HomeMy WebLinkAboutNOAMIAM I -DADS
',uc►E coun�Tv BUILD .o IONiESE PLANS AND ALL PROPOSED WORK
1wEnoR coMP. - ARE SUBJECT TO ANY CORRECTIONS
REVIENE)JIB REQUIRED BY FIELD INSPECTORS THAT
DATE 3 , a MAY BE NECESSARY IN ORDER TO
PLANS AND PERMIT MUST U KEPT ON JOB C�YP`Y WI'i� ������ IDES.
OF. NO INSPECTION WM �E, -----
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DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Roam 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315 2599
www.miamid ade.aov/economy
WNUMU FASTENERS OR ATTACHMENTS
Maxim Industries, Inc. ARE THE RESPONSI911.riY OF THE
1630 Terre Colony Court p
Dallas, TX 75212 CONTt MOR Of R00RO
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 We 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 I through 5 of 5, dated 12/03/2013,_ with. revision B dated . ..
07/0912015, 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 RATING: 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 ofthis, 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
CMAMCE-T a countn Expiration Date: February 20, 2019
Approval Date: September 10, 2015
Pa e l
(( i �I
v . �, 0,Py
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
07/0912015, signed and sealed by Robert J. Amoruso, P.E.
B. TESTS "Submitted underNOA'# 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 # 13-121724"
. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Unifoim Static. Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Larg6 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
+ Test and
Curb Mount Plastic
-lain ndrt7n• iteraftNal-Testing n ,V,TGSYRepeA . 1AQ�0-1-
801-18, dated 10/02/201% signed and sealed by Vinu J. Abraham, P.E.
C. , CALCULATIONS "Submitted under NOA # 13-1217.24"
1. Anchor calculations for substrate installation prepared by PTC Product Design Group; LLC,
dated 12/03/2013, signed !land sealed by Robert J. Amoruso, 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 MateriaNcience 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 01/2212016.
F. STATEMENTS
1. Statement letter of code conformance to the 51° edition (2014) FBC and of no financial interest
issued by PTC Product Design Group, LLC, dated 07/0912015, signed ands sled by Robert J.
Amoruso, P.E.
� 1 f2o►s
arlos M. Utrera, r.E.
Product Control Examiner
NOA No. 15-0715.08
Expiration Date: February 20, 2019
Approval Date: September 10, 2015
E -1
MAXIM INDU�
CURB MOUNT & SELF -
INSTALLATION AN
GENERAL NOTES:
1. THIS PRODUCT IS DESIGNED TO COMPLYWWTH 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./8 AND
ASSOCIATED LABORATORY DRAWINGS. .
yADEQUACY OF THE EXISTING STRUCTURAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE
lOF 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:
4A. SKYLIGHT FRAME MATERIAL: SOS3-T6 EXTRUDED ALUMINUM.
4.2. SKYLIGHT INNER AND OUTER DOME MATERIAL: SAYER MATERIAlSC1ENCE MAK ROLON POLYCARBONATE
(NOA 12-DWS.05) OR PALRAM AMERICAS POLYCARBONATE (NOA 12-0110.04)
5. DESIGNATION "O" STANDS FOR THE A FIXED PANEL
B; IN ACCORDANCE WRTH THE CURRENT EDITION OF THE FBC, WOOD BUC19NO SHALL HAVE BEEN
PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES.
7. D18SIMILAR 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
GENERALAND INSTALLATION NOTES
2
D04 CURB MDUNT- ELEVATION
3
DCM CURB MOUNT- SECTIONS
• 4
DSF SELF43ASHING -ELEVATION
5
DSFSHFFIASHING-SECTIONS
1. ONE
2. THE
2.1.
2.2.
3. FOR
SUR
4. FOR
LENT
S. FOR
6. MII
FO
7.IN'
MII
8, TC
FC
B.I.
8.2.
8.3:
DESIGN PRESSURE RATING (PSF)
IMPACT RATING
+40.0.75.0
LARGE and SMALL
MISSILE IMPACT
8.4.
S, INC.
ING SKYLIGHTS
DETAILS
) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION DETAILED
NIMUM NUMBER OF INSTALLATION ANCHORS ARE BASED ON THE FOLLOWING:
i REQUIRED ON SHEET 3 (CURB MOUNT) AND SHEET 6 (SELF -FLASHING) BASED ON CORNER END DISTANCE
ID ON CENTER SPACING.
NIMUM OF ONE FASTENER PER SIDE AND MINIMUM FOUR FASTENERS PER SKYLIGHT ARE REQUIRED BASED ON
YLIGHT SUM SMALLER THAN TESTED AND SHOWN ON SHEETS 2 AND 4.
STALLATION OF SELF -FLASHING SKYLIGHT ONTO WOOD ROOF DECK, USEN12 WOOD SCREWS OF
:TENT LENGTH TO ACHIEVE 1 3181NCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS 7181NCH.
STALLATION OF CURB MOUNT SKYLIGHT ONTO WOOD CURB, USE #12 WOOD SCREWS OF SUFFICIENT
]H TO ACHIEVE 1 318INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE 13718INCH.
STALLATION OF CURB MOUNT SKYLIGHT CURB ONTO WOOD ROOF DECK USE 12D (0.141r MIN. SHANK
TER) BOX OR COMMON NAILS OR 06 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 2118INCH MINIMUM
)MENT. MINIMUM EDGE DISTANCE IS 51181NCH.
JM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO,
BRICK VENEER AND SIDING.
LAT10N ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON WOOD SUBSTRATE MATERIALS WITH
JM SPECIFIC GRAVITY OF 0.66.
AILING OF CURB MOUNT SKYLIGHT CURB ONTO WOOD ROOF DECK (NOTE 5 ABOVE) SHALL MEET THE
M1WNO REQUIREMENTS FROM THE 2D05 NDS FOR WOOD CONSTRUCTION.
NGTH (L) AS REQUIRED TO MEET P, Ls AND LJn REQUIREMENTS.
N. EMBEDMENT (P) IS 2.13" FOR BOX NABS AND 1.60" FOR COMMON NAILS WITH 0.148" DIAMETER
N.L 5 IS 1:33" FOR BOX NAILS AND 1.0" ---- -
)R COMMON NAILS WITH 0.148• SHANK DIAMETER.
I.N. Lm IS 2.13" FOR BOX NAILS AND 1.8"
)R COMMON NAILS WITH 0.148" SHANK DIAMETER.
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Robert J. Amoroso, P.E.
FbMa P.E. Nor+9752
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�•00��%aJAAhES A�Ai��'N y
•�p
NO 407.
... is .
DCM CURB MOUNT - ELEVATION DESIGN PRESSURE _ +40psf / -75psf
� a
�— Corner Detall
(see Detall #3 & #4) V -
a
Top Frame Fastener
(see BOM #5)
1n Top Frame Fastener N
r, / #10 X ye" vl a
d ri II (see BOM #6) o
�
/ Frame Detail �o a
j
(see Detail #1 & #3)
C / / ag�v^i41�d m 1 9
/ Angle Detail mu
19
(see Detail #1 & #4) a 5 oN� eel
DL Opening = 92.5" o� J1,11
0 � — Glayng Detail B�
(see Detail #1 & #2) o
I�— Frame oti I, I
Width = 97.5"�
BIB of Mate jals:
Notes: 1. 6063-TI, Extruded Aluminum Frame mitered and welded at four comers. Manufacturer: AFCO Part #4950 =QW �d'rt "
1. This skylight Is designed to comply with all wind zones, Including the HVHZ, of the Florida 2. 6063- .Extruded Aluminum Angle mitered and welded at four comers. Manufacturer: AFCO Part #4843 �w ,o IS e .
Building Code. 3. Dow ning 795 Silicone Building Sealant located between aluminum angle & glazing (glass bite) 4
This skylight meets small & large missle Impact resistance (TAS-201/TAS-203) 4. 0.125" JV Enhanced polycarbonate domes. Rise varies but Is not less than 10% of the smaller
1 __! and no other protection Is required. dime slon of the length or width. Test specimen = 10" outer dome & 7" Inner dome.
3. All framing and roof deck is by others and must comply with the Florida Building Code. Man facturer Bayer MaterialSdence LLC (MA) or PalRam Americas
4. All sizes equal to or less than the test size total square footage are to be accepted 5. #12 x " Stainless Steel Tapping Screw with neoprene gasket. Fasteners lasted 12" from each comer,
under this NOA. max num 12" on center. Minimum one fastener per side and minimum four fasteners per skylight. Robert a.Ammo. P.E.
S. Fasteners used to attach skylight to wood curb are to be minimum #12 stainless 6. #SOX :375" Stainless Steel fasteners 4" from each comer, maximum 12" on center. Ftorkfa P.E. 11%4e762
steel wood screws with minimum embedment of 1.375" 7. Schnee Morehead SM5127 0.6250" X 0.125" Sealant tape. ........
No 4f
STATE
DCM CURB MOUNT - SECTIONS DESIGN PRESSURE = +40psf / -75psf
Detail #1:
Frame, Angie & Glazing Section Detail
0.125' tA! Enhanced Polycarbonate Domes. Rim vary
but Is not less than 10% of the smaller dlneaslon of the
length or width. Test Specimen o 10' Outer & 7" Irmer.
Dow Corning 795 Silicone Sealant between "Ini g
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
060e Bxhuded Aluminum Shape
Sealant to be minimum 0.125" tall bead to Create constant
seat between extruded frame and top of curb. (by others
or Included by Maxim as per note below)
Curb Buck Exterior Flnishmg (by others)
Cub Buck: See ** Note Below
* Minimum distance . 4' from aluminum frame to
toot surface for shingles or BUR without insulation.
For Insulation and roof toe add Insulation or roof Ole
thickness to 4" minimum height
'k* Curb buck - Nominal Southern Yellow Pine
2 X 6 minimum with skylight set on buck with minimum
Iff tali bead of building sealant Installation fasteners are
Stainless Steel #12 PH or f W Wood Scew with minlmum
1.375" embedment and.0.875' Edge Distance located 3e -
from each corner and mxmum e• on center. IW curb
buck Is an optional component Included In the NOA.
Anchoring of the curb buck must be per the Floft
Buller ft Code. Sea Imtallatlon Notes on Sheet 1.
Detail #2
Glazing Detail
to12 x 1" Stainless Steel Tapping Scrow �wI ith neoprene gasket
Fastams located 12' from each corns ,261mum 12' on center.
M'mimum one fastener per side and four tsars par skylight
1.75' X 1.75" X.060" Extruded Ahuni Retaining Angle
910 X 0.375" staiNece steiI fastener. 4" tam curb
come, maximum 12" on center.
Minimum Stainless Steel #12 PH or NH WWood Screw with minimum 1.375'
embedment and 0.875' Edge Distance, 3" from each comer & maximum 8' on
center. Pmyundw va" holes.by Maxim for fasteners (by others or optkmal
accessory)(See InsbOation Notes on S"t 1.)
Minimum 120 (0.146' Shank Dia.) Conn Nall or 06 Stainless Steel Wood
Screw 6" O.C. with Minimum Embedd t of 2.13" and 0.5625' Edge Distance
� (by others or optional acary)(See 1rullatlon Notes on Sheet 1.)
Roof dedt. (by others)
e* Roof deck and framing W others. Ali
roof del shall comply with th I¢ Florida
Building Code
25" UV Enhanced Polytarbona
Is not less than 10% of the sit
length or width. Test Spedmt
:e Morehead SM 5127 sealant tape.
applied continuously around the pit
dome set
25" W Enhanced Polycdrbona
ma is not less than 1001a of the sit
the length or width. Test Specimc
Dome. Rise varies
Ilex dimension of
=10".
Dome. Rise varies
Her dimension of
= 7'.
Detail #3
Aluminum Shape Weld Detail
AFC0 Part #AF-4950
Minimum
---.25" coup dole
Malalala IIp belgbl- at eacb corner.
no "V" weld acceptable.
Location of beliare TIG weld.
Detail #4
Aluminum Angle Corner Weld Detail
AFCO Part #AF-4843
Location of heliare TIG weld.
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PR"Cr Yavism
. covo14ro.im the Pkalda
n,/S+D7_
� r�t�m
Robed J. Ahhuruso. P.E.
FWido RE Na 40752
KM ES 4r���i
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No 49752 �o
-, =
9r; ; STATE
DSF SELF -FLASHING - ELEVATION ESIGN PRESSURE _ +40psf / -75psf
0
Comer Detail '�'
(see Detail #3 & #4)
+— Top Frame Fastener a I
(see BOM #5)
fn
Top Frame Fastener
r,
/ #10 X 3/8"
II (see SOM #6
U.
II O 3 4
p — Frame Detail .
°J j / (see Detail #1 & #3)tog
t a
Angle Detail
q
(see Detail #1 & #4) � p � � z � � z
DL Opening = 92.5" c rn � �
�— Glazing Detail i�F� oo � iB
(see Detall #1 & #2
Frame
Wldth = 97.5"
Notes:
Bill of Ma
ale:
�1
1. This skylight Is designed to comply with all wind zones, Including the HVH7, of the Florida
1. 6063-
Extruded Aluminum Frame mitered and welded at four comers. Manufacturer: AFCO Part #4951
ff
Building Code.
2. 6063-
�5 Extruded Aluminum Angle mitered and welled at four comers. Manufacturer: AFC0 Part #4843
Pxorxrcr vrsP�
2. This skylight meets small & large missle Impact resistance (TAS-201/TAS-203)
3. Dow
ruing 795 Silicone Building Sealant located between aluminum angle & glazing (glass bite)
- -., and no other protection Is required.
4. 0.125°
W Enhanced potycarbonate domes. Rise varies but Is not less than SO% of the smaller
A00`w• W iT i9
[All framing and roof dedc is by others and must comply with the Florida Building Code.
di
on of the length or width. Test specimen = IV outer dome & 7" Inner dome.
All sizes equal to or less than the test size total square footage are to be accepted
Man
acturer. Bayer MaterialSdence LLC (MA) or PaiRam Americas
"
ny
under this NOA.
5. #12 x
Stainless Steel Tapping Screw with neoprene gasket. Fasteners located 12" from each corner,
W i Produd Co" '!
5. Fasteners used to attach skylight to the existing roof structure are to be minimum #12 stainless
max
6. #10 X
mum 12" on center. Minimum one fastener per side and minimum four fasteners per skylight.
.375" Stainless Steel fasteners 4" from each comer, maximum 12" on center.
steel wood screws with minimum embedment of 1.375"
7. SchneeMorehead
SM5127 0.6250" X 0.125" Sealant tape.
ROW . RE
Fbwa P.E ft 4D752
No
DSF SELF -FLASHING - SECTIONS
Detail #1:
Frame; Angle & Glazing Section Detail
0.125' W Enhanced Polycarbonate Domes, wse varies
but Is not less than 10% of the sma0ef dlmensbn of the
length or width. Test Specimen . 10' Outer & 7' Inner.
Dow Coming 795 Silicone Sealant between retalnlng
angle and top dome. Gazing alto m 1.75"
Schnee Morehead SM 5127 sealant tape. 0,625"
:rldth applied oonttmmusty around the perimeter of
- - the dome set.
.060" Extruded Aluminum Shape
* Krdmum distance - 4" from aluminum frame to
roof surface for shingles or BUR without Insuiadort.
For insulation and roof Me add Insulation or roof Ole
ttedmess to 4" minimum height
Detail #2
Glazing Detail
GN PRESSURE _ +40psf / -75psf
912 x I" Stainless Steel Tapping Screw with i eoprene gasire6 Fasteners located 12" from Detail #3
/ each comer. mmdmuinironcenter. Minim in one fastener per aide and four fastencraper Aluminum Shape Weld Detail
s1wiight AFCO Part #4951
1.75" X 1.75" X .060" Extruded Aluminum R gaining Angle
Minimum
_.25" weep hole
f 910 X 0,375' stainless steel fastener. 4" from each Me undo lip bclgbt- at each corner.
comer, maximum 12' on center, no'N" weld acceptable.
Stainless Steel Minimum #12 PH of HH W Screw with minlmum 1.375"
embedment and 0.075" Edge Dlsianoe, 3" i each comer & maximum B" on
center. Pre -punched 1/B' holes by Maxim fo fasteners (See Installation Notes on Location of hellare TIG weld.
Sheet 1.)
0,125" W Enhanced Polycarbonate Do e, Rise varies
but Is not less than 10% of the smaller Imenslon of the
length or width. Test Specimen = 10".
Schnee Morehead SM 5127 sealant tape. 0.625
width applied contlnuously around the pe
of the dome set.
0.125" UV Enhanced Polyearbonate Do e. Rise varies
but Is not less than 10% of the smaller Imensbn of the
length or width. Test specimen = 7".
Detail #4
Aluminum Angle Comer Weld Detail
AFCO Part #4843
Locatlon of hellorc TIG weld.
REVISW
yinaawft the FWW
e�r.e N�6�9
MBytrafDftr t�awcb„o.�t
Robert J. Amenuo, P.E
Flaldo P.E. Na 49762
No