HomeMy WebLinkAboutMaxim- Glass- SF - CMM IAM I.DADEMIAMI-DADE COUNTY
- PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/econonry
Maxim Industries, Inc.
1630 Terre Colony Court
Dallas, TX 75212
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Model DCM Curb Mount & DSF Self -Flashing Aluminum Skylights
APPROVAL DOCUMENT: Drawing No. MAX0003, titled "Curb Mounted and Self Flashing Skylights",
prepared by Maxim Industries,' Inc, sheets 1 through 5 of 5, dated 12/03/2013, with revision B dated
07/09/2015, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami -Dade County Product Control
revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County
Product Control Section.
MISSILE IMPACT BATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 14-0318.01 and consists of this page 1 and evidence page E-1, as well as approval
document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No. 15-0715.08
MIAMI-DADE COUNTY Expiration Date: February 20, 2019
r Approval Date: September 10, 2015
os�3/ til$ Pagel
Maxim Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. MAX0003, titled "Curb Mounted and Self Flashing Skylights", prepared by
Maxim Industries, Inc, sheets 1 through 5 of 5, dated 12/03/2013, with revision B dated
07/09/2015, signed and sealed by Robert J. Amoruso, P.E.
B. TESTS "Submitted under NOA # 14-0318.01'
1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation of Self Flashing and Curb Mount Plastic
Glazed Unit Skylights, prepared by Architectural Testing, Inc., Test Report No. D1032.01-
801-18, dated 10/02/2013, and revision 1 dated 02/24/2014, signed and sealed by Vinu J.
Abraham, P.E.
"Submitted under NOA # 13-1217.24"
2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation of Self Flashing and Curb Mount Plastic
Glazed Unit Skylights, prepared by Architectural Testing, Inc, Test Report No. D1032.01-
801-18, dated 10/02/2013, signed and sealed by Vinu J. Abraham, P.E.
C. CALCULATIONS "Submitted under NOA # 13-1217.24"
Anchor calculations for substrate installation prepared by PTC Product Design Group, LLC,
dated 12/03/2013, signed and sealed by Robert J. Amoroso, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of acceptance No. 12-0605.05 issued to Bayer MaterialScience LLC (MA), for their
Makrolon Polycarbonate Sheets, approved on 12/06/2012 and expiring on 08/27/2017.
2. Notice of acceptance No. 12-0110.04 issued to Palram Americas, Inc, for their Corrugated and
Flat Polycarbonate Panels, approved on 02/23/2012 and expiring on 01/22/2016.
F. STATEMENTS
1. Statement letter of code conformance to the 5`° edition (2014) FBC and of no financial interest
issued by PTC Product Design Group, LLC, dated 07/09/2015, signed and s pled by Robert J.
Amoroso, P.E.og 31/201 S
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 15-0715.08
Expiration Date: February 20, 2019
Approval Date: September 10, 2015
E -1
MAXIM INDUSTRIES, INC.
CURB MOUNT & SELF -FLASHING SKYLIGHTS
INSTALLATION ANCHORAGE DETAILS
GENERAL NOTES:
1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE (HVHZ)
REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE (FBC). THE PRODUCT DETAILS
CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT ATI D1032.01-801-18 AND
ASSOCIATED LABORATORY DRAWINGS.
2. 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 THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
3. IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION REQUIREMENTS EXIST, USE OF AN APPROVED IMPACT
PROTECTIVE SYSTEM IS NOT REQUIRED.
4. MATERIALS:
4.1. SKYLIGHT FRAME MATERIAL: 6063-T5 EXTRUDED ALUMINUM.
4.2. SKYLIGHT INNER AND OUTER DOME MATERIAL: BAYER MATERIALSCIENCE MAKROLON POLYCARBONATE
(NOA 12-0605.05) OR PALRAM AMERICAS POLYCARBONATE (NOA 12-0110.04)
5. DESIGNATION "0" STANDS FOR THE A FIXED PANEL
6. IN ACCORDANCE WITH THE CURRENT EDITION OF THE FBC, WOOD BUCKING SHALL HAVE BEEN
PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES.
7. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM WINDOW
FRAMING SHALL HAVE BEEN PROTECTED IN A MANNER TO PREVENT CORROSION. FASTENERS SHALL BE
MADE OF A CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING CONSISTENT
WITH THE REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE.
TABLE OF CONTENTS
SHEET
DESCRIPTION
1
GENERAL AND INSTALLATION NOTES
2
DCM CURB MOUNT - ELEVATION
3
DCM CURB MOUNT - SECITONS
4
DSF SELF -FLASHING - ELEVATION
5
DSF SELF -FLASHING - SECTIONS
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION DETAILED.
2. THE MINIMUM NUMBER OF INSTALLATION ANCHORS ARE BASED ON THE FOLLOWING:
2.1. AS REQUIRED ON SHEET 3 (CURB MOUNT) AND SHEET 5 (SELF -FLASHING) BASED ON CORNER END DISTANCE
AND ON CENTER SPACING.
2.2. MINIMUM OF ONE FASTENER PER SIDE AND MINIMUM FOUR FASTENERS PER SKYLIGHT ARE REQUIRED BASED ON
SKYLIGHT SIZES SMALLER THAN TESTED AND SHOWN ON SHEETS 2 AND 4.
3. FOR INSTALLATION OF SELF -FLASHING SKYLIGHT ONTO WOOD ROOF DECK, USE #12 WOOD SCREWS OF
SUFFICIENT LENGTH TO ACHIEVE 1 3/8 INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS 7/8 INCH.
4. FOR INSTALLATION OF CURB MOUNT SKYLIGHT ONTO WOOD CURB, USE #12 WOOD SCREWS OF SUFFICIENT
LENGTH TO ACHIEVE 1 3/8 INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS 7/8 INCH.
5. FOR INSTALLATION OF CURB MOUNT SKYLIGHT CURB ONTO WOOD ROOF DECK, USE 12D (0.148" MIN. SHANK
DIAMETER) BOX OR COMMON NAILS OR #6 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 2118 INCH MINIMUM
EMBEDMENT. MINIMUM EDGE DISTANCE IS 5/16 INCH.
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO,
FOAM, BRICK VENEER AND SIDING.
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON WOOD SUBSTRATE MATERIALS WITH
MINIMUM SPECIFIC GRAVITY OF 0.55.
8.
DESIGN PRESSURE RATING (PSF)
IMPACT RATING
LARGE and SMALL
+40.0-75.0
MISSILE IMPACT
TOE -NAILING OF CURB MOUNT SKYLIGHT CURB ONTO WOOD ROOF DECK (NOTE 5 ABOVE) SHALL MEET THE
FOLLOWING REQUIREMENTS FROM THE 2005 NDS FOR WOOD CONSTRUCTION.
8.1. LENGTH (L)AS REQUIRED TO MEET P, Ls AND Lm REQUIREMENTS.
8.2. MIN. EMBEDMENT (P) IS 2.13" FOR BOX NAILS AND 1.60" FOR COMMON NAILS WITH 0.148" DIAMETER.
8.3. MIN. Ls IS 1.33" FOR BOX NAILS AND 1.0"
FOR COMMON NAILS WITH 0.148" SHANK DIAMETER.
8.4. MIN. Lm IS 2.13" FOR BOX NAILS AND 1.6"
FOR COMMON NAILS WITH 0.148" SHANK DIAMETER.
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DCM CURB MOUNT - ELEVATION
DESIGN PRESSURE = +40psf / -75psf
Frame
Width = 97.5"
Notes:
1. This skylight is designed to comply with all wind zones, including the HVHZ, of the Florida
Building Code.
2. This skylight meets small & large missle impact resistance (TAS-201/TAS-203)
and no other protection is required.
3. All framing and roof deck is by others and must comply with the Florida Building Code.
4. All sizes equal to or less than the test size total square footage are to be accepted
under this NOA.
5. Fasteners used to attach skylight to wood curb are to be minimum #12 stainless
steel wood screws with minimum embedment of 1.375"
Corner Detail
(see Detail #3 & #4)
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Notes:
1. This skylight is designed to comply with all wind zones, including the HVHZ, of the Florida
Building Code.
2. This skylight meets small & large missle impact resistance (TAS-201/TAS-203)
and no other protection is required.
3. All framing and roof deck is by others and must comply with the Florida Building Code.
4. All sizes equal to or less than the test size total square footage are to be accepted
under this NOA.
5. Fasteners used to attach skylight to wood curb are to be minimum #12 stainless
steel wood screws with minimum embedment of 1.375"
Corner Detail
(see Detail #3 & #4)
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Bill of Materials:
1. 6063-T5 Extruded Aluminum Frame mitered and welded at four corners. Manufacturer: AFCO Part #4950
2. 6063-T5 Extruded Aluminum Angle mitered and welded at four corners. Manufacturer: AFCO Part #4843
3. Dow Corning 795 Silicone Building Sealant located between aluminum angle & glazing (glass bite)
4. 0.125" UV Enhanced polycarbonate domes. Rise varies but is not less than 10% of the smaller
dimension of the length or width. Test specimen = 10" outer dome & 7" Inner dome.
Manufacturer: Bayer MaterialScience LLC (MA) or PalRam Americas
5. #12 x 1" Stainless Steel Tapping Screw with neoprene gasket. Fasteners located 12" from each corner,
maximum 12" on center. Minimum one fastener per side and minimum four fasteners per skylight.
6. #10 X 0.375" Stainless Steel fasteners 4" from each corner, maximum 12" on center.
7. Schnee -Morehead SM5127 0.6250" X 0.125" Sealant tape.
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Robert J. Amoruso, P.E.
Florida P.E. No. 48752
No 4952 ••Goy
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DCM CURB MOUNT - SECTIONS DESIGN PRESSURE = +40psf / -75psf
Detail #1:
Frame, Angle & Glazing Section Detail
#12 x 1" Stainless Steel Tapping Screw with neoprene gasket.
0.125" UV Enhanced Polycarbonate Domes. Rise varies Fasteners located 12" from each corner, maximum 12" on center.
but Is not less than 10% of the smaller dimension of the / Minimum one fastener per side and four fasteners per skylight.
length or width. Test Specimen = 10" Outer & 7" Inner.
Dow Corning 795 Silicone Sealant between retaining
angle and top dome. Glazing bite = 1.75"
Schnee Morehead SM 5127 sealant tape. 0.625"
width applied continuously around the perimeter
of the dome set.
.060" Extruded Aluminum Shape
Sealant to be minimum 0.125" tall bead to create constant /
seal between extruded frame and top of curb. (by others
or Included by Maxim as per note below)
Curb Buck Exterior Finishing (by others)
Curb Buck: See ** Note Below
* Minimum distance = 4" from aluminum frame to
roof surface for shingles or BUR without insulation.
For Insulation and roof the add Insulation or roof the
thickness to 4" minimum height
** Curb buck= Nominal Southern Yellow Pine
2 X 6 minimum wlth skylight set on buck with minimum
1/8" tall bead of building sealant. Installation fasteners are
Stainless Steel #12 PH or HH Wood Screw with minimum
1.375" embedment and 0.875' Edge Distance located 3"
from each Corner and maximum 8" on center. This curb
buck Is an optional component Included in the NOA.
Anchoring of the curb buck must be per the Florida
Building Code. See Installation Notes on Sheet 1.
Detail #2
Glazing Detail
1.75" X 1.75" X.060" Extruded Aluminum Retaining Angle
910 X 0.375" stainless steel fastener. 4" from each
comer, maximum 12" on center.
Minimum Stainless Steel #12 PH or HH Wood Screw with minimum 1.375"
embedment and 0.875" Edge Distance, 3" from each corner & maximum 8" on
center. Pre -punched 1/8" holes by Maxim for fasteners (by others or optional
* accessory)(See Installation Notes on Sheet 1.)
Minimum 12D (0.148" Shank Dia.) Common Nall or #6 Stainless Steel Wood
Screw 6" O.C. with Minimum Embeddment of 2.13" and 0.5625" Edge Distance
(by others or optional accessory)(See Installation Notes on Sheet 1.)
Roof deck. (by others)
** Roof deck and framing by others. All
roof details shall comply with the Florida
Building Code
0.125" UV Enhanced Polycarbonate Dome. Rise varies
but is not less than 10% of the smaller dimension of
the length or width. Test Specimen = SO".
Schnee Morehead SM 5127 sealant tape. 0.625"
width applied continuously around the perimeter
of the dome set.
Detail #3
Aluminum Shape Weld Detail
AFCO Part #AF -4950
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Maintain tip height -
no "V" weld acceptable.
Location of heliare TIG weld.
Minimum
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Aluminum Angle Corner Weld Detail
AFCO Part #AF -4843
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DSF SELF -FLASHING - ELEVATION
J
DESIGN PRESSURE = +40
Frame
Width = 97.5"
Notes:
1. This skylight is designed to comply with all wind zones, including the HVHZ, of the Florida
Building Code.
2. This skylight meets small & large missle impact resistance (TAS-201/TAS-203)
and no other protection is required.
3. All framing and roof deck is by others and must comply with the Florida Building Code.
4. All sizes equal to or less than the test size total square footage are to be accepted
under this NOA.
5. Fasteners used to attach skylight to the existing roof structure are to be minimum #12 stainless
steel wood screws with minimum embedment of 1.375"
/ -75psf
- Comer Detail
(see Detail #3 & #4)
Top Frame Fastener
#12 X 1.51
(see BOM #5)
— f— Top Frame Fastener
#10xY'
(see BOM #6)
Frame Detail
(see Detail #1 & #3)
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Frame
Width = 97.5"
Notes:
1. This skylight is designed to comply with all wind zones, including the HVHZ, of the Florida
Building Code.
2. This skylight meets small & large missle impact resistance (TAS-201/TAS-203)
and no other protection is required.
3. All framing and roof deck is by others and must comply with the Florida Building Code.
4. All sizes equal to or less than the test size total square footage are to be accepted
under this NOA.
5. Fasteners used to attach skylight to the existing roof structure are to be minimum #12 stainless
steel wood screws with minimum embedment of 1.375"
/ -75psf
- Comer Detail
(see Detail #3 & #4)
Top Frame Fastener
#12 X 1.51
(see BOM #5)
— f— Top Frame Fastener
#10xY'
(see BOM #6)
Frame Detail
(see Detail #1 & #3)
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Bill of Materials:
1. 6063-T5 Extruded Aluminum Frame mitered and welded at four corners. Manufacturer: AFCO Part #4951
2. 6063-T5 Extruded Aluminum Angle mitered and welded at four corners. Manufacturer: AFCO Part #4843
3. Dow Corning 795 Silicone Building Sealant located between aluminum angle & glazing (glass bite)
4. 0.125" UV Enhanced polycarbonate domes. Rise varies but is not less than 10% of the smaller
dimension of the length or width. Test specimen = 10" outer dome & 7" inner dome.
Manufacturer: Bayer MaterialScience LLC (MA) or PalRam Americas
S. #12 x 1" Stainless Steel Tapping Screw with neoprene gasket. Fasteners located 12" from each corner,
maximum 12" on center. Minimum one fastener per side and minimum four fasteners per skylight.
6. #10 X 0.375" Stainless Steel fasteners 4" from each corner, maximum 12" on center.
7. Schnee -Morehead SM5127 0.6250" X 0.125" Sealant tape.
PROMXJCr REVISED
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Robert J. Amoruso, P.E.
Florida P.E. No. 49752
Q: No 4975213*
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DSF SELF—FLASHING — SECTIONS
Detail #1:
Frame, Angle & Glazing Section Detail
0.125" UV Enhanced Polycarbonate Domes. Rise varies
but is not less than 10% of the smaller dimension of the
length or width. Test Specimen - 10" Outer & 7" Inner.
Dow corning 795 Silicone Sealant between retaining
angle and top dome. Glazing bite = 1.75"
Schnee Morehead SM 5127 sealant tape. 0.625"
width applied continuously around the perimeter of
the dome set.
.060" Extruded Aluminon Shape
* Minimum distance = 4" from aluminum frame to
roof surface for shingles or BUR without Insulation.
For insulation and roof tile add insulation or roof tile
thickness to 4" minimum height
Detail #2
Glazing Detail
DESIGN PRESSURE = +40psf / -75psf
#12 x l" Stainless Steel Tapping Screw with neoprene gasket. Fasteners located 12" from
each comer, maximum 12" on center. Minimum one fastener per side and four fasteners per
skylight.
1.75" X 1.75" X.060" Extruded Aluminum Retaining Angle
f #10 X 0.375" stainless steel fastener. 4" from each
corner, maximum 12" on center.
Stainless Steel Minimum #12 PH or HH Wood Screw with minimum 1.375"
embedment and 0.875" Edge Distance, 3" from each corner & maximum 8" on
center. Pre -punched 1/8" holes by Maxim for fasteners (See Installation Notes on
Sheet 1.)
Roof deck. (by others)
** Roof deck and framing by others. All
roof details shall comply with the Florida
Bullding Code
0.125" UV Enhanced Polycarbonate Dome. Rise varies
but is not less than 10% of the smaller dimension of the
length or width. Test Specimen = 10".
Schnee Morehead SM 5127 sealant tape. 0.625"
width applied continuously around the perimeter
of the dome set.
0.125" UV Enhanced Polycarbonate Dome. Rise varies
but Is not less than 30% of the smaller dimension of the
length or width. Test Specimen = 7.
Detail #3
Aluminum Shape Weld Detail
AFCO Part #4951
Maintain lip height -
no "V" weld acceptable.
Location of heliarc TIG weld.
I Minimum
.25" weep hole
l at each corner.
Detail #4
Aluminum Angle Corner Weld Detail
AFCO Part #4843
Location of heliarc TIG weld.
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PR.ODUcr REVISED
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EPPAr Rok 9
Miorrtt Product Conaal
Robert J. Amoruw, P.E.
Florida P.E. No. 49752
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