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Product Aparoval Menu>product or Application Search>Agpliration L st>Application Detail
FL# FL15585-R4
Application Type Revision k.
Code Version 2014
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 C-3
Product Manufacturer CroftLLC
Address/Ph6ne/Email P.O.Box 826
McComb,MS 39649
(601) 250-5088 Ext 372
ANDERSD@CROFrLLC.COM
Authorized Signature DENNIS ANDERS
AND ERS D@CROFrLLC.COM
Technical Representative Dennis Anders
Address/Phone/Email P.O.Box 826
McComb,MS 39649
andersd@croftmetals.com
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 American Architectural Manufacturers Association
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/C!5A I0IZI.S.2/A440 2008
Equivalence of Product Standards
Certified.By
Product Approval Method Method I Option A
Date Submitted 02/26/2016
Date Vafidated .03/05/2016
Date Pending FBC Approval
Date Approved 03/1012016
http://www.florid abuilding.orc, r/pij app dtl.aspx?param=wGEVXQwtDqvKmQdIOUtQt... 4/10/2017
./P
Florida Building Code Online Page 2 of 2
Summary of Produ cts
FL# Model,Number or Name Description
15585.1 Series.96 Aluminum Single Hung Window-Fin and Flange Frame
Products
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL15585 R4 C CAC Croft-96 SH (Fin)(4)Aug. 15
Approved for use outside HVHZ:Yes (ext.5):ndf
Impact Resistant: No FL15585 R4 C CAC Croft-96 SH (Fn)__(5)Dec 2015(ext
Design Pressure:+40/-40 5)(003).)d
Other:Units-R-15G35-1327x1924(52x76)-H; FL15585 R4 C CAC Croft-96 SH (Flange)Dec 2015 (ext
R-PG40*-914x1829 (36x72)-1-1; R-PG35-1219x1829(48x72) S)(003).13d
-H.Please refer.to installation instructions,CRF014,for Quality Assurance Contract Expiration Date
design pressure ratings based on unit size and further 09/27/2020
limitations of use. Installation Instructions
FL15585 R4 II CRF014 SS 2016-02-22.Ddf
Verified By: Hermes F.Norero,P.E.Florida P.E.#73778
Created by Independent Third.Party;Yes
Evaluation Reports
FL15585. R4 AE PER4153 SS 2016-02-22.1)dF
Created'by.Independent Third Party:'Yes
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Contact Us::2603 Blair Stone Road,Tallahassee-Fl.32399 Phone:850-487-1824
The State,of FloridaIs an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions;please contact 650.487.1395:'Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012;licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided maybe used.for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the;public.To determine if you area licensee under
Chapter 455,F.S.,please click here.
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Code Version 2014 FL# 15585,1
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model,Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
Search Results-Api illcations
Fes ?
�a Revision Croft,LLC American Architectural Approved
Ra FL#:FL15585.1 Manufacturers Association g
Modelt Series 96 (214)878-1642
Description:Aluminum Single Hung Window-Fin
and Flange Frame Products
Category:Windows
Subcategory:Single Hung
-Approved by DBPR.Approvals by OBPRshall be reviewed and ratified by the POC and/or the Commission if necessary. -
Contact us::2601 Blair Stone Road.Tallahassee Fl.323@9 Phone:850-487-1824
The State of Florlda is an A VEEO employer.Copvrlaht 2007-2013 State of Florida.::Privacy Statement:Acces5ltillity Statement::Refund Statement
Under Florida law,emal addresses are public records.If you do not want your e-mail address released In response to a public-records reouest.do not send
electronic mail tothisentity.Instead,contact the office by Phone or by traditional mail.It you.have any questions.please contact 850.487.1395.-Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If
they have one.The amaits provided may be used for official commurit ltion with the licensee.Ho:vever omell addresses are pubnc record.It you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public To determine if you aro a licensee under
Chapter 455,F.S.,please dick)1 egg.
Product Approval Accepts:
Safe
https://ww;u.floridabtiildulg.org/pr/pr_app_lst.aspx 118/2017
CROFT, LLC
INSTALLATION NOTES:
SERIES 96 SINGLE HUNG WINDOW I7
1.ONE 1j)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, P:D.ROX826
UNLESS OTHERWISE STATED..
WYOMS,MS 33549
P}4 601OII1-6ffit FX:8017813168
2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF
ANCI TORS TO BE USED FOR PRODUCT INSTALLATION. n
3.INSTALL•INDIVIDUACINSTALLATION.ANCHORSWITHIN A TOLERANCE OF t1/21NCH OF' GENERAL NOTES:
T HE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL(LE.,WITHOUT'
CONSIDERATION OF TOLE TOLERANCES ARE NOTCUMULATIVE FROM ONE 1. TIIEPRODUCTSHOWN HEREIN IS DESIGNED AND
INSTALLATION ANCHORTO.THE.NEXT. MANUFACTURED TO COMPLY WITHTHESTH EDITION 2014 "T
FLORIDA•BUILOINGCODE(FBC):EKCLUDING HVHZANDHAS ,H a4O Q`Q�
4.:36"X72"UNIT:FOR.INSTALLATION INTO 2X WOOD BUCK,USERS WOOD SCREWS OF 'BEEN EVALUATED ACCORDING TO THE FOLLOWING: In S 12L. 111
mw
SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM EMBEDMENI IITO WOOD Oj iy T Z•C m
SUBSTRATE ..AAMAAVDMA(CSA 103/I.S.2/A440.08 M a m L3 Z 4
S.FIN/FLANGE FRANCS:FOR INSTALLATION INTO 2X WOOD DUCK,USLu
E9110WOOD 2. AUEQUACYOFTHE EXISTING$TflUCTURAL w H OC 5 p¢
SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENTCONCRETEfMASONRY,2X AND METAL STUD FRAMING W N d
INTO WOOD SUBSTRATE. _ �- W
MAIN WINO FORGE RESISTING SYSTEM CAPABLE OF C m ,
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
6.FLANGE FRAMES:FOR INSIALLV1oN IIIRGUG14 IX BUCK TO CONCRETE/MASONRY, •LOADSTOTHE FOUNDATION IS.THE RES•PONSIBILITY.OFTHE
OR DIRECTLY INTOCONCRLTE/MASONRY,USEONE 11)'3/16INCH NN'IAPOON.PER ENGINEEROR ARCHITECTOF RECORD FORTHEPROJECTOF TABLE OF CONTENTS
INSTALLATION CLIP OFSUFFI1CIENFLENGTHTOACIIIEV[11/.11NCHMINIMUM INSTALLATION. a
EMBEDMENT INTO CONCRETE/MASONRYSUBSTRATE: SHEET REVISION .SHEETDESCRIPTION c'
3. IX AND 2X BUCKS(W HEN USED)SHALL BE DESIGNED AND
1.NN/FLANGE FRAMES:FOR INSTALLATION THROUGH STEEL STUD USE 430 ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE I A GENERAL d INSTALLATION NOTES >
STRUCTURE.BUCK DESIGN AND:INSTALLATION IS THE m
SELF.TAPPINGBEYOND
STEELS7CIENi LENGTH TO ACHIEVE 3THREADS MINIM UM 2 ELEVATIONS 4 ANCHOR LAYOUTS ,^
PENETRATION BEYOND STEELSTRUCTURE. RESPONSIBILITY-OFTHE ENGINEERAHARClIIIFCTOF$I:COND v J .Z
FOR THE PROJECT OF INSTALLATION. 3 - INSTALLATION DETAILS-FLA NTE FRAME 2
7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCWDEWALL FINISHES,INCLUDING
� +n
BUT NOT LINAIED TO STUCCO;FOAM,TRIC{VENEER,AND SIDING.- 4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC. 4 - GLAZITJS&INSTALLATION DETAILS-FTN FRAME ;O S"
AND MAY.NOT:REFLECT ACTUAL CONDITIONS FOR ASPECIFIC 2
8.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF SITE.IF SITECONDITIONs CAUSE INSTALLATION TO DEVIATE .5 - COMPONENTS d BILL OF'MATEIr IALS H Z
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED .tn F-
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC H
9.FOR HOLLOW.BLOCK AND GROUT FI LLED BLOCK;DO'NOT INSTALL INSTALLATION DOCUMENTS FOR USE WITH THIS DOCUMENT. Y � N.
ANCHORS INTO MORTARIOINTS:EDGE DISTANCE IS MEASURED FROM FREE EDGE OF h p
5. APPROVED IMPACT IS REQUIRED TO I••U
BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.
PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT'
30.INSTAUATIONANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR RESISTANCE. w'
MANUFACTURER'S INSTALLATION INSTRUCTIONS;AND ANCHORS SHALL NOT BE _
USED IN SUBSTRATES WITH-STRENGTHS LESS THAN THE MIN IMU M STRENGTH 6.WINDOW.FRAMEMATERIAL:6063-TSALUMINUM. OVERALL SIZE.
SPECIFIED BY THEANCHOR MANUFACTURERMISSILE-
7.GLASS SHALL MEET REQUIREMENTS OF ASTM E33UD94 FRAME TYPE DP RATCNG IMPACT RATINS
1LINSTALIA'iION ANCHOR CAPACITIES FOR PRODUCTS GLASS CHARTS.SEE SHEETaWIDTH HEIGHT;FOR GLAZING DETAILS..
HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FLAKE 52" 76 �/-35 PSF NON-IMPAR
FOLLOWING PROPERTIES 8.OESIGNA FICUS"X'AND"O"STAND FOR THE FOLLOWING: ���
A.WOOD MINIMUM SPECIFIC GRAVITY OF 055 ���X: OPERABLE PANEL 461 72" •/-35 PSF NON-IMPACT
B.CONCRETE MINIMUM COMPRE5SNESTRENGTH.OF 3192 PSI. Oi,FIXED PANEL FIN �
C.MASONRY-SIRENGTH CONFORMANCETO ASTM C-90. 36" 72 -•/-40 PSF NON-IMPACT �:Q-; + '•
D.STEEL-MINIMUM YIELD STRENGTH OF:33 KSI.MINIMUM WALLTHICKNESSOF 33 �' I`- S. a
8
MILS..(20 GVAGE). - LL- � F
09
IM-
o N'Z
Digitally signed by Hermes F Norero;P.E. Dw&#L
Reason:l am approving this document CR F014
Date:2016.02.22 71 AO-60 705'00' SHEET` � 'OF 5
UNIT MAX.
D.LO MAX. WIDTH 52.25" C RO PT
WIDTH 48.625" AT MIDSPAN OF HEAD
ti A
3 2"FROM CORNER �..I
I` O A 3?
zs
TVP.
AICCOMB.AS 336/9
PH 601-084.6721 Fx:601-]B33led
C H
3 3 O.LO.MAX.
HEIGHT 14.50"MAX.O.C. S #a y^
D 35-75" 3 O,.
UNIT 3 w S !>" x.
MAX- a°tb
J
HEIGHT ZL of
75.75" SASH MAX. N < p w
")(" HEIGHT j q m
37.625" 3" w z
Ex
2"FROM CORNER
TYP.
J Q
'Ln�..' C
W N�
w Lu m
lz'*9
4WIDTH
SASH MAX
50.65" L ANCHORLAYOUT
FLANGE FRAME m
ELEVATION
FLANGE FRAME 2
UNIT MAX. O Z
DLO MAX. WIDTH 48.00" 0
WIDTH 44.625" 12.00'MAX.O.C. 12.00"MAX.O.C- �.4 N
E 2"FROM CORNER 4"FRO�PORNER �I�~I� w tn
4
a w
G D.LO:MAX. 1
4 HEIGHT
..0.l D 33.75" 12.00"MAX. ,12.00'MAX-O.C-
UNIT 3
MAX.
HEIGHT ���`` �ri �
72.00" SASH MAX. `�`��.........•• �N
HEIGHT X.. X"' l - 4
..X.. 29.625" I j �G `�6'9+xLl ji ^
fV,
2"FROM CORNER 4'FROM CORNER
TYP. TYP.
SASH MAX. w~ m M Y ¢r
WIDTH 465D"' ANCHORLAYOUT ANCHOR LAYOUT �.co __ �
FIN FRAME FIN FRAME p o �� Ln.
ELEVATION 48"X72"UNIT 35•X7V UNIT DWG :
FIN FRAME h /�
48"x 72"UNIT CR F014
SHEET: 2 QF F
CAULK BETWEEN
CONCRETE/MASONRY 4 2X 3/4"MIN.EDGE DISTANCE
WOOD BUCK BY OTHERS
CONCRETE/MASONRY BY OTHERS #10 WOOD SCREW 1/4"MAX.
ZX WOOD BUCK INSTALLATION ANCHOR SHIM SPACE eR ,
BY OTHERS 11/2"MIN 3 THREADS MIN.
EMBEDMENT PENETRATION BEYOND
EXTERIOR FINISH STEEL STRUCTURE P.D.aoxan
BY OTHERS _ MCCOMa.41519649
INTERIOR Pi xl-634autFX60Iaaa-3188
PERIMETER CAULK "' 1/4"MAX.
BY OTHERS SHIM SPACE m
m
(... I.
IAS U
O.A.WINDOW 8 ENG`DDETTAILAIL I Lu a
HEIGHT 20 GA.MIN,STEEL STUD Z
FRAMING BY OTHERS \ to me
SEE DAZING IL 1 #10 SELF-TAPPING SCREW rn 0 m H a m
INSTALLATION ANCHOR w " p rL H
EXTERIOR �i Y I�IiNTERIOR SHEATHING Lvj w� � N as¢
A VERTICAL SEC11®�V EXTERIOR FINBY ISH 3AB l0
EXTERIOR r Z Wm��
°I 3 m
3 HEAD-2%WOOD BUCK
BY OTHERS a
FLANGE FRAME PERIMETER CAULK O.A.WINDOW
BY OTHERS WIDTH o
SEE GLAZING LI
DETAIL 1 \
1 HORIZONTAL SECTION � m
\ 3. ]AMB-STEEL STUD FRAME
EXTERIOR
g INTERIOR FLANGE FRAME 2
O6 o
10 H
1/4"MAX. 11/4"MIN. w w
VERTICAL SECTION SHIM SPACE EMBEDMENT
3 MEETING RAIL
INTERIOR CONCRETE/MASONRY
EXTERIOR SEE GLAZING BY OTHERS O
DETAIL I INTERIOR IX WOOD BUCK OPTIONAL
i10 SEE GLAZING BY OTHERS
7 DETAIL 1oil
3/16"ITW TAPCON' ��`��Q�•
INSTALLATION ANCHOR
O.A.WINDOW 12 -2A ' _ �~ ••,b �.-
HEIGHT -
1/4"MAX.
1 SHIAL SPACE a' ]J/A"MIN� EDGE DISTANCE EXTERIOR FINISH �i��O�y *PFi0;��a�'$
BY OTHERS
PERIMETER CAULK EXTERIOR >. t w
PERIMETER CAULK 06 m llu Z m
BY OTHERS O.A.WINDOW BY OTHERS a q Lrj� 2 u Z
PRECAST SILL N!I[>TH p o
BY OTHERS
DwG
HORIZONTAL SECTION 1F
'VERTICAL SECTION � ] CRF�14
qM8-1%BUCK/CONCRfiFE/MASONRY
SILL-PRECAST CONCRETE c J J FLANGE FRAME SHEET, a OF G
CAULK BETWEEN
CONCRETE/MASONRY 4 2X 1/4"MAX. G�I��T
WOOD BULK BY OTHERS SHIM SPACE
CONCRETE/MASONRY BY OTHEIRS
2X WOODBUCK
BY OTHERS P.O.wx826
MCCOM9,NZ 39649
48 WOOD SCREW 11/2"MIN.EMBEDMENT INTERIOR PK W-686-6121 FX:601-703-3036
INSTALLATION ANCHOR 3/4"MIN 20 GA,MIN,STEEL STUD m
EDGE DISTANCE FRAMING BY OTHERS m
1"X 2"WOOD STOP
3 THREADS MIN.
w
SEE GLAZING
EXTERIOR FINISH 2 >m
BY OTHERS 1/4"MAX DETALi,l 8 PENETRATION BEYOND Z �„ -.
SHIM SPACE STEEL STRUCTURE o a m m
O
ma`s a Lu
PERIMETER CAULKa, Z¢m
.A.WINDOW 1B #10 SELF•7APPIN65CREW
Om Z
BY.OTHERS INSTALLATION ANCHORm ~~aq
HEIGHT / w "
10 SHEATHING --
SEE GLAZINGLL ¢ m�+
I EXTERIOR 10 3B BY OTHERS p w m
1 DETAIL 2 EXTERIOR FINISH a
t BY OTHERS
EXTERIOR INTERIOR O.A.WINDOW PERIMETER CAULK H
WIDTH BY OTHERS
0
VERTICAL SECTION HORIZONTAL SECTION m
�"-F� HEAD-2X WOOD BUCK ( JAMB-STEEL STUD FRAME �.
FIN FRAME-36"X 72",UNIT FIN FRAME-48"X 72"UNIT
--{ 5!8"O.A.INSULATED GLASS O z
1/2"MIN.GLASS / > u
BITE w
w
XTERIOR INTERIOR I o
SEE GLAZING
DETAIL 1
T [0 � /
O.A. 1/4"AAAX. SILICONE BEDDING NOTE:
WINDOW 12 2B SHIM SPACE GLASS PY PER
NESS ,E 1 TYPE
HEIGHT GLAZING DETAIL 1 MAY VARY PERASTME1300-04 ���`,EiO•.*a���/
GLASS CHART RE UIREMENTS J
3/4"MIN.EDGE DISTANCE Q Q, ,•
AMC)REQUIREMENTS SET FORTH
`� w .
1/2"'O.A.INSULATED GLass �--• 7:03 THE CURRENT FLORIDA 02 AB
PERIMETER CAULK I BUILDING CODE. tL g
BY OTHERS / \ z
N ~�
y y1-
EXTERIOR FINISH 1/4"MIN.GLASS \
BY OTHERS .•`. " CAULK BETWEEN BITE \ ii�GdJ,'••,.• F �
#10 WOOD SCREW CONCRETE/MASONRY b 2X 7—F-- �ii H ►c 4Ro`� l�
INSTALLATION ANCHOR 11/2"MMS\`WOOD BUCK BY OTHERS M
T
2X WOOD BUCK BY OTHERS CONCRETE/MASONRY ¢o m u�.
EMBEDMENT By OTHERS `O
F VERTICAL SECTION / o o _ z
SILL-2X WOOD BUCK
SILICONE BEDDING DWG'
#: p}•��01'4
4
FIN FRAME-48"X72"UNIT GLAZING DETAIL CRI'
SHEET: 4 OF 5
RILL OF MATERIAL '^
ITEM# DESCRIPTION MATERIAL MANUFACTURER
Clqor-T
IA, FRAME.HEAD-FLANGE 6063-T5 ALUMINUM CROFT,LLC FRAME,HEAD-FIN
16 FRAME HEAD-FIN 6063-T5 ALUMINUM CROFT,LLC lA FRAME NERD-FLANGE 1 B 6063-T5 AL.
6063-T5 AL.
2A FRAME.SILL-FLAN&E 6063-T5 ALUMINUM CROFT,LLC TYPICAL WALL THICKNESS:.OSV' TYPICAL WALL THICKNESS:.050°
P,iT @(D(825
26 FRAME SILL-FIN 6063-T5 ALU19MM CROFT,LLC MCCOMS,Au39b41
3A FRAME JAMB(LH)-FLANGE 6063-T5 ALUMINUM CROFT,LLC err ert bB�mx]F%:bol-7e3 31oq
3B FRAME JAMB(LH)-FIN 6063-T5 ALUMINUM CROFT,LLCI.776"-•— 1,776"
4A FRAME JAMB(RH)-FLANG5E 6063-T5 ALUMINUM CROFT,LLC ( I r u Q
48 FRAME JAMB(RHO-FIN 6063-T5 ALUMINUM CROFT,LLC L663" �` $
5 MEETING RAIL 6063-T5 ALUMINUM CROFT,LLC 1.315" uj
6 VENT HEAD 6063-T5 ALUMINUM CROFT,LLC v
7 VENT SILL 6063-T5 ALUMINUM CROFT,LLC V m m
rn a T t m
9 VENT JAMB 6463-T5 ALUMINUM CROFT,LLC m �i r•+
9 VENT STOP 6063-T5 ALUMINUM CROFT,LLC w A¢z m
10 GLAZING BEAD RIGID PVC CROFT,LLC 2A FRAME SILL-FLANGE ZS FRAME
AME SILL"FTN �o a S W o.
11 CAM LOCK CROFT,LLC 6063-T5 AL TYPICAL WALL THICKNESS:•050" a °'
12 PIVOT BAR CROFT,LLC TYPICAL WALL THICKNESS:.050' $ a a
13 BALANCEASSEMBLY CROFT,LLC
i4 VINYL SEAL - CROFT,LLC L639° L.638" o
15 WaOLPILE CROFT,LLC I 1
1.906"
2.453" (n m
O
O
3A 4A.
FRAME
063-T5 ALA,MB(LHJRH)-FLANGE 3 B
FRAME A�AMB(LH)-FIN 46 �oG MTE ALAMB(RH)-FIN MEETING RAIL 3-TS AL >
TYPICAL WALL THICKNESS:,050" TYPICAL WALL THICKNESS:.050" TYPICAL WALL THICKNESS:.050" / TYPICAL WALL THICKNE5S:.050' Lu
Lu
.2.699°
2.X76' f.7�3T I 0
I.776" 1.776" v=� t
2.102" �.����0...........
VENT HEAD VENT SILL VENTJAMB 10 fLAZINGBEAD 0. r-1 .' y
/ 6063-T5 AL. 6063-T5,AL. J 6063-T5 AL, RIGID PVC s
TYPICAL WALL THICKNESS.,050" TYPICAL WALL THICKNESS:.050" TYPICAL WALL THICKNESS:.050"
0.923"
—�I F+-0.935" F r0.54i" r"'a��cy�''•�. ••'p4 ,tom
1,379" T--1
i to^t m u7 m'2 a n
1:5i65" O.B55"--1 ¢� s 2 2 �Z
1.404" o p u
awG#:
CRFQ14
SHEET: 5 OF 5
Florida Building Code Online Page 1 of 1
41
SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&facts Publications FDC Staff BCIS Site Map Links !, Search`:
db
t App
i =i'1, ;USEER PubliccUUserovat RECEP"D MAY 22 7017
- U,od,,ct Aocrbval tlenu_ >prga,Vs,.5tr Anpti;djfq,{¢;ySe,'Ect,>Application Ust
e
" Search Criteria FILE C � Refine Search
R:
Code Version 2014 FL# 17206,1
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality_Assurance Entity Contract Expired ALL
Product Model,Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
Search Results-Applications
L#? T.Yp& tlntldOcerl ' S,$ 8�". l
177. -R3 Affirmation WOODLAND INDUSTRIES,INC. Locke Bowden Approved
iti ry FL#:FL17206.1 (334)300-1800
Model:TYPE I AND TYPE II underlayrnents-HVHZ
Description: #15 and#30 Asphalt-Saturated Organic Felt
Category:Roofing
Subcategory:Underlayments Ll
'Approved by DBPR.Approvals by OBPR shaft be reviewed and ratified by the POC and/or the Commission if necessary..
Contact Us::2601 Blair stone Road Tallahassee FL 32399 Phone:850.487.1824
The State of.Fiodda is an AAIEE4 employer:Copyright 2007.2013.„,'jtte of Florida,::Privacy statement::Accessibility Statement::Refund Sfatoment �((
Under Florida law,email addresses are public records.if you do not want your e-mall address released In response to a public-records request,do not send
electronic mail to this entity..Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.`Pursuant to
Section 455.275(1),Florida statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S,must provide the Department with an email address If
they have one.The omatis provided may b2 used for official communication with-the licensee,However email addresses are publicrecord.If you do not wish to
suppty a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under.
Chapter 455,P.S...please click bffp,.
Product Approval Aocepts:
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https://www.floridabWlding.org/pr/pr_app lst.aspx 2/27/2017
- I
i
CONS'TRUC'TION MATERIALS
T E C H N 0 L 0 G I E S
ACCREDITED
i
LABORATORY TEST REPORT
I
9
Report for: Woodland Industries Date: July 27,2009 4
1520 Kalamazoo Drive
Griffin, GA 30224 }i
Attention: Dina Crownover i
Product Name: No. 15 Manufacturer: Woodland industries
Date Received: June 25,2009 Source: Woodland Industries
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PRI Report No.: Wil-005-02-02 Dates of Testing: July 1 —July 14,2009
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Subject: The purpose of this project was to test Woodland Industries No.15 asphaltfeit underlayment
for compliance with the Florida Building Code 2007,Sections 1507.2.3, 1507.5.3, 1507.6.3, z
1507.7.3, 1507.9.3, and 1507.8.3: Underlayment using ASTM D 4869-04: Standard y
Specification for Asphalt-Saturated Organic Felt Underlayment Used in Steep Slope Roofing,
Type 1 (#8) and for compliance ASTM D 4869=05": Standard Specification for Asphalt- {
Saturated Organic Felt Underlayment Used in Steep Slope Roofing,Type 1(#8).
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Test Methods: The test methods used included those found in ASTM D 4869: Standard Specification for
Asphalt-Saturated Organic Felt Underlayment Used in Steep Slope Roofing and including:
ASTM D 146:Standard Test Methods for-Sampling and Testing Bitumen-Saturated Felts and {
Woven Fabrics for Roofing and Waterproofing;ASTMD 228: Standard Test Methods for
Sampling, Testing, and Analysis of Asphalt Roll Roofing, Cap Sheets,and Shingles Used in
Roofing and Waterproofing; ASTM D 1922: Standard Test Method for Propagation Tear
Resistance of Plastic Film and Thin Sheeting by Pendulum Method,ASTM D 6136:Standard
Test Method for Kerosene Number of Unsaturated(Dry)Felt by the Vacuum Method;ASTM
F 1087: Standard Test Method for Linear Dimensional Stability of Gasket Material to
Moisture.
Sample The sample received from Woodland Industries on June 25,2009 and was a full factory
Description: labeled roll of felt.
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Wil-005-02-02 PRI Accreditations:IAS-ES TL-189;Stale of Florida TST5878;Metro-Dade 05-1116.02;CRRC
The test results,opinions,or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated l
client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in i
full withoufthe written approval of this laboratory.PRI Construction Materials Technologies,LLC.assumes no responsibility normakes a {I
performance or warranty statement for this material or products and processes containing this material in connection.with this report
PM Conslnx6on Ma-rials Technologies,U.C.6408 Bmger Drive Tampa,FL 33610 Tei:813-621.5777 Fax:813.621.5540 e-rraK rra1ariasle550-y@pA=tcom WeaS a ht1p•,toAsvr.0=.caM f
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Woodland lndustries
Laboratory Test Report for No.15 Felt
Page 2 of 3
Results of Testin
Property AS�Tm Test
Meth
.. Result 4869
:.
-6.Materials and.-Mfg.
5.1 Saturation Uniformity D 4869 Pass Uniform
5.2 Upon tearing D 4869 Pass No lumps or
foreign sub.
6.0 Physical ReqAlrements
Tear Strength @,73°F,-N N`D 1,922
MD 0.72 0.45 min f'
CMD 0.96 0 45 min
Pliability'@ 73'E.-,--,
MD_ Pass Pass 0.5°
CMD ---- Pass Pass 0.5" E
Loss on Heating @ 2217, % D 146 2.45 6 max
Liquid Water Transmission D 4869 Pass I, Pass j
Breakirig Strength, Ibfhn.,
MD 53 30 min }
CMD 16 C 15 min ;
,Dimensional stability, °Io F.1087
MD Low to high humidity 0.32 , 2.00 max
CMD Low to high humidity 2.00 { 2.00 max
Width of roll, in D 146 _36 j 36±0.7%"
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Area of roll, sq.ft. D 146 368 'vl 432°min
Net mass,satd.felt, lb/100 ft2 D 146 9.3 8.0 min l�
Net mass saturant, Ib/100 ft2 D 146 4.7 i7 4.0 min j
Net mass desaturated felt, Ib/100 ft' D 146 4.3 i 4.0 min
Saturation by wt., % D 146 109 ( 100 min
Moisture at time of manufacture, % D 95 2.0 �. 2.0'max �
Saturating Efficiency, % by Wt. D 4869 78 ] 75.0 min
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Shall not crack'
° or be sticky as to .
6,2 Unrolling at 32 F and 140°F 0 4869 Pass
cause tearing or ;
other dams e '
Note A: Or, as agreed upon by purchaser and seller. �.f
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VVII-005-02-02 PRI Accreditations:IAS-ES TL-189:State of Honda'[S-1'5878:Metro-bade 05-1116,02;CRRC
The test results,opinions,or Interpretations are based on the material supplied by the client.This report Is for the exclusive use of stated I
client. No reproduction orfacsimile in any form can be made without the client's permission. This report shall not be reproduced except in '
full without the written approval of this laboratory. PRI Construction Materials Technologies,LLC.assumes no responsibility nor makes a
performance or warranty statement for this material or products and processes containing this material in connection with this report
PRI Cmstnrtl°n Materials Techno'egles,I.I.C.U08 8edger Drlve Tampa,Fl 33610 Tel:81 M21-5777 qac 813-621.5850 e-mat mntedalstesllrrl@prlemLcom N'eb5lt3:httplArcn.pr Gr 1.com
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Woodland Industries
Laboratory'rest Report for No.15 Fett
Page'3 of 3
Statement of Compliance:
This product complies with all of the requirements the Florida Building Code 2007, Sections 1507.2.3,
1507.5.3, 1507.6.3, 1507.7.3, 1507.9.3, and 1507.8.3: underlayment using ASTM D 4869-04: Standard
Specification for Asphalt-Saturated Organic Felt Und6dayment Used in Steep Slope Roorrng,Type 1(#8). This
product also complies with all of the requirements of ASTM D 4869-05":Standard Specification forAsphalt-
Saturated Organic Felt Underlayment Used in Steep Slope Roofing,Type 1(#8). Limitations:Not for use in
Dade County.
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Signed: Signed:
Donald C. P6Afolio D u c T. Nge
President Florida Registered � fessional Engineer �I
P. E. Number:65034
Date: 7�L (`r Date:
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WII-005-02-02 PRI Accreditations:IAS-ES TL-189;State of Florida TST5878;Metro-Dade 06-1116.02;CRRC
The test results,.opinions,or interpretations are based on the material supplied by the client.This report is for the exclusive use of stated �.
client. No reproduction or facsimile in any form can be made without the client's permission.This report shall not be reproduced except in
full without the written approval of this laboratory. PRI Construction Materials Technologies-,LLC.assumes no responsibility nor makes a
performance or warranty statement for this material or products and processes containing this material in connection with this report A
PRI Constructbn UzIerias ra;hnalag as,LLC.6103 Mger Ur ve Tampa,FL 33610 Tel:813521-5777 Fax 813521.5840 e-mal 1kebSlte:hV, 6wvnv.piaMtC0m 1
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