PERMIT DOCUMENTS
TUSVDUVSF
TzmwftusjK!1903103132
City of Boynton Beach FenestrationVoluntaryWindLoadChart*
PerASCE716Part1andFBC(2020)forRetrofittinginAccordancewithFormalInterpretation
ForDetachedOneandTwofamilydwellingsandMultipleSingleFamilyDwellings(Townhouses)withMeanRoofHeight30feet
Wind170mph(3secondgust)/ExposureC**/Kd=0.85/Kzt=1.0/PressuresareinPSF/NotforuseinCoastal(Exposure'D'areas)
*UsingAllowableStressDesignmethodology(P=0.6w)/**ExposureCorDshallbedeterminedaccordingtoASCE716Section26.7(ExposureCategories)
RoofandWallZoneChartDiagrams
WallPressureChartFlatRoofUpliftChartGableRoofUpliftChartHipRoofUpliftChart
InstructionsonhowtousetheseCharts:DetermineMeanRoofHeight,ŷ,whichistopofroofforflatroofsorthemeanroofheightforpitchedroofs.Findyourleast
horizontaldimensionforyourbuilding,notincludingaoverhangifitoccurs.Calculatethevalueof,ğ,=10%ofleasthorizontaldimensionor0.4*h,whicheveris
smaller,butnotlessthaneither4%ofleasthorizontaldimensionor3feet.Ifyourroofheightislessthan30feet,butnotexactly15,20,or25feet,youwillneedtogo
tothenexthigherroofheight.IfyourMeanFoofHeightishigherthan30feet,thesechartsdonotapply.Reviewthediagramwhichillustratethewallandroofzones
anddeterminethewindzoneinwhichthecomponentislocated.Determinethetributaryareaofthecomponent.Ifthetributaryareafallsinbetweenvalues,usethe
valueofthesmallertributaryarea.Selectthepositiveandnegativewindpressurescorrespondingtothewallorroofzonewhereyourcomponentislocated.Door
pressuresshownareforthemostcommondoorsizesandareworstcaseforheights<=30Feet.
WallPressureForAllRoofTypesGarage/DoorPressures
15Ft20Ft<=30Ft
MeanRoofHeight
10203550100500
EffectiveWindArea
TributaryArea10203550100500
PositiveNegative
38.036.234.934.032.328.3WidthHeight
WallPositivePressure40.338.537.036.134.330.1
41.239.538.137.235.531.58838.648.2
Zone4NegativePressure43.741.940.539.537.733.5
50.847.444.642.939.531.5101037.445.7
Zone5NegativePressure54.050.447.445.641.933.5
25Ft30Ft141435.441.8
MeanRoofHeight
10203550100500102035501005009738.748.3
TributaryArea
42.340.438.837.835.931.543.941.940.339.337.332.816737.045.0
WallPositivePressure
45.843.942.441.439.535.147.645.744.143.141.136.53741.854.6
Zone4NegativePressure
67
56.652.849.747.843.935.158.854.751.749.645.736.539.850.6
Zone5NegativePressure
SIMPLIFIEDROOFUPLIFTCHARTFORROOFINGAPPLICATIONS
Thissimplifiedchartrepresentstheworstcasewindpressuresforthevariousroofslopesandheights.ThischartisbasedonaTributaryArea=10SFwhichisrequiredfor
roofingapplications.Iftheroofheightislessthan30feet,butnotexactly15,20,or25feet,youwillneedtogotothenexthigherroofheight.Ifyourroofheightishigher
than30feet,thesechartsdonotapply.RefertoRoofChartDiagramsonPage1forRoofZoneLocations
MeanRoofHeight=15Feet
FlatRoofGableRoof1.51to4:12GableRoof4.1to6:12GableRoof6.1:to12:12HipRoof1.51to4:12HipRoof4.1to6:12
Positive*
15.4/38.0Positive23.2Positive23.2Positive34.7Positive28.3Positive28.3
ZoneZoneRoofOverhangRoofOverhangRoofOverhangZoneRoofOverhangRoofOverhang
160.51,2e
70.180.454.064.363.783.6163.774.050.860.8
1'34.82n&2r
10211386.296.570.190.12e89.499.770.179.0
279.83e
10213286.211686.71072r83.093.370.179.0
3*1093r
12215110212870.190.1389.411970.195.3
MeanRoofHeight=20Feet
FlatRoofGableRoof1.51to4:12GableRoof4.1to6:12GableRoof6.1:to12:12HipRoof1.51to4:12HipRoof4.1to6:12
Positive*
16.4/40.3Positive24.6Positive24.6Positive36.9Positive30.1Positive30.1
ZoneZoneRoofOverhangRoofOverhangRoofOverhangZoneRoofOverhangRoofOverhang
164.21,2e
74.585.457.468.367.788.9167.678.654.064.6
1'36.92n&2r
10912091.510274.595.72e95.010674.584.0
284.83e
10914091.512392.11132r88.199.174.584.0
3*1163r
12916110813674.595.7395.012674.5101
MeanRoofHeight=25Feet
FlatRoofGableRoof1.51to4:12GableRoof4.1to6:12GableRoof6.1:to12:12HipRoof1.51to4:12HipRoof4.1to6:12
Positive*
17.2/42.3Positive25.8Positive25.8Positive38.7Positive31.5Positive31.5
ZoneZoneRoofOverhangRoofOverhangRoofOverhangZoneRoofOverhangRoofOverhang
167.31,2e
78.189.560.271.670.993.1170.982.458.667.7
1'38.72n&2r
1141259610778.11002e99.611178.188.0
288.83e
1141479612996.61192r92.410478.188.0
3*1213r
13516811314378.1100399.613378.1106
MeanRoofHeight=30Feet
FlatRoofGableRoof1.51to4:12GableRoof4.1to6:12GableRoof6.1:to12:12HipRoof1.51to4:12HipRoof4.1to6:12
Positive*
17.9/43.9Positive26.8Positive26.832.8
Positive40.2Positive32.8Positive
ZoneZoneRoofOverhangRoofOverhangRoofOverhangZoneRoofOverhangRoofOverhang
170.01,2e
81.193.162.674.573.796.8173.785.658.870.4
1'40.22n&2r
11813099.811281.11042e10311581.191.4
292.33e
11815399.81341001232r96.010881.191.4
3*1263r
14117511814881.1104310313881.1110
*IfParapet>=3FtoccursaroundentirebuildingusethesameZone2pressureforZone3andusethehigherpositivepressureshown
TUSVDUVSF
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MIAMI-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
www.miamidade.gov/building
NOTICE OF ACCEPTANCE (NOA)
Amarr Garage Doorsdba Entrematic
165 Carriage Court
Winston Salem, NC 27105
S COPE: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
Dade County Product Control Section that this product or material fails to meet the requirements of the
by Miami-
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.
D ESCRIPTION: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up
to 9'-0" Wide with Impact Windows–L.M.I.
A PPROVAL DOCUMENT:Drawing No. IRC-9509-180-21-G, titled “Model 950 Heritage & 655 Oak
Summit (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels”, sheets 1 through 3 of 3, dated
03/12/13, prepared by manufacturer, signed and sealed by Thomas L. Shelmerdine, P.E., bearing the
Miami-Dade County Product Control renewalstamp with the Notice of Acceptance number and expiration
date by the Miami-Dade County Product Control Section.
M ISSILE I MPACT R ATING: Large and Small Missile Impact Resistant
L ABELING: Each unit shall bear apermanent label with the manufacturer’s name or logo, manufacturing
address, model number, the positive and negative design pressure rating, indicate impact rated if applicable,
installation instruction drawing reference number, approval number (NOA), the applicable test standards,
and the statement reading ‘Miami-Dade County Product Control Approved’ is to be located on the door’s
side track, bottom angle, or inner surface of a panel.
R ENEWAL 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.
T ERMINATION 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.
A DVERTISEMENT: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.
I NSPECTION: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 revisesNOA No.18-0725.02 and consists of this page 1 and evidence page E-1, E-2andE-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 20-1015.27
Expiration Date: October 10, 2023
Approval Date: January 21, 2021
1/13/21 Page 1
Amarr Garage Doors dba Entrematic
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1.EVIDENCE SUBMITTED UNDER PREVIOUS NOA’s
A.DRAWINGS
1.Manufacturer's die drawings and sections.
(Submitted under NOA No. 13-0813.21)
2.Drawing No.IRC-9509-180-21-G, titled “Model 950 Heritage & 655 Oak Summit (24 GA)
1000, 2000, Short, Long, Flush and Oak Summit Panels”, sheets 1 through 3 of 3, dated
03/12/13, prepared by manufacturer, signed and sealed signed and sealed by Thomas L.
Shelmerdine, P.E.
(Submitted under NOA No. 13-0813.21)
B.TESTS
1.Test reports on:1) UniformStatic Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
4) Tensile Test per ASTM E8
5) Forced Entry Resistance Test per FBC, TAS 202-94
along with marked-up drawings and installation diagram of Amarr 9’ x 7’,24 ga.steel
garage door Model 950, prepared by American Test Lab, Inc, Test Report No.
ATLNC 0319.01-13, dated 05/01/13, with addendum letter dated 06/11/13, both
signed and sealed by David W. Johnson, P.E.
(Submitted under NOA No. 13-0813.21)
2.Test report on Evaluation of Painted or Coated Specimens Subjectedto Corrosive
Environmentsper ASTM D1654 & ASTM B117, prepared by Architectural Testing
Inc., Test Report No.C5463.01-106-18, dated 04/03/13, signed and sealed by Joseph
A. Reed, P.E.
(Submitted under NOA No. 13-0813.21)
C.CALCULATIONS
1.Anchor calculations prepared by Structural Solutions, P.A., dated 07/16/13, signed and
sealed by Thomas L. Shelmerdine, P.E.
(Submitted under NOA No. 13-0813.21)
D.QUALITY ASSURANCE
1.Miami-Dade Department of Regulatory and Economic Resources (RER)
Manuel Perez, P.E.
Product Control Examiner
NOA No. 20-1015.27
Expiration Date: October 10, 2023
Approval Date: January 21, 2021
E -1
Amarr Garage Doors dba Entrematic
NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED
1.EVIDENCE SUBMITTED UNDER PREVIOUS NOA’s (CONTINUED)
E.MATERIAL CERTIFICATIONS
1.Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA)
for their “Saflex Clear and Color Glass Interlayers”dated 09/07/17, expiring on
05/21/21.
F.STATEMENTS
th
1.Statement letter of conformance, complying with FBC6Edition (2017)and of no
financial interest, dated 09/11/17, issued by Structural Solutions, PA., signed and
sealed by Thomas L. Shelmerdine, P.E.
(Submitted under NOA No. 18-0725.02)
G.OTHERS
1.Notice of Acceptance No. 17-1010.07, issued to Amarr Garage Doorsdba Entrematic
for their Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage
Door up to 9'-0" Wide with Impact Windows(DP +51.1, -60.3 PSF), approved on
12/21/17 and expiring on 10/10/18.
Manuel Perez, P.E.
Product Control Examiner
NOA No. 20-1015.27
Expiration Date: October 10, 2023
Approval Date: January 21, 2021
E -2
Amarr Garage Doors dba Entrematic
NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED
2.NEW EVIDENCE SUBMITTED
A.DRAWINGS
1.None.
B.TESTS
1.None.
C.CALCULATIONS
1.None.
D.QUALITY ASSURANCE
1.Miami-Dade Department of Regulatory and Economic Resources (RER)
E.MATERIAL CERTIFICATIONS
1.Notice of Acceptance No. 20-0622.01 issued to Eastman Chemical Company (MA)
for their “Saflex PVB Clear and Color Glass Interlayers”dated 08/06/20, expiring
on 05/21/21.
F.STATEMENTS
th
1.Statement letter of conformance, complying with FBC7Edition (2020)and of no
financial interest, dated August 27, 2020, issued by Structural Solutions, P.A., signed and
sealed by Thomas L. Shelmerdine, P.E.
G.OTHERS
1.Notice of Acceptance No. 18-0725.02, issued to Amarr Garage Doors dba Entrematic
for their Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage
Door up to 9'-0" Wide with Impact Windows(DP +51.1, -60.3 PSF), approved on
08/30/18 and expiring on 10/10/23.
Manuel Perez, P.E.
Product Control Examiner
NOA No. 20-1015.27
Expiration Date: October 10, 2023
Approval Date: January 21, 2021
E -3
PRODUCT REVISED
as complying with the Florida
Building Code
NOA–No.
20-1015.27
Expiration Date:
10/10/2023
By:________________________
Miami–Dade Product Control
PRODUCT REVISED
as complying with the Florida
Building Code
NOA–No.
20-1015.27
Expiration Date:
10/10/2023
By:________________________
Miami–Dade Product Control
PRODUCT REVISED
as complying with the Florida
Building Code
NOA–No.
20-1015.27
Expiration Date:
10/10/2023
By:________________________
Miami–Dade Product Control