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AUG 2 9 2018
0OFF1c5-OF THE FL# FL15970-RS
ST. LLiGIa Cown':Yr PormMing
SECRETARY Application Type Editorial Change -- •=�-=- �= ''"'~
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and rated by the
POC and/or the Commission if necessary.
Comments
Archived ❑
Product Manufacturer Eastern Architectural Systems
Address/Phone/Email 16341 Domestic Ave.
Ft. Myers,FL 33912
(800)432-2204 Ext 4305
ifiesher@eastemnietal.com
Authorized Signature James Flesher
jflesher@eastemnietal.com
Technical Representative Timothy J. Hoard
Address/Phone/Ercall 10030 Bavaria Road
Fort Myers, FL 33913
(800)432-2204 Ext 4314
thoard@eastemmetal.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Horizontal Slider
Compliance Method Certification Mark or Listing
` Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2005
ASTM E1886 2005
ASTM E1996 2006
TAS201 1994
TAS202 1994
TAS203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL15970 R5 Equiv EER 2098 Rev l.pdf
Product Approval Method Method 1 Option A
Date Submitted 07/09/2018
Date Validated 07/09/2018
Date Pending FBC Approval
Date Approved 07/15/2018
Summary of Products
FL O Model,Number or Name Description
15970.1 Series HR 10005 Horizontal Roller Series HR 10005 Horizontal Roller- LMI HVHZ
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL15970 R5 C CAC NI011287-Rl.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/30/2021
Design Pressure: +60.0/-60.0 Installation Instructions
Other: FL15970 R5 II EAS0001 RevA OX Horizontal Roller ss.pdf
Verified By: Robert J.Amoruso,P.E.49752
Created by Independent Third Party:Yes
Evaluation Reports
FLIS970 R5 AE NOA Saflex PVB 15-1201.11.Ddf
FLI5970 R5 AE PER 2098 Rev l.odf
Created by Independent Third Party:Yes
15970.2 Series HRP 1000F Horizontal Roller Series HRP 1000F Horizontal Roller- LMI HVHZ
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15970 R5 C CAC NI011286.01-R2.pdf
Approved for use outside HVHZ:Yes FL35970 R5 C CAC NI011286-Rl.Ddf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +60.0/-60.0 04/30/2021
Other: Installation Instructions
FLI5970 R5 II EAS0002 RevA XOX Horizontal Roller ss.pd
Verified By: Robert J.Arroruso,P.E. 49752
Created by Independent Third Party:Yes
Evaluation Reports
FL15970 R5 AE NOA Saflex PVB 15-1201.1l.Ddf
FL15970 R5 AE PER 2098 Rev l.Ddf
Created by Independent Third Party:Yes
Pack wext
Contact Us::2601 Blalr Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Coyyriaht 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 a-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 mall.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 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 which can be made available to the public To determine if you are a licensee
under Chapter 455,F.S.,please dick here.
Product Approval Accepts:
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Credit Card
Safe
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EASTERN ARCHITECTURAL SYSTEMS
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SERIES HR 10005 HORIZONTAL ROLLER - LMI
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INSTALLATION ANCHORAGE DETAILS �* o
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GENERAL NOTES: INSTALLATION NOTES:
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1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT EDITION OFTHE FLORIDA BUILDING 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
CODE(FBC)INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURES STATED HEREIN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE N
2- THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT(S)NO. USED FOR PRODUCT INSTALLATION. U] O
LL
ESP009274P-3, ESP009274P-4,ESP009274P-8 AND ESP009274P-9 AND ASSOCIATED LABORATORY DRAWINGS. w Lr.w
3. ANCHORS ARE TO MATCH TYPE,SIZE,EDGE DISTANCE AND EMBEDMENT OF THOSE SHOWN IN THE W J N z UQ)
3. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING ASA MAIN WIND FORCE INSTALLATION ANCHOR SCHEDULE SHOWN ON THIS SHEET FOR THE RESPECTIVE SUBSTRATE. E- 0 W O W
REOf SISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE
STRUCTURE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM C o
ALLOWABLE SHIM SIZE IS 1/4 INCH.SHIM WHERE SPACE OF 1116 INCH OR GREATER OCCURS.SHIM(S) 1,tW � Z
4. IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. F-1 ps Z
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF O OO =
RECORD. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES(INCLUDING BUT NOT LIMITED TO �•' m a) If—i~ -� Q
STUCCO,FOAM,BRICK VENEER,AND SIDING). E C*. = I g m~ Z
5. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A a a
SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED 6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT O Z
HEREIN,SITE SPECIFIC DOCUMENTS SHALL BE PREPARED FOR USE WITH THIS DOCUMENT, MATERIAL OR HAVE CORROSION RESISTANT COATING.DISSIMILAR METALS INCLUDING FASTENERS E d
THAT MAY COME INTO CONTACT WITH ALUMINUM FRAMING SHALL HAVE BEEN PROTECTED. x x O
6. THIS PRODUCT COMPLIES WITH THE REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE(HVHZ)FOR In
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OPENING PROTECTION OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE AND DOES NOT REQUIRE AN 7. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTOw E' 0`-
IMPACT RESISTANT COVERING. MORTAR JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR O 0 O d
6.1. FOR INSTALLATION 30 FT.ABOVE GRADE,ALL UNITS MUST BE SAFETY GLAZED OR COVERED BY AN IMPACT JOINT INTO FACE SHELL OF BLOCK
PROTECTIVE SYSTEM MEETING THE REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING Z w
CODE. 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S as
INSTALLATION INSTRUCTIONS.ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS W
7. WHEN USED IN AREAS OUTSIDE OF THE HIGH VELOCITY HURRICANE ZONE(HVHZ)REQUIRING WIND BORNE DEBRIS THAN THE MINIMUM STRENGTH SPECIFIED IN THE INSTALLATION ANCHOR SCHEDULE ON THIS SHEET. to K yae
PROTECTION,THE OPENING PROTECTION REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING
CODE ARE MET.AN IMPACT RESISTANT COVERING IS NOT REQUIRED.THIS PRODUCT MEETS MISSILE LEVEL"D'AND W to o 412
INCLUDES WIND ZONE 4 AS DEFINED IN ASTM E 1996 AS MODIFIED BY THE CURRENT EDITION OF THE FLORIDA "
BUILDING CODE. DESIGN PRESSURE RATING(PSF) IMPACT RATING
B. MATERIALS
8.1. WINDOW FRAME MATERIAL:EXTRUDED ALUMINUM 6063-T60.063"THICK. +60.01-60.0 LARGE MISSILE
82. WINDOW SASH MATERIAL-EXTRUDED ALUMINUM 6063-T6 0.062"THICK
9. GLASS MEETS THE REQUIREMENTS OFASTM E1300-04e1 GLASS CHARTS. ANCHOR SCHEDULE
SEE SHEET 3 FOR GLAZING DETAILS.
.) EDGE DISTANCE ANCHOR CAPACITIES
10. DESIGNATIONS"X"AND"O"STAND FOR THE FOLLOWING(AS APPLICABLE): SUBSTRATE INSTALLATION SCREW HEAD MANUFACTURER EMBEDMENT
SCREW SIZE ANOfOR IIMwIm (I�mw BASED ON
10.1. X:OPERABLE SASH TSE TYPE SPECIFICATION
102. O:FIXED SASH
CONCRETE THRU-FRAME FIATORPAN 3116" ITW TAPCONS"' 1-12" 1-118" MIN.2000 PSI CONCRETE
11. IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE,WOOD SHALL HAVE BEEN HEAD Robert J.Amoruso,P.E.
PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES. FL P.E.No.49752
12. ALL UNITS UNDER THIS APPROVAL SHALL USE SETTING BLOCKS IN COMPLIANCE WITH THE CURRENT MASONRY FLAT OR PAN STRENGTH ;7 Digitally signed
EDITION OF THE FLORIDA BUILDING CODE WHEN APPLICABLE. (BLOCK/CMU) THRU-FRN°E HEAD 3116" ITW TAPCONSI'F 1" 2• CONFORMANCETOASTM by Robert J.
TABLE OF CONTENT C-90,MEDIUM WEIGHT I' Amoruso
FLATOR PAN ANSIBt8.6.1 yj,NFS',wo, ON:cn=Robert J.
SHEET DESCRIPTION NO.10 WOOD WITH AMINIMUM 'e��`O`"8`s°?`' Amoruso,o,
1 GENERAL AND INSTALLATION NOTES wooD THRO-FRAME HEAD (NooD scREvt7 1-318" 314" SPECIFIC GRAVITY OF " '°'° �:ou=Arc Product
FLAT OR PAN ASME 818.6.4 0.55. `* Desi nGrou
2 ELEVATION AND ANCHORING LAYOUT HEAD No.10 (fPPPINGSCREW) c�.<'"a o° '4= 9 t
NOTES: �'S�P°SION�E�p�"'""� email=robert@pt
3 VERTICAL CROSS SECTION AND GLAZING DETAILS c-corp.com,_.__''
1)0W(ADVANCED THREADFORM TECFINOLOGY)TAPCONSWLL BEUSED FORCONCREMMASONRY P6TALLATIOPI ••,•,� a=US
4 HORIZONTAL CROSS SECTION 2)FORWOODSCIRENSIFSRtrnNGISACONCBV,DRLL0.1IT(34DRLLSZE)PLOTHOLEFORNO.10WOOD SaRew. Date:2075.06.14
5 BILL OF MATERIALS AND COMPONENTS 3)FORTAFPNGSCREWSFSPLRTINGSACONCERN,CRLL0.121"(31CPoLL SIZE)PILOTHOLEFORNO I0TAFPIGSCFZEN. / 1638:40-04'00'
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FL P.E.No.49752 P.E
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SERIES HR 1000S HORIZONTAL
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EXTERIOR VIEW °SsdNA�E`�0
Digitally signed by Roberti.
Amoruso
DN:cn=Robert J.Amoruso,o,-_
ou=PTC Product Design Group,
email=robert@ptc-corp.com'r—Us
Date:2015.06.1416.38•S4-04'00'
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EDGE DISTANCE
VARIES SEE ANCHOR SUBSTRATE VARIES
SCHEDULE SHEET 1 SEE ANCHOR SCHEDULE to
INSTALLATION ANCHOR SHEET 1 5/16" O.A. to
NOMINAL
VARIES SEE ANCHOR 0.090" SAFLEX
SCHEDULE SHEET 1 1/8" ANNEALED o
MIN. EMBEDMENT VARIES PVB BY EASTMAN a z
PERIMETER SEAL SEALANT SEE ANCHOR SCHEDULE CHEMICAL CO. (MA) w
BY OTHERS BY OTHERS SHEET 1 EXTERIOR
1/8" ANNEALED
FLANGE TO BE 8 g < �
SET IN BED OF INTERIOR
SEALANT BY OTHERS. 15 1/4" MAX 12 19 to a o
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SEALANT BY OTHERS. F SHIM 16
SEE NOTE THIS SHEET
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PERIMETER SEAL MIN. EMBEDMENT VARIES 3/4" GLASS
BY OTHERS SEE ANCHOR SCHEDULE BITE
Robert J.Amoroso,P.E.
INSTALLATION ANCHOR SHEET 1 SPACER IS A STEEL XL FL P.E.No.49752
VARIES SEE ANCHOR EDGE BY CARDIANL OR : ,-
SCHEDULE SHEET 1 DURASEAL BY QUANEX omEP!.ae" oyez
GLAZING DETAIL 2
EDGE DISTANCE SUBSTRATE VARIES
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SCHEDULE SHEET 1 SEE ANCHOR SCHEDULE —.1" -
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SHEET 1 oH��E„
FLANGE NOTE: Digitally signed by Robert J.
A VERTICAL CROSS SECTION THE FLANGE IS A NON—STRUCTURAL Amoruso _
Amorus _
PART. IT MAY BE TRIMMED SHORT OR DN:cn=R6bertJ:
INSTALLATION o,o,
3 REMOVED ALL TOGETHER DEPENDING ou=UCVroductDesignGroup,
ON INSTALLATION REQUIREMENTS. email=robert@ptc-corp.com,c=US
D4te:2015.06.14 16:39:09-04'00'
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14 4 11 BY OTHERS
SET IN BED OF INSTALLATION ANCHOR 15 INSTALLATION ANCHOR FLANGE TO BE
SEALANT BY OTHERS. VARIES SEE ANCHOR VARIES SEE ANCHOR SET IN BED OF
SEE NOTE THIS SHEET SCHEDULE SHEET 1 TE
EXTERIOR SCHEDULE SHEET 1 SEE NOTE THISLANT BYOSHSRS.
_HORIZONTAL CROSS SECTION
4 INSTALLATION
FLANGE NOTE: Robert J.Amoruso,P.E.
THE FLANGE IS A NON-STRUCTURAL FL P.E.No.49752
PART. IT MAY BE TRIMMED SHORT OR
REMOVED ALL TOGETHER DEPENDING
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ON INSTALLATION REQUIREMENTS. 9: '-
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Digitally signed by Robert J.
Amoruso --
DN:cn=Robert).Amoruso.o,-
ou=P.TC Product Design Group,
email=robert@pt[-corp.com,c=U5
Date:2015.06.1416:3925.04'00'
BILL OF MATERIALS 1 3/8"
ITEM # PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 3 19/64"
1 GAH-49665 NEW IMPACT HR SILL INDALEX AMERICA, INC. ALUMINUM 6063—T6 3
m
2 GAH-48982 NEW IMPACT SH VENT HEAD INDALEX AMERICA, INC. ALUMINUM 6063—T6 1 37/64" c
I �
3 GAS-46856 IMPACT VENT JAMB INDALEX AMERICA, INC. ALUMINUM 6063—T6 T
4 GAH-48984 IMPACT MEETING RAIL INDALEX AMERICA, INC. ALUMINUM 6063—T6 O IMPACT VENT JAMB o
5 GAS-48415 5/16" IMPACT GLAZING BEAD INDALEX AMERICA, INC. ALUMINUM 6063—T6 3 27/64" EXTRUDED ALUMINUM 6063-T6 a o
0.062"THICK IF] nB
6 SERIES 1988 ROLLER ASSEMBLY AMESBURY HARDWARE STEEL
a
7 LATCH/LOCK ASSEMBLY g
8 5/16" LAM[ IMPACT GLAZING a
IMPACT HR SILL Lo
0
9 5/8" IGU LAMI IMPACT GLAZING EXTRUDED ALUMINUM 6063-T6 w m o 0
0.063"THICK 59 J N
10 SIKAFLEX 552 / SIKA CORPORATION g N
STRUCTURAL ADHESIVE GLAZING SILANE—TERMINATED —' � rn
F'
COMPOUND POLYMER zwo� �
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11 FIN WEATHERSTRIPPING 2 37/64" < a
12 30228 GLAZING VINYL 5/16" GLASS —�— O o—o vi
13 30222 GLAZING VINYL 5/8" GLASS 1 5/I 16" '1 � 2 E e w =�j Z o~ z
14 #8 x 3 1/2" PH SMS MEETING RAIL 2 17 64" U -m
TO SILL ASSEMBLY SCREW A / W x ��
15 #8 x 1" PH SMS FRAME ASSEMBLY 5/1� x N x
SCREW i s GLAZING �F g��
16 GAS-48191 5/8" IMPACT GLAZING BEAD INDALEX AMERICA, INC. ALUMINUM 6063—T6 COMPOUND STOP o �? m
IMPACT SH VENT HEAD EXTRUDED VINYL 0.085"THICK z of -
17 49652 VENT S.H. VENT SILL INDALEX AMERICA, INC. ALUMINUM 6063—T6 O EXTRUDED ALUMINUM 6063-T6 m o y a
18 #8 x 3/4" PH SMS SASH ASSY 0.062"THICK H w J 5e5
UJ m
19 RP-1009 GLAZING COMPOUND STOP PROTOTYPE PLASTICS VINYL W Ng$�
20 VINYL BULB SEAL VINYL aja�
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2 3/8" 1 45/64" 1 15/64' 1 15/64"
5/8„ � 5/16" � '
2 33/64" 2 37/64" 15/16" 15/16
II u Robert J.Amoruso,P.E.
1 17/32" 1 5/8" �9 FL P.E.No.49752
_ "yrere _
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5/16" IMPACT ��
5/8 INS IMPACT _
Q VENT S.H.VENT SILL IMPACT MEETING RAIL GLAZING BEAD 16 GLAZING BEAD ''' °° °F
17 O EXTRUDED ALUMINUM 6063-T6 ooFos%%o
EXTRUDED ALUMINUM 6063-T6 EXTRUDED ALUMINUM 6063-T6 EXTRUDED ALUMINUM 6063-T6
0.063"THICK 0.062"THICK 0.062"THICK 0.062"THICKstall si g y g y'
Di nedb RobertJ.
Amoruso
DN:cn=RobertJ.Amoruso,o;
ou=PTCFroduct Design Group,
email='robert@ptc-corp.com,c=US
Date:2015.06.14 16:39:39-"00'