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Product Approval Menu>Product or Aooliotion Search>Aoolication List>Application Detail
01 FLFL17961
A i- o T ePNew
Cod Vers 2014
Application Status Approved
Comments
Archived
Product Manufacturer Kennedy Skylights,LLC
Address/Phone/Email 5294 Tower Way
Sanford, FL 32773
(602)485-5984
bgowers@nitubular.com
Authorized Signature Ben Gowers
bgowers@nitubular.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative Pearl Strickland
Address/Phone/Email 5294 Tower Way
Sanford,FL 32773
(407)330-5150
pearl@kennedyskylights.com
Category Sky Lights
Subcategory Skylight
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Robert].Amoruso, PE
Evaluation Report
Florida License PE-49752
Quality Assurance Entity National Accreditation&Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Charles A. Pagen P.E.,Ph.D. Fenestration Technology
Validation Checklist-Hardcopy Received
Certificate of Independence FL17961 RO COI CI 2386 RevO 415-0714 ss.Ddf
Referenced Standard and Year(of Standard) Standard Year
AAMA/CSA/WDMA 101/I.S.2/A440 2005
ASTM E1886 2002
ASTM E1996 2002
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL17961 RO Eauiv EER 2386 RevO 415-0714 ss.Ddf
Sections from the Code
Product Approval Method Method I Option D
Date Submitted 08/07/2015
Date Validated 08/10/2015
Date Pending FBC Approval 08/15/2015
Date Approved 10/16/2015
Summary of Products
FL# Madel,Number or Name Description
17961.1 "ISFG4"Curb Mounted Self-Flashing "ISFG4"Curb Mounted Self-Flashing Glass Skylight-Large
Glass Skylight Missile Impact for Wind Zone 4/Missile Level D
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17961 RO 11 KENN0004 RevA ISFG4 ss.pdf
Approved for use outside HVHZ-Yes Verified By: Robert 3.Amoruso,PE FL PE No.49752
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: +52.51-52.5 Evaluation Reports
Other: FL17961 RO AE PER 2386 RevO 415-0714 ss.r)df
Created by Independent Third Party:Yes
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Contact Us::2601 Blair Stone Road.TallahasseeFL 32399 Phone:850-487-1824
The State of Florida Is an AAJEEO employer.Copyright 2007-2013 State of Florida.::Privacy Statemen *:AccessiblIfty 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 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 click here.
Product Approval Accepts.
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BMIFS 46
Product Evaluation Report
Date: August 7, 2015
Report#: 2386
Report Revision No.: 0
Project#: 415-0714
Product Mfg.: Kennedy Skylights
5294 Tower Way
Sanford,FL 32773
Product Description: Series ISFG4 Curb Mounted Glass Skylight,Large Missile Impact
Product Category: Sky Lights
i
Product Sub-Category: Skylight
Compliance Method: Product Approval Rule 61G20-3.005(1)(d)-Product Evaluation Report by a Licensed
Professional Engineer
Prepared By: Robert J.Amoruso, P.E.
Florida P.E. No.49752
PTC Product Design Group,LLC, PO Box 520775, Longwood, FL 32752-0775
Florida C of A No.25935
CERTIFICATE OF INDEPENDENCE
����uunnuq��� Digitally Signed by
PTC Product Design Group, LLC and Robert J.Amoruso, �.�` JpMES,q�f� Robert J.Amoruso
P.E.do not have,nor will acquire,any financial interest �.`�� '�.�GENSF' G''� DN:cn=Robert J.
�. N 49752 O
in the company manufacturing or distributing - Amoruso,o,ou=PTC
product(s)covered by this Product Evaluation Report. *= Product Design Group,
3�- TIE OF 94 email=robert@ptc-
PTC Product Design Group, LLC and Robert J.Amoruso, ��'.�`�:'��o R�pP��=� corp.colll,c=US
P.E. do not have, nor will acquire any financial interest �O�i;,S%pNA�E������ Date:2015.08.07
in any other entity involved in the approval process or 14:47:54-04'00'
testing of the product(s) covered by this Product
Evaluation Report. Evaluated by:
Robert J.Amoruso,P.E.
FL P.E.License No.49752
PTC Product Design Group,LLC Project No.415-0714 Robert J.Amoruso,P.E.
P.O.Box 520775-Longwood,Florida 37252 Product Evaluation Report FL No 49752
Phone:321-690-1788 Fax:321-690-1789 No.2386 Page 1 of 5
FBPE Certification of Authorization No.25935
BMIFAV ALW
SCOPE
Evaluate Kennedy Skylights ISFG4 Curb Mounted Glass Skylight, Large Missile Impact for conformance to the
current edition of the Florida Building Code—Building and Residential Volumes excluding the High Velocity
Hurricane Zone(HVHZ).The engineering analysis(Reference 3)determines the anchorage of the product to the
supporting substrate and the product evaluation report(this document)summarizes FBC compliance verification
and appropriate Limitations and Conditions of Use.
Included in this evaluation are product shown on installation drawing(s) KENN0004.
DESCRIPTION OF PRODUCT- INSTALLATION REQUIREMENTS
See Reference 1 and Section Titled "Product Details" in this report for a description of the product, its
installation and other pertinent data related to its approved use.
CODE CONFORMANCE
This product is designed to comply with the 5th Edition(2014) Florida Building Code(FBC)and 5th Edition(2014)
Florida Residential Code(FRC) requirements excluding the High Velocity Hurricane Zone(HVHZ),as defined in the
Product Details section of this evaluation report.
The specific 5th Edition (2014)Florida Building Code(FBC)and 5th Edition(2014) Florida Residential Code(FRC)
requirements that have been met by testing(Reference 2),engineering evaluation (Reference 3)and depicted
on the installation drawings(Reference 1)are the following.
• Testing and Labeling Requirements
o Section 1609.1.2/R301.2.1.2—Protection of Openings
o Section 1626.2—Large Missile Impact
o Section 1710.6—Skylights and Sloped Glazing
o Section 2405.5/R308.6.9—Unit Skylights and Tubular Daylight Devices
■ Testing to ASTM E330,ASTM E331 and ASTM E283 was compared to that required in
AAMA/WDMA/CSA 101/I.S.2/A440 and found to be in compliance with those
requirements.See Reference 3.b for equivalency evaluation.Therefore,Section 2405.5
requirements have been met.
• Margin of Safety
o Section 1504.9—Margin of Safety for wind uplift tests outside HVHZ
• Product Approval Required
o Section 2410.4
• Glazing Requirements
o Section 2405.1—Sloped Glazing and Skylights-Scope
o Section 2405.2—Allowable Glazing Materials and Limitation
• Mounting
o Section 2405.4/R308.6.8—Framing(Curb Requirements)
PTC Product Design Group,LLC Project No.415-0714 Robert J.Amoruso,P.E.
P.O.Box 520775—Longwood,Florida 37252 Product Evaluation Report FL No 49752
Phone:321-690-1788 Fax:321-690-1789 No.2386 Page 2 of 5
FBPE Certification of Authorization No.25935
Ar�ff 4LW
LIMITATIONS AND CONDITIONS OF USE
This product evaluation report contains or makes reference to specifications, technical details and installation
details and/or methods that pertain to the proper use and/or installation of the product specified herein.
Specific limitations and conditions of its use including but not limited to the following are contained in Reference
1 and are the subject of Product Approval in accordance with the State of Florida Product Approval Rule 61G20-
3.
• Design Pressure Rating(psf) • Installation restrictions.
• Installation substrate requirements. • Product description.
• Installation anchor requirements. • Product components.
QUALITY ASSURANCE
This product is manufactured under a quality assurance program audited by an approved Certification and
Quality Assurance Entity National Accreditation & Management Institute (NAMI) as required in Rule 61G20-
3.005(3).See FBC Organization No.CER1773 and QUA1789 for approval under Rule 61G20-3.
APPLICATIONS/INSTALLATIONS OUTSIDE THE LIMITATIONS AND
CONDITIONS OF USE
Rule 61G20-3.005(1)(e) states "Rational engineering analysis cannot be used in lieu of a standard test required
by the Code for approval of products within the scope of the standard, except that project specific approval by
the local authorities having jurisdiction in accordance with alternate methods and materials authorized in the
Code."
Any modification to this product as evaluated in this report and approved by the Florida Building Commission is
outside the scope of this evaluation and will be the responsibility of others. As allowed in Rule 61G20-
3.005(1)(e), a project specific approval by the local authorities having jurisdiction may be used given an
appropriate rational analysis is conducted and deemed acceptable to the local authorities having jurisdiction.
PERFORMANCE AND TESTING STANDARDS SUMMARY
Reference 2 conducted testing to the following standard(s).See Reference 3.b for Equivalency Evaluation of test
procedures to the 5th Edition(2014) FBC/FRC.
1. ASTM E330-90,Standard Test Method for Structural Performance of Exterior windows, Doors,Skylights and
Curtain Walls by Uniform Static Air Pressure Difference
2. ASTM E331-93, Standard Test Method for Water Penetration of Exterior Windows,Skylights, Doors, and
Curtain Walls by Uniform Static Air Pressure Difference
3. ASTM E283-91,Standard Test Method for Determining Rate of Air Leakage Through Exterior Windows,
Curtain Walls,and Doors Under Specified Pressure Differences Across the Specimen
PTC Product Design Group,LLC Project No.415-0714 Robert J.Amoruso,P.E.
P.O.Box 520775—Longwood,Florida 37252 Product Evaluation Report FL No 49752
Phone:321-690-1788 Fax:321-690-1789 No.2386 Page 3 of 5
FBPE Certification of Authorization No.25935
4. ASTM E1886-99,Standard Test Method for Performance of Exterior Windows,Curtain Walls, Doors,and
Impact Protective Systems Impacted by missile(s) and Exposed to Cyclic Pressure Differentials
5. ASTM E1996-99,Standard Test Method for Performance of Exterior Windows,Curtain Walls, Doors,and
Impact Protective Systems Impacted by Windborne Debris in Hurricanes
REFERENCES & SUPPORTING DOCUMENTS
(SEE PRODUCT DETAILS FOR DRAWING VS. TESTING CROSS-REFERENCE)
1. Drawings:
a. KEN N0004, Rev.A,dated 7/15/15,signed and sealed by Robert J.Amoruso, Kennedy Skylights
"ISFG4"Curb Mounted Self-Flashing Glass Skylight-LMI, Installation Anchorage Details
2. Test Reports by National Certified Testing Laboratories, Inc.
a. NCTL-210-2959-1,dated 10/30/03,signed and sealed by Gerald J. Ferrara, P.E.,testing to ASTM
E283-91/E330-90/E331-93 and ASTM E1886-99/1996-99 for"ISFG4"Curb Mounted Self-Flashing
Glass Skylight
3. Reports
a. Anchorage Engineering
i. PTC Report No.2058-1,Rev. 1,Anchorage Engineering for Kennedy Skylights Curb Mounted
Glass and Curb Mounted and Self-Flashing Polycarbonate Skylights, Non-Impact and Impact,
signed and sealed by Robert J.Amoruso.
ii. PTC Report No.2058-2, Rev.3,Anchorage Engineering for Kennedy Skylights Curb Mounted
Glass and Curb Mounted and Self-Flashing Polycarbonate Skylights, Non-Impact and Impact,
signed and sealed by Robert J.Amoruso.
b. PTC Report No. 2386-EER, Rev.0, Equivalency Evaluation to the 5th Edition(2014) FBC for Kennedy
Skylights-Curb Mounted Glass Skylights, Non-Impact and Impact,dated 8/7/15 signed and sealed
by Robert J.Amoruso.
4. Material Certifications
a. Miami-Dade Notice of Acceptance No. 14-0916.10, Kura ray Butacite PVB Glass Interlayer by Kura ray
America, Inc.
I. Formally supplied by DuPont.
5, 5th Edition(2014)Florida Building Code&51h Edition(2014) Florida Residential Code
a. Testing and Labeling Requirements
L Section 1609.1.2/R301.2.1.2—Protection of Openings
ii. Section 1626.2—Large Missile Impact
iii. Section 1710.6—Skylights and Sloped Glazing
iv. Section 2405.5/R308.6.9—Unit Skylights and Tubular Daylight Devices
b. Margin of Safety
I. Section 1504.9—Margin of Safety for wind uplift tests outside HVHZ
PTC Product Design Group,LLC Project No.415-0714 Robert J.Amoruso,P.E.
P.O.Box 520775—Longwood,Florida 37252 Product Evaluation Report FL No 49752
Phone:321-690-1788 Fax:321-690-1789 No.2386 Page 4 of 5
FBPE Certification of Authorization No.25935
c. Product Approval Required
i. Section 2410.4
d. Glazing Requirements
i. Section 2405.1—Sloped Glazing and Skylights-Scope
ii. Section 2405.2—Allowable Glazing Materials and Limitation
e. Mounting
L Section 2405.4/R308.6.8—Framing(Curb Requirements)
Product Details
1. Drawing No. KENN0004
a. Product Name/Series:"ISFG4" Curb Mounted Self-Flashing Glass Skylight-LMI
b. High Velocity Hurricane Zone(HVHZ): NO
c. Outside High Velocity Hurricane Zone(HVHZ):YES
d. Impact Resistant:YES
i. Glazed laminated product using MD NOA 14-0916.10, Kuraray Butacite PVB Glass
Interlayer by Kuraray America, Inc.
e. National Certified Test Laboratory, Inc.Test Report No. NCTL-210-2959-1
f. Design Pressure
L +/-52.5 psf
ii. Margin of Safety=2 applied to Structural Design Pressure per Section 1504.9 of the 5th
Edition(2014) FBC.
g. Performance and Testing Standards
I. Test Report No. NCTL-210-2959-1
1. ASTM E330-90
2. ASTM E331-93
3. ASTM E283-91
4. ASTM E1886-99
5. ASTM E1996-99
PTC Product Design Group,LLC Project No.415-0714 Robert J.Amoruso,P.E.
P.O.Box 520775—Longwood,Florida 37252 Product Evaluation Report FL No 49752
Phone:321-690-1788 Fax:321-690-1789 No.2386 Page 5 of 5
FBPE Certification of Authorization No.25935
4
K
KENNEDY SKYLIGHTS
MODEL "ISFG4" CURB MOUNTED GLASS SKYLIGHT - LMI
LO 115.U i
INSTALLATION ANCHORAGE DETAILS $_
N —
oa
B N
9
D
G �
GENERAL NOTES:
jr2� 6'1.THE PRODUCT'ANCHORAGE SHOWN HEREIN IS
DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE-BUILDING(FBC)AND RESIDENTIAL(FRC)VOLUMES EXCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)FOR WIND ZONE 4.MISSILE LEVEL D AT THE DESIGN PRESSURES)STATED HEREIN. O rJ�2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT NO.NCTL-210.2959-1 AND ASSOCIATED LABORATORY STAMPED DRAWINGS. -"3.THE SKYLIGHT HAS BEEN TESTED IN ACCORDANCE WITH THE WIND BORNE DEBRIS REGION REQUIREMENTS OF THE CURRENT EDITION OFTHE FLORIDA BUILDING CODE-BUILDING(FBC)AND �4U)RESIDENTIAL(FRC)VOLUMES AND DOCUMENTED IN SIGNED AND SEALED TEST REPORT NO.NCTL-210.2959-1 AND ASSOCIATED LABORATORY STAMPED DRAWINGS. F4.GLASSMEETSTHE REQUIREMENTS OFASTM E1309-04e1 GLASSCHARTS.SEE SHEET4 FOR GLAZINGDETAIL -'I '5.ADEQUACY OF THE EXISTING STRUCTURAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE IS THERESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. ON6.SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERING ANALYSIS BY A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT. tx m�O
>1ceZ
7.THIS PRODUCT IS NOT REQUIRED TO USE AN IMPACT PROTECTIVE SYSTEM THAT COMPLIES WITH THE FLORIDA BUILDING CODE IN THE WIND BORNE DEBRIS REGION. Q co Z UCS a
W
B.WHEN APPLICABLE,DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM SKYLIGHT FRAMING SHALL HAVE BEEN PROTECTED IN A MANNER TO PREVENT
GALVANIC CORROSION.FASTENERS SHALL BE MADE OF CORROSION RESISTANT METAL OR HAVE A CORROSION RESISTANT COATING.
N w
9.CURB CONSTRUCTION AND MOUNTING DETAILS: F-I O ,sea
9.1.A CURB SUPPLIED BY OTHERS CONSTRUCTED AND MOUNTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE-BUILDING(FBC)AND W JFg'
RESIDENTIAL(FRC)VOLUMES FOR THE TYPE OF CONSTRUCTION CLASSIFICATION WHERE THE SKYLIGHT IS TO BE INSTALLED IS ALLOWED. x o m
92.INTEGRATION WITH THE ROOF ASSEMBLY SHALL BE IN ACCORDANCE WITH CHAPTER 15 OF THE CURRENT EDITION OF THE FBC AND CHAPTER 9 OF THE CURRENT EDITION OF THE FRC: 0 Gge
9.3.ADDITIONAL INSTALLATION DETAILING AND ENGINEERED INSTALLATION EVALUATION BY A LICENSED DESIGN PROFESSIONAL WILL BE REQUIRED FOR SUBMITTAL IN ADDITION TO THIS PRODUCT HgR
EVALUATION DOCUMENT. - w
DESIGN PRESSURE RATING(PSF) IMPACT RATING
+52.5/-52.5 WIND ZONE 4
MISSILE LEVEL D
Robert J.Amoruso.P.E.
TABLE OF CONTENT FL P.E.No.49752
��PYE6,ryrrrr.
SHEET DESCRIPTION
1 GENERAL NOTES AND DESIGN PRESSURE RATING
-Al su E of:
2 INSTALLATION NOTES AND ANCHOR SCHEDULE '-.,Fs.,00 .4'4,o
3 ELEVATION AND ANCHORING LAYOUT R byso
Digitally signed by Robert J.
4 INSTALLATIOIN SECTION WITH SCREWS AND GLAZING DETAIL Amoruso
5 INSTALLATION SECTION WITH NAILS DN:cn=Robert J.Amoruso,6,
ou=PTOProduct Design Group,
6 113ILL OF MATERIALS AND COMPONENTS email=�obert@ptc-corp.com,r-US
Date:2015.07.27 09:25:46-04'x'
4
K
INSTALLATION NOTES: INSTALLATION ANCHOR SCHEDULE
a
1.ANCHOR INSTALLATION: ASSEMBLY SUBSTRATETYPE HEAD TYPE SIZE MA AND/ORRER MIN.EMBEDMENT MIN.EDGE MIN. CAPACITIES BASED ON '�2 n
1.1. INSTALL CURB TO ROOF ASSEMBLY IN ACCORDANCE WITH THE SPECIFICATION (IN) DISTANCE(IN) SPACING(IN) (D
ANCHORING LAYOUT ELEVATIONS SHOWN ON SHEET 3 USING
FASTENERS SHOWN IN THE INSTALLATION ANCHOR SCHEDULE 1
ON THIS SHEET. ASME B18.6.4(SELF- .� :�
S O
1.2. INSTALL SASH TO CURB USING#8 SELF-DRILLING/SELF-TAPPING SOLID-SAWN HEX,PAN OR WOOD WITH AMINIMUM $ 1
SCREWS.SEE ANCHORING LAYOUT SHEET 3. CURB N0.8 DRIWNG/SELF- 1 5/8 5/8 n a a
LUMBER(1) TRUSS HEAD SPECIFIC GRAVITY OF OSS
1.3. CURB WOOD SPECIFIC GRAVITY OF 0.55 MINIMUM. ) � y�
2.APPLY ALL SEALANTS ACCORDING TO MANUFACTURERS
INSTRUCTIONS. MI N.2500 PSI CONCRETE BUT
3.PRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS
ITWTAPCON(3) 11/2 1 1/8 2 1/2 NOT LESS THAN THAT a
SHOWN ON THE INSTALLATION DRAWINGS.ANCHOR EMBEDMENT REQUIRED BY BUILDI NG CODE
AND EDGE DISTANCE EXCLUDE WALL FINISHES INCLUDING,BUT NOT ROOF CONCRETE HEX HEAD 3/16" N Q
LIMITED TO SHEATHING,UNDERLAYMENT AND SHINGLES. MIN.2500 PSI CONCRETE BUT = o
CD
Elco Ultracon 1 3/8 1 3 3/8 NOT LESS THAN THAT U M CO t o
4.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE REQUIRED BY BUILDI NG CODE O Z
MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION FE-i o w N
RESISTANT COATING.DISSIMILAR METALS OR MATERIALS IN AN51 818.6.1 F'r! 1/1 U w o Y
CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO >T''I�'�+ Ln tll
PREVENT REACTION. SOUD-SAWN HEX,PAN OR (WOOD SCREW) WOOD WITHAMINIMUM V
ROOF NO.B ASME 838.6.4(SELF- 7/8 5/16 13/16 14 0
LUMBER(2) TRUSS HEAD SPECIFIC GRAVITY Of055 a i` VQO=
5.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH DRI W -4 NG/SELF- 1d
ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS.ANCHORS TAPPING SCREW) Y i;m W Z
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN x I__ C,', Z
THE MINIMUM STRENGTH SPECIFIED IN THE INSTALLATION ANCHOR 1/4"DIA. I(x� Z w p
SCHEDULE ON THIS SHEET. SOLID-SAWN ROUNDHEAD 0.099"DIA WOOD WITHAMINIMUM U) O ��Qo a
ROOF RING-SHANK NAIL 7/8 1/2 1/2 _ gx
6.FOR SKYLIGHT SIZES LESS THAN THAT SHOWN IN THE ELEVATIONS,ANCHOR LUMBER RING-SHANK MIN. SPECI FI C GRAVITY OF 0.55 F 6 m�tn �eE
QUANTITIES MAY BE REDUCED BY ONE(1)WHEN SPACING BETWEEN ANCHORS IS NAIL W Wz j W r e$p
50%OR LESS THAN THE MAXIMUM SPACING REQUIRED. PROTRUDING MIN.3 C3 d :ow
30z
ALUMINUM OR ASME B18.6.4(SELF W 9'd-
HEX,PAN OR THREADS PAST ULTIMATE STRENGTH(Fu)OF �.S '
ROOF STEEL,1/8"MIN. N0.8 DRI W NG/SELF- 1/2 1/2 Z O
TRUSS HEAD INTERIOR OF 22,000 P51
WALLTHICKNFSS TAPPING SCREW) SUBSTRATE N g a tt-
�
SCREW THREADS W Q m X94
SHALLPROTRUDEA
HEX,PAN OR N0.8 ASME B18.6.4(TYPE MINIMUM OF 1/4" 7/16"THICK PLYWOOD- gR
ROOF PLYWOODarOSB TRUSS HEAD AB TAPPING SCREW) FROM THE UNDERSIDE 1/2 1/2 SPECIES GROUP 1 OR 2(APA
OFTHEROOF VOLUNTARY PRODUCT
SHEATHING STANDARD PS 1)MINIMUM
NAIL5HANK SHALL OR
1/4"DIA PROTRUDEA 7/16"-SHEATHING GRADE
ROOF PLYWOOD or OSB ROUND HEAD 0.099"DIA ANG-SHANK NAIL MINIMUM OF 1/4" 1/2 1/2 (APA VOULUNTARY PRODUCT
RING-SHANK MIN. FROM THE UNDERSIDE STANDARD PS2)MINIMUM
NAIL OF THE ROOF
SHEATHING
NOTES:
1)FOR NO.8 WOOD AND TAPPI NG SCREWS I F SPOTTING IS A CONCERN,DRILL 0.102"(DR]LLSIZE 38)PILOT HOLE FOR WOOD FRAME INSTALLATION. Robert J.Amoruso,P.E.
2)FOR NO.8 WOOD AND TAPPI NG SCREWS I F SPLITTING IS A CONCERN,DRILL 0.082"(DRI U.SIZE 45)PILOT HOLE FOR WOOD FRAME INSTALLATION. FL P.E.No.49752
3 WHEN ITVV TAPCONS ARE USED FOR CONCRETE/MASONRY INSTALLATION,THEY SHALL BE THE ADVANCED THREADFORM TECHNOLOGYTYPE. Digitallysigned
by Robert J.
Amoruso
a•��yFa w•,, DN:cn=Robert 1.
Nm AITOTUSQO,
ou=PTC Product
Design Group,
'F9s H ` c arp.romert@PL
c--US
Date:2015.0727
09:26:12.04'00'
0
0
48" MAX. FRAME SIZE TYP. ALL SIDES
43" MAX. D.L.O. SIZE TYP. ALL SIDES
8" MAX. 1 16" MAX. 8" MAX.
D.C. TYP.
co
4" MAX. co
C) Z
"
E- uj Z w
in
13" MAX. 55 1/4"
D.C. TYP. MAX. CURB
SIZE TYP. 00
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ALL SIDES
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INSTALLATION ANCHOR 09 D
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CURB TO SUBSTRATE oomc gh
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VARIES, SEE ANCHOR co =)w<
SCHEDULE SHEET 2, TYP. 1:::) cla kg'i'
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INSTALLATION ANCHOR 5 z 0
SASH STILE RAIL TO CURB B z -
#8 x 1 3/8" 4 w_j 62
SELF-DRILLING/SELF-TAPPING a
Q 0
SCREW, TYP. 1/2" MIN.00
TYP. ALL
4" MAX. SIDES
3-1/2" MAX. 8.5" MAX. D.C. TYP. ALL 1/2" MIN.
TYP. ALL SIDES FOR SCREWS TYP. ALL
SIDES 8" MAX. D.C. TYP. ALL SIDES SIDES
FOR RING-SHANK NAILS 3-1/2- MAX.
rY .
MODEL"ISFG4" CMB SIPDESALL Robert J.Amoruso,P.E.
MOUNTED SKYLIGHT FL P.E.No.49752
EXTERIOR VIEW
or
D191tally signed by Robert J.
Amoruso
DN:cn=RobertJ.Amoruso,o,
our-PTGProductDestgn Group,
emaII=robert@Ptc-corP-c0m,c=US
Eiate."2015.07.27 09.26-28-0400'
� m
N
N
2 '° n
SPACE ONE (1) FASTENER 2" SEE GLAZING DETAIL 1 ro
FROM ALL CORNERS AND 8" 10 THIS SHEET SPACE ONE (1) FASTENER 2" o _
MAX. O.C. THEREAFTER 10 FROM ALL CORNERS AND 8" 'O w v
APPLY SEALANT BETWEEN
MAX. O.C. THEREAFTER d $ s
APPLY SEALANT BETWEEN mS
LIGHT FRAME BY OTH RSLIGHT FRAME AND CURB,
8 8 BY OTHERS
#8 x 1 3/8"
13
SELF-DRILLING/SELF-TAPPING SCREW * 5 5 13
APPLY SEALANT BETWEEN CURB 6 6 ¢
AND ROOF ASSEMBLY, BY OTHERS 14 APPLY SEALANT BETWEEN CURB
3 16" MAX. 11 GyAND ROOF ASSEMBLY, BY OTHERS = o
INSTALLATION ANCHOR /SPACE 3 o m Z p
INSTALLATION ANCHOR o
HEADS TO BE COVERED 1" MIN HEADS TO BE COVEREDE- z o,Y F
BY SEALANT, BY OTHERS EMBED. Z BY SEALANT, BY OTHERS xi
ROOF ASSEMBLY, 4w a
Z I--i M gt-a
BY OTHERS ROOF ASSEMBLY,
__—__—__ — BY OTHERS i d 0a¢ = m
a,.a zw Wz
MIN. EMBED. MIN. EMBED. UZ w o Q
VARIES, SEE ANCHOR VARIES, SEE ANCHOR O mmtn a
SCHEDULE SHEET 2
SCHEDULE SHEET 2 'J-� o m�3 �mq�ggq
Q N owwz
DRYWALL FINISH DRYWALL FINISH
BY OTHERS BY OTHERS �� Uj
INSTALLATION ANCHOR INSTALLATION ANCHOR N "
VARIES, SEE ANCHOR Z
SCHEDULE SHEET 2 VARIES, SEE ANCHOR o , ^ap
SCHEDULE SHEET 2
EDGE DIST. VARIES SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS EDGE DIST. VARIES 0 � R
SEE ANCHOR VARIES. SEE ANCHOR VARIES. SEE ANCHOR SEE ANCHOR m
SCHEDULE SHEET 2 SCHEDULE SHEET 2. SCHEDULE SHEET 2. SCHEDULE SHEET 2 F ?
A INSTALLATION CROSS SECTION B INSTALLATION CROSS SECTION
4 NON-HINGE SIDE HINGE SIDE
2X FRAMING,CONCRETE AND METAL FRAhllNG 4 2X FRAMING,CONCRETE AND METAL FRAMING
INSTALLATION DETAIL.SEE SHEET 2 INSTALLATION DETAIL SEE SHEET 2
*SEE ANCHOR SCHEDULE ON SHEET
2 FOR OTHER APPROVED TYPES 5/8" GLASS EXTERIOR
BITE
STRUCTURAL SILICONE 9 1/8" 1/8" Robert J.Amoruso,P.E.
GLAZING COMPOUND TEMP F ANNEALED FL P.E.No.49752
i OR za",
3/4" O.A. s�`�t(lyQ1f
9O{ -,E.�
1/8" '
/8" t�'i86�OHALEr�P
ANNEALED
Digitally signed by Robert J.
0.090" BUTACITE PVB INTERIOR Amoruso . -
BY KURARAY AMERICA DMcn=ttobertIAmonuo,o,
ou=PTC Product Design Group,
GLAZING DETAIL email=robert@ptc-corp.com,CUs
Date,2015.0727 09.26:41-"00'
N
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a
to
0
N W 4
1� C
SPACE ONE (1) FASTENER 2" 2 SEE GLAZING DETAIL 1 R
FROM ALL CORNERS AND 8" 10 SHEET 4 SPACE ONE (1) FASTENER 2" 8
MAX. O.C. THEREAFTER 10 FROM ALL CORNERS AND 8"
MAX. O.C. THEREAFTER Q
APPLY SEALANT BETWEEN APPLY SEALANT BETWEEN
LIGHT FRAME AND CURB, LIGHT FRAME AND CURB, w a
BY OTHERS 8 8 BY OTHERS = a fo
#8 x 1 3/8" 13 c� ao o to
SELF-DRILLING/SELF-TAPPING SCREW * 5 5 [� 0�w to
APPLY SEALANT BETWEEN CURB 6 6 t 3 x rn ..o Y
14 APPLY SEALANT BETWEEN CURB to a o o
AND ROOF ASSEMBLY, BY OTHERS 11 11 AND ROOF ASSEMBLY, BY OTHERS to
3/16" MAX. 3 SF
INSTALLATION ANCHOR SPACE INSTALLATION ANCHOR
HEADS TO BE COVERED 1" MIN HEADS TO BE COVERED c']" w a
BY SEALANT, BY OTHERS EMBED. Z BY SEALANT, BY OTHERS a Zwo ~Wz
�N
ASSEMBLY, o o
ROOF ASSEMBLY, 4 7 ROOFJ
tij
BY OTHERS — _—_____ ......
_�____ — BY OTHERS E ((rT(a�.,. m�� �g
—__—___— _ 1 Lm ='rrn
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1/4" 1/4^ j
MIN. EMBED. 'Z
MINL N a
. EMBED. _
00.099" FULL ROUND HEAD o a �
RING SHANK NAIL OR 8 1/2" MIN. DRYWALL FINISH DRYWALL FINISH 1/2" MIN. #8 TAPPING SCREW OR x o o a
# EDGE DIST.
EDGE DIST. 00.099" FULL ROUND HEAD
TAPPING SCREW, SEE ANCHOR BY OTHERS BY OTHERS RING SHANK NAIL, SEE ANCHOR
SCHEDULE SHEEP 2 SCHEDULE SHEET 2 F
2X FRAMING SUBSTRATE 2X FRAMING SUBSTRATE
SEE ANCHOR SCHEDULE SEE ANCHOR SCHEDULE
SHEET 2, BY OTHERS SHEET 2, BY OTHERS
INSTALLATION CROSS SECTION (T)INSTALLATION CROSS SECTION
NON-HINGE SH)R $ HINGE SIDE,
2X FRAMING INSTALLATION DETAIL 2X FRAMING INSTALLATION DETAIL
00.148"RING SHANK NAR.SHOWN,#101110 TAPPING SCRF.WN SHOWN,00.148"RING Robert J.Amoruso,P.E.
TAPPING SCREW ALSO APPROVED,SEE SHANK NAIL ALSO APPROVED,SEE FL P`E.No.49752
ANCHOR SCHEDULE SHEET 2 ANCHOR SCHE.DUIX SHEET 2
m
*SEE ANCHOR SCHEDULE ON SHEET '_
2 FOR OTHER APPROVED TYPES ?e;:'•a av f,�m
.,,hS,nx nLEF'"•
Digitally signed by Robert J.
Amoruso -
DN:cn=Robert 1.Amoruso,o,
ou=PTC Product Design Group,
email=robert@ptc-corp.com,r—US
Date:2015.0727 0926:57-04'00'
BILL OF MATERIALS
ITEM # PART # ITEM DESCRIPTION MANUFACTURER MATERIAL 1 1/16-
1 FE4694 SASH HINGE INDALEX ALUM. SOLUTIONS ALUM. 6063-T6
2 FE4693 SASH STILE RAIL INDALEX ALUM. SOLUTIONS ALUM. 6063-T6 0
LnI
3 FE4695 4" CURB HINGE INDALEX ALUM. SOLUTIONS ALUM. 6063-T6 t
K
4 FE46700 4" CURB INDALEX ALUM. SOLUTIONS ALUM. 6063-T6 a
5 SM KS-5 WOOD SASH FRAME KENNEDY SKYLIGHTS, LLC WOOD 3 1/2" 3 3/4" m�
6 SM KS-6 SASH STOP KENNEDY SKYLIGHTS, LLC WOOD
7 SM KS-2 WOOD CURB KENNEDY SKYLIGHTS, LLC WOOD a
8 AK-2474 CONDENSATION CHANNEL CENTRAL PLASTICS, INC. HIGH TEMP. PVC
9 GLAZING COMPOUNDt n--�
NOVAFLEX STRUCTURAL SILICONE
_ o co
10 #8 x 1 1/4" FH SELF-DRILLING SCREW
BLOOD CURB }}' 1 z Z
i in W peY_c0
11 16GA. x 1 1/8" BRAD NAIL w Z t�
12 LARGE MISSILE IMPACT GLAZING, SEE SHEET 3 tn Zo 3
13 1" x 1/4" FOAM GASKET EDPM FOAM t- �Q
14 RIGID SPACER FOR SASH STILE RAIL INSTALLATION, RIGID ca WMA F
SEE INSTALLATION NOTE 4, SHEET 2 x zw wZ
:0)--"11 R t
cn
E-a mmJ n @Of e�
2 25/64" 4 1/2% 4 1/2" Q ` 5ww ��
/ 2 13 64" 61/64" W ,�
2 13/64- I / �S� �
2 w w
w o �
W -
x o a a88
2 43/64" 2 35/64" 3 9/16" 3 9/16" m ggm
'0 SASH HINGE 22 SASH STILE RAIL
EXTRUDED ALUMINUM 6063-T6 EXTRUDED ALUMINUM 6063-T6
0.070"THICK 0.070"THICK 04tt CURB HINGE 04tt CURB
EXTRUDED ALUMINUM 6063-T6 EXTRUDED ALUMINUM 6063-T6
0.063"THICK 0.063"THICK
Robert J_Amoruso,P.E.
1 5/8" FL P.E.No.49752
25/32" 4 gr--Win,
1 1 7/1 6" �� COP
11/16"� 7/116 R4 5/8 ys "t
-� " I ��1 I"1/2- =o�'WA E Om
''SS�ANA�E,wr
WOOD SASH FRAME ,WOOD SASH STOP CONDENSATION CHANNEL
Digitally signed by Robert J.
EXTRUDED HIGH TEMP RIGID PVC Amoruso
0.030"THICK DN:cn=Robert J.Amoruso,o;
ou=PTC Product Design Group,
email=robertCa'pt,orp.cam,c=U5
Date:2015.0727 092712-04'00'
r