats
rProduct Approval
USER: WMk Usor
F`Mtot AonmW l Mgnu I PWIIQ or AnaPea
ion Search > Annl¢au in Lis > Application Detail
FIL 3
FL12765-RS
Applicadon Type
Affirmation
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Emall
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed the
Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
��i ✓arYWW�Y�'Y�.l
Publkobi Conn IUs acts Site Map links Seenen
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
Janus International Group, LL
135 Janus International Blvd.
Temple, GA 30179
(770)562-6135 Ext 360
curts@janusintl.com
Curtis Schroeder
curts@janusintl.com
Curtis L. Schroeder
134 Janus International Blvd.
Temple, GA 30179
(770) 562-2850 Ext 360
curts@janusind.com
lake Lyons
134 Janus International Blvd.
Temple, GA 30179
(770)562-2890 Ext 304
jakel@janusintl.com
Exterior Doors
Roll -Up Exterior Door Assembl :s
SCANNED
BY
St. Lucie County
Evaluation Report from a Flori a Registered Architect or a
Licensed Florida Professional E igineer
Evaluation Report - Harda )y Received
Joseph H. Dixon, Jr
PE-7768
National Accreditation and Mai agement Institute
12/31/2020
Gordon Thomas, P.E.
Validation Checklist - Hard opy Received
Certificate of Independence FLI2765 R5 COI 29016 art
IF fi. inden odf
Referenced Standard and Year (of Standard) Standard
year
ANSI/DASMA 108
2005
ASTM E330
2002
TAS 201
1994
TAS 202
1994
TAS 203
1994
Equivalence of Product Standards
Certified By
Sections from the Code
I affirm that there are no c anges In the new Florida Building
Code which affect my product s) and my product(s) are in
compliance with the new Flori a Building Code.
Documentation from approved Evaluation or Validation Entity yes No N/A
FL12765 R5 CDC FL12765 P Irm for FBC 6th 2017s.odf
Product Approval Method Method 1 Option D
Date Submitted 10/04/2017
Date Validated 10/04/2017
Date Pending FBC Approval
Date Approved 10/07/2017
Summary of Products
FL#
Model, Number or Name
Description
12765.1
Series 1100
Series 1100 - 26 Gauge Do r Assebmly Max Size: 8'-8' x
14'-0"
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL 12765 R5 II 29018 Dv. , T1012 Rev A.ndf
Approved for use outside HVHZ: Yes
FL 12765 RS if 290 L8 ins 111 750 1100.odf
Impact Resistant: No
Verified By: Joseph H. DIx( 1, Jr. 7768
Design Pressure: +24.4/-27
Created by Independent TI :rd Party: No
Other: Not for use In High Velocity Hurricane Zones
Evaluation Reports
FL12765 R5 AE ER-09-0( 1�R. df
Created by Independent Tl ird Party: Yes
12765.2
Series 1100
Series 1100 - 26 Gauge Do r Assembly Max Size: 10'-0' x
14'-0"
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FI 12765 R5 11 29018 Da T1013 Rev A.OdF
Approved for use outside HVHZ: Yes
FL12765 RS 11 29018 in ill 750 1100.ndf
Impact Resistant: No
Verified By: Joseph H. Dixi 1, Jr. 7768
Design Pressure: +19.4/-22.7
Created by Independent T ird Party: No
Other: Not for use In High Velocity Hurricane Zones
Evaluation Reports
FI 12765 R5 AE ER-09-0( )A R.odf
Created by Independent T Ird Party: Yes
12765.3
Series 3100
Series 3100 - 26 Gauge Dc r Assembly Max Size: 16'-0" x
20'-0"
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL12765 R5 11 340120 I T1004 E.odf
Approved for use outside HVHZ: Yes
FL12765 R5 If 3402.2 Mc 3100 inst Instr.odf
Impact Resistant: No
Verified By: Joseph H. Dix n, Jr. 7768
Design Pressure: +36/-41
Created by Independent T Ind Party: No
Other: +361-41 psf at 12'-0' wide. Varying loads are shown
Evaluation Reports
for widths 8'-0' to 16'-0'. Not for use In High Velocity
FL12765 R5 AE M3100 1 12765 T1005G P .0d!
Created by Independent T ird Party: Yes
Hurricane Zones
12765.4
errs 100
;SE leMF 00 - apgo Dc +n. ssem vl a ize; 70'-0" x
;2-9=4
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL12765 RS II 32041 FL '1005-F 0002.ndF
Approved for use outside HVHZ: Yes
F112765 R5 Il 34022 M< 1 3100 lnst instr.ndF
Impact Resistant: No
Verified By: Joseph H. Dix n, Jr. 7768
Design Pressure: +35/-38
Created by Independent T ird Party: NO
Other: +35/-38 psf at 16'-0" wide. Varying loads are shown
Evaluation Reports
for widths 15'-0" to 20'-0'. Not for use In High Velocity
FL12765 R5 AE 32041 F-09-0007-R2 120112 0005 Odf
Created by Independent T Ind Party: Yes
Hurricane Zones
12765.5
Series 750
Series 750 - 26 Gauge Do( Assembly Max Size: 3'-0" x
12'-0'
Limits of Use
Installation Instruction(
Approved for use in HVHZ: No
FI-12765 R5 If 29018 Dv 1 1`1000 Rev B.ndf
Approved for use outside HVHZ: Yes
FL12765 R5 11 29018 in: all 750 1100.odf
Impact Resistant: No
Verified By: Joseph H. Dix n, Jr. 7768
Design Pressure: +35/-45
Other: Not for use in High Velocity Hurricane Zones
Created by Independent Th 'd Party: No
Evaluation Reports
FL12765 R5 AE ER-09-00, 7-R d
Created by Independent Th b Party: Yes
12765.6
Series 750
Series 750 - 26 Gauge Door lssembly Max Size: 6'-0'
x12'-0'
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
RA2765 R5 ti 29018 Dwt TIOOI Rev B.odf
Approved for use outside HVHZ: Yes
FL12765 RS 11 29018 inst II 750 I100.odf
Impact Resistant: No
Verified By: Joseph H. Dixo , Jr. 7768
Design Pressure: +19.9/-24.4
Created by Independent Th d Parry: No
Other: Design pressures listed Is at test width of 6'-0'. For
Evaluation Reports
pressures versus widths, see Table 1, Page 4 of evaluation
FL12765 RS AE ER-09-001 7-R.Ddr
report. Not for use In High Velocity Hurricane Zones.
Created by Independent Th d Parry: Yes
12765.7
Series 750
Series 750 - 26 Gauge Door lissembly Max Size:8'-8" x
12'-0'
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Ft 12769 R5 It 79018 Dwr T1002 Rev B.ndf
Approved for use outside HVHZ: Yes
FL12765 R5 It 29018'nst 11 750 1100.0df
Impact Resistant: No
Verified By: Joseph H. Dixo: , Jr. 7768
Design Pressure: +24.4/-27.0
Created by Independent Th d Party: No
Other: Not for use in High Velocity Hurricane Zones
Evaluation Reports
FL12765 R5 AE ER-09-001 7-R.ndf
Created by Independent Th d Party: Yes
12765.8
Series 750
Series 750 - 26 Gauge Door lssembly Max Size: 10'-0' x
12'-0'
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL12765 R5 II 29018 Dwr T1003 Rev B.odf
Approved for use outside HVHZ: Yes
FL12765 R5 II 29018 Inst. 1 750 1100.odf
Impact Resistant: No
Verified By: Joseph H. Dixol . Jr. 7768
Design Pressure: +19.4/-22.7
Created by Independent Th d Party: No
Other: Not for use in High Velocity Hurricane Zones
Evaluation Reports
FL12765 R5 AE ER-09-00( 7-R.ndf
Created by Independent Th d Party: Yes
12765.9
Series 850-S
Series 850-S, 26 Gauge Doc Assembly Max Size: 8'-B' x
12'-0"
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL12765 R5 II 29018 D. T1006-S Rev B.Ddf
Approved for use outside HVHZ: Yes
FL12765 RS It 29018 In 1850.vd
Impact Resistant: Yes
Verified By: Joseph H. Dixol . Jr. 7768
Design Pressure: +46/-54
Created by Independent Th d Party: No
Other: Not for use in High Velocity Hurricane Zones
Evaluation Reports
FL12765 RS AE ER-09-00( '-R. d
Created by Independent Th d Party: Yes
COnlaC US:: 2601 Blair Sloss Road. Tallabacsee A 32399 Phone: 85n-487-18 1
The Slate of Honda Is an MleE0employe[Cnnvnnnt 2007-2011 state of Honda :: pnvncv FaOement::[.tte[j tiny Statement:: Pefund S6Rem-nt
Under Florida law, email addresses are public records, 11 you do not want your e-mail address released In response to a p 411orecpNs request, do at send electronic
mail to INS entity. Instead, Wind the poke by phone or by tadWonal mail. U you have any questions, please cant. x 850.487.139S. `Pursuant to Section
455.27SU), Florida sonatas, efMlve October 1.20U.livansees licenetl under chapter 455. F.S. must provide the Del dm¢nt with an email address if they have
one. The malls provided may the used for Weal communication with the Ikensee. However email addresses are pub : recard. If you do not wish to apply a
personal addr¢s, please mould. the Department with an email address which an be made a callable to the public. To dt More if you are a licensee under Chapter
455, F.S., please a lck b .Q;.
product Approval Accepts: Li
e1C�flnoa '
Credit Card
Safe
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JANUS INTERNATIONAL CORPORATIO
IN2MRISINIERNATIONALBLVD TEMPLS.GA 00119
na562aesvru n aa62.22ez
® 201zruwF NlenyapnW CYryOr°IIq AO R16M R°FYmG
CERTIRED WINO LOAD RATED 26
GA SERIES 01M DOOR ASSEMBLY
MAX S9E:2W-0'%20'•P
3 T1005 i
RWEI ISHEM2 OF:2
H. DJ.Iro, 440
$ i6. rm � !
pTATE OF lgrqoltto W
506,
anus
International Group
135 Janus International Blvd.
Temple, GA 30179
770-562-2850
www.lanusmtl.com
JANUS INTERNATIONAL PAODEL 3100
1-866-562-2580
www.janusintl.com
INSTALLATION INSTRUCTIONS
_ 2 +
-
y
F•' y-
190,
JANUS INTERNATIONAL DOORS MUST BE INSTALLED BY TRAINED ROLLING [ OCR
TECHNICIANS QUALIFIED TO INSTALL PRODUCT SAFELY WITH PROPER KNOVLEDGE, TOOLS,
SAFETY AND INSTALLATION EQUIPMENT: CAREFULLY READ INSTALLATION II ISTRUCTIONS.
FAMILIARIZE YOURSELF WITH ALL INSTALLATION PROCEDURES, WARNINGS CAUTIONS, AND
NOTES BEFORE ATTEMPTING TO INSTALL DOOR. JANUS INTERNATIONAL C( RPORATION WILL
NOT WARRANTY OR ACCEPT RESPONSIBILITY FOR DOORS NOT INSTALLED I 'ER THESE
INSTALLATION INSTRUCTIONS.
A IMPORTANT INFORMATION A
WffiVLLY11FADp3TAW1NiNIN^NIUCIIONS. FANp14gQE YpUpgLTf YAR1 µLp9TALtAflON FRpSD11RF$WARNW09. CAUTIONS, JIO NOTES BEiOREATTEtlPTW010
RLSTALLp)OR.
. pEPER PEfE1Vm DOORA$SENBLY iOR VRiRILE pANIUE µpbRCONPoNEMSNORipOFg
• SXffPpOOAMAGE FREUAYAGECLAW pIMETMiELY WRN FREIGM CARWEA BUPpLYpWR3UPPlBIi IYITN PHOTODOCUNEH \THIN TO pECEWE REPLACEYEM
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TOERPEDUEPROCESS.
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• 6ATAMIWEBEFORE O0.0URg0 pSTALLAIbN YOU AqE UNFANAVUi, UNWNPoRTµLE,ORCONFUSEp BY g3TAL\ATXp MOCE9U1 30UfidlEp plNE3Eg3TAWTIOx
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A READ ALL WARNINGS BELOW A
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ACLEAR PLODR AT OPENdGOP ALLDEBIIU BEPoREgeTAIUNp PpOOUCT.
A USEAPPROPRYTE LDTWOEgUiPtlENf ANO COMECTLOpNOPROCEDURE3 TOAVOp)OANAGE,figU0113gNRTOROFAM ,`,,����0�//////
AtlpVWOOOOR COULp RESULTq OEATX OR BEYOYSIxbRY.pO NOTCLOEE DOOR UNRL OOORWAY6 CLEAR ,`�, 1 �Q F�AAAy. Ow. //,
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AOWRNUSTBEFlILLYOPENW VMENYANWO AOJUBTNEXI9.
AVERRV.OPENpO NTOTIIMDMEbMBEFORE p6TALlOp EUmEe.
ADDONCµ FALL ff BOUI8IUICMETBARE NOi 6EWRELY FAUTEXED 10 TNEJAYBS. ALL FABTH1ER9 gTTACNNO BRACNEIS TOJµB9 LP R FR SECURELYUITOA
SIRUCMNLYEYBER OR EIIRFACC6000RFALL9, SEPoOYS INJURYOROEAIN µ0'OR DANp({ETO DOOR Cµ RESULT.
ABEFORC YFTpODWRplTO PoSRIDy A3311RE TNATALL 6ETSCREWSAPETNYRENED TO ADEOUATELYSECURE AYLE SUpPORTS.V01 t1 pNpE0. iADLRETOSEWRE WRL
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APARJNUiTO ApXERE TO TIEABOVfi CONpRVRISy�I RESULTp PERSONAL INJVIW OPPROOYCT DANAOfi I�,CDVERED VNDERJµUS RERNATNINALMiOWCT
WARMNTY. ALWAY9NµgE PROOUCTNRIIG^•ANDREVIEW ALLp3111UCRON3, WARNgOS, ANO NOTE3 BEFOMpSTALWIO PPW Cf.
ARENEW GOON AH3EtlBLYAMO GENERAL PARTS pF.SU11Pllp44 HILL OF YAlER4LFROY PAGEZ.RGURETTOFAYBYRDHYOIA N,R i WUNON PAWS WNDUINO WEET
DOOR ASSENBLY.
AOOORA38EA18L�SµEYµUFACTUREOPEp OPENgO WIDRIS µpNENTMf83PECBUiO AT TIYHOPOpDERJANUS gTFANATNINAL VLLL OLTBfi MELD RESPON6IHLEPoR
DODRA0 WmlII3pR MEIGXTB THAT OONOT WTCI1T11pSESPEW1Yl gT1LNE Oi OROEIL
FIGURE 1: DOOR ASSEMBLY & GENERAL PART DESCRIPTIONS
t
14
,1
D
'
1
9
6
10.
,z. 1 3.
Oyr�GENs+'�
F6
.
';STATE OF cc:,LOR10Q'r�
a� ��•
1e 40 •...... G� ,�
15
16
1
4tslrvmans Instdw
VIdeo 2
�k
�_ .... :: ...
,:_REgC1iI¢170N (,fARi',AIUMBER:. ;:
..tTEM.�BC$iPiiDH�PA'f}�
1 = :
!2' Spiral Barrel
'-
LH - Roll Formed Guide with windbar
"rAa..',�.
RH • Comm. Bracket
2.,
26 Ga. Curtain;"Q.%
RH -Roll Fanned Guide with windbar
; .`.A4;;";-
Slar.ped Aide Support
3s:
iarmdiccks
�, 8'::'
Headstop
`. 13":',
can n.SCda Lack
4
11/B O.D. Axle
Tensioner
<.16�+'
Con n. Step Plate
5:-
12'Dmm
`-
Mounting Plate
Batt mBerAssemb
6.-
Spring/Counterbalance Assembly
;.:12.
LH-Comm. Bracket
,::1tC
Mot Lock Assembly
FIGURE 2., SIDEROOM CLEARANCE REQUIRMENT CHART
°P A-
WWI..
.; E
Y_.
$ FRD. °� �Fg ,r,
9 eT'�rl�°�
..
:HAM
v
, IXD. ;AXLE.
PUSH -LIP
4Y.•
S:S' 6�•..
CHAIN HOIST
/):•
5w Bj1'
7-•
14CK SHAFT MOTOR
{r
51i• Tjr
-
PANTHEON
4Y'
5� 7j5•
7 i'i
W ��1 MifMOM y-
eOfn�nh'.MaSBm®P� �`ne� H'w any .w N r. • ,
w'T�k wrweAiN.mrwfadwr` - ' '
fQ� kgI�DUEiiAEOUC�RWAIU�BCETB (, H SIDERo4MMC[EnWUiGE9 COTSIR7 a0TDRY
END OF AXLE CLEARANCE
END OF AXLE CLEARANCE
� �,
i OUTSIDE OF CHAIN DRIVE
OUTSIDE OF 7EMSIONER
BRACKET CLEARANCE OUTSIDEOFDRIVE
BRACKET CLEARANCE I i
I
0
TENSIONER
END SHOWN C o DRIVE END SHOWN
o e (NON-TENSIONFR)
—"'- EDGEOFOPENING EDGE OF OPENING —. 1
o yI o
BACKOFGUUIECUEARANCE ► .. ► BACK OF GUIDE CLEARANCE
FIGURE 3: HORIZONTAL / VERTICAL HEADROOM REOUIREMENT CH NRT
` HORIZONTAL -
HEADROOM
.ORI NG
YePriGAL
Qu prylbi;
:et6i
HFi�Dg4oN
xEnDHooy-
0-t-tI
21 V
21"
>,
,�.
zz•
22"
21.
T.
a
(
0 0
a
'
A
VERTICAL
HEADROOM
e
a
4®
Df,Y �4o
0,�,
��
/�
y,.�
, ...... ti
ENS
OPENING
77
t
HEIGHT
.
* S *
S
$1
J
ATE OF
STEP 1: VERIFY OPENING
*A(cfe: DOORASSEMSLIES ARE MANUFACTURED PER OPENING WIDTHS AND HEIGHTS SPEGRED AT T/ME OF )ROER. JANUS INTERNATTON/
WBL NOT ASSUMERESPONSIBILRYPoROPENING IWDTNS OR HEIGHTS THATOO NOT MATCH THOSE! PECIRED ATTIMEOFOROER.
o Verify -peeing width and helghl and oonfum measurements match width and height detailed on door packaging Is at.
o Vedfv that iambs ere plumb.
O VedN floor and header for level.
o Vedfv adequate side deamnw at iambs and clearance above and at sides of header. See Side Room and He2dft yn Cfaarence
Regulrement Chart (page 3. Figures 2 g 3)
• Vediv that the guide mourillng surface an the lamb Is flush
I Vedly met all Pans regutned for installation are with the dow. See page 2 Figure 1 for General Bill of Material
STEP 2: MOUNTING PLATES
ONgle: Mounting Plates am opflonal components for lnsfagagon to stealiambs. Mounting Plates are to be Installed vdh fasteners supplied or
weldeddtrpetly to steellamb. If mounting plates.were not ordered, of lamb type is other than steel, Proceed I h step 3.
o Position Moungng Platsswhere boham edge is flush with headstand Inside edge is flush with Iamb edge. See Fig m 4.
o Install mounting plates to steel Iambs with 3 each %-16 x 1 Y' hex -head balls, washers• and look nuts supplied.
mote: Install washers on has not side only
ONole: Assure Mounting Plates are level wtlh each other
3-Ya -is x 1 Y.• LEVEL MOUNTING PLATES
HEX -HEAD BOLT t.
o �o - � O o 1 i.
O b O 10'
o b o 0
HEADER
1 _.1
LH MOUNTING PLATE —/ RH MOUNTING PLATE
t 1�,,IIII IIIIf//�/
.� t, ..•a...., 0,�, 0
JAMB EDGE +A, rVVCEN$
y tic. TM
FIGURE 4: MOUNTING PLATE INSTALLATION �A ' • W
.v ORIO*..
STEP S: COMMERCIAL BRACKETS TO GUIDES
ONote: GUIDE BELLMOUTH FOR CURTAIN ENTRY INTO GUIDE IS FACTORY NOTCHED. APPLY 15%2r BEND IN BI LLMOUTH TO ASSURE
SMOOTH CURTAIN ENTRY. FAILURE TO FLARE GUIDE BELLMOUTH WILL RESULTIN CURTAIN SCRATCH NG ANDKIR DAMAGE
o Attach Commercial Brackets to gulden, locagng top surface of bracket 2' below top of guide. Use 2 eachY. -20 It V cartlage boits.114 -20 seveted
Range hex nuts endY'flat Washers per bracket for tensioner and the nondenstoner (drive) "for push 1p operal m. See FTgm S.
DNcte: DOOR DRWE OPERAAON MAYBEINSTALLED ONEIMER END OFDOOR ASSEMBLY
H. Opp 4i�
g , •a % 4,
��pGENSF�i�p r
i} STATE OF e
4 7z//�•�
COMMERCIAL - -
BRACKET
.i
hk-2D
SERRATED FLANGE HEX NUT
—tl
TOPOFGURIE —
r. FLATWASHER
FIGURES: TENSIONER END (LH ShownlRH Opposite)
20xsi
C IRi6AGE BOLT
I
GU aE BELLMOUTH
OUR :
*Note' FOR MANUAL PUSH-UP OPERATION, SPACERSARE NOTPROWDED OR REQUIRED FOR COMMERCIAL BI ACKET MOUNT.
*Reduced Hand Chain Drive: Attach Commercial Brackets to guides, locating top surface otbracket 2' below topof vide.
Install drive bracketwith 2 each Y•- 20 x 1 Y' cerdage bolts,Y - 20 serrated Range hex nuts andY' gat washers. li sert
1 eachY'.O.D. xY' long spacer tubes between guide and bracket at each boll location. Sae Figure 6.
o Jack Shaft Motor Operation: Attach Commercial Brackets to guides, locating top surface of bracket 2' below top of pllds.
Install drive bracket with 2 eachY-20 x2Vcarriage bc@s,Y- 20 Serrated Range hex nuts and Ye flat washem,I sect
1 each 1 Y: O.D. x 1 yr' long spacertubes behveen guide and bracket at each bolt location. See Figure S.
o Pantheon Motor Operation: Install drive bredudwhh 1 Y• spacing between ouWde of guide and Inside of bracket lo
spacers ere provided for this application. Locate top surface of bracket 2' below top of gude. Sae Figure 6. (Spao m not provided)
TOP OF GUIDE
CARRIAGE SOLT
—Ak.
(SO COMMERCIAL BRACKET
GUIDE BELLMOUTH -- II
O
I
FIGURE 6: DRIVE END (RH Shown/LH Opposite)
SPACER TUSEIS)
GUIDE
O
0
'
... 1'FLATWASHER
SERRATE FLANGEHEXNUT
STEP 4. GUIDES AND BRACKETS TO JAMB
o Brackets and guides must be attached tolambs using fasteners as specified In Table 1.
TABLE 1: GUIDE & COMMERCIAL BRACKET FASTENERS
37EM_ {
= �M7� � '• r
1 '+ '�.£ASTENE.RS
��:61;1i S(`LE°'
p
Steel
% -16 x 1 Y' Hex Bolt and Nut
s
8s_(p}��
- SGKErrS.r
H` y
Concrete of Filled Block
%0 x 1 Y' Powers Wedge -Bolt
Powers s is+o131a
• c, _ t,
7177 J.T. "
• - � •,; •rN :
Steel
Y.' -14 If P TEKS Screw
N ne
�`' %-" •. ' i
Concrete or Filled Block
%' x 4' Powers Wedge -Bolt
g
Powers.
< )s+o/318
Ell
*Moto: DOGRASSEMIaLIES AREMANUFACMREo PER OPENING WIDTHSAND HEIGHTS SPECIREDAT TIME( FORDS&
JANUS URERNATTONAL WILL NOTASSUMERESPONSIB/LTTYFOR OPENING WIDTHS OR HEIGHTS Im rDO NOT
MATCH T HaSE SPECIFIED AT T IME OFORDER.
Guides to be mounted centered about the opening. Back of guide placementimeasurement Imm Iamb edge is
4 Ye pwslde. Overall back of guide to bark of guide measurement to be Opening Width +8Y4'. See figure7.
-- OPENNOWIDTH•8'e - -
N VI Mt
FIGURE 7: GUIDE PLACEMENT y� .•••••••..
r•;��GEN v �'
o THREE MOUNTING OPTIONS SOSTAND ARE DICTATED BY JAMB TYPE AND/OR TMCKNESS + _ No• nm �•
a OPTION 1: Steel ambs or reater. Y • 14 x 1'seff drilbn l * _ I '/+s 9 gRapping screws al tce of guide. See Figure t� tt STATE OFa i
a OPTION 2: Masonryjambs. ay' x 4' Pers owWedge Bob at Inside of guide. See Figure e • k Sn( oR10,I l
OPTION 3: Steel Jambs less than'/e'thickness. 1: -14 x le Self dnTlirgnapping skxews at toe and Inside of
guide. See FIgure 10.
un
S• 14 x 1'SELF DRILLING y i 4/zi
. rIM S eu STEEL J. NB T/al]WE5$
r r
i- 4
4r• y 4'0 .. .-
I
r• OPENWG WIDTH.aki '-- - -
FIGURE 8: GUIDE MOUNTING - OPTION 1
EXISTING CONCRETE OR FILLED
BLOCKJAMBS `
3j 34• POWERS WEDGE BOLT .. .. ..
Y
r. .. OPENINOWBTDI-BY .-._.
FIGURE 9: GUIDE MOUNTING - OPTION 2
33Ij EXISTINGJANIB "d
140AMMEMUM
�.• 14. V SEIF DRILLING .._
SCREW
S• MAX CENTERS
r r
1 1
41. -_ _ of -..
OPENNGWIDTN.S!j -.
FIGURE 10: GUIDE MOUNTING - OPTION 3
> InstalIguides Pwmauming op9on detall that applies to spedgc Instouadon epplicatbns. Sae figure B, Owl a.
e Install guides and brackets With fasteners supplied, which should match gorse referenced en Page B, Table 1.
iORere: Rome 11 belowBlusbates bmebet mount fP stee/Jembs via mounpng plates. Referee Page a Table I Ibr
appmpdafa /aseonertype periamb type.
3.3f LOCK NUT
3.3j FTATWASHER
,f
Q-
MOUNTING PLATE
r
ob 7m 1 �
STATE OF = et
r
r' }
i ' A N6 NO00
'.aa4rNN
Si0MAL A
COMMERCIAL BRACKET
-. 3.3j FLATWASH R
3-3F-featli
H HSAD BOU
FIGURE 11: COMMERCIAL BRACKET TO WALL (STEEL JAMB)
L 7
STEP 6: PUSH-UP TENSIONER END - FLOOR LEVEL INSTALLATION
O Rotate terWoner release ann towards wall.
O Side to sioner over ade, with arrow pointing toward wall, until approximately
2 W of aide Is outside o1 tensioner. Allow release arm to rotate back towards
starting position. See Flgure 12.
O Tighten set scewwhen in place.
2-SETSCREW
�A
FIGURE 12 TENSIONER TO AXLE
STEP 6: PUSH-UP NON-TENSIONER END - I LOOR LEVEL INSTALLATION
O Slide stamped ade support over ;de, with armw, pair Fig toward wait
See Figure 13.
O Slide stamped ade support over ade until approxfma dy 2 W of axle is
1. outside ofstamped ade support.
O Tighten set screws when In place.
`%{{{{IIHI//F/
NaE Q ., $.....�
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� No, 7788 p �
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' •'T�ti�roP u •
��lf�DNAL ,
FIGURE 13: STAMPED AXLE SUPPORT TO AXLE
STEP Ta: REDUCED HAND CHAIN DRIVE END - FLOOR LEVEL INSTALLATION
o Fasten east dml gearto tlmm using 3 each Ya-16x I V grade 5 hex bolls and 3a- lock washers.
e Install 2 each %- 16 x 1-square heed set aerewa In are aueaded holes In the Beet rode support.
These w61 be tightened against the axle later.
o Slide cast axle support over exk until appmxlma* 23'; of axle Is outside ofcasl axle support.
See Figure 14. DRUM
* Tighten set screws when in place.
AXLE —
CAST AXLE SUPPORT
2?e-16X1SOUAREHEAD
SETSCREW
gI
-lam
1
-3-VLOCKWA: fER
3 3,116xthi
GRADE 5 HEX BOLTS
FIGURE 14: CAST AXLE SUPPORT AND CAST RING GEAR TO DRUM ASS I NIBLY
STEP M, ELECTRIC OPERATOR DRIVE END - FLOOR LEVEL INSTALLATION
D Locate 3 each 1' OD. x 2 Wtong spacer tubes and salts between 72 tooth sprocket
and dram- Attach sprocket with 3 each %-16 x 3r grade 5 hex baits and V Ica washers.
o Slide Stamped axle support over axle, with arrow pointing toward wall, until eppmxhnatery
1)V of rode is outside of slumped axle supporL See Figure 15.
o Tighten set screws when In place.
AXLE
2-SETSCREW
STAMPED AXLE SUPPORT
3-xe-16X3hi
GRADE 5 HEX BOLTS `
. ® --3-°e'LOCKWASHER
FIGURE 15: EO KIT TO DRUM ASSEMBLY
u
• CAST RING GEAR
3. V O.D.21i L SPACER
3-STRUT
NO
's
STATE OF i
STEP 7C: PANTHEON DRIVE END - FLOOR LEVEL INSTALLATION
CAST RON SADDLE . .
ANCHOR BRACKET WITH
STEEL TUBES INSERTED
DRUM
XI!9
1 SH 'PING WRAPS PADDING
PANTHEON CO/ MERCIAL
ROLLING DOOR I PERATOR
FIGURE 16: PANTHEON BARREL ASSEMBLY
�'h[iT✓}P1EIr�
ILiE.`:IMLZ-
STEP 8: RAISING DOOR ASSEMBLY ONTO BRACKETS
\\IIt711/
O Befare Offing, orient bottom bar at 12 o'dock position. `%% H• D ////
(Ci• Q r
9 Raise door using appropriate BNng equipment, essuringe protective balder is maintained balvsen Product and my ,,\`yG! .••�•••••�y
surface or object that It GEN
j may comalnoeceaawnh. .� Q J. SF
o Position door on brackets x1N tensioner and arde support resting Safety on top of ce0.
mmerdel bracketflange. ft ' i
See Figures 17-20 for appropriate drive type applicabon.
� Dow should be positioned as dose as possible to the header and still be able to rotate and dear bottom bar. � � 1 STATE OF
1
a Each end of door should be equal distance from the header and the Curtain must be centered In the opening. O� �4•: �R�DA•�•
(i�f:APPRQP ELIi G`t'O P�iE�iJ U;#_d �T 176
NA
ROCE'DURESTg l�14gi6 ��Rt RY i;f
,.. _ �.
n
0
a -'a FLATWASHFR
-4-'e LOCK WASHER
4-'a-l6x'e
GRADE 5 HEX BOLTS
STEP 9a: REDUCED HAND CHAT V DRIVE END
o Attach east axle support to commerck bracket using
%-16xY,'grade5hexbolLV9"lock asherand%'flat washer.
a Position twin hoist assembly on door racket next to cast
aide supped and attach to door bracke using 2 each
%- 16 xV4'gmde 5 hex bolts.%'lock tashersandV
flatwashers. The spurgearon mehols wifiengagewithme
Internal team of the previously Installea ast ring gear.
See figure 17.
Connect cast axle support bracket to i de of chain hoist
usng Y, -16 x X- hex bolt and V Ind washer. See Figure 17.
o Feed hand chain over chain pocketwl sal and through hoist
Connect ends of hand chain, being ca sful not to twist chin.
Hand chain may be lengthened or she Yned as necessary.
o Install hand chain keeper on wall orlai b.
FIGURE 17: CAST AXLE SUPPORT TO BRACKET
STEP 9h. ELECTRIC OPERA 'OR DRIVE END
7 Attach stamped axle support to h smmercal bracket using 2 each
%-16 x'/, gmde 5 hex bolt,% ock washer and flat washer.
See figure 18.
- SHIPPING WRAPS PADDING
2-'e FIATWASHER
.. 2-3e LOCK WASHER
2-'a-160-
GRADE 5 HEX BOLTS
FIGURE 18: STAMPED AXLE SUPPORT TO BRACKET
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�` �y r•�IGENg�;•1 p�'
g• I�o.778B
.�li STATEOF r ��
S • /l/ •
.�( R Pfr
t.-16'M BOLT
STEP 9C: PANTHEON DRIVE ?ND
a Attach anchor bracket to counter, al bracket using ubolt and 2 each
%.16 flange nuts and V fiat war hers. See Flgura 1g.
SHIPPING WRAP d PADDING
- ANCHOR BRACKET
%SHER
2-3.-16 FLANGE NUTS
FIGURE 19: PANTHEON ASSEMBLY TO BRACKET
STEP 10: TENSIONER END
Allarh tensloner to mmrnerdal bracket using 2 each %-16 x 1:'gmde 5
has bolts. %' lock washers end W Bat washers. See Flgure 20.
��{f1lHfffffkk
•..........�ij.
D
No. TT68
�
M.
c`* y
v STATE i
SHIPPING WRAP d PADDING — h
�vo
s R10P`.r�4�♦�
2-': cur WASHER.,
SIfJ//� ♦
2-'e LOCK WASHER /
♦�
IAt. It `
GRADE 6 HEX BOLTS
41211/¢
FIGURE 20: TENSIONER TO BRACKET
0
HEAbSTOP
HOLDER
STEP 11: SETTING INITIAL SPR. VG TENSION
o With bottom bar at 12 o'clock position relate door tuwards wan 1 i4
revolutions.
,e While firmly holding door at bottom be . at packaging that secures the
door. Direct bottom bar Into guides, sl pping lust belowheadstop area.
Sea Figure 21.
FIGURE21: DOOR ASSEMBLY TENSIONER SIDE
STEP 12: NEAOS' 'OP INSTALLATION
ra Slide headstop Int headstop holder. gning up holes on
each. Attach head top using %" x)r hex boll and V
loch washeres sh wn In Figure 22.
ee .'i HEXBOLT
3a LOCR WASHER
�i
0
i
XEAOSTOP
:22: HEADSTOP TO GUIDE
STEP 13., SLIDE LOCK ASi 'EMBLY INSTALLATION
O Lower bottom bar and Install s de lock and step plate using 2
earnY-20x1-hexbolts,Y6 18hexnuts,Y'flatvrashersand
Y. -20 nylm Insert hex nuts. D this at both ends of bottom bar.
See Figure 23.
O Tmnsfertha Y-20xY-rardaS lboltsend Y.-20senated flange
hex nuts that were removed Irc n both ends of the bottom bar to
the 2 holes et the centerof the ottom bar and angle.
O For push-up operation only, Ins ell rope In one of the holes at the
center of the horizontal leg of 0 I bottom bar angle.
`�%111itIll/,
2-5,s HEX NUT ,0 ..yy u D 49/r
40, STEP PLATE ,\ Q0— �%CENgF-;•Vp�
2-ri* FLATWASHER
2-4x2o NYLON 1 r
r INSERTNUT
D 's;20RIDt'
2-Ii xt HEX BOLT I
FIGURE 23: ATTACHING SLIDE LOCK ASSEMBLY
STEP 14: DOOR OPERATION I /L-j KJ4"
¢h/1
0 NOW Before cycling door to east docropersdon, assure that all fasteners and setseraws are tightened and secudl T a//eomponenfs.
O Cyce door by raising and lowering dour to Its fuflycosed and fully opened position.
7 Set limits of electrically operated doors at this time.
O Evaluate spring tension. If adjustments to spring are required, proceed to Step 15.
STEP 15. ADJUST SPRING TENSION
O Before increasing or decreasing spring tension, loosen Y.-16 square head set screws In tensloner and mde support at bo i ends of door.
INCREASING SPRING TENSION: Attenslanerend, using pipe wrench, rotate axlelplpe wrench away from wag. Jr. cease tension in Y.-Y turn
Increments. Allow adelpipe wrench to ease back towards wag until lensionerse arms axle rotation. Re -set sat
screws and re-evaluate spring tension by cycling door.
O DECREASING SPRING TENSION: At tension end, using pipe wrench, rotate exlelpipe wrench away from wall sligh y. Holding this position, Were
ensioner release arm towards wall. Carefully allow axleAwanch to rotate tower:: wan in% Wm Increments.
While holding this posi0on, allow tensoner release ram to relate bark to its Stan Ili position. Carefully allow
mdelpipe wrench to ease back until tensioner secures axle rotation. Re -tighten s n screws and re-evaluate
spring tension by cycling door.
ISTEP 16. WARNING LABEL
0 Applywaming label at a readable heighten the drive side door guide arjamb.
DECREASE 0o
SPMNG
TENSION
a
0 7 SPRING
E NG
a � TENSION
• 0/
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FL #
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FL27403 New REVIEWED FOR
2017 CODE COMPLIANCE
Approved
5T. LUCIE COUNTY
Carports Anywhere
10858 S.E. County Road 221
Starke, FL
(352)468-1116
bodom@carportsanywhere.com
Brandle Odom
bodom@carportsanywhem.com
Structural Components
Structural Wall
SCANNED
BY
St. Lucie County
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Terrence E. Wolfe
Evaluation Report
Florida License
PE-44923
Quality Assurance Entity
PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date
06/13/2023
Validated By
Gary Hartman, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year(of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL27403 RO COI Letter of Certification
Standard
ASTM E 1592
ASTM E 330
Year
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2002
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06/18/2018
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06/15/2018
so a - rotlucts
FL #
Model, Number or Name
Description
27403.1
Hampton Rib Wail Panel
Hampton Rib Wall Panel over open Framing
Limits of Use
Installation Instructions
pp for use In HVHZ: No
FL27403 RO II Hampton Rib Wall Panel Secured.pdf
Approved for use outside HVHZ; Yes
Verified By: Terrence E. Wolfe, P.E. 44923
Impact Resistant: N/A
Design Pressure: +N/A/-57.3 psf
Created by Independent Third Party: Yes
Evaluation Reports
Other: See Evaluation Report for various Design Pressures.
FL27403 RO AE Hampton Rib Wall Panel Secured.pdf
Install per Manufacturer's Details. Not for use in HVHZ Zones.
Created by Independent Third Party: Yes
:
27403.2 Resi•Lap Siding Wall Panel
Rest -Lap Siding Wall Panel over open Framing
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
R 27403 RO 11 Rest -Lao Wall Panel serured.ptif
Approved for use outside HVHZ: Yes
Verified By: Terrence E. Wolfe, P.E. 44923
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +40.0 psf/-37.0 psf
Evaluation Reports
Other: +40.0 psf at 4'-0" o.c -37.0 psf at 4'-0" o.c. Install per
FL27403 RO AE Rest -Lao Wall Panel secured.lIdf
Created by Independent Third Party: Yes
Manufacturer's Details. Not for use In HVHZ Zones.
j 0
contact Us :: 2601 Blair Stone Road, Tallahassee K 32399 Phone: BSOAV-1824
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Under Florida law, email addresses are public retards. If you do not want your a -mail address released In response to a public -records request, do not send electronl,
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Fledda Stututes, elfeedve October 1, 2012, Hennessy Ilmnsed under chapter 455, F.S. must provide the Department with an small address If May have one. The emal
provided may be used for pfndal commueladon with the 8tansee. However email addresses am public retard. If you do not wish W supply a personal address, pleas
provide Me Department weh an small address whldh an be made avaliable to the public To determine If you are a licensee under chapter 455, F.S., please cliel, llCrB
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ema,nt•mmowinmu>pM,rctm.omva wsee.m>.ame.im•rrsc>npWmdon oeew
St. Lucie County
_ FL 3
Ft27402-R1
AppOmtion Type
'Code Version
Revision
2017
PILE
tion�Status
Application
V aOdatelidated
COPY
'. Comments
Archlved
Product Manufacturer
Carports Anywhere
Address/Phone/Email-
10858 S.E. County Road 221
(352)
REVIEWED FOR
6e-1116
bodom@carportsanywhere.mm CODE COMPLIANCE
Authorized Signature
Brendle Odom ST. LUCIE COUNTY
6
bodom@tarportsanywhere.com 1pps9 COUNTY
TechnlW Representative
//��pp��
BOCC
Address/Phone/Finall
Quality Assurance Representative
Address/Phone/Email
Category Structural Components
Subcategory Roof Deck
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Terrence E. Wolfe
the Evaluation Report
Florida License
PE-44923
Quality Assurance Entity
PRI Construction Materials Technologies, LLC.
Quality Assurance Contract Explra8on_ Bate
06/23/2023
Validated. By
Brian Saks, P.E.
Validation Checklist - Hardeopy Received
Certificate of Independence
FL27402 RI COI letter of CertlrcaNnn odf
Referenced Standard and Year (of Standard)
Standard year
ASTM E 1592 2005
FM 4471 1992
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Method 1 Option D
Date Submitted 08/09/2019
Date Validated 08/09/2019
Summary of Products.
FLq
Model, Number or Name
Description
27402.1
Hampton Rib Roof Panel
Hampton Rib Roof Panel over Open Framing
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design pressure: +46.9 psf/-57.3 psf
Other. See evaluation report for various design pressures
Install per Manufacturer's details. Not for use In HVHZ Zones.
Installation Instructions
FL27402 RI 11 Hampton Rib Roof Panel'overooen
framina.odf
Verified By: Terrence E. Wolfe, P.E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
9.274a2 RI AE-Hampton Rib Roof Panel over ooen
framinR.Ddf
Created by Independent Third Party: Yes
under
-M]
I9.tM ul t:76Ut 61eir5Mne ReaE. T. llalneee RlZl99 PMme: mil<n)-faN
Toe Rate Pfrl W ISM M/E81 emp�-Ca Ma007CO M9007-9013e pcf gaMee pcPga Ma:: FstnV StUe ent:: AR!^iEliWSMl TA:: R-U Sl+lemenf
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PM&d Aoemval Menu> Pmdud or Aoel MKd Seg N> Ayopafian Hs[> Appllmtlen Detail
FL # FL27403
Application Type New
Cade Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Carports Anywhere
10858 S.E. County Road 221
Starke, FL
(352)468-1116
bodom@mrportsanywhere.com
Brandle Odom
bodom@carportsanywhere.com
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
B®CC
Structural Components
Structural Wall
Evaluation Report from a Florida Registered Architect or a licensed Florida
Professional Engineer
Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the Terrence E. Wolfe
Evaluation Report
Florida License PE-44923
Quality Assurance Entity PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date 06/13/2023
Validated By Gary Hartman, P.E.
'' Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL27403 RO COI Letter of Certification.odf
Standard
ASTM E 1592
ASTM E 330
Year
2005
2092
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c
Product Approval Method
Date Submitted
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Date Pending FBC Approval
Date Approved
Florida Building Code Online
Method 1 Option D
06/18/2016
06/19/2018
06/27/2018
08/15/2018
a a Propuccs ,
FL# Model, Number or Name
Description
27403.1 Hampton Rib Wall Panel
Hampton Rib Wall Panel over open Framing
Limits of Us
Installation Instructions
or use in HVHZ: No
FL27403 RO R Hampton Rib Wall Panel Secured.0df
Verified By: Terremus E. Wolfe, P.E. 44923
Approved for use outside HVHZ: Yes
Impact Resistant N/A
Created by Independent Third Party: Yes
Design. Pressum:+N/A/-57.3 psf
Evaluation Reports
Other. See Evaluation Report for various Design Pressures.
FL27403 RO AE Hampton Rib Wall PanelSecured.ndf
Created by Independent Third Party: Yes
Install per Manufacturer's Details. Not for use in HVHZ Zones.
i
27403.2 Resi-Lap Siding Wall Panel
Resi-Lap Siding Wall Panel over open Framing
Limits of Use
Installation Instructions
Approved for use in HVHZ.• No
Approved for use outside HVHZ: Yes
FL77403 RO 11 Resi-Lao Wall Panel secured.pelf
Verified By: Terrence E. Wolfe, P.E. 44923
Impact Resistant N/A
Created by Independent Third Party:. Yes
Design Pressure: +40.0 psf/-37.0 psf
Evaluation Reports
Other: +40.0 psf at4'-oa o.e -37.0 psf at 4'-0• o.c. Install per
FL27403 RO AE Resi-Lao Wall Panel secured.prif
Created by Independent Third Party: Yes
Manufacturer's Details. Not for use in HVHZ Zones.
0
on�ct Us :: 2601 alak stone Road. Mflaha,,ae R 32399 Phone: e50-487-1674
The State of nerds is an AA1EE0 employer. Comelght 2007-2Y13 Stam of Hand..:: Pdm, RatL,,t:: 0.vss5%MW Statement:: Refwd Statement
Under Melds law, email addresses an, .but remms. It y.a do not want your e-mail address released In response m a publle-retards request. do not send c ectronb
mailtobus entity. Instead, ountad the uRce by phone or by treadonel mall. If .. have any q sedle0s, please cons 950.497.1395. •pursvanG to SeQian 4S5.275(I
Kerala Statutes, enedlve Onesber 1, 2012, Ilremees ff.e d under Chapter 455, F.S. must prevlde the Department with an emaill address If they have one. The me]
prmtded may be used for afntlal cammuNmaen with the 0censee. However email addresses are putt. raeonL 9... do net wish tb.,,IV a personal address, pleas
provide the Department with an email address wNdr tan be made.[table to the p.bge To detem0ne If you are a licensee widor Chapter 455, FS., please did, htm
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