HomeMy WebLinkAboutAPPROVED, REVISION, SKYLIGHTOFFICE USE ONLY:
DATE FILED: OCT 25 2021
REVISION FEE:
LOCATION/SITE
ADDRESS:
7102 Winter Garden Parkway
PERMIT # SLC 2110-0223
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
ADDING PRODUCT APPROVAL TO INCLUDE REMOVAL AND REPLACEMENT OF OF ONE 2X2 SKYLIGHT
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. 9: QCC1326546
BUSINESS NAME: MYFLORIDA ROOFING CONTRACTOR
QUALIFIERS NAME: RENE REYES
ADDRESS: 3400 43RD AVE
CITY: VERO BEACH STATE: FL
PHONE (DAYTIME): 772-453-7219
OWNER/BUILDER INFORMATION:
NAME: LEE & DIANNE WALLER
ST, LUCIE CO CERT. #:
FAX:
ZIP: 32960
ADDRESS:7102 WINTER GARDEN PARKWAY
CITY: FORT PIERCE STATE: FL ZIP:
PHONE (DAYTIME:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
SLCCC: 9123109
Revised 061.30117
STATE:
t AA:
ZIP:
Sun-Tek Manufacturing, Inc.
10303
' 10303 General Drive
u
n L
Orlando, FL 32824
(407) 859-2117
® www.Sun-Tek.com
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M'.&
H T S CustomerServ€ce@sun-tek.com
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SIZE INFORMATION
Sci�e�lule ''
size
Code
Roof
t7 enin
Finished
Opening
V12 Drywall
Fits on
Center
Spacing
0iox1 PhIIIIpsPan
Head Screws
Short
Side
Per
Long
Side
Per
1,414
11'h"x 11'lx'.'
_Dimension)
;`10Y1":x 1`o'/z"
1422
11Y2"x 191/:"
101h"x 1811e
16"
3
3.
1430
i1'":'x7Yx".'
10)(a"faY"
16°
1446
t 11/2"x 43'/2"
10Y24x 42Y2"
16"
3
5
1725
14Ym 22'h." ..'`13Y2°--ic.21^/z"
1733
141h'x 30'/z"
13Yx x 291E
16"
3
4
2222
19Y2"x 1911"
18Y2"x 181E
24"
3
3
2246
191/2"x43Y2"
181/2 x42Y2"
24"
3
5
25.51/aX22Yxk
;Lh�X2.t'r"
�24� , .
3
2533
22Y2"x MY?
21 V2" x 291/2"
24"
3
4
2544
22YVx 46rV,
4S{/2"
3030
271/z°x2Th"
261/2"x261/2"
16"or32"
3
3
3.04.6
27'�.",X43Yz"
76Y2"1(42�/:"
3333
301,Vx301/24
291h"x291/2"
16"or32"
4
4
349
34h"as46lz".':9rt/2x45f/r
T6"Qr$2"='
-777777
A
6. ;;=
4646
43Y2"x431/2"
42Y2"x421W
16,24"or48"
6
6
494.9
46V?' ,46%
45Y,6 45h"
16 24"org8"
INSTALLATION INSTRUCTIONS
INSULATED GLASS SERIES
MODEL IFGC
Minimum 2.12 pitch required.
Engineer of Record:
James D. Wells, Jr„ P
Professional Engine(
J & L Wells Consultir
1453 Arbitus Circle
Oviedo, FL 32765
(407)496-5489
Certificate of Autho dzatio n No.27162
This Item has been electronically signed
and sealed by James D. Wells, Jr., P.E. on
7/26/2016 using a Digital Signature.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any
electronic copies.
You will need:
• hammer
• keyhole saw
• skill saw
• nails
• drill
•2x4's
James D Wells
,N,. Jr
.rp � I attest to the
accuracy and
`o �"- Integrity of this
"rope* s' document
moo 010r�`` 2016,07.26
09:29:33-04'00'
• sealant/mastic
• tape measure
• chaikline or straight edge
• trowel or caulk gun
• utility knife
ForLightTunnel., RECOMMENDED SEALANTS:
• 8 or 10 penny nails • 100% Silicone
• plywood or drywall • STS 1000 (Sun-1'ek exclusive)
Butyl rubber sealant/caulk
Checlr focal building codes for glass requirements:. Please read instructions completely before beginning. • Deck and roofing felt
should alreadybyinstalled•• Interior wood liner should bestained or aintedbeforeInstallation,
Alllnstaltation Information Is supplied In good faith, but without recommendation to Its use. No guarantee of the results of any use of this Information is to be
lmptled, since conditions of use are beyond our control. Please consult tocal building codes forcompliance before installing.
1 Toproperly position skylight between trusses/rafters, locate the roof opening from the underside
of the decking. (If this area is not accessible, locate the ceiling Joists from Inside the house, mark
opening in ceiling (a-c), and cut ceiling opening.Then follow steps below for roof opening:)
a) measure distance between trusses/rafters and mark center point,
b) to center skylight, measure one-half of appropriate roof opening to each side of center
point and mark.
c) using the side marks as a guide, mark corners by drilling holes or driving nails through roof.
2 Remove shingles 6 8" out from roof opening.
3 Cut roof opening (snap a chalkline from corner to corner, or draw line with a straightedge.)
4 Frame roof opening:
a) cut two 2 x 4's to fit the actual distance between trusses/rafters and nail Into place. NOTE:
Size 2525, 2549, 3333, 3349, 4949 Skip s tep `b"proceed to "c".
b) cut two 2 x 4's to the exact length of the roof opening and nail to the trusses/rafters.
c) if applicable, cut ceiling opening and build tunnel framing. (See "LightTunnel Installation
Instructions.")
5 Shingle up roof tobottom of roof opening.
6 Apply approved Sealant Ina 3"wideband around the entire opening. (Caulking:Apply 33/a"beads
one inch apart or3"xYs"butyl tape,)
(.enter sKylignt to cover all aluminum rrom insiae exposure, Set SKylignt over opening.
The label "This Edge Down" should beat the bottom of the open Ing.This insures proper
functioning of the condensation wick. Fasten the skylight to the roof using #10 x 1"pan head screws (see fastenerschedule).The
screws should be stainless steel, galvanized or zinc plated for resistance to corrosion. Use the pre -drilled holes for the fasteners. Place a
large bead of sealant at the joint between the flange and the roof deck. Also, seal the head of each fastener: 1283.IF - 6116
— 4
IMPORTANT: Bottom flange of skylight MUST go on top of
shingles.
ri
8 Now shingle up sides and across top. Place shingles, as far in as
possible, but be careful not to nail through skylight flange. 4—
DO NOT place any sealant on the top side of the skylight flange!
Sealant In this area will block the water diversion channels
on the flange.
Bottom flange will still be exposed: we recommend leaving it
this way. If you decide to put a "false shingle"over it, be careful
not to nail through
skylight flange.
Engineer of Record:
James D. Wells, Jr., P.E.
Professional Engineer No. 53616
J & L Wells Consulting LLC
1453 Arbitus Circle
Oviedo, FL 32765
(407) 496-5489
Certificate of Authorization No.2716:
Glazing
Flat Fi
Deco C
#10XI
Phillips Pan Hd
Screw
Insulated Glass(nade with 0.090 Kuraray Butaclte
Interlayer)
Deco
P- PVC Liner' NA
Desl n Pressure Ratin Finned
ur + -
t wood Large nss a Impactra e
J & L Wells Consulting LLC
1453 Arbitus Circle
Oviedo, FL 32765
Phone (407) 496-5489
Fax (407) 699-7789
E-mail: jdwellsjrpe@cfl.rr.com
Product Evaluation Report
Date: December 7, 2017
Product Manufacturer:
Sun-Tek Manufacturing, Inc.
10303 General Dr'.
Orlando, Fl. 32725
(407)859-2117
ProductName: 1CMO 11(Impact) Aluminum Glass Skylight
Product Category: Skylights
Product Sub -Category: Skylights
Product Approval Method: Rule 61020-3.005 Method l(a) —Certification Mark or Listing
Prepared By: This detu has been
James D.. Wells, Jr. P.E. electronically signed James D Weds
slid Florida P.E. License Number53616 wcllstcdbyJ011 Jr
Wells Jr P in un pnuu,„y I attest to the
J & L Wells Consulting, LLC (J & L) 12m2017 asittga yww �.
VBFE Certification of Authorization No. 27162 a+snal s"'nUtnre. / accuracy and
Primed copies ortltis ° ae16
p of W integrity of
document arc not ° 'J +nu _ this document
,J & L Project No. 217153 considered sracd and ,o •°E?
,, xey,
scaled and. thu si�nauun � m 2017.12.07
most Ix veritied on any 11,43:13
J & L Report No. 2017-002 dwroniccopim-05'00'
Certificate of Independence
J & L Wells Consulting, LLC and, James D. Wells, Jr. P.E. do not have nor will acquire Fnancial
interest in the company manufacturing or distributing the product or in any ether entity involved
in the approval process of the product named herein.
J & L Wells Consulting; LLC James D. Wells, Jr.
J & L Project No. 216051 FL No. 53616
Scope
This is a Product Evaluation Report issued by James D. Wells, Jr., P.E. (FL # 53616) for Sun-
Tek Manufacturing, Inc, based on Product Approval Rule 61020-3.005 Method I(a) —
Certification Mark or Listing of the State of Florida Product Approval, Department of
Community Affairs — Florida Building Commission.
This product has been evaluated for compliance to the 6°i Edition (2017) Florida Building Code
(2017 FBC) and (2017).Florida Residential Code (2017 FRC) including the High Velocity
Hurricane Zone (HVHZ) sections of the code. This evaluation is not an endorsement of this
product or a recommendation for the specific use of this product.
Description of Product
See Installation Detail instructions dated June 21, 2016 by James D. Wells, Jr. RE. (FL # 53616)
(Reference 3) for a description of the product, its installation and other pertinent data related to
its use.
Installation Re uirements
This product is to be installed as per the mannfaeturers Installation Detail Instructions (Reference
3) dated June 21, 2016 signed and sealed by James D. Wells; Jr. P.E., (FL # 53616).
Installation instructions have been verified to the test reports NCTL-210-4017.02 and NCTL-
210-4017-02A dated March 29, 2016 (Reference 2) and supported by Anchor Calculations dated
June 21, 2016, by James D. Wells, Jr. P.E. Reference I.
Code Conformance
This product has been evaluated and is in compliance with the 2017 FBC and 2017 FRC, High
Velocity Hurricane Zone (HVHZ).
Where approved for use in areas requiring wind born debris protection, this product complies
with Section 1609.1.2 of the 2017 FBC and R301.2.1.2 of the 2017 FRC and does not require
Wind Bourne Debris Protection. This product meets missile level "D" and includes Wind Zone
4 as defined in ASTM E1996 and `CAS 201-94.
This product meets the water infiltration requirements for HVHZ.
J & L Wells Consulting, LLC James D. Wells, Jr.
J & L Project No. 216051 Ft, No. 53616
Testing and Labeling
Section 2405.5 - Unit Skylights and Tubular Daylighting Devices
R308.6.9 Testing and Labeling
Skylight shall be tested and labeled.
Testing / Margin of Safety / Design Pressure Rating
Design Pressure Rating 60 PSF positive; 60 PSF negative,
Exterior Skylights shall be tested for conformance to the 2017 FBC and 2017 FRC in accordance
to the following:
1, Exterior Skylights shall be testedfor air infiltration, water penetration and static wind
loading in accordance with 1709.6 (refers to Chapter 24 FBC) of the 2017 FBC and
per TAS 202 for conformance to the NVHZ, WDDR and areas not requiring opening
protection.
2. Impact and Cyclic Wind Pressure Loading shall be tested in accordance with the
following per TAS 20 t and TAS 203 for conformance to the HVl-1Z and WBDR.
a. Sections 1609.1.2, 1626.1 and 1626.2 of the 2017 FBC and
b. Sections R301.2.1.2 and R4403 (refers to Chapter 16 FBC) of the 2017 FRC
`['his product does not meet Risk Category IV, essential facility buildings or structures,
requirements of Section MK5,
Reference 2 documents testing to: TAS 201---94, TAS 202-94, TAS 203-94,
AAMA/WDMA/CSA 101/LS.2/A440-08, and ASTM Et886-05 & ASTM E1996-05/09 (WZ4)
in accordance with the above.
Reference 2 documents testing the Curb Mounted Skylight to the following test pressures:
1. Uniform Load Structural Test Pressures where+t20/-120 psf (Paragraph 9.3.4.3)
2. Water Test Pressure of+9 psf (Paragraph 9.3.3)
3. Cyclic Wind Loading Pressure of+/-60 psf (Table 1, ASTM E 1996-05)
Apply the following factors to arrive at Design Pressure:
[, A Safety Factor of (2017 FBC, Sections 1504.9 and 1523.4) applied to the Uniform
Load Structural Test Pressures to arrive at Design Pressures of+60/-60 psf.
2. A factor of 1/0.15 = 6.67 applied to the Water Test Pressure to arrive at Design
Pressure of+60 psf.
Therefore, the Overall Design Pressure is+/-60 psf.
J & L Wells Consulting, LLC James D. Wells; Jr.
J & L Project No. 216051 FL No. 53616
Glazing Requirements
Sections 2405, R308.6, and R4410 of the 2017 FBC and FRC were reviewed. The product
depicted on the Reference 3 Installation Detail Drawing and documented in testing by Reference
2 meets the applicable requirements of these sections as follows:
Section 2405,1 — Scope
Section R308.6.1 Definitions
Section 2405,2 - Allowable Glazing Materials And Limitations: For monolithic glazing systems,
glazing material shall be laminated glass with minimum 30-mil (0.76 mm) polyvinyl butyral
(PVB) (or equivalent) interlayer, As shown in documented Testing (Reference 2), the skylight
contains insulated glass with 0.090 (2mm) Kuraray Butaeite PVB interlayer.
Section 11308.6.2 - Permitted Materials: Laminated glass with a minimum interlayer thickness of
0,030 inch (0.76 min). As shown in documented Testing (Reference 2), tile skylight contains
insulated glass with 0,090 (21nm) Kuraray Butaeite PVB interlayer.
Mounting Requirements
Sections 2405.4 Framing and R308.6.8 Curbs For Skylights of the 2017 FBC and F'RC were
reviewed for compliance with the following requirements:
Section 2405.4 - Skylight flames shall be constructed of noncombustible materials. As shown in
the documented Testing Drawings (Reference 2), the skylight metal frame is made of 0.065"
thick 6063-T6 aluminum.
Section 2405.4 All skylights at an angle less than 45 deg. from the horizontal shall be mounted
at least 4" above the planar of the roof. Installation of a skylight without a curb shall be
permitted on roofs with a minimum slope of 14 degrees (three units vertical in 12 units
horizontal) in Group R-3 occupancies._ All unit skylights installed in a roof with a pitch flatter
than 14 degrees (0.25 rad) shall be mounted at least 4 inches (102 mm) above the plane of the
roof on a curb constructed as required for the frame unless otherwise specified in the
manufacturer's installation instructions.
R308.6.8 Curbs for skylights. All unit skylights installed in a roof with a pitch flatter than three
units vertical in 12 units horizontal (25-percent slope) shall be mounted on a curb extending at
least 4 inches (102 mm) above the plane of the roof unless otherwise specified in the
manufacturer's installation instructions.
In accordance with documented Testing (Reference 2) and as shown in Installation Drawing
(Reference 3), the skylight assembly is installed on a wood curb 4 inches or more above the roof
surface.
J & L Welts Consulting, LLC James D. Wells, Jr.
J & L Project No. 216051 FL No. 53616
Product Evaluation ReportNo. 2017.002 Page 4 of 6
SummatN
This product complies with the 2017 FBC and 2017 FRC,
Performance and Testing Standards
Structural Test Reports NCTL-210-4017-02A and NCTL-210-4017-02 (Reference 2) documents
testing to the following:
High Velocity Hurricane Zone (HVHZ) Testing Application Standards (TAS) - NCTL-210-
4017-02A:
1. TAS 201-94, Impact Test Procedures, Dade County Building Code Compliance Office
2. TAS 202-94, Criteria for Testing Impact and Non -Impact Resistant Building Envelope
Components using Uniform Static Ali- Pressure, Dade County Building Code Compliance
Office
3. TAS 203-94, Criteria for Testing Products Subjected to Cyclic Pressure Loading
Reference 2 also documents testing to the following - NCTL-210-4017-02:
1. AAMA/WDMA/CSA I01/LS,2/A440.08, NAFS North American Fenestration
Standard/Specification for Windows, Doors, and Skylights
2. ASTM E 1886-05 & ASTM E 1996-05/09 (WZ4)
References and Supporting Documents
1. Anchor calculations and drawings prepared by J & L Wells Consulting LLC, Dated June
21, 2016, signed and scaled by James D. Wells, Jr. P.E. (FL # 53616) (J&L Project No.
216051)
2. Structural Test Report (Including Drawings) NCTL-210.4017-02 dated March 29, 2016
Structural 'rest Report (Including Drawings) NCTL--210-4017-02A dated March 29,
2016 (TAS Tests)
3. Installation Detail Instructions, dated June 21, 2016reviewed by J & L Wells Consulting
LLC, and signed and sealed by James D. Wells, Jr. P.E, (FL 4 53616)
4, Kuraray Butacite PVB Glass [nterlayer (NOA No. t4-0916.10) renewed asTrosifol NOA
No. 16-1117.01 issued by Miami Dade County Product Control Section Expiration date
July 8, 2019
J & L Wells Consulting, LLC
J & L Project No.216051
James D. Wells, Jr.
FL No:53616