HomeMy WebLinkAboutEngineering T reasureHarvey E.Koehnen 7205 Elyse Circle
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C oast Professional Engineer#32831 P S L Florida 34952-8212
B uilding Architect#AR0009471 PHONE(772)466-5509
E ngineers, Certified General Contractor#CGCO24776 FAX(772)489-3035
Inc. E-MAIL
Contractor
Owner 1 A,-V_,2 t.1 Date
Job Address g6-�-a']
METAL.ROOFING J.d..-�,4Ylt�._g V _
NEW ROOF RE-ROOF _ REPAIR AREA4-d2SGQ
IME-1 AL ROOF PLAN
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ASCE 7-10&FBC 2010 ENCLOSED BLDG -4 !SEMI ENCLOSED BLDG OPEN
PART 2 _OW RISE C&C SIMPLIFIED
RISK CA T 2/V= G61, EXPOSURE J
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ROOF SYS T EM.,,,.Tag-ct.oP 5Zy 2�+�rA.Ik'SiEAK '� �N fi=L i Q+`SZG�_491 A
ZONE 1 P @ @ h=30 = x �- PSF x 0,6= , 2.$•2
ZONE 2 P @ @ h=30 = x - PSF x 0.6= .- 41-3 a=
ZONE 3P@ @ h=30 = x = PSFx0.6
MAX DESIGN PRESSURE PER NOA (aq,�-�✓ ,+I�ti. }}�P
DECK TYPE PL.lipjoop THICKNESS l5 " tAIW
BASE SHEET g NO.OF PLIES__(__�F�AS 'EKIERP # uSPAC •E
.3 2-P.c a"L2* r!l=c,0
PLY SHEET NO.OF PLIES "` FASTENER TYPE - SPACING
TOP PLY ^-- NO,OF PLIES FASTENER TYPE — SPACING
INSULATION BASE LAYER TYPE SIZE --
TYPE OF FASTENERS: SPACING FIELD PERIMETER CORNERS "
INSULATION TOP LAYER TYPE SIZE
TYPE OF FASTENERS) L �l�Wao� y g,ys u�.2� Al
DRIP EDGE SIZE x 3' DRIP MATERIAL4A FLASHING MATERIAL ZG,/,.4
FASTENER SPACING FOR METAL ROOF PANELS: FIELD" ! (a," PERIMETER j + CORNER 1�a,� @ L�•'►'S G Z�
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JA Taylor Roofing hn&
MAlLi3luation Report for�
6 ga.5V Crimp
14520-RI
etal Roof
Evaluation Report
. .
Report for: J,�Taylor Roofing Inc Date: November 3,2U11
302 Melton Drive
Fort Pierce, FL34082
'Building Code:2010 Florida Building Code Compliance Method: Rule 9N-3.005(l)(d)
Section(s): 1504.3.2 Category: Roofing
Project No.: FAE-001-01-01 Sub-Category: Metal Roofing
Scope: Product Category: Roofing
8ut+Oab»gogc Metal Roofing
Compliance. The 26 ga. §V Crimp Metal Roof Assembly described
herein has demonstrated compliance with Section
15O4.3.2ofthe 3V10Florida Building Code.
References: Test Application Standard 125'03 Standard Requirements for Metal
Roofing Systems, Section 8 testing pursuant to Hurricane Test Laboratory, LL{-
(FBG Organization iD No.TSTI 527) report no. 0224-0501-06, dated October,31
2006.
Report addendum for report no. 0224-0501-06 (Specimen #1, 2, &4) isstj�� b�_,-
September 28,2011
Drawings # '26" 5V 24" Coverage' issued by Hurricane Test Laboratory,
(FBC Organization I D No.TST1 527),dated September 20,2011.
Engineering Analysis by P0 Construction Materials Technologies (F8
Organization Nn.TSO[5878).dated April 19.2O11.
�
Product Desc�p�nn: J�V Crimp panel, minimum 2Gga. corrosion resistant steel (Grade 8O). 26^ panel
(24" mahmum coverage), 1/2" ribs; material shall comply with 2010 Florida
Building Code,Section 15O7.4.3.
/
�K8inimum #9'15 HVYH ounns|nn resistant fasteners with sealing washers
designed for | to wood connections ofsufficient length to penetrate 5/10^
through the sheathing. Material shall comply with 2O1U Florida Building Code,
Section 1507.4.4.
Limitations: Limitations and Conditions ofUse include the following,
* This ewa|uaUundoes not include use ufthe product within the High-Velocity
Hurricane Zone(HVHZ).
~ Fire Classification is not within scope of this EvaluationReport; refer to a
current Approved Roofing Materials Directory for fire ratings oYthis product.
Page I of 3
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JA.Taylor Roofing Inc.
Evaluation Report for
. 26 ga.uV Crimp Metal Roof Assembly
0 The product shall be installed in accordance with the Manufacturers
instructions and the Roof Assemblies section herein.
* Modifications of the products as evaluated herein are beyond the scope of
this evaluation.
m All products listed herein shall have a quality assurance audit in accordance
with F.A.C.Rule 9B'72.
Roof Assemblies: Assembly No. I
Max Design Pressure: -69.25 �r
Slope: /2:12urgreater
'Deck. /Minimum 15/32^plywood orwood plank
Deck Attachment: |naccordance with the applicable Code. |nnmcase less
than minimum 8dx2"annular ring shank nails spaced 6"
o.c. In reroofing,where the deck iwless than 19132"thick
(n the attachment method must be
in addition to e)dsting attachment. Deck attachment to
bedesigned byothers.
lUnderlayment. Minimum ASTM D 226Type U d30) in accordance
with Section 1507.2.0 cfthe 2V1OFloAda Building Code
o, any Approved underlayment having current Florida
Statewide orLocal Product Approval.
^�
*'GVChmppnnels: Installed in accordance with Manufacturer's installation
instructions. Minimum #9-15 corrosion resistant
fasteners with sealing washers dmwk]mad for mmhm| to
wood connections of sufficient length to penetrate 5/16~
through the sheathing installed 16" o.c. along the crown
of the rib in the center of panel and along the lap (See
Drawings).
Assembly No.2
Max n Pressure: -129-25
Slope: 2:12 or greater
Deck: Minimum 1513T plywood or wood�pl
Deck Attachment: accordance with the appli bre Code. In no case less
th m ed 12"arAUTIF ring shank nails-spaced 6"
o.c. In ofing,v h the deck is less then 19132"thick
(minimum 3 the above attachment method must be
in additio Ing attachment Deck attachment to
be de i ad by Ot
Undertayment: inimum ASTIVI D 226, Ty 11 (No. 30) in accordance
with Section 1507.2.8 of the 20 lorida Building Code
or any Approved undeddayme t current Florida
Page owfu
J.A.Taylor Roofing Inc.
Evaluation Report for
26 ga.5V Crimp Metal Roof Assembly
FL#14520-R1
Statewide or Local Product Approval.
5V Crimp Panels: Installed in accordance with Manufacturer's installation
instructions. Minimum #9-15 corrosion resistant
fasteners with sealing washers designed for metal to
i wood connections of sufficient length to penetrate 5116°
I through the sheathing installed 8°o.c.along the crown of
the rib in the center of panel and along the lap (See
i� Drawings).
I Drawings:
5-V PANEL PROFILE
24" Coverage
i
N f I
r
5—V FASTENER DETAIL
Quality Assurance: Keystone Certifications.(FBC Organization No.QUA1824)
Evaluator:: '
Charles L.Thomas, P.B. T'
Florida Registered Professional Eng."neer
PE No,:29439
FBCc
Organization No.:A>yE9008
14609 Dixie Hwy, Hudson;.FL,346�i7 �, '
Date:
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