HomeMy WebLinkAbout10-Metalworks Gas Canopy Roof (NOA #18-0918.09) (Exp 05.21)I1 •' • ' 1 • •LV• '
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NOTICE "r ACCEPTANCE (NOA
MetalWorks, LLC
P.O.Box 2009
Oakwood, Georgia 30566
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidadeara economy
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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: 0.038' (min.) Galvalume 3" deep x 16" wide Panel for Canopy
APPROVAL DOCUMENT: Drawing No. 14-1470.1, sheets 1 through 3 of 3, titled " 20 ga. (0.038" min.)
Galvalume Deck prepared by Mills, Short&Associates, dated December 31, 2017, signed and sealed by Jason
W. Short, P.E., on December 31, 2017 bearing the Miami -Dade County Product Control Revision stamp with the
Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: None
LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the
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 # 16-0510.29 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, & E4
as well as approval document mentioned above.
The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S.
MIAMI•DADE COUNTY NOA No. 18-0918.09
} j Expiration Date: 05/15/2021
( Approval Date: 01/24/2019
Page 1
Metalworks, LLC
NOTICE OF ACMAI
N : EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-1112.03
A. DRAWINGS
Title: 20 ga. galvalume 3" x 16 Deck Pans
Number: D 1 through D4
Signature: William M. Meyers, P.E.
Date: 10/26/96
Revision Date: 01/08/97 and 01/14/97
B. TESTS
Laboratory: Hurricane Engineering and Testing Inc.
Number: HETI-96-563
Type: Uniform static air pressure wind load per ASTM E330.
Signature: Hector M. Medina, P.E.
Date: 11/05/96
C. CALCULATIONS
Title: 3" x 16" Galvalume Panel
Signature: William M. Meyers, P.E.
Date: 10/26/96
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #99-1207.03
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. MATERIAL CERTIFICATIONS
1. None.
E. STATEMENTS
1. Letter from Wm. M. Meyers,
has not changed from NOA
engineering business.
P.E., dated February 22, 2000, stating that the product
No. 96-1112.03 and stating also that he is still in the
3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0325.01
A. DRAWINGS
1, Drawing No. Dl, D2, D3, & D4, titled " 20 ga. (0.038 "min.) Galvalume ", sheet
�f"d' a tr't...�%w
` Helmy A. Makar, P.E., M.S.
Product Control Section Supervisor
NOA No. 18-0918.09
Expiration Date: 05/15/2021
Approval Date: 01/24/2019
E-1
MetalWorks, LLC
NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED
1 of 1, each drawing, prepared by Orange State Industries, dated April 02, 2003,
signed and sealed by Carlos F. Castillo, P.E. on April 10, 2003.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. MATERIAL CERTIFICATIONS
1. None,
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #07-0924.04
A. DRAWINGS
1. Drawing No. Dl, D2, D3, & D4, titled " 20 ga. (0.038 "min.) Galvalume ", sheet
1 of 1, each drawing, prepared by Orange State Industries, dated April 02, 2003,
signed and sealed by Carlos F. Castillo, P.E. on April 10, 2003.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. MATERIAL CERTIFICATIONS
I None.
5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #13-0430.03
A. DRAWINGS
1. Drawing No. Dl, sheets 1 through S of S, titled " 20 ga. (0.038"min.) Galvalume
16" x 3 "Deck Pans ", prepared by PTC Product Design Group, LLC, dated
December 01, 2007, last revision A dated April 19, 2013, signed and sealed by
Robert J Amoruso, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. MATERIAL CERTIFICATIONS
1. None.
E-2
` elmy A. Makar, P.E., M.S.
Product Control Section Supervisor
NOA No. 18-0918.09
Expiration Date: 05/15/2021
Approval Date: 01/24/2019
MetalWorks, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0421.05
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1, By Miami -Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #15-0526.09
A. DRAWINGS
1, Drawing No. 144470, sheets 1 through 6 of 6, titled " 20 ga. (0.038" min.)
Galvalume 16" x 3 " Deck Pans ", prepared by Mills, Short & Associates, dated
March 23, 2015, signed and sealed by Jason W. Short, P.E., on June 25, 2015.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0510.29
A. DRAWINGS
1. Drawing No. 144470, sheets I through 3 of 3, titled " 20 ga. (0.038" min.)
Galvalume Deck ", prepared by Mills, Short & Associates, dated March 23, 2015,
signed and sealed by Jason W. Short, P.E., on January 15, 2016
LZ &� �
elmy A. Makar, P.E., M.S.
Product Control Section Supervisor
NOA No. 18-0918.09
Expiration Date: 05/15/2021
Approval Date: O1/24/2019
E-3
MetalWorks, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS
1. Laboratory: IntL;; % / rchit%Volt al Testing
Number: E5270.0145044
Type: Uniform static air pressure wind load per TAS 202.
Signature: Joseph A. Reed, P.E.
Date: 12/09/2015
C. CALCULATIONS
1. Title: 3"x 16" Galvalume Panel
Signature: Jason W. Short, P.E.
Date: 01/15/2016,
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
9. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1, Drawing No. 14-1470.1, sheets 1 through 3 of 3, titled " 20 ga. (0.038"min.)
Galvalume Deck", prepared by Mills, Short & Associates, dated December 31,
2017, signed and sealed by Jason W. Short, P.E., on December 31, 2017.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
E-4
elmy A. Makar, P.E., M.S.
Product Control Section Supervisor
NOA No. 18-0918.09
Expiration Date: 05/15/2021
Approval Date: O1/24/2019
GENERAL NOTES
1.
THE DECKING SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN
ACCORDANCE WITH THE HVHZ OF THE 2017 (6TH EDITION) OF THE FLORIDA BUILDING CODE,
9.1,
DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620 (HVHZ) OF THE ABOVE MENTIONED BUILDING
CODE,
1.2.
FOR BASIC WIND SPEEDS AS REQUIRED BY THE LOCAL JURISDICTION WHERE THIS PRODUCT IS TO BE INSTALLED A
DIRECTIONALITY FACTOR Kd = 0.85 SHALL BE USED IN ACCORDANCE WITH ASCE 7-10, AND THIS SHALL NOT EXCEED
THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED IN THE PANEL NOTES,
1.3,
IN ORDER TO VERIFY THE ABOVE CONDITIONS ARE MET, THE ULTIMATE DESIGN WIND LOADS DETERMINED PER
ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO
COMPARE THESE WITH THE MAX. (A.S.D.) DESIGN PRESSURE INDICATED IN THE PANEL NOTES,
1.4,
SHOP DRAWINGS AND STRUCTURAL CALCULATIONS SHALL BE SUBMITTED FOR EVERY PERMIT, THE STRUCTURAL
COMPONENTS FOR THE DECKING ATTACHMENT SHALL BE DESIGN BY A LICENSED FLORIDA PROFESSIONAL
ENGINEER, AND REVIEWED BY THE STRUCTURAL PLANS EXAMINER OF THE CORRESPONDING BUILDING DEPT. ON A
JOB SITE SPECIFIC BASIS,
2.
STRUCTURAL ADEQUACY OF SUPPORTING STRUCTURAL MEMBERS IS NOT A PART OF THIS P.E.D. STRUCTURAL
DESIGN OF SUCH MEMBERS SHALL BE DESIGN IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2017 (6TH
EDITION), AND THE STRUCTURAL ENGINEER OF RECORD FOR THE SPECIFIC PROJECT.STRUCTURAL DESIGN SHALL
INCLUDE AND TAKE INTO CONSIDERATION THE ACTUAL Vx AND Vy LOADS TRANSFERRED FROM THE PANEL TO EACH
SUPPORT BASED ON DEAD, LIVE, AND WIND LOADS, AND USING THE COMBINATIONS OF ASCE 7 STANDARD,
STRUCTURAL MEMBERS SHALL BE REVIEWED BY THE STRUCTURAL PLANS EXAMINER OF THE CORRESPONDING
BUILDING DEPT, ON A JOB SITE SPECIFIC BASIS,
3.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE STRUCTURAL STABILITY ("SOUNDNESS") OF
THE STRUCTURE WHERE THE PANELS ARE TO BE INSTALLED.
4.
PANEL INSTALLATION SHALL COMPLY WITH ALL SPECIFICATIONS INDICATED IN THIS DRAWING PLUS ANY
BUILDING/ZONING REQUIREMENTS PROVIDED BY THE JURISDICTION WHERE THE PERMIT IS APPLIED FOR,
5.
THE PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEERING FIRM IS GENERIC, AND DOES NOT
PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,
5.1.
THE CONTRACTOR IS TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE, AND INSTALLATION (INCLUDING LIFE
SAFETY) OF THIS PRODUCT BASED ON THE PRODUCT APPROVAL PROVIDED, IT IS IMPERATIVE THAT ONE DOES NOT
DEVIATE FROM THE CONDITIONS DETAILED IN THIS DOCUMENT.
5.2,
CONSTRUCTION SAFETY OF THE SITE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR,
6.
THIS PRODUCT EVALUATION WILL BE CONSIDERED INVALID IF MODIFIED IN ANY WAY,
7.
SITE SPECIFIC PROJECTS PREPARED BY A REGISTERED FLORIDA ENGINEER OR ARCHITECT WHICH WILL BECOME THE
PROFESSIONAL OF RECORD FOR THE PROJECT, AND WHO SHALL BE RESPONSIBLE FOR THE PROPER USE OF THIS
P.E.D. THE PROFESSIONAL OF RECORD, ACTING AS DELEGATED ENGINEER OF THE P.E.D. ENGINEER, SHALL SUBMIT
TO THIS LATTER, THE SITE SPECIFIC DRAWINGS FOR REVIEW,
8.
ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT
PREPARED IT.
9.
PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED IN A READILY VISIBLE LOCATION SHOWING THAT:
9.1.
MANUFACTURER'S NAME, CITY , STATE AND THE STATEMENT "MIAMVDADE COUNTY PRODUCT CONTROL
APPROVED."
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PANEL NOTES
t. PANEL SHALL BE EMBOSSED GALVALUME 20 GA. (0,038" MIN.) ASTM A792-94 GR, 5OB.
2. MAX. A.S.D. DESIGN PRESSURE RATING FOR PANEL WITH DECK CLIP CONNECTIONS (SHEET 3):
2.1. FOR (2) DECK CLIPS PER SUPPORT,
2.2. MAX. ALLOWABLE BENDING MOMENT OF PANEL AT SUPP. = 680 FT: LBS.
2.3. MAX. ALLOWABLE BENDING MOMENT OF PANEL BETWEEN SUPP. = 383 FT: LBS.
El VALUE OF PANEL = 10.7 X 1046 LBS-IN"2
2.5. MAXIMUM ALLOWABLE DEFLECTION OF THE PANEL = U1 BO
2.6. MAX. SUPPORT REACTION = 850 LBS.
3. THE ABOVE ALLOWABLE STRESSES OF THE CLIPPED & BOLTED CONNECTION PANELS ARE BASED ON A 16" WIDE
PANEL LOADING, TO GET THE WIND LOAD PRESSURE PER SQUARE FOOT, MULTIPLY PANEL LOAD TIMES 12M6.
4. THIS PANEL SHOULD BE USED ONLY IN THE CONSTRUCTION OF OPEN CANOPIES,
5. EA. CANOPY PROJECT SHALL BE CONSTRUCTED USING THE SAME PANEL CROSS SECTION AND SUPPORT DETAILS AT
THE STRINGERS AND INTERLOCKING SEAMS AS SHOWN ON THIS TEST, THE DESIGN OF THE PANEL SPAN SHALL BE IN
COMPLIANCE WITH ALL OF THE ABOVE ALLOWABLES,
6. STRUCTURAL CALCULATIONS PERFORMED AS PER SECTIONS 1616 OF THE 2017 FLORIDA BUILDING CODE, 6TH ED,
DESIGN SPECIFICATIONS:
1. CANOPIES SHALL BE DESIGNED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, 2017 (6TH EDITION) AND
ACCORDING TO THE WIND PROVISIONS OF ASCE 7A0, AS NOTED ABOVE.
2. DECK CLIP CONNECTION - TEST PRESSURE=+187.51-127.5 PSF
3. LIVE LOAD TEST PRESSURE = 30 PSF
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All DEAL$ DE.9GK ANRAN�R$ AND PLANS NDICAIED OR REIMEI IEB BY 7H:S C.A. #: 30698 � jDammbRAII ARE 000 BY AND 7HE PROPERTY OF NEIALKR S, UC AND NX MA1ED,4690 Lipscomb SL NE, Suite 6AEVOLVED, AND DEVELOPED FOR USE ON. AND N CON ECIION VEIN 1NE SPEOFED Palm Bay, FL 32905PROD= NOTE OF SIM DEALS, DESIGNS, ARWUIIEIWIS /R PANS SHALL BE USEDBY OR U6404D ID ANY MtSO , FRl, OR ATEN FOR ANY PI1MSE FLORIDA BUILDING CODE (HIGH 8 NON -HIGH VELOCITY 2ONES)�jYM790M KNOUT THE M11TIEN PEIMS90N OF BM INSIRES Flllfllf►►
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18GA STAINLESS STEEL
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DECK PAN
20GA, ASTM A635 GRADE 50 STEEL
MINIMUM YIELD STRENGTH 50KSI
G60 GALVANIZED SURFACE PER ASTM A924
TOP FINISH TO BE KYNAR OR EQUIVALENT, COLOR: COPPERTONE
BOTTOM FINISH TO BE KYNAR OR EQUIVALENT, COLOR: BONE WHITE
#14 LAP TEK
W/ NEOPRENE WASHER
(QUANTITY PER
ROOF ZONE WIND LOAD)
DECK PANEL
HILTI X-U 16MX BALLISTIC
POINT FASTENERS
(1) FASTENER PER SIDE
CLIP / DECK PROFILE
CANOPY DECK LOAD ZONES CANOPY DECK CLIP WIND LOAD DATA
3x16 20 ga. A50 ksi deck load Zones Clip Load Based on Main Wind Force Loads:
Yield Stress 50 ksi Allowable Bending 60%(50)= 30 ksi
positive bending Sx = 0.3849 in 3 negative bending Sx = 0.2643 Greatest load condition 136 mph, Exposure C, Zone 3
110 mph Exposure C = 1046# load on clip
Zone 1 = +/- 34 psf
Zone 2 = +/- 52 psf
Zone 3 = +69 psf / -84 psf Fasteners:
Single Span Mp = (1.33')69(6.08)(6.08)/8 = 423.66 Sxp= 423.66(12)/30,000 = 0.1694<= 0.3849 good
Single Span Mn = (1.33')-84(6.08)(6.08)/8 =-515.72 Sxn=-515.72(12)/30,000 = 0.2063<= 0.2643 good Clip to Tube Steel "Purlins"•
Two Span Mn = (1.33')-84(6.08)(6.08)/10 =-412.98 Sxn=-412.98(12)/30,000 = 0.1651 <= 0.2643 good
PANEL
STRUCTURAL STEEL TUBE
120 mph Exposure C
Hilti Powder Actuated Fastening:
Zone 1 = +/- 40 psf
Zone 2 = +l- 61 psf
1/4" Allowable Pullover Load = 490## (See Hilti Data Sheet)
Zone 3 = +81 psf I -100 psf
This is a working load, not an ultimate load. Hilti indicates that they use a 5:1 safety factor.
Single Span Mp = (1.33')81(6.08)(6.08)/8 = 497.34 Sxp= 497.34(12)/30,000 = 0.1989<= 0.3849
Single Span Mn = (1.33')-100(6.08)(6.08)/8 = -614 Sxp=-614(12)/30,000 = 0.2456<= 0.2643
good
good
Two of these would provide a safety factor of 4.7 for the "worst case" 136 mph, Exposure C,
Two S an Mn = (1.33')-100(6.08)(6.08)/10 = -491 Sxp=-491(12)/30,000 = 0.1964<= 0.2643
good
Zone 3 application which is satisfactory.
Locations that require a larger load capacity may need a heavier gage clip or an additional
136 mph Exposure C
fastener as determined by the engineer.
Zone 1 = +/- 51 psf
Zone 2 = +/- 78 psf
Zone 3 = +104 psf / -129 psf
Deck Rib to Clip Attachment:
Single Span Mp = (1.33')104(6.08)(6.08)/8 = 640.75 Sxp= 640.75(12)/30,000 = 0.256<= 0.3849
good
Si S .an Mn - (1.3 3'=-129(6.08) . ; �)/t3 = W 94. Y8 Sxp= -7 4.78(= 2 , 0;0t30 = - rg== .° L43
a •t ct od
1/4" self drilling fastener ultimate shear load in 18 Ga. = 1442# (See Buildex Data. Sheet)
Two Span Mn = (1.33')-129(6.08)(6.08)/l0 =-635.82 Sxp=-635.82(12)/30,000 = 0.2543<= 0.2643
good
At the indicated load, the safety factor is approximately 3:1 for (2) fasteners. The required number
Multi- Span Mn = (1.33')-129(6,08)(6.08)/12 =-529.85 Sxn=-529.85(12)/30,000 = 0.2119<= 0.2643
good
of fasteners would vary from (1) to a maximum of (2) at 136 MPH, Zone 3. For all wind speeds
through 136 MPH, the clip could be installed with (1) fastener in Zone 1, (2) fasteners in Zone 2
and Zone 3.
HILTI BALLISTIC FASTENERS DATA
3" x 16" 20
DADE COUI
TOP COLOF
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Ailowable Tensile pullover and Shear Bearing Load Capacities for Light Steel FramJng. wft X-U Powd - ttuated Fasteners'XsAL
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104
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SOURCE: HILTI PRODUCT TECHNICAL GUIDE 2008, SECTION 3.2.3
BUILDEX SELF DRILLING FASTENER DATA
000
SHEET STEEL GAUGES
Gau
a3141
211 289 341 551 757 10W 1 1 29 SHE 1/ 6;13Es Sue ge ibs L ate
Fastener Stool Cain 00
1/ 231 293' 346 613 880 1145 .1858 4550 i L Pt. ; 26 24 22 Zt#, 18 16:' 14 i 42
FASTENER,VALUES
Fastener "
{dia•ttri)
ens a
1tbs. mltt.}
eatTorque
( tbs. uit)
�� �. .)
2-14
2778
2000
92
1/4-14
4060
2600
150
12 2 385 600 623 828 1410 175i3 218E
3 769 1355 1622£ 197
114 3 930 1442 21 0,0 2a34
DECK INSTALLATION & SPAN
CTURAL STEEL TUBE