HomeMy WebLinkAboutProduct Approval; Roof Deck8'11212019 y<.
t: '` Florida Su7ding Code Online,
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Product Approval
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¢h •ra EL# FL27402-R1
-Application Type . Revision''
Cade Version 2017
Application Status Validated "
Comments
Archived.
Product Manufacturer Carports Anywhere: - .
Address/Phone/Small. 10858 S.E. County Road 221
Starke, FL
(352)468-1116
hodom@orportsonywhereicom
Authorized Signature Btandte'Odom
hadam@earpa"rtsahywhere.mm
Technical Representative ;
Address/Phane/Emalf .
Quality' Assurance Representative
Address/Phone/Emall
Category Structural components .
Subcategory Roof Deck
Compliance Method . Evaluatloh-Report from a Florida Reglstered'ArcMtect or a LlcensedFlorida
Prnfesslorial Engineer
Evaluation Report- Hardcopy Received . .
Florida Engineer or Architect Name who developed the Terrence E. Walre
Evaluation Report
Florida License. :PE-44923
Quality Assurance Entity PRI Construction Materials Technologles, LLC;
Quality Assurance Contract Explratlon Date' 06/23/2023
Validated BY Brian )aks;AE. .
Validation Checklist - Hardcopy' Recelved .
Certificate of Independence FL27402 RS COI Lelteraf Certification otif
Referenced Standard and Year (of 5tandard) standard wYear
ASTrd E 1592 2005
FI.14471 1992
Equivalence of Product Standards
Certified By
Sections from the Code - - - -
l
Product Approval Method Method I Option D `
httpsa/wynv.tloiidebuilding.org%pr/pr app dll.aspx?parem wGEVXgwiOquHOE2Ywe%2bOsJNI<RVGZO%2(BUr, {CgmYIHA°/a3d°G3d 112
FL a '
Modal, Number or Name
Description
27402A
Hampt6n Rib Rcof_Panel
Hampton Rib Roof Panel over Open Framing
Limits of Use
rnstailation Instructions
Approved for use in HVHZ.. No
Approved for use outside HVHZ: Yes-
' FL77407 RC W Hamptan Rib Roof Panel over aoe0
ftamin A F
Impact Resistant: N/A
Design Pressure:'+46.9, psi/-SM psf ,..
Other.'5ee evaluation report for various design pressures
installpe(Manufacturer's details.. Notfor use,inHVHZZones.
.
Verified By: Terrence E. Wolfe, P.E. 44923
Created byTndependentThird,Party: Yes'
Evaluation Reparts
FL77407.'RIAEHampton Rib Roof Panel overot}�le,.
fr�mLn9.Rdf
Created by Independent Third Party: Yes
rAM411c:: 7.601 (Trarr'Stm,e Raid. nVah-iMi FI. 37399 FS—: 050.417--197A
.. The State afFfoddo is an AAIEEO employee fnmrlaht 70n7-70175mtn n(flortda.:: 9rlww5tatcment:: Aanldhlllty Statement;: Pefund Statement ..
Under Florida lfw,bmall addrEsse5 are putille records. It you do nctrrantyaur a -mall add= refeased In responsetoo public. otdrrequest, do notsend electmnie
.. mail to this entity. Instead. contact the alfice by phone or byuadltional mall, Ifyou have any question, please contact a50.da7.1395.-pursuant to Section 455.27S(1), -
Fladdo Statutes, ef(mUv. October 1, 2012, licensees acnasnd undwChapter45S, F.S. must provide the Department with on. email address If they have one. The omalis
prevlddd may be used for official mmmunicaUan with the Pcenso. Flow— emall addresses are public record. Ifyou do not wish to supply a paronal address, please
prtMdetha Dapartmentvdthancma11 address which can bemade asallabletothe pubueTo daterminnlryauamallcenseeunduChapter455,FS.,plcasocltrkh"re-' .. .
.. .• .. .. .. .• .. ... PmduaADDravnl Accepts: .�. .. ..
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''Credit Card
safe...
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•
..
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Foxce Engineering 8-- Testing Tnc.
.. .. .. .. .. _
:. 29530 X11mblMood Drive
- .. .. ..
..• FIumble,TX7733g.. .. .. .. .. .. ...
Compliance Statement:
The product as described in: this report has, demonstrated, compliance with the
Florida Building Code 2017; Sections 1504.3.2,1504.7.
Product Description: -
Hampton Rib 26 Ga. and 29 Ga..Steel Roof Panel, 36" Wide, through fastened .
structural roof panel. Structural Application:
Panel Material%Standards: .. ,
. Material;
26 Ga. Steel, ASTM A792 or ASTM A653 GO Grade 50
29 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 80 ..
Conforming to Florida Building Code 2017 Section' IS07.4.3.. Optlanal paintfinish.
Corrosion Resistance: Panel Material shall comply with Florida Building Code
.2017, Section. 1507.4.3. ... .
Panel Dimension(s)::
Thickness: 26 Ga.' 0.0185" min.: order thickness '
29 Ga.:0.0142" min. order thickness
Width: 36" maximum coverage...
Rib Height- Y.."ma- jorribat9"O.C.
Panel Rollformer: MRS Metal RolifarmingSystems
Panel,Fastener:
#12-14 x.34" HWH 5093 with 14mm neoprene handed washing or approved -
-equal. .
Corrosion Resistance: Per Florida Building Code 201.7, Section 1507.4.4.
Substrate Description:
Minimum 14 Ga. (Grade 50) Steel framing, Minimum 16 Ga. (Grade 50) Steel
framing, or.Minimtim IS Ga. (Grade 501 Steel'framing. See Table A & B for steel
gauge: Framing must be designed in accordance w/ Florida Building Code 2017:'
Allowable Design Pressures:
.. ..
•. Table V' Zr Ga. Hampton nib Roof Panci
Maximum bcsign Pressure:
-57.3 psf
- - -72.9 psf
-67.7 psi
+46.9 psi
- +54.7 psf -
Paneltaste nor Patio rn:
Z4-2-1,
2-1-2-1
2-1-2-1
2-1-2-1
2.1-2-1
Panel Span:
5'-o""04
4'-0" 0.6
4'-0" O.C.
5'-0" O.C.
4'-0" O.C.
Substrate::
Min.14 Ga.
' Steel Framing
Min.14 Ga.
Steel Framing..
Min.18 Ga.
Steel Framing.
Min.18 Go.
Steel Framing .'.
Min. Is Ga:
' Steel Framina.'
Mailmum Design Pressure:
-57.3 psf
-ISO 9 psE
439.0 psf, '
+143.1 psf
Fastener Pattern:_
6"-3"-fi"-3"•6"-3"•6"
6'a'-6'3"-6"-3"-6"
6'•3'-6'3'-63"-6'
6'-3"-6"-3"-6"-3"-6"
Fasteder5padng:
4'-a" O.C., .
2'-0' D.C.
4'-W O.C.
'2'-D° o,c•
Substrate:
Mln.16 Ga.'
Steel Framing
Min:16 Ga..
Steel Framing
Min515Ga.
Steel Framing
Min.16 Ga.
Steel Friminc
'Design PressureIncludes a$afetyFactor=LO..
.... Cade Compliance:
The product described herein has demonstrated compllance'with
the Florida Building Cade 2017, Section 1504.3.2,,1504:7:
Evaluation Report Scope:
The product evaluation. is limited to compliance with the structural wind load .
requirements of the Flarlda Building Code 201I, as relates to Rule 61GZ0-3:
' Perfarmance Standards:
The pra4uct desert bed herein has demonstrated compliance with:
ASTM E 1S92-05 (2012) Test method for structural performance of
sheet metal roof and siding systems by uniform static air pressure.
difference .
-
FM4471-92- Foot Traffic ResistanceTest
Reference Data:
1. ASTM E 1592-05 (2012)Test
Force Engineering &Testing, Inc. (FBC Organiiation 4 TSi 5328)
Repast No. 667-0060i-18A-E, 667-0O61T-18A-0
i ' FM 4471-16, Section 4.4 Fooffrafiic Resistance Test . .
Force Engineering & Testing, Inc (FBC Organization itTST-5328)
Report No.'667-006OT-18F, 667-0061T-18E. .
3. Certificate of independence '
0y Terrence E' Wolfe, P.E. (No.44923) @ Force Engineering & Testing, Inc.
(FBC Organization N ANE 10:1920)
.Test Standard Equivalency:
The FM4471-10,FootTraffic Resistance teststandardisequivalent to.
FM 441 92.
Quality Assurance Entity:
The manufacturer has established compllance of roof panel products in
accordance with the Florida Building Code and• Rule 61G20-3.005 (3) for
tt l l I
CEiy9.F�
t!�
No. 449
STATE OF
i AZORIp9' 41 - "
IZ# 27402.1 RI
August 8, 2019
Force Engineering & Testing
. .' ..
10530 Mmlb1cwOod Drive .
.. .. .
.. .. - .. - ..
11umbIc,=77330'_ - .. .. ..
manufacturing under a quality assurance program audited by an approved ....
quality assurance entity.
Minimum Slope,Range:
Minimum Slope shall camplywith Florida Building Code 2017; including Section
'1507.4.2 and In accordancewith.Manufacturers recommendations. For slopes
less than 3:12, lap sealant must be used in the panel side laps.
Installatian; ,:
• manufacturer's recommended details:
install per
Insulation:
Manufacturers approved product (Optional) .
Roof Panel Fire Classification:
Fire classification is not part of this acceptance.
Shear Diaphragm:
Shear diaphragm'vaiues are outside the scope of this report.
Design Procedure:
Based on the dimensions of the structure, appropriate wind loads are •.
determined using Chapter 16 of die Florida eullding Cade 2017 for roof cladding
wind loads. These componentwind loads for roof cladding are comparede to th
allowable pressure listed above. The design professional shall select the
appropriate erectian details to reference In his drawings for proper fastener
attachment to his structure and analyze the panel fasteners far pullout and
pullover. Support framing must he in compliance with Florida Building Code 2017
Chapter 22 for steel, and Chapter 16 forstructu'ral loading:
+►ttt�_uttr
` Eks
Na,44
..
.. r.,a. STATE OF : C
vS
FI.1# 2740m Itl
August 8, 2019 .
• J112-1 , c 3/4" IIVYI1 503. VI/ 14MM OONOEO NEOPRENE WASHER
6lptaa1F1,1tdR --
.. .. .. C.OA. ..
• .. t7 A3'lT0 .
-iF
' .No. 44933
STATE 6F
Rl�.
..
August 8,,2019 .
.912012016
Florida Building Code Online .
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FL-
FL27403
, _ . Application Type
New .'.
Code.Verslon
2017
Application Status
Approved
Comments
Archived'
Product .Man ufacturer
Carports Anywhere
Address/Phone/Emall
10858 S.E. CountyRoad 221
Starke; FL
r (352) 468-1116
Ogdom@carportsaRywhere.com
Authorized Signature
Brandle Odom
bodom@carportsanywhere.com
Technical Representative'
Address/Phone/Emall
Quality Assurance Representative
Address/Phone/Email
Category
Structural Componentr '
Subcategory
Structural Wall
Compliance Method
Evaluation Report from a'Fiorida Registered Architect ora U6ensed Florid)
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
PRlConstrvdion Materials Technalagles, LLC
Quality' Assurance Contract Espiratlon Date
06113/2023
Validated By
Gary Hartman,.P.E. _
Validation Checklist - Hardcopy Received
Certificate of Indep endence
FL27403 RO COI Letter of Certification.otlf
Referenced Standard and Year of Standard
. ( )
Standard �� � .. Year
ASTM E 1592 20os
ASTM E 330 . 2002
Equivalence of Product Standard's
Certified By
Sectlons from the Code
hfps:11twtx0addabuilding.org)prJpr app dll.aspx7parem=wGEVXQwtDquHOE2Ywe%26OsAuSaRIO%2r;Njtdto0l..C%2f%2bLVgBRAA3xj6YAa%3da/.3d. 112 „
FL i6
Model, Number or Name
Description
27403:Y
Hampton Rib -Wall pane(
Hampton Rib Wall Panel over dpenFraming'
Limits of Us
Installation Instructions
�App for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A ..
FL27403 RO IT Hainptnn Rib Wall Panel Secured:Qdf "
Verified By: Terrance E. Wolfe, P.E. 44923
Created by Independent Third Party: Yes
Design Pressure: +N/A/-57.3 psf
Evaluation Reports
OtbenSee Evaluation Report far.'var(ous Deslgn.Pressures..'.
FL27403 RO AE Hampton Rib Wall Panel Secured.ndf
Created by independent Third Party: Yes
install per.Manufacturces Details. Not for useIn HVHZ Zones..
t
27403.2 : Resi-Cap Siding Wall, Panel
Rest -Lap Siding Wall Panel.over open Framing
Limits of Use
Installation Instructions ".
Approved for use in HVHZ: Na `' ..
FL27403 R0' if Rexi-G7p Wall Panel secored.pd
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" a- c. Install per
FL27403 RO AE Res! -Lap Wall Panel secured.pdF
.
Created by Independent Third, Party: Yes
Manufacturer's Details. Not, for use.(n HVHZ.2ones. '_.
.. .. ContortM 2991 elafr stone Road. TbIWhassee Ft. 323"Phenr; M-4117-11124 ''
The State of Fiodda Iran ANEW employee fyopyrlght 2aa7-2at3 5ratc of Florida.:: P va Statement:: At[assrblRtV Statement:: gerund Statement
Under Rbdda law,'ernalraddmi= iim publle records. If you do not want your a -mill address released In respanse to a pubuo-records mqueit, do not send clectmnh
mall to this entity, Instead, contact the aInca by phone'or by IradNonal mall. if you have any questlons, please contact 05a.407,139S. •Pursuant to Section 455.275(1 -
Flaridb Statutes, effective October 1, 2012, Ildensces licensed under Chapter 455; F.S. must proviso the Department with an email addrads 11 they have one. The -
.... provided may be used foraf0dal communication with the Ilcenseo, Hawcvecemall addresses arc public record. Vyou do notwtsh to supply a personal address, picas
provide the Department with an email address which can be mada'available to the pubtle. To determine If you are a licensee under Chapter 455, FS., please dick h= '
Product Approval Accepts:. . .
Cridii Cara
:. Safe.
Mips.Iiwxnvfortdabuilding.org/prlpr app dtl,aspx7param=wGEVXQtvtDquHOE2Ywe%a2bOsAuStiR1O%a2fsNfldta6(C%2N/a2bLV96RAA3xJ6YAa/o3d%3d. 212
1
Force Eno nc nng Ec Testing Inc.
t9530IIamtilcsvond Drlvc
.. .. .. .. - ... ..' Hi Mbl.=773311 .. ... " .. .. . .
Compliance Statement The product as described in this report has demonstrated compl-lance with the `
Florida Building Code 2017,.Sections 1709.2.
Produd Description: Hampton Rib 26 Ga. and 29. Ga- Steel Wall Panel,, 36' Wide, through fastened .
structural wall panel, Structural Application.
Panel Material/Standards: Material:
26 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 50
29 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 80 .
-
'Conforming to Fiorida'Building Code 2017 Section 1405.2.
PanelDimenslon(s):' Thickness: 26 Ga.: U185" min. order thickness
29 Ga.:0,0142" min. order thickness
Width' .. 36".maximum coverage
Rib Height: Y..""major rib at 9" QC
" Panel Rolifarmer. MRS Metal Rollforming Systems
Panel Fastener: 1112-14 x Y.." HWH SDO4 with 14mm neoprene bonded washing or approved
....
equal.
Corrosion Resistance: Per Flprida'Building code 2017.
Substrate Description: Minimum 14 Ga. (Grade Sal Steel framing, Minimum 16 Ga. (Grade SO) Steel
' framing, or Minimum:l8 Ga. (Grade 50) Steel. framing. See Table A & B for steel , •
gauge. Framing must he designed in accordance w/ Florida Building Code 2017:
Allowable Design Pressures:'
.. Table "A" 26 Go.Hampton Rib Wall Panel . .
Maximum Ociign Pressure:
-0.3 psi
' -77:9 psi
-67.7 psi
+46.9 PSI`
'+5413 psf
Panel Fastener Pattern:
2-14-1.
2.1-2-1 .
2-1-2-1
2-1-I-1
I-1-24
Panel Span: ,
5'-0" O.C-
. 4'•0" O.C. _
4'-0" O.C,
.' 514" O.C.
. 4'-e O.C.
Substrate: -
Min.14 Go. •
' Steel Framing .
Min.14 Ga.
Steel'Framibg..
Min.14 G!:
Steel Framing
Min.19 Ga:
' Steel Framing
Min.18 Ga..
SteelFraming
Maximum Design Pressure.;..
-57.9.psf -'
-1509 psf
434.0 psf'
A411psf
Fastener Pattern:
.6„_3,•-6"-3'%6"•3"-6"
6'-3"-fi"-3"-6"-3"-6"'
6"-3"-6"-3".6"3"-6•
' 6-T,-6"d'•-6"_3.•-fig.
'FastenerSpacing: '-
4'-0'O.0 -
2'-01O.C.
!i'•0"O.0
'P-o"O.0 '
.. :- Design Pressure Indudes a Safety Factor=2.0..
Cade.Campliance:
The productdescribed herein has demonstrated_ compliance with.
The Florida:euilding Code 2017, Section 1709.2:
Evaluation Report Scope:
'The product evaluation is limited to compliance with the structural wind load .... .
requirements of the Florida Building Code 2017, as relates to. Rule 61G20-3. .
Performance Standards:The
product described herein has demonstrafed compliance with-
° ASTIVI E 1592-05 (2012)7est method for structural performance of
sheet metal roof and siding systems by uniform static air pressure ..
difference ,
Reference Data:
1.. ASTM E 1592-05 (2012)7est . :.
Force Engineering &Testing,, Inc. (FBGOrganization MIST-5328)
ReportN0. 667-006oT-1BA-E,,657-0061T--18A-D
.2. Certificate of• Independence. ,
By Terrence E. Wolfe, P.E. (No.44923)'@'Force Engineering & Testing, Inc: '
(FBCOrganiiation ftANE10:.1920)
Quality Assurance Entity: , ,
The manufacturer has established compliance of roof pane[ products in.
accordance with the Florida Building Code and Rule 61G20-3.005(3) for ;
manufacturing under a quality assurance program audited by an approved .
qualityassuranceentity.
installation:
... Install per manufacturer's recommended details.
Insulation:
Manufacturer's approved product (Optional)
Panel Fire Classificatioh:
Fire classification is not part of this acceptance:
'C E N S
NO.
�0A,
li-
•
a STATE OF
AZ ORI9A 4'%
cDnm
um, 4
y1r/tHQ.uti
FL# 27403.1
3/30/2018 Florida Building Code Online.
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Otis Hare ! Lao rq iL-a rtgw6 ai(an I Hatrapla i Subml.Sumharga StaL,&Fam PubUcagen; ., FSCStaft•,I•.'eas site Flap •;.'--Unts.., Search 1. . .
yyllnritla.•.. .. ...
Prat3uciApproval
Pubite User _ .
P,nau�ngPmval uenu>Prnxiutnr Aanlfenllnn Snnrch>Qpjtilatlnn l.I+ta APPllearloq Oatall- . . .
FIL t? - FL17996-RI
AppIlaGon Ty,
Pe . AfflrrtlaUan
Code Version 2017
Application Status Approved
"Comments _ _ .. ...
Archived . .
Product Manufacturer .. Elixir Door and Metal Company
Address/Phone/Small ' 1215 Pope Drive .
bouglas,.GA 31533 . .
(912)493-2215
'ryarberry@clixirdrnc,cam
Authorized Signature Randall Yarborry ...
ryarberty@eaxirdmc.cam .
Technical Representative PTC Product Design Group
.. Address/Phone/Small' PO Boat 520775
Longwood, FL32752
(321) 690-1789
Info@ptc-corp.cam .. .
Quality Assurance Representative
Address/Phone/Small
Category Exterior Doors'
Subcategory, Swinging Exterior Door,Assemblies
- - Compflance.tdethod Cartincatlan Mark or Usting: ... . .
CertlRcatlon Agency Amerlcan.Archltecturel ManuFacturcrs.Associatlon
Valldated By American Architectural ManuFacturars Association
Referenced Standard and Year(of5tandardj standard . Year
... ASTM E330 ' .. , 2002
Equivalence of Product standards .
Certified By.
" • • Iaflirm that there are no changes in the new Ftarida Building.
Code 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
FLb7996 R1 COC Affiicz atfnn FL17996 410-006 ss.pdF
hltpsaAv.Snvtl0ridatiuilding,orgfpr/pr app dll.aspx7patam=wGEVXQtvIDquTluhTgit2%a2bd3R%alb%2bNM ZfatidsgRCIaMU5''ZbfRDgsg3ZdGjXlty%3d%3d
01PI
FL 41,
f4adefr Number dr Plame
Description '
17996.1
Series 202-ZOS Steel Door
Series 202-205 SteeI:O.S. Door :v/ Vertical Slider Window. '
Umits of Use
Approved for use in HVHZ: No -
Approved for use outside HVHZ: Yes ..
.Impact Resistant: No. ..
Design pressure: +30/-30 '
Oifler
Certification Agency Certifipte .
FLt799f Ri C Y,AC FXR ;in. KIS Vcricai Slider ASM F.330
lup ss;adE
Quality Assurance Contract Expiration Date
12/03/2018
Installation Instructions
FL17996 R1 Ir ELIX003411evA Seres 7-a7--205 SS.ndF
Vedfled By: Robert J. Amorusa, PE FL PE No. 497521
Created by Independent Third Party: Yes
Evaluation Reports '
F1,171196 ill Ar= PFR T642 Riyi3 415•n7n5 sg,fla .
Created by Independent Third Party: Yes
1.7996.2
Series 230 W9 Steel Door' •
Serles•230 W9 Steel.O.S. Door v)/ Coftago Window' .
Limits Uso .
Approved for use In HVHZ:'No
Approved for use outside HV`HZ:.Yes
Impactfiasistant: No -
Design Pressure: +30/-30
Other:
Certification Agency Certificate
Fi;17996 CAC' FXR 7.3111 w9 Cnttagr•. ASTM E330' •.
p uas ct
Quality Assurance Contract Expiration Date '
12/03/2018
In Instructions
•
F1.17996 R1, IT ELTX0033 Rev A Series 230 W9 SS.odF,
Nerifed Sy: Robert I Amoroso, PE FL PE No. 49752
'Created by Independent Third Party: Yes
Evaluation Reports
Fj.jZqqi; it, AE PFR 1647. Rev3 tt5•n705 sepi1F
Created by Independent Third Party: Yes '
17996.3 :
Series 40Z-14
Vinyl Steel Out -Swinging RegulaPDoor- 14"x14" Window
Limits aP Use
Approved for use in HVHZ: Na
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +40/,40.
Other: .. .. _
Certification Agency Certificate
F147996 R2 C, raC FXR 407" 11 e3lq plgkL U
Quality Assurance Contract Expiration Date
09/14/2020
Installation Instructions
FL17996 Ri lT ELIXOOSO REV -A a5 MODEL 402-14 ss.odF
Verified By: Robert a: Amorusa,,PE FL PE No. 49752
Created by Independent Third Party: -Yes -
.. .. ..
Evaluation Reports _ ..
FL17996 RI AE PER 195t. fiavta:41S-07nS.'ss.prif.-
Created by Independent -Third Party: Yes -
17996:4
Series 402-20S
Vinyl Steel Out=swinging Regular Door - 20" slider window
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant. No
Design pressure: +40/-45
Other:
Certification Agency Certificate
FL1799C, ilt C CAC EXR 402-205 MTp rq5 d
Quality. Assurance Contract Expiration Data
.09/14 2020
Installation Instructions
FI-17996 RI TT F.I.TX0051 REV=A OS MODEL 402-205 a5
VedBed By:'Robert J. Amoruso; PE FL PE No. 49752 • .
Created by Independent Third Party: Yes'
.. .. ..
Evaluation Reports
-
FL17996 R1 AE PER 1951 Revra 4Y5-n70S'ss.RdP.
Created by independentThlyd Party: Yes
17996.5 Series 407
Vinyl Steel'Out=swinging Regular Door- Blank (no.wlndc.M)
Limits of use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes ..
Impact Resistant: No
Design Pressure. +40/-45 •' -
Other:
Certification Agency Certificate
FL77996 R1 C CAr FYR 107 E330 IZ1Vs a
quality Assurance Contract Expiration Date
09/14/2020
Installation Instructions
FL17996 R1 IT ELIa0052 REV-A'OS MODEL407 ss:odf
Verified' By: Robert I Ar iorusa, PE:FL PE No. 49752
Created by Independent -third Party: Yes
Evaluation Reports
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3/30/2018 Florida Building Cade Online,. .
F1.17996 Rl-AE PFR 1951 ReV1a4t5d170.5 s4.V
Created by Independent Third Party: Yes "
17996-6
Series 430 W9
Vinyl Steel Out sviinging Regular Door - 9-Cite Window (1'S" x
3W)
Limits of Use
Approved far use in HVHZ: Nd
Approved for use outside HVHZ; Yes
Impact Resistants fig
Design Pressure: +33/-40 . -
Other.
Certification Agency Certificate
FL17996 Ri C CAC. cum 43a-W9 C-330 hlys5.ptff
quallb/ Assurance Contract Expiration Date "
09/14/2020
Installation Instructions .
F1.17995 RLSf-F:br:0053REV-AOSM1'OOK430-W9 cs.pdj'
Verified By: Robert 1. Amorusa, PE FL PE No, 49752
Created by Independent Third Party: Yes .
Evaluation Reports
FL17996 R1 AE PER•195i Revia 415-0705 ss.pdF
Created by Independent -Third Party: Yes .
17996.7 _
Series 640g W9 Cottage
Series 6400-W9 Non -Impact raswing.Painted Steel Oeor
"
vilstarnl 000'
Limits o'r Use
' Approved far'rrse in HVHZ: No
Approved for use outside HVHZ:.Yes
Impact Resistant No
Design Pressure: +66/-56
Other. " '
Certification Agency Cer3fieate
: F1,17996Al C CAC Ei:R 6400 E330 olusS.gdF
quality Assurance Contract Expiration Date
09/1612019 .
Installation Instructions
. F1.1799G Ri If Ff• w ;c,, Rev -A r5. mnOFL 640n-LU9 @!RH
STORM DOOR
Verified By: Robert 1. Amoroso, PE;FL PE No. 497SZ
..
-Created by Independent Third Party: Yes
Evaluation Reports -
..
-1117995 R1 Ae PFR 1954 Rev2 415_-0705 ss.Rrf
Created by IndependentThird.Party: Yes
17996.8
Series 7500 Oval ' .
Serles 7500 Non -Impact Inswing Vinyl Laminated Steel Door
W/Adjustable Threshold.
Limits of Use
Approved for use in HVHZ:.No
Approved for use outside HVHZ: Yes
Impact Resistant; No
DestgnPressbre:+34/-50. • •.
Other:
Certification Agency Certificate
L•Lt7gg6 Rt C V%C. F_R 7500 Oval 7t idlustable thrirshold
F310 n�u, cS.ndF
Quallbj.Assurance Contract �rpiratian Date
.09/17fZ019
Installation Instructions
"
FI.17n96 RI ' Ii El MIM.1; RP4-A i5 momf. 750n OVAL 71. '
ty�gjZnLSr�Bir=Ti-iRFFSHr11,,Q cs.ndF
... ' .
'Verified By: Robert]. Amoroso, PE FL PE Na. 49752
Created by IndependentThird Party: Yes :.
Evaluation Reports ..
Fl 17996 RI AE PER I955 Rpv7 415S17(j5 ss.jid .
Created by IndependentThlyd Party: Yes
17996:9
Series 7S00 Oval
Series 7S00 Nan -impact Inswing Vinyl Laminated'Steel Door
w/Stbrm'Docrand PVC lambs
Limits of Use
Approved for use in HVHZ: No
Appraved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +$0/-SO' "
. Other: .. .. -
Certification Agency Certificate '
FL1794¢�PjI C CAC SM 75n0 Ova 0�r IW3 pdf
Quality Assurance contract Expiration Data
Installation Instructions
,_. .
F1,17996 R7 IT FLIXG(150 Rev -A is •1Dr,L R7500
OVAI YIMI sMiti-1 nnnR se.jld • '
..
: Verified By: Robert3. Amowo; PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
-FL1799G RI AF. Pr?R t955'Rav7. 415-0765 4s.pdF .
Created by Independent Third Party:. Yes
17996,10 ;
Series 8400 W9 Cottage
Series.B400-Wg Non -Impact Oval Iriswing.Vlnyl Laminated
Steel Doarw/Storm Door
Llmits.of.Use
Approved for use in HVHZ: No
Approved for use .outside HVH2: Yes "
Impact Resistanh No
Design Pressure: +50/-50•
Other:-'117946
CertifjcationAgency Certificate
F1.17596 RI c CAC P.M 840n F330 olus5•nrlf
quality Assurance Contract Expiration Date. .
09/16/2019
Installation Instructions
RI it ELF OnS7 Rey IS MODFC R40n-W9DVAt,
WITH STORM ODOR ss,pdF .. .
Verified By: Robert]. Amoroso, PE FL PE No. 49752
Created by Independent Third Party; Yes
-
Evaluation Reports
FL17996 RI' AE TER 195,1 MeU, 415-0705 ss:ndF
Created by Independent Third Party: Yes
httosJh vW.floridabuilding.otglpr/pr_app dti.aspx?param=wGEVXovdD4UTIUhTgK2%2bd3R%2b5l. bN%2farjtkgRGIoNIU%2biRDgsg3ZdGJXlw%3d.%3d
3/3912018 _ . Florida Building Cade Online,
1799fi31 .
Series 90oo
Series 9000 Nan -impact Insv. ing'Vlnyl Laminated Steel Door
vi/storrtl Door
Limits ai' Use
'approved roruse inHVHZ: No _
Approved for use outside. HVHZ: Yes
Impact Resistant: No'
Certification Agency Certificate
FL17996 Ri C CAC E:R 9000 50 E330 nlus5.rdf.
Quality Assurance ContractE piration Date
. 09/16/2019
Design Pressure: +50/-50
Other: ..
Installation Instructions'
FI.17996 RI di' El.jxCn53 Rev -A 15 RLAN1C 9000 ODOR 91. "
STORM DOOR cr.rdF
Veriried 8 y.•.Robertl. Amoroso; PE FLPE No. 49752
Created by lndependent'ThIrd Party: yes
£valuation Reports
FL17996 RL AF PER [954 Rev? 415-0705 52,pdF,
Created by IndependentThfrelParty: Yes
1799G.12
Series 9400 Cottage .
Series 940b-'VJ9 Non -Impact Inswing•Vinyl Laminated Steel '
Door wlStorm Door
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design pressure: +50/-50.
Other: '. ..
•
Certification Agency Certificate
F1 1799e R1. C rAc- F.f.1Z 94nn F33n phis' .ndf . .
Quality Assurance Contract Expiration Date
09/16/2019
Installation Instructions
RA7996 Ri ff Ff.1'�C054'Rev-A iS f4Q0EL 9400-4/9 .
COTTAGE YJ STORM DOOR ss,ndF .. . .
- .. .. .. -.
Verified By: Roberti. Amoroso; PE FL PE No. 49752
Created by Independent Thid-Party: Yes .
Evaluation Reports
F1.17996 RI AF PFR 195r- Rev? 4 1—i 0705 aa.odF .
.Created by Independent Third Party: Yes
17996.13
Series AFIFMI ..
Series AFIF7N Nan -Impact IS. Fiberglass•Ccer
Limits, of Use
Approved for use. in HVHZ: No •
Approved for use outside HVHZ: Yes
Impact Resistant: Pio,
Design Pressure: +38/-30
Other:
Certification Agency Certlfl -
FU.7996- R1 C CAC rnR AF[F7N E330 phir%ii
Quality Assurance Contract Expiration Date
09/14/2019 .
Installation Instructions
FL17996 Ri tt E1.6:ng4n ARF7N-7F[r-7N Reva SS:rdP '
Verllied By: Robert 1. Amoroso, PE'FL PE No. 49752' '
.
Created by Independent Third Party:: Yes
Evaluation Reports
•
E1:17995 R1 �AF� R 1957 Rev? 415-0705 ss.pr�Q
Created by IndependentThird.Party: Yes'
17996.14
Series AFOF7N
Series AFOFm 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: +38/-38 .
Other: - , _ _ -
Certification Agency Certificate
F1.17995 RI "C CAC MM MOM F330 nhis5.pdF
Quality Assurance Contract cpiration Rate
09/14/2019 .
Installation Instructions.
pl•1799G RI TI.ELr'On47 AF8F7N:81TOM Ro6A ss.nrl[ "
Verified By: RobertJ: Amoroso, PE FL PE No.497SZ
Created by Independent Third party: Yes
Evaluation• Reports
F1.179gr, R1 AR PFR 19.57 ReO, 41S-0765 ss.pdf
Createdby Independent Third Party: Yes
17996.15
Series AV1F7N
Series AVIF7N Non -Impact IS Steel Door.
Limits or Use -
Approved for use in HVHZ: No
Approved:for use outside HVHZ: Yes
Impact Resistant: No ' '
Design Pressure: +25/-25
Other: - .
Certification Agency Certificate
p.t799G RL� CAC r:R AVIF�N r- �32sq�p�f '
Quallbl Assurance Contract. Expiration Data
04/05/2020
Installation Instructions
F417g96 R1 i[i:[1:On4: aVIF7N-8VIF7N RevA ss.ndf
Verified By: Robert J. Amonrso, PE FL PE Na. 49752 .
Created, by Independent Third Party: Yes" "
" -
Evaluation Reports - -
FLL7996 RI AE PER 1953 ReV2 4I5-0705-ss.pdf '
Created by Independent Third Party: Yes
17996.16 .
Series. AVOF7N
Series AVOF7N Nan -Impact OS Steel Doors • ,
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design -Pressure: +21/=21.
Other: • -
Certification Agency Certificate
FL77996_ Rl C CAC F;:R aVOF7N M30 olus5.ndf.
Quality Assurance Contract Expiration Date . .
04/06/2020
Installation Instructions
FL17996 R3 II-E=0048'AVOF7N-BVOF7P1' RevA n ptl '
Verified By: RobertJ. Amoroso, PE FL PE No. 49752 "
Created by Independent Third Party: Yes
hltpsahvswifldridabuiiding.arglprlpr app do.aspx7pnram=wGEVXQvitDquTluhTgl(2%,2btl3R%2b%2bN%a2BfOsgRCIoMU°/a2bfROgsg3ZdGjXlty%aid°/a3d
3/30/2018 ;Florida 9uifdfi9 Cade Online
a . Evaluation Reports
FI1 9. 7 96 Rf AE PFR'19.53 Rev? 41.5•n7n5 ss.aff
Created by independertThird Party: Yes'
17996:17 . Series BFiMI"
Series BFLF7N Non -Impact IS Fiberglass Door ..
Limits of Use
Cartlfication Agency Certifi.', cate
Approded for use in liMi: No.
Approved for use autside iiVHZ: Yes
FL17996 Rl C GJC O(R BFEF7f4 E330 plus .df . . .
quality Assurance Contract Expiration Date
Impact Resistant, Tla
Design Pressure: +391/ 30.
09/15/2019
Installation Instructions '
Other:.' ... ....
:F1.E7996 R1 It-EIJX0040AFtr-7N-BFlF7N RevA SS,ndf
Verified By: Robert 1. Amaruso, PE FL PE No. 49752
Created by'tndependenahlyd Party: Yes '
Evaluation Reports
FL17995 R1 AE PFR 1952 Rev? 415-0705 ss.pdF
Created by Independent Third Party: Yes
17996.IEi
Series 8FIF75
Series BFIRS Non -Impact IS Fiberglass French Door ' • '
Limits of Use
Cartff cation Agency Certificate
Approyed.for use ln'HVHZ Na
Approved for use outsldc'HVHZ: Yes ..
Impact Resistant; No .'
Design Pressure: +38/-30 .
FL37996 R1 C CAC et. BFI"S E330 n ns5 df
Quality F-surance Contract Eupiration Data . .
09/1S/2019 .. .
Installation Instructions
FL17996 RI II ELI-0046 BF1F7S ReVA rmpdf . .
Verified ey: Robert J. Amoruso, PE FL PE No, 49752
Created by MdependentThird Part•/: Yes .
Evaluation Reports
•
F_1,17996 Rl A_r— PER 25? Rev2 4/ 9-0705 av df .
Created by independentThird Party; Yes
17996:19 .
Serieg ESFOF7N' '
Series BFOF7N Non -Impact OS' Fiberglass Door.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVL42: Yes
Impact Resistant: No
Certification Agency Cartificatc',
:FL17996 RI C CAC. EXR BFarm E330 alusS.ptl
quallty Assurance Contract Expiration Date '
04/O6/2020
Design Pressure: t30/-30 .,
Other:
Installation Instructions
FL17996 R1. ti >ilJaILO_]. AFOF7N-BFOF7N RevA-ss.pdP '
Verined By: Robert J. Amoruso, PE FL PE No. 4975Z . .
Created by IndependentThled Party: Yes
Evaluation Reports
..
.F) 71_99fi It AE PFR L95? R�L7, a15-n7Q$ Sg•
'Created by IndependentThlyd Party: Yes
17996.20 "
Series BVI635,
Series BVI635 Non-ImpacESingla Idswing D'oorw/Flied Me
-
-
Insert and Outswing,St6rm Door '
Limits of Use .. ..
Approved for use in HVHZ: No
Certification Agency Certificate
FI:L7996 RI C CAC PR BVf63S i_330 nlus5.ndf .
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure.- +651-65
quality Assurance Contract Expiration Date
' 12117/2021 ,
Installation Instructions
Other:
FL11995 Rl II ELiX0001 135VE635 RevA sq,aar
'Verified By: Robert 1. Amoruso,-PE FL PE No. 49752
Created by independentThird Party: Yes
Evaluation Reports
-
F1.17995 R1 AE PER ?,14 v2 41S-6765 madf
Created by IndependentThird Party:,Yes'
. Go to. Page... \1j. : . ' :.C3 $? Pegc 1 / 2 . .
•c..n0l19::76a10WIr5t... Road. Tllahacsea Ft.37399 Phone: 050.1W-1024-
. The State erFledda W an AnlEEO cmplayer. KW. ht 7on7-2013 State of Ftodda.:: Priycy Statement:: n—,,IbR;ty Statement:: Refund Statement .
Under Florida Wvr, :mall addresses arc public meards. If you do not want your e,inall address released In response to a publle•records request, do.not send electranle
mail to this enlity. Instead, contact Iha of0ca byphone arby, traditional mail. If you have any questions, pleas. contact 950.407.1395. IF.mant to Steven
.. 455.275(I), Fladdo Statvtcs,'eaedive October 1, Z012, license= licensed Under Chaptcr455, F.S. must provide tho D.pwtmmttvlth an:mall address If they have
ene.-The:mall, pmid.d may be used faroffidal communication with the licensee. How vcremall addresses ate puollcmi,ard. If you do netwlsh to supply a personal -
addmr, pleam provide the Department with an emalf addrdsa which can befnadc avallable to the pbb0c To determin.lrydu area 0consce under Chapter455, F.S.,
:. .. :. :.
.. .. pleaseallk)>=. .. .. .. .
. Product Approval Accapts: .. . . .
a o o
https://tvvnuloddab6ilding.orglpr[pr Opp_dtl.aspxTparani=wGEVXQYADquTluhTgK2%2bd3R%2b%2bN%2f8QOs9RGIONiU%a2bfROgsg3ZdGJXIw%3d%o3d
-
-
K
,.
GENERAL IMES! _
-
INSTALUITONNOTES:
-
- - -
1• THE PROOUCTANCHORAGE SHOWNHEREUI 15 DESIGNED
I.UI AREAS WHEREWUDSORNEOEORIS PROTECTICTI
1.CN'c(1)RISTALLATIONAUCHOR IS REOUIREO AT EACH
'.
.S.&UNI6W1d MIOEOLIEWANO EDGE DISTANCE EJ(CLUOE
"
TO COMPLY PATH THE CURRENT EDITION OFTFIE
REDULTEMEtITS ICUST, USE OFAI BAPACTMTECIVE
SYSTEt.ICOUPLYWG VATHTHE FIXREOWREIM(TS FOR
ANCKORLOCATIO(N. %
'. '
WALLFINNIIES, INCLUDING UUTNOT UMREOTO,
OI.Q
-
FLORIDA BUILDING CODE(FBCI FJLCLIIOBNG HIGH .
VELOCITY HURRICANE ZONE AND THE DESIGN.
AVUIDOCTWEDEBRISREGICNSISI.WIDATORYFORTNE
- - - -
--THIS INSTALLATIOti ANCHORS ATTHESPACMGS SHOWN,
- STUCCO, FOAU, DRICK VENEER AND SIDING.
-
G�
-
"
PRESSURE(S)STATEDOHEnFJII...
-MTHEPRODUCT
PRODUCTHEREHN.
'.
'.ARETHEI.UNIMUTANUM EROFAHCHORSIWOLUUUUUM
SP\Ctna5 TO BE USED FOR PRODUCT INSTALLATION.
'.
4.IHSTALLATIOIIANCMORS S1141L 0E INSTALLED UL
ACCORDAVCEWiM,WCHORIJANUFACTURER'S
H
: 0-'�-••
o
^
-
$
" -
DETAILS CONTIJIIEO HEREIN ARE BASED
6FRAIJEMATERIAL. ALUIMIUM ALLOY 6OGT•TG -
INSTALLATION INSTRUCTIONSANO ANCHORS SHAH:
Npgd
-
-
UPON SIGNEOATD SEALED TEST REPORT OALIAS DOOR PAIELAU7ERLiL•.07 t.OLV11lYLLMUIUTEO J. SHIAIAS REQUIRED ATEACH INSTALLATION NECHORIIOi BE USED INSUOSTRJC{ESYAINSTRENGTHS LESS
LABORATORIES, INC. d44275 MID ASSOCIATED GALVA117EOSEELOI+SRINWIURETFWNEFOAACORE WITH LOAD BEARING SHIM(S).•IWOAtUI1 ALLOWABLE THN7THE WHIMUM STRENGTH SPECIFIED IN THE
PA 10
So_
_
LABORATORY STAMP ED DRAWINGS,
SHIM SIZE OF AN MCR SINAI WHERE SPACE OF 111G INCH
'ANCHOR 'SCIIEOULE•TUS SHEET.
�
-
- -
"
7.OFSXiNAT0NS 7C STAND FORTIE FOLLOWRA .
OR GREATER OCCURS. SIILI(S) SHALL BE COIISTRUOTED
]. AGEOWCY OF THE EXISTING STRUCTURAL2XFIW.IBIG
ORWEELFEIMMIG %SAIINN%Y1t4DFOFtCERESISTIfIG
MGPERROLEPAUEL - -
O:FIXEOPANEL.
'.
OF HIGH DENSITY PLASTIC OR BETTER.-
7. 1HSTALLATIONAIICHORSANOASSOCtATE01UROWeVLE
MUST BELIACe- OF CORROSION RESISTAIMINFEIWL
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pp �`
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-
. TRANSFERRING APPLIED PRODUCT LOADS TOTHE
FOUNDATION IS TtE RESPONSIBILITYOFTHEEtIGINEER
ORARCHITECTOFRECORO,
3.HMU%ARE -
�A. HALFHINGES:(4160o'7:Ty EXTRUOEDALUAIUNAI. �
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MISSTEELLATDNGSHALL BE ASA.lUMI
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_
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_
--
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A
A
.
STRICTURE BUCK DESIGN AND INSTALLATION IS THE
-
.RESPONSIBIM OF THE ENGINEER OR ARCHITECT OF
- -
RECORD.
A. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
..
- _ _
-
`
GENERCAIDh1AYNOTREFLECTACTUALCOA•OITEDNS
- -
-
�•
-
"
FORIASPECIFID SITE. IF S17ECONORIOIIS CAUSE
..
'�
-
g
ItISTAUATIONTODEVWTEFROIATHEREOUIREUENTS
DETAILED HEREI(i.I.UCENSED ENGWFFR ORARCHITECI' -
SHALL PREPARE SITE SPECIFIC OOCUIJHITS FOR USE-
1Y17HTHIS000UHENT.
-
OESIGII PRESSURE RATING (PSFI
IMPACTRATUNG'
WHEREVMTE INFU-TRATON
REOUIREI.IEINTISNSEOEO
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ISEGUMMENTISHOTHEEDEO
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.40•9I-15A.
"UNIT PAUSTBE INSTALLED BENEATH All APPROVED OVERHANG
TABLE OF CONTENT
SHEET'
DESCRIPTION "
1
GENERAL. AND INSTALLATION NOTES
2
ELEVATION, -ANCHORING LAYOUT '
3-VERTCAL.CROSS
SECTIONS -
4
HORIZONTAL- CROSS SECTIONS
ANCHORSCHMULE'.
SUBSTRATE
OODR F1W.fE
TYPE
$ME
MANIFACTURER'
- ANCIOR
E1,IBE0.MENT
' DISTANCE
IST N
ANCHCRCAPACITES .
. TYPE
-
SPECIFICATION
IN
(
BASED ON.
SHEET
-
-
-
ASN.3
-
-
NTAL&TEEL
AShE 01a G:I
THREADS
'
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TUBING 14 CA.
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PAN HEAD
NO,L
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PAST INSIDE
- 3f8'.
STRNEGTH
_
SURFACE OF
._
T(ICHNESS
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ANSI p10.G.1
MOOO SCRE"
_
NOOD TAITH AMNIh7JM
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FLN(Z-0AR)
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OR
1.
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'SPECIFIC GRAVITY OF
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ASAs G te.a:1
0.42.
RAPPING SCREIAI
I:OTES:
II FOa? VA=CRTAFANG SCREWS GSRNTNGG A =.CFI'UL DRLL DOaT PLOT WLE(DRI L SL'E451. '
3T 61GE�At: [LIEASUP�FAU..1 HTIfERSOC•O,=AI:CHgiTOEDGECF5tmS7TCAR -." "
RCDUU J. AnCluw, P.E.
FL RE, No. 49752
0191UIIPilgnCJ Iry RCDcnI.
AmoriNlo-
DN:msACDCR1.AmoNw,o,- - -.
;, c5TCPicduO Design Gwpp,'
emaUalaDcnaplraq .cem,c•US
nn,., m,coe es on.,�sAaaba
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34 314' MAX.
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.. '- ...O.Q. (TYPJ.. ,
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4 - q ' mAx (IYp.)
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n oC'
_ 79314' 7031q' IS LOCATED APPROX, 30'ABOVE [x� rn pq
. MAX.O.A: h1AX: -E . O „-BOT70A1 OF DOOR LEAF THE OEAO _O
FRAME DOOR q. q BOLTASSEhiBLY APPRO%r42'ABOVE X m= r
HEIGHT PANEL O BOTTOM OF DOOR LEAF. SEESTROCE - O - Acs3 aGj
HEIGHT �' OETAILS7HISSHEET _ c 21
°G` y
.. .. .. HALF HINGES V41 + .. A Gi o� 1 � j4 2
S %3H'SCREWS SILLANCHOR SPACING_ �i�' VuBa fIQI{
(TYP-) SAMEAS HEAD SPACING
3 3 ANCHOR.LAYOUT
. Ea MiloRVIEA,
ELEVATION
:EX7ERIOR VIEW - - - -
. ANCHORING NOTES; '
. f•••,•1 - f. i 1. MINIMUM NUMBEROF ANCHORS IN.IAMOS IS.17, Ro4ciW.Amarusa, P.E. -
I I ANCHOR SPACING VARIES, BUT Nor TO EXCEED
80 TAPPING SCREW. FL P.E. No.40752
SCREW MIST BE OF 10' AVJUAIUM O.C.-
SCRE1:'_WOOD - I \ � - � � � � � � � DlgRally)IgnW
SCREW _ SUFFICiENTLENG7H TO 2 MINIMUM.HU41SER OF ANCHORS IN HEAD AND SILL - 4y RobeR1:
90 a12' �� I I 1 PENETRATE(3)THREAOS IS 7. ANCHOR Amaiuso
SCREWS r�r MINIMUM BEYONO'STEEL:: EXCEED IO'AUJC AfUhGOVARiES, BUT NOT TO: I Ta N cn-Rohea J. -
TUBE. /•';`;
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.6/2/2020 Florida Building Cade Online
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� .�.,'� Product Approval .
. u USER: Public User .. .. .
. . ymefuet Aaonswl Mn_nn > Product or Aoolkadan Search > Qpollrntlon Ust? ppplleatlon Defall . ' ' '
H
r FL iP F1.214507114
�.
APPligGon Type Revision...
. Code VeFsirin 2017
Application Status
Approved
Comments
Archived ..
Product.Manufacturer " Janus International Group', I.I.C.
Add
ress/Phone/Eniall ' .. US Janus Intemational Blvd.
Temple, GA 30179
- 0 (770) S6Z 6135 at 3fi '
curts@januslnti.com. .
Authadzeid Signature Curtis Schroeder
turfs@ januslntl.carn
TechnlmhRepresentative Curtis L. Schroeder
Address/Phone/Emall 134 Janus International Blvd.
Temple; GA 30179.
'. (770).562-2850 Ext360'
curts@janusint(.com-
Quality Assurance Representative Chris Meyer
.. Address/Phone/Emall 135 Janus InternationaI-Blvd
Temple, GA 30179 . .
(770) 562-2850
ch rls. m eyer@ja nuslnti.corir
Category, .... Exterior Doors
Subcategory. Ro[Wp Exterior Door Assembiles
Compliance, Method :. Evaluation Report from a Florida Reglstered Architect or a Licensed Florida
Professlonaf Engineer. .
Evaluation Report HarEcopy Received
Florida Engineer orArchitect'Name who developed the -John E.,Scates
Evaluation Reporf,
Florida Ucense PE-51737
QuaIIty Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2020
Validated By `Kurt Dietrich PE
Validation Checklist - Hardcapy, Received
Certlficate of Independence F z1450 R4 C01 Cert of Ind Sqtes 200 s,odf
Referenced Standard and Year (of Standard) Standard Year
ANSI/DASMA 108: 2012
ANSI/DASMA 115 2012
ASTM E330 2002 .
Equivatence of Product' Standards "
Certified By .
hftpsJ/www.floddabuilding.org/prior app rill.aspx?param=wGEWXdwtDgtgHSolOokvoSYnvsFH59JKZwleyOhStumIS3*/*2byNruu3g%3d`/aid: 113
6/2/2020
• Florida Building Code Online
Sections from the Code'
Product Approval Method . '
Method 1 Option D ...
Date Submitted
04/07/2020 ..
Date Validated
04/08/2020
Date Pending FBC Approval
04/16/2020
Date Approved
06/02/2020
summary of Products.
FL#
Model, Number or Name..
Description.'.
21450.1-
Series 1100 ,
Series I100 - 26 Gauge Door Assembly Max Size: 6'-8",x
14'-0"
Limits of use
Approved for use in HVHZ: No,
Approved, for use outside HVHZ: Yes ..
Impact Resistant: No' '
Design Pressure: +24.4/•-27.0
Other. Not for use In High Velocity Hurricane.zones
Installation Instructions
R-714 0 R4 11 T 01 _ RyD.'s.pff
Verified By: John E. Sates PE-51737
Created by Independent Third Party: Yes
Evaluation Reports
FL21456 R4 AE EvalReot Mdde175(l 1100 rz s:)df
Created by Independent Third Party: Yes
21450.2
Series 1100
Serfes 1100 - 26 Gauge Do ar Assembly Max Size: 10'4' x
1 -0"
Limits of use
Approved'for use in HVHZ: No
Installation Instructions
FE21450 R4 Ir T1013 KU s odf
Approvedfor use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +19.4/-22,7
Other
Verified By: John E: Scates PE-51737-
Created by IadependentThlyd Party: Yes
Evaluation Reports
FL21450 R4 AE EvalReot Mode1750 1100 r2 s.odr
Created by Independent Third Party: Yes
2i450.3 .
Series 3100 - 26 Gauge Door Assembly Max Size: 20'70" x
.20'-0" . .
Series 3100
Limits of Use
Approved for usein HVHZ: No
Approved for use outside HVHZ: Yes -
Impact Resistant: No
Design Pressure: +40/-40 ...
Other:.
Installation Instructions '
FL21450 R4 lI T1015 RevS s:odf
Verified By: John Saates FL-51737
Created by Independent Third Party: Yes
Evaluation Reports
FL71450 R4 AE EvalReot Model3100-It4 rl' s odf
Created by Independent Third Party: Yes -
21450.4
Series 3100
Series 31.00 - 26'Gauge Door Assembly Max Size: 20'-0" x
20'-0"
Lrmlts of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No -
Design Pressure: +42.5/745
Other: ,
Installation Instwctions
F0,1450 R4 1I TL016 Rev- s odf
Verified By: John Sates FL-51737
Created by IndependentThlyd Party: Yes
Evaluation Reports
FL21450 R4 AE EvalReot Made13100-[M rl s odf
Created.by Independent Third Party: Yes
21450.5
Series 3100-IM
Series 3100-IM.- Impact Resistant 26 Gauge Door Assembly
Max Size: 16!-0" x 20'-0" -
Limits of Use
Approved -for use in HVHZ: No -
Approved for use outside HVHZ: Yes
Impact Resistant: Yes'
Design Pressure: +42.5/-45'
Other:
Installation Instructions
FL21450 R4 11 T1016 Rev- s izdf ..
Verified By: John Sates FL-$1737
Created by. Independent Third Party: Yes
Evaluation Reports,
FL21450 R4 AE EvalReot Mode13100-IM rl'sfodf
Created by Independent Third' Party: Yes
21450.6
Series 3100-IM
Series 31d0-IM - Impact Resistant 26 Gauge Door Assembly
Max Size: 14'-0" x 20'-0"
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ, Yes
Impact Resistant: Yes,.
Design Pressure: +40%-40
Other:
Installation Instructions
F1.21450 R4 tI T101S RevB s'odf
Verified By: Sohn Scates FL-51737
Created by Independent Third Party: Yes
Evaluation Reports
FL21459 R4 AE EvalReot Mode13100-IM rl s ndf
Created by Independent Third Party: Yes
https:/Avww.floridabuilding?org/pr/pr app_dt]-aspx?param=wGEVXQWtogtgHSolOoKv6SYnvsFH50jKZwley0h5tumi53°/.2byNruu3g%3d'/o3d 213
602020
Florida Suiiding.Code Onllcie
21450.7
Series 750 : .
Series 750 -".26 Gauge Uaor Assembly Max Size:; 3'-0" x 12'-0".
°
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
'
FL21450' R4 II T1000 RevF s odd '
Approved for use outside HVHZ: Yes
Verified By: John E. Scates, P.E. 51717
Impact Resistant No'
Design Pressure: +35/.-45
Created byIndependent Third Party: Yes
Other: Not for use In High Velocity:Hurrlcane Zones
Evaluation Reports
FL21450 R4 AE EvalRept Model750 1100 r2 s.Ddf
Created by Independent Third Party: Yes
'
21450.8
Series 750 ..
Series 750 - 26 Gauge Door Assembly Max S1ze:.6'-0" x 121-' .
Limits of`Use
A pproygd for use In HVHZ: No
FL21450ion R4 IIStructions Tioal evF Lodf
Approved for use outside HVHZ: Yes
,
Verified By: Jahn E. Scates, P.E. 51737
Impact Resistant: No
Design Pressure: +19.9/-24.4'Evaluation
Created by Independent Third Party: Yes,
Other:'Design Pressures listed as a test width of 6'-0". For
Reports
F121450 R4 AE EvalRept Mode1750-1100 f1 s.odf '.
pressures vs, widths, see table, sheet 1 of 2; dwg T1001'. Not
Created. by IndependentThlyd Party: Yes'
for use In Hlgh' Velocity Hurricane Zones. '
—77 21450.9
series 750
Series 750 = 26 Gauge Door Assembly Max Size: 8'=8" x,12'-0"
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL21450 R4 41 T1002 Raul sper -
Approved for use outside HVHZ: Yes
Verified By: John E. Scates, P.E. 51737
Impact Resistant: No
Created by Independent7hird Party: Yes
Design Pressure: +24.4/-27.0
Evaluation. Reports
Other: Not for use in High VelocityHurrkane Zones::,
EU1450 R4 AE Eva lReot Mode1750 1100 r2. s.pdb
Created by, Independent Third Party: Yes '
•.
21450,10 Series 750 Series 759 - 26 Gauge Door Assembly Max Size: IV-0" x
1214„ ..
Limits of Use
Insllationtructi
Approved for use in HVHZ: No FI 7m1450 94 [LsT1003ons RevF s p
Approved for use outside HVHZ: Yes' Verified By: John E. Scates, P.E. 51737
Impact Resistant: No Created by Independent Third Party: yes -
Design pressure: +19,4%22.7 Evaluation Reports.
Other: Not for use.in High Velocity Hurricane Zones. FL21450 R4 AE EvalReot Mode1750 1100 r2 s.Ddf "
. Created by Independent Third Party: Yes
—.
Contact Us .-:.2601 Blair Stone Road Tallahassee Ft phone: 850-487-1824
The State of Florida Is anANEEO employer. [aoMaht 2007-7013 State o! Pa idi.:: PHvacv statement':: Accessibulty Statement:: Lle:fund statement
.. under Florida law, emall addresses are public records. If you do not want your e-mall address released in response to a publicrrecords request, do net send electronic _ mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850:487.1795, 'Pursuant to Section 4S527Si1).
Florida statutes, effective October 1, 2012, Ilconseas licensed under chapter 4SS, F,S, must provide the acpartment with an emall address If they have one. The cmalls
provided may ba usedfor official communlraIlan with the licensee, However emall.addresses arc publIc record. If you do not wish to supply personal address, please
... provide the Department with,an emall address which.can be made available to the public. To determine If you are a Ilansee under chapter 455, F.5„ please cock +eLe . '
. . •Product'Approval Accepts: .. ... .
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JANUS INTERNATIONAL GROUP; LLC,
135JANUSINTERNATIONALem TEMPLE. GA 3017E
.. 770.562-265alFaX770562.2264
p 20%Janus InlomsOanal Gmup, LLC. All Rights ROECIVOd
CERTIFIED WIND LOAD RATED 26 GA'
SERIES 3100131004M DOOR
SCOTT ROBILLARD 04.24.18 ASSEMBLY
CURTSCHROEDER 04.2,:,9 B T10-15:- - B
CURTSCHROEOER 04;24.18 'NONE - SHEET
.2 OF '2
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;Product Aonrava; Meni,b Product nr Annliralfnn Sxarrh > An i-R InNnn Ust> Application Detail - -
f�ej' FLk FL17499 RS
Application Type Revision
Cade Version ..
2017
'Application Status Approved
*Approved by DBPR. Approvals by DBpR shall be reVlewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer, MI Windows and Doors.
Address/Phone/Email 650 West Market Street .
Gratz, PA 17030
(717) 365-3300 Ext 2560
bsitiinger@miwd.com
Authorized Signature Brent Sitlinger
bsitiinger@miwd.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows. .
Subcategory. Single Hung
Compliance Method Certification Mark or Listing .
Certification Agency American Architectural Manufacturers Association
Validated By Steven M. Urich, PE '
Validation Checklist - Hardcopy. Received'
Referenced. Standard and Year (of Standard) Standard Year
AAMA 506 Z011
AAMA/WDMA/CSA 101/LS.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 CO� 01—
Date Submitted '03/18/2019 LE vP
Date Validated 03/18/2019
Date Pending FBC Approval
hfps://www.floridabuilding.arg/pr/pr app dtl.aspx?param=wGEVXQvADgtCUGgvJQiz6BPhSOG%2f386zXgygPRVBLoVnTSbZoYnLfQ%3d%3d 1/4
„a u 114111y �Uucwgnng
D pproved
03/27/2019
: Suinmargof Products . , • . ..
i------------ ---------,_-.—:____—
.. : FL # . :Model Number of Name
�'
Descri tion: --- ---- --�-- -- - --'_._.1
p y
i 17499 _i — - �- 185 SH - - - y Y y
-
i 36x84 Fin/Flange Frame IG/SG Impact Single Hung'
Limits ®7 Use ' •
Certification Agency Certificate
Approved for use in HVHZ: No
I FL17499 AS C CAC APC (13Z7 )' 185 SH 1017Z3i,pdf �
Approved for use outside HVHZ: Yes.
FL17499 RS, C CAC APC.(13279) 185 SH (1017 3
Impact Resistant: Yes
,pdf l -
FL17499 RS C CAC APC ( 80 M SH fSH (101723),pAf
Design Pressure: +55/-55 .
Other: R-PGSS*, Missile Level D, Wind Zone 3. Glass
to be
FC17499 RS C CAC APC (13292) 1855H (101723)_pdf
quality Assurance Contract Expiration. Date
bedded in Pecara 896 sealant.
10/17 2023,
Installation Instructions i
FL17499 'RS II 0$-02545B,p�f
.
! Verified. By: Luis R Lomas PE-62514
i Created by Independent Third Party: Yes j
i Evaluation Reports
i.
----
FL17499 RS- AE 513321E-3.pdf
Created by Independent Third Party: Yes.
'17499.T -� 385 SH
52x72 Fin/Flange Frame IG/SG mg Jiuna Lami ed Glass
Limits of Use
r#ification Agency Ce `> , e
Approved for used VHZ: No
Approved for use outsi
FL 13 6 8� S SH (1008231,p�
JjLdf
! M17499 AS C CAC 8
i. Impact Resistant: No,'
APC (13270) S o1 08?
{'H-17499 RS C CAC aPC f13271) 185 SH ( 00 3
IOOS23)�df
...
Design Pressure: +66/-60
Other: R-PG60
FI 17499 R5' C CAC APC (13361) 8. S
;
Quality Assurance Contract Expiration Date
10/08/2023
Installation Instructions
a4g�
FI 17494 RS' iI' 08 07a df
Verified By: Luis R LomasPE62514
Created b Independent Third Pa
•Y P, rty: Yes.. •. . .
i
Evaluation Reports
FL17499'RS
�.
i
AE 513327B-4 pdf
rested Third Party: Yes
f_C by Independent -----•---_:-_:._.-•---------------
t
17499:3 1185 $H.
--^
36x84' Fln/Flange Frame IG/SG Single Hung Laminated Glass
Limits of Use
I
Certification. Agency Certificate
Approved foe use, in HVHZ: No
i.
FL17499 RS C' CAC APC ( 31 272) 85'S 01773 ,p
Approved for use outside HVHZ* Yes
Impact Resistant: Nai
I
FL17499. R5 •C CAC APC (13273) 185
I.
Design Pressure: +60 =60
I,
FL 17499 AS C CAC AP -(13274) 185 SH (1017231,p
FLL7499 'RS C CAC AP (13363) 185 SH (1017231,{Ldf '
I
Other: R-PG60*
I
Quality Assurance Contract Expiration' Date
L.10/17/2023
Installation Instructions i
FL17499 R5 Il: 08 025508.adf
Verified By; Cuis R Lomas'PE-62514
I
Created by Independent Third Party: Yes
•
Evaluation. Reports
FL174 -
E $1337RR S'n�
Crest d by Independent Third Party: Yes
17499.4 r185 SN
36x71 Fin'Fnless, Flange Frame IG'Single Hung
Limits of use:
Certification: Agency' Certificate
Approved for use iq HVHZ: No
, FL17499 RS .0 CAC. APC H6462.0i -1 na_a7:RO 185 SH
t
Approved for use outside HVHZ:. Yes
I (0425z2).pd
Impact Resistant: No
Design Pressure: +60/-67
i quality Assurance Contract Expiration Date
!!!
Other: R-PG60* .
04/25/2022
I Installation In tractions_
s
I
i
.
FL17499 R5' II 08-03163 pdf ..
.
I
Verlfled By: Luls R. Lomas, PE PE-62514
i,
f
en Third a
I' Createdt Th Party: Yes
Evalu
Evaluation Reports
FL17499 RS AE 514082.oiif '
i
t Created b Independent Third Party:. Yes
17490.5 185 SH
36x72 Fln; Flange, and Finless Frame Insulated Glass
Limits of Use
[Certification Certification Agency Certificate
(. Approved for use in HVHZ: No
'Approved for;use outside HVHZ: Yes -
FL17499 RS C CAC APC( 78 1583.02-106-11-RO 185
S�1( 61423 .odf i
I' Impact Resistant: No
i.Quality Assurance, Contract Expiration Date
;.Design Pressure: +60/-70
'06/14/2023
Other: R-PG60 _
Installation Instructions
FL17499 RS It 08-03383:odf
Verified By:. Luis R. Lamas, PE PE-62SIA .. j
i
Created by Independent Third Party: Yes
Evaluation Reports
t. I
hrips:J/www.laridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz613PhSOG%2f386i)(gygPRVBLovnTSbZoYnLfQ'/o3d°kid 214
FL17499: R5 AE •514377.pd
Created by Independent Third Party: Yes
:
i 174%9 6 1185 SH
52x62 Fin, Flange, and Finless Frame, Insulated Glass
_.--.,..-.--•-
Limits.of Use
__.___...�_�. ___—._.... _ :., -,•. — -
•---�Certi Certification Agency Certificate.
Approved for use in (HVHZ: No
? FL17499 RS C CAC APC(17812)1,711.08-106-12-RO 185
Approved for.use outside HVHZ: Yes.
AaH(072723),pdf
.
Impact Resistant: Yes
Design Pressure: +50/-63
?Quality Assurance Contract Expiration Date
07/27/2023 t
j Other: R-PG50 '
l Installation Instructl ms ;
I
i FL17499-R5 it 08-03379.pd
i� Verified By: Lomas,PE Pe-62S14 '
Created by.Independ nt.Third Party:. Yes .. .
Evaluation.
R5 AF .
------__..-----•--
Create d4by Independent Third Party: Yes
17499.7 `185 SH �^
52x62 Fin, Flange, and Finless Frame Insulatin Lams Glass
I Limits of Use•�"___..__�._—•_.__.___—_-.—._.—__..___.�
Certification Agency Certificate.
Approved for use in HVHZ: No
FL17499 RS C CAC APC(17813)1711.04-106-12-RO 185
JJJj
Approved for use outside HVHZ: Yes
SH(072723 ;pdf
Impact Resistant: No
Quality Assurance Contract Expiration Date
'
Design Pressure: +50/-63.'
07/2712023'
Other: R-PG50
Installation Instructions
FIA7499 R5 11 08-03381.pt�
{
Verified By: Luis,R. Lomas, PE.P.E-62514
+
Created by Independent Third Party: Yes. • -
Evaluation Reports
FL17499 RS' AE 514375.odf
i Created by Independent Third Party: Yes.
�17499.8 185 SH _ —! ^� —�'
13602 Fin, Flange, Finless Frame, Insulated Glass
�Limits of Use
! Approved for use In HVHZ: No
Certification Agency Certificate -
FL17499 RS C CAC APC 17816 171
1 5 ( ) 1 8
Approved for use outside HVHZ: Yes ..
.07-106=11-R0
2H 07 72 ),per
Impact Resistant: Yes
Quality Assurance Contract Expiration Date
Design Pressure: +601-70
07/2%2023
�.
Other: R-PG60 - -
Installation Instructions.. .
FC17499 RS II 08-03380.pdf'
Verified By: Luis R Lomas, PE PE-62514
Created by Independent Third Party: Yes
i Evaluation Reports
1
FL17499 R5 AE 514374,�df,
Created by Independent Third Party: Yes`---
_--
.
l
1
---... --
17499.9 - -._...I ._ --= - --- -- - -__
85 SH
-- - - --- -
11552x72�Fin/Flange Frame IG/SG Impact Single, Hung
Limits of Use ---
-- . .Cel rtificatton Agency Certificate ---
1
Approved foruse in HVHZ: No
[Approved
for use outside HVHZ: Yes
t FL17499 RS .0 CAC APC'(13275) 185 S 0823 ,pdF'
i `RS
Resistant:. Yes.
'bedded
FL17499 C CAC APC (13276} 185 S 10 3 ,Odf .
i FL17499 R5 C' CAC APC (13277) 'SH- 100823 ,per
iImpact.
Design Pressure: +55/-55
Other: R-PG55, Level to
FL17499 RS C CAC APC (13291)_185 SH f100823),
j
Missile D, Wind Zone 3, :Glass be
Quality Assurance Contract Expiration Date,
in Pecora 696 sealant.
I, 10/08/2023
1"i
Installation Instructions
f
FL17499 R5 .II 08-025448-1.1
I Verified By: -Luis R Lomas PE 62514
Created by Independent Third Party: s
Ye
11
1
LEvaluation Reports
}
1749
1. Created by Independent Third Party: Yes
'17499.10, ; 185 SH.
i 52x84 Fin/Flange Frame IG/SG Single Hung
Clmits of Use
CertlflCatlOn Agency Certificate i
Approved for use in HVHZ: No•
I FL17499 R5- Q CAC AP,C 13263 185 SH 100923 ,pdF'
Approved for use outside
p si HVHZ: Yes
FL17499 -RS C CAC APC 1 26 1 S 0 9 3 f
(3 4) 85 H (1 0 2 :pd • ..
:
Impact, Resistant: No
f FL37499 RS C CAC APC 13265 1 5 1009231,Jf
(1
Design Pressures+60/-60
FL17499 RS' C CAC APC ) d85 SH J1 0 2 '
�
Other: R-PG60
act
� Quality Assurance Contract Date
10/09/2023..
Installationinstructions.
1
F i R5 I10&0254615-2, Ril
i Verified By: Luis R Lomas PE 62514 i
i
Created by Independent Third Party: Yes
Evaluation Reports
F1.17499 5 E513322E 2
Created by Independent ThirdRParty: Yes i
-- -..
17499.11 1185 Triple SH
; 11102 Fin Frame IG/SG Single Hung i10x72 Flange Frame '
1..
A IG/SG Single Hung 1
https://www.fia idabuilding.orgipr/pr_app_dti.aspx7param--wGEVXQwtDgtCUGgyjQiz6BPhSOG%2f386zXgygPRVBLovnTSbZoYnLiQ%3d%o3d 3!4
.,.Limits of use Certification Agency Certificate !
i Approved for. use in HVHZ: No ! FL17499 R5 C CAC APQ(13341)-185 SH TPL"( 10423).ndf
I Approved for use outside HVHZ: Yes , . 4
FL17 99. RS C CAC APC (t3343)_185 SH TPL (1021231,pdf
Ice
- � Design Pressure; 50 PC ( 31 34G) 185 SH TPL {10zaz3,pdf
4 r. ; + 0 H TPI (102.123),pdf i
„ / � FL17499 RS C CAC APC (13348 '185 S
I Other: R-P13W C a
+Quality Assurance ontract Expiration e
j 10/20/4023
InstallationI' Instructions FL17499 R5 1I08-02548B.pdf
'f Verified By: Luis_R Lamas PE.62514.
Created by Independent Third Party: Yes .. .
Evaluation Reports
+ 1 FL17499 R5 AE 5133249-6.pff I'
Created by Independent Third Party: Yes.
17499.12 185 Twin SH I IM72 Fin - Frame IG/SG.Single Hung 105x72 Flange Frame
IG/SG Single Hung
Limits of Use. �. ------ - Certification Agency: Certificate+_—_
Approved for use in HVIM No ! FL17499 IRS C CAC APC (13340) 95 SH TWN (, 2 23
" Approved for use outside HVHZ: Yes . 1- FL17499 R5 C CAC APC" (13342) 185 SH TWN (1104231,pdf. j
Impact Resistant: No 1 FL17499 ,RS C CAC APC {133471 185 SH TWN (1020Z3 pdf
Design pressure: +45/=45 j FL17499 R5 C CAC APC (13349) 185 SH TWN {2021Z3)�df i!
Ot1er:R-PG4.5. Quali0ZAsstr nee Contract Expiration Date
10/2023•
i
• I . Installation Instrtit:tions
FL17499 R5 II 08-07.54711-7.p4f
n Pa e
Verified By: Luis R Lomas PE-62514 ;
i
'Crea
ed by
7
Eva tatiaReports
....
e t Third Yes
!•.F1.1 499 RS AE 513373B7:ndf� _
I Created by Independent Third. Party: Yes I
ELu:!r El,
.. ' Contact Us:; 2601. Stair Stone -Road; Tallahassee FG 32399 Pliane:850-487-1824 '
- .. ....
The State of flodda is an ANEEO employer. �yrjght2007-2013 State df Florida.:: Priyasy statement :• Accessibility Statement :: Refund Statement
.. Under Florida law, email addresses are publfc'records. If yob do notwant yaer e:mall address released In response to a public -records request, do not send electronic .
mall to this entity- Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. •Pursuant. to Section 4S5.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department,v with an email address If they have one. The emalls
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a'personal address, please
. .. ;provide the Department with an email address whldi can be made available to the public. To determine If you am a licensee under Chapter 455, F.S., please click berg_.
. Product Ap{iraval Accoptss�j
Cred, Card
•Salk I MT f
hftps://www.fl6ridabuilding.org/pdpr app_dtl.aspx?paiam=wGEVXQMDgtCUGgvjQiz6BPhSOG`/`2f386zXgygPRVBLbVhTSbZDYnLfQ%3d%a3d : 4/4
�s,oxs
BEY' AESCA1iTOH DATE APPNOVEo
.
- - - - A• REIASEO ANCHOR SPACING h CHARTS' .0-1/11/16 R.4 -
_ REbISEO GLASS 10/02/17 R.L'.
NOTES: - - I5: FOR. ANCHORING THROUGH FRAME INTO WOOD FRAMING OR" 2X BUCK USE Q 10 WOOD
'
I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO .COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A '1- 1/4° 'MINIMUM EMBEDMENT INTO
'
'
REOUIREMENTS OF -THE FLORIDA BUILDING CODE..
. 2. WOOD FRAMING, AND MASONRY' OPENING ' TO'BE DESIGNED: AND. ANCHORED. TO PROPERLY SUBSTRATE. LOCATE:ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
.
TRANSFER .ALL, LOADS'TO STRUCTURE.'FRAMING AND MASONRY OPENING IS THE I6.FORANCHORING THROUGH FRAME MASONRY%CONCRETE"USE 3/16" TAPCONS WITH:
RESPONSIBILITY: OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE A 1, 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
_
3. IX BUCK OVER, MASONRY/CONCRETE IS OPTIONAL. 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS. AS SHOWN IN ELEVATIONS. AND
4. WHERE SHIM OR BUCK THICKNESS IS -LESS THAN 1-1/2" WINDOW UNITS'MUST"BE INSTALLATION DETAILS. _ ..
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH, MANUFACTURER'S PUBLISHED "-17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE.-#IO SMS OR SELF
.
' INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE FASTENED DIRECTLY INTO DRILLING SCREWS WITH' SUFFICIENT LENGTH 10 ACHIEVE.3 THREADS MINIMUM'SEYOND - -
_SECURELY
" "MASONRY, CONCRETE'DR. OTHER STRUCTURAL SUBSTRATE MATERIAL.: - .' 'ST"RUCTURE INTERIOR WALL. LOCATE ANCHORS AS -SHOWN IN ELEVATIONS AND INSTALLATION
5.'WHERE WOOD BUCK THICKNESS IS 1-1/27.OR GREATER, BUCK SHALL' BE SECURELY : DETAILS..._.. .. .. ... .. ...
18.'ALL FASTENERSTO BECORROSION RESISTANT,
-
'
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
- 19..INSTALLATION ANCHORSSHALL BE INSTALLEDINACCORDANCE WITH ANCHOR
-BUCK
BE ANCHORED-THROUGH'FRAME TO SECURED WOOD IN ACCORDANCE WITH
MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL:NOTBE USED IN "
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. -
SUBSTRATES WITH�STRENGTHS LESSTHANTHE MINIMUM STRENGTH SPECIFIED BELOW:
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE,SEPARATEO WITH APPROVED"
- "A. WOOD: MINIMUM SPECIFIC GRAVITY OF 2
"
COATING OR MEMBRANE. SELECTION .OF COATING OR MEMBRANE IS THE. RESPONSIOILITY OF. - -B.�CONCRETE: MINIMUM COMPRESSIVE STRENGTH'OF 2,000 PSI.
STRENGTH F
.THE ARCHITECT,OR ENGINEER OF RECORD." C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM'C90. WITH Fm=2,000PSI:MINIMUM.
7. BUCKS SHALL EXTEND"BEYOND WINDOW INTERIOR FAdE SO THAT FULL: FRAME SUPPORT IS" " 0. METAL, STRUCTURE: STEEL 18GA (.048`) "FY=33KSI/FU=52KSI•,OR
PROVIDED. ALUMINUM 6063-75'FU=3OKSI .048" THICK MINIMUM
.- 8. FOR FIN. INSTALLATION"SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS. REOUIRED 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 BEGLAZED PER ASTM EI300-04/09, SEE SHEET I1,FOR GLASS DETAILS._ '
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT RFOUIRFD'FOR THIS PRODUCT IN WIND - -
BORNE DEBRIS REGIONS,
- 14.:FOR ANCHORING THROUGH :FIN INTO WOOD FRAMING OR 2X BUCK USE .#IO. WOOD SCREWS
"
;WITH SUFFICIENT LENGTH: TO. ACHIEVE A'1.*1/4` MINIMUM "EM8EDMENT INTO SUBSTRATE, -
LOCATE. ANCHORS AS SHOWN IN ELEVATIONS AND -INSTALLATION DETAILS,
SIGNED: 1211412017
MI WINDOWS AND DOORS,. LLC uio�,�/�� .
`R
6GRATZ,SPA
.. 17030 0370T 'G,FNs�
SERIES. 185 ALUMINUM SINGLE' HUNGJWINDOW 1ti��� 0y�j� 61 1t=_
- 36" X. 84"-. LMIp sC(rri7(rF?r
TABLE OF CONTENTS - NOTES'p , STATc OF m-
- .. SHEET NO. ". DESCRIPTION owm+: rn>ti xo. -.�a�F'CO1
NOTESswt
52-
DaE .
3' ELEVATIONS NTS 12/09/201d 1
4 - 10' INSTALLATION DETAILS LROBERTOLOMASRELuis. R. LomasP.E.
1432WOODFORDRDLEWlSVILLAM0274Luis.R.
L as P.E.
11 - COMPONENTS - 79l�'BB-0E09 ftm Qktd.TPo
"
. REMSiDFS
-
36" .MAX
FRAME W107H
.' 36" MAX
FRAME WIDTH
REV
DE$c"llaF
'DATC
APPFwEo
A
REVISED: ANCHOR SPACIMG 8: CHARTS
07/1 T/tfi
R.L.
2 MAX.
. I- O _-•i �-
I I
2" MAX
2" MAX:
: MAX' ^-�
I
2" MAX .. _
. • ..
' B `
REVISED GLASS .....
10/02/17
R.L. :. .
:
2"
,
t s"
1.6"
CHART#1. FLANGE & FINLESS INSTALLATION,
MAX
O.C.
. O
_
MAX
O.C.
"
Number ofanchor lomtlonsmquimd
Frame'
Frama Width On)
. 84".
/
.. 84"
Holght :
.18.00
24.00 _
30.00•
.: 35:00'
MAX -
MAX.
On!
Head
Jamb
Head
Jamb
Head
,Jamb
Head
Jamb
. FRAME
HEIGHT
_
-
� �
_
-
�
. FRAME ...
-HEIGHT �
�
..
� �
�
24.00-
30.00-
36.00.
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3
3
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3
3•
3.-
3
3
3".
. .
-
2
3�.
3
3
3
3 -
3
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3,
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3..
3
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42.00
48.00.
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2
4
3
3
4
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.. 4
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.. 4
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185ALUMINUMSINGLE HUNG .WINDOW
185ALUN1INUMSINGLEHUNG. WINDOW
- .
-
EXTERIOR VIEW -
DESIGNER EXTERIOR VIEW..
_
FLANGE6FINLESS INSTALLATION
- 'FLAlVGE8 FINLESS -INSTALLATION -
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FLANGE FRAME HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD FINLESS FRAME"JAMB s e CM485o1 • . CM-18503 CM-18553
ALUMINUM 6063-T5.050'THICK - ..-CM-16513. ... - ....
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ALUMINUM606375.055"THICK - AUIMINUM6o63-T5:o55'7HICK FfNFRAMESILL . 'GLAZING -DETAIL
CM-18509 CM48508 .
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1 7/I6" 2 3/8:F
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CM-18505 CM-18565 _ CM4050! - CM48510, '
ALUMINUM 6053-T5':062'THICK 'ALUMINUM 6063-75.050-THICK ' ALUMINUM6063-T5.055.7HICK -ALUMINUM 606:1-T5.050'THICK - -
SIGNED: 12114/2U17
3/8•
�I MI WINDOWS AND DOORS, .LLC. %T%nnu/f,
7030-0370
11 650, WEST MARKET STREET
SERIES 185 ALUMINUM SINGLE HUNG WINDOW _ ltr o 51
SASH STILE 36" X 84"— LMI
GLAZING BEAD CM-18507 COMPONENTS.. STATE OF.
CM-18535 ALUMINUM5053-75.050'THICK DRAWN; -
RIGIDPVC.050'THICK'. N.G. 08-02545 : - B.-
SauE NTS OA'E 12/09/2014 S"EE1"11 OF l l-: /�IIOIIIAIII �V\\
L ROBERTO LOMASP.E- Luis Lom05 P.E. -
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