HomeMy WebLinkAbout24113121
OFFICE USE ONLY:
- I,,~ IA" 0'
DATE FILED: L(I
REVISION FEE: 50 --
RECEIPT NO.:
ST. LUCIE COUNTY
DEPARTMENT OF COMMUNITY DEVELO
BUILDING & ZONING
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
·462-15~3 .
APPLICATION FOR BUILDING PERlVIIT -RE\TIS
PROJECT I~FO&'I.~TIO:';
1. LOCA TIO~!SITE
..\DDRESS:
2. DETAILED DESCRIPTIO~S OF PROJECT
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CO~TR.\CTOR I~FOR'I...\ TIO~:
ST..OF FL REGJCERT# \ "'"2-ç 0 \.?44 . ST. LCCIE COl'~TY CERT.=
BCSI~ESS ~...\.-'IE:$,,-, ~ \.-L ~
Qualifiers ~3me:
ADDRESS:
CIT)-:
PHO~E (D.-\ YTI)IE): '17- - ~.6.cC\,- L.. Î ~l...
.ARCHIT/EL\GI:'iEER:
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CITY:
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STATE:
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ZIP:
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Code Compliance Division
2300 Virginia Avenue
Ft. Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772) 462-2522
http://stl ucieco. gov Ice
Building
Receipt
Date: 12 June 2007 Receipt #: 0000054893
Job Address: 4655 INDIAN RIVER DR 'ermit Number: SLC- 24113121
Received By: spellsv Amount: $50.00
Paid With: CK :redit Card Number:
Check Number: 1185
Paid By: SUMMA COR LLC Sign:
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J M Metals 3~15901777 p.l
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Your applicali\H1 for Notice of l\cccptam:c (1-.JOA) of:
JivI "5V" Crimp Arc.hitcctur:ll ì\1ct~1 Roof System
uo\.kr Chapler R n f the C()(!è üf f\..1iami-Dac.le County governing the use or ^ llcrnalc tv1alcrial$ and Type:> of'
( 'OnSlrllcti(ln, ~lI1d completely described herein. ha~ heen recommended for ~lcccpt:lnce Þy (he Miami-Dade
(\\tlt1ly nl1ilding ('odc Con'lpli;.mcc OHìcc (I1CCO) undcr the cOJ1ditions specified herein.
This NO,^- :-;11='111 not he valid after the expiration date s\alcJ helow. BeeO reserves lhe right tn secure this
prod\lct or makrial at any lirnc from a joÞsitc or InanuI~Ic.turcr"s pbnt for quality control le.sling. I r this
producl or material bib to perform in the appr0vcd manner) BCCO may revokc. n)odify. or suspend thc
lIse l\r ~lIch product or ,.natcri~d ilnm~dialdy. BeeO n~~erve~ the righl to revoke this approv;11, if it i~
dclL"rminèd hy Be 'CO that (hi~.; product or m::ttcrial C:lils to n1cet the requirements of the South F10rid:¡
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rbi:-; ~1pplícation {()f Product Approval h::L~ heen rcviewed hy the BCCO and approved by the Buildi 116
('ode :md Product Review Comtnittce to be used in Mian1i-Dauc C4)tmty. Florida under the conditions. set
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FILE COpy
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BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
MIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMlt FLORIDA 33130-1563
(305) 375-2901 FAX (305) 375-2908
NOTICE OF ACCEPTANCE (NOA)
JM Metals
1505 Cox Road
Cocoa, FL. 32926
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product
Review Committee 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
Division (In Miami Dade County) and/or the AID (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 AID may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division 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: JM "5V" Crimp Architectural Metal Roof System
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein,
RENEW AL 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.
TERMINA TION 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 consists of pages 1 through 7.
The submitted documentation' was reviewed by Alex Tigera.
NOA No.: 07-0606.03
Expiration Date: 06/08/12
Approval Date: 06/08/07
Page 1 of7
ROOFING SYSTEM ApPROVAL:
FILE COpy
Category:
Sub-Cate2ory:
Roofing
Metal, Panels (Non-Structural)
Steel
Material:
Deck Type:
Wood
Maximum Design Pressure
-114.25 psf.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY ApPLICANT:
Product
5V Steel Roofing
Panel
Dimensions
1 = varies
w = 26"
h = Y2"
Min. Thickness 0.019"
Test
Specifications
T AS 110
Product
Descriotion
Metal Roof panel coated with
Fluropon®.
TRADE NAMES OF PRODUCTS MANUFACTURED ·BY OTHERS:
Product
Fasteners
(Panel)
DiDlensions
#9-15 Iffi
EVIDENCE SUBMITTED:
Test Aecncv
Test Identifier
The Valspar
Corporation
Lab Test Certification
PRI Asphalt
Technologies, Inc.
Underwriters
Laboratories, Inc.
JMM-OOI-01-01
01NK5594
Hurricane Test
Laboratory, LLC
0223-0517 -06
~ra~'f CIJ,.t,?>
~,.... ~
=...~. L-
'1-'-~
- (h'Pt\\1
Product
DescriDtion
Corrosion resistant, sharp point hex-
head screws with ~" EPDM
Bonded Steel sealing washer.
Manufacturer
generic
Test NODleIReoort
Date
ASTM B-l1?
ASTM 0-23
T AS 100
05/10/01
T AS 125
01/15/01
T AS 125
6/7/06
NOA No.: 07-0606.03
Expiration Date: 06/08/12
Approval Date: 06/08/07
Page 2 of7
FILE COpy
ApPROVED SYSTEMS:
SYSTEM:
Deck Type:
Deck Description:
Slope Range:
Maximum Uplift
Pressure:
5V Steel Roofing Panel
Wood, Non-insulated
. New Construction or Re-roof
19hz" or greater plywood or wood plank.
2": 12" or greater
See Panel Fastening Options Below
Deck Attachment:
UnderlaynIent:
Valleys:
Fire Barrier Board:
&rI!~: (~~
~ ~
="" ' ~ .::J
-~. . r-
r1-~~
- ( h,~p~\'
In accordance with applicable building code, but in no case shall it be less
than 8d ring shank nails spaced (I' o.c. In reroofing, where the deck is less
than l'/3Z" thick (Minimum 15"31") The above attachment method must be in
addition to existing attachment.
Minimum underlayment shall be an ASTM D 226 Type IT installed with a
minimum 4" side-lap and 6" end-laps. Underlayment shall be fastened with
corrosion resistant tin-caps and 12 gauge 11,4" annular ring-shank nails, spaced
6" o.c. at all laps and two staggered rows 12" o.C. in the field of the roll.
Valley construction shall be in compliance with Roofing Application Standard
RAS 133 and with JM Metals 5V Steel Roofing Panel' current published
installation instructions.
Any approved Fire Barrier with a current NOA, or for class A or B fire rating,
install minimum 1,4" thick Georgia Pacific "Dens Deck" (with current NOA) or
minimum 4mm thick of Tritex, RockRoof (with current NOA) or 5/8" water
resistant type X gypsum sheathing with treated core and facer, or minimum one
layer of Elk Versashield (with current NOA).
NOA No.: 07-0606.03
Expiration Date: 06/08/12
Approval Date: 06/08/07
Page 3 of7
FILE COpy
Metal Panels and
Accessories:
fustall the "5V Steel Roofmg Panel" and accessories in compliance with JM
Metals' current published installation instructions and details. Flashing,
penetrations, valley construction and other details shall be constructed in
compliance with the minimum requirements provided in Roofing Application
Standards RAS 133.
5V Roofing Panels shall be fastened with a minimum of #9-15 HH corrosion
resistant fasteners with sealing washer. Fasteners shall of sufficient length to
penetrate through the sheathing a minimum of 3/16" . Fasteners shall be place in
accordance with fastener detail herein as follows:
Fasteners shall be installed at a maximum of 12" O.c. at side laps perpendicular
to roof slope and at a maximum of 12" o.c. in the center of the panel at the field
perpendicular to roof slope.
Field conditions:
Fastener shall be placed at high points of panel ribs. See Detail B.
Maximum Design Pressure: -85psf. (See General Limitation #1)
PeriIneter and Corner
Condition: Fastener shall be placed at low points of panel ribs. See Detail C.
Maximum Design Pressure: -114.25psf. (See General Limitation #1)
. \' T Co
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NOA No.: 07-0606.03
Expiration Date: 06/08/12
Approval Date: 06/08/07
Page 4 of7
FILE COpy
SYSTEM LIMITATIONS:
1. The maximum designed pressure listed herein shall be applicable to all roof pressure zones (Le.
field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for
enhanced fastening at enhanced pressure zones (Le. perimeters, extended comers and comers).
2. All panels shall be permanently labeled with the manufacturer's name or logo, and the following
statement: "Miami-Dade County Product Control Approved.
3. Panels shall be roll formed in continuous lengths from eave to ridge. Maximum lengths shall be
as described in Miami-Dade County Roofing Application Protocol RAS 133.
4. All products listed herein shall have a quality assurance audit in accordance with the Florida
Building Code and Rule 9B-72 of the Florida Administrative Code.
PROFILE DRAWINGS
DETAIL A
24" Coverage
31811
L~
.
~
~
, J.M. METALS "5V" CRIMP ROOF PANEL
~ 'I!~'f co. ·/~
g~ ... ~
::...~. . t-
w.f~~~
- (~'p\,\..
NOA No.: 07..0606.03
Expiration Date: 06/08/12
Approval Date: 06/08/07
Page 5 of7
,.,LE COpy
DETAIL B
(FIELD CONDITION)
Mlnlmul1I #9-15 Hex Head
Fastener w/EPDM Washer
¿"Minimum penetration
through the deck
~
12-
~
12-
~
Overlap
~~~T C(~/:A
~... ~
==~... ~
r?;,~~
{·('Ep~~·
NOA No.: 07-0606.03
Expiration Date: 06/08/12
Approval Date: 06/08/07
Page 6 of7
fiLE COpy
DETAIL C
(pERIMETER AND CORNER CONDITION)
Minimum #9-15 Hex Head
Fastener w/EPDM Washer
1~"Minimum penetration
through the deck
~
12"
~
12"
~
.
Overlap
END OF TillS ACCEPTANCE
~re\.'f f'~/?'~
~... ~
::~~....... t=
,;¿..~~
( {'J~P\\~'
NOA No.: 07-0606.03
Expiration Date: 06/08/12
Approval Date:. 06/08/07
Page 7 of7
FIL= COpy
ROOFING APPLICATION STANDARD (RAS) No. 133
STANDARD PROCEDURE FOR INSTAllATION OF METAL ROOF SYSTEMS
II
1.2 This application standard determines the
options for specific flashing conditions
and provides guidelines for application in
compliance with Product Approval.
5.
4.2 Roof System Assemblies utilizing con-
cealed clips shall be installed with clips of
the size, material, gage and markings
specified in the metal roofing Product Ap- II
proval. No substitutions shall be allowed.
4.3 Sealants, closure strip and accessory
components shall be as specified in the II
metal roofing Product Approval.
Design Considerations
5.1 Metal panel continuous lengths shall not
exceed 45 feet for steel and stainless steel
and 32 feet for aluminum, copper and
monel.
5.2 Clips, cleats and/or fastening points shall
be as detailed in the metal roofing Product II
Approval. All field fabricated cleats shall
have two approved nails or fasteners in
each, protected by a foldover tab (see Fig-
ure 1, below). Cleats shall be fabricated
from materials listed in the metal roofing II
Product Approval.
1. Scope
1.1 This application standard has been devel-
oped to provide consistent information
for the installation and uses of metal roof
systems.
1.3 This application standard describes vari-
ous flashing methods that can be used to
terminate metal roof assemblies.
2. Definitions
2.1 For definitions of terms used in this appli-
cation standard, refer to ASTM D 1079;
and the Florida Building Code, Building.
3. General Requirements
3.1 All perimeter flashings shall meet the ma-
terial sizing and attachment requirements
set forth RAS 111.
3.2 Underlayment shall be in accordance with
Chapter 15 (High-Velocity Hurricane
Zones) of the Florida Building Code,
Building.
///
////
,--,
\...._"J
4. Specific Metal Roof System Assembly Types
and Related Requirements
TWO FASTENERS UNDER FOLD-
OVER TAB
4.1 Metal roofing panels shall comply with
the minimum test requirements set forth
below:
FIGURE 1
EXAMPLE OF PANEL CLEAT
Accelerated Testing
of Coating
Salt Spray Testing
of Coating
ASTM G 23 (2000 hours)
ASTM B 117 (1000 hours)
FLORIDA BUILDING CODE - TEST PROTOCOLS HVHZ
(RAS) 133.1
(RAS) No. 133
5.3 All components shall be of compatible
material.
II
5.4 Maximum design pressures listed in the
metal roofing Product Approval shall
meet or exceed design pressures for the
field area of the roof determined in com-
pliance with the Florida Building Code,
Building. Design pressures for perimeter
and corner areas may be increased
through data extrapolation.
5.4.1
All extrapolation of data shall be
signed and sealed by a registered
architect or a professional engi-
neer must be submitted with the
uniform roofing permit applica-
ti 0 n.
II
5.5 Woodblocking
5.5.1
All woodblocking installed to
secure or support metal roofing
panels shall be in compliance
with the American Wood Pre-
servers Association salt pressure
treating specification C-2 or
C-9.
5.5.2 All woodblocking shall be se-
cured to the substrate in compli-
ance with RAS 111.
6.
Sealants and Closure Strips
6.1 Closure strip shall be cut or fabricated to
snugly fit the metal profile creating an ef-
ficient seal. Closure strip shall be bonded
in place with a continuous bead of ap-
proved sealant, top and bottom, to elimi-
nate movement or the potential of
dislodging. Joints in the closure strip shall
be tight.
7. Perimeters
7.1 Eaves may be terminated with a drip edge
flashing (see Figure 4) or a gutter at the
transition with a side wall. Refer to mate-
rial and application methods for fabrica-
tion, attachment, and sizing set forth in
RAS 111.
7.2 Metal profiles shall be closed at eave con-
ditions with closure strip, sealant or metal
caps to create a watertight closure.
RIBBED PANEL
APPLY SEALANT TO -,
TOP AND BOTTOM OF ..
FOAM CLOSURE
EAVE FLASHING --
----~--FASTENERS SHALL BE INSTAllED
BEHIND THE CLOSURE
FIGURE 2
TYPICAL EAVE TERMINATION DETAIL WITH CLOSURE
STRIP
7 .3 Rake and Rake Wall
7.3.1
Rake wall flashings are base
flashings where a metal Roof
System Assembly abuts a verti-
cal wall at a slope condition (see
Figure 3). The flashing shall
provide a waterproofing bridge
between the metal Roof System
Assembly and the vertical wall.
7.3.1(a)
Rake wall flashings
shall terminate at
the high point of the
panel or a transition
j oint shall be
formed to avoid
waterflow at the
metal transition.
(RAS) 133.2 FLORIDA BUILDING CODE - TEST PROTOCOLS HVHZ
(RAS) No. 133
FILE COpy
FLASHING
FLASHING
FLASHING
FIGURE 3
TYPICAL PROFILES OF RAKE WALL FLASHINGS
7.3.2
Rake flashings are perimeter
flashings at the sloping edge of
the metal Roof System Assem-
bly, usually terminated with a
drip edge or gravel stop flashing
(see Figure 4, below). Rake
flashings shall be fabricated
from materials, sized and at-
tached in compliance with RAS
111.
7.3.2(a)
Rake flashings shall
terminate at the high
point of the panel as
detailed in 7.3.1(a).
7.4
Ridge, hip and headwall flashings shall be
formed of metal in combination with
woodblocking, metal or closure strip ma-
terial and fastening devices.
FIGURE 4
TYPICAL RAKE PROFILES
FLORIDA BUILDING CODE - TEST PROTOCOLS HVHZ
(RAS) 133.3
(RAS) No. 133
7.4.1
All panels shall be turned up at
terminations to create a water
stop. If the metal profile is too
rigid or the vertical metal will
not allow for a bend, the pans
shall be notched and turned up
with sealant applied at all cuts
and openings.
7.4.2 All end panels shall be closed
with a metal roof pan closure
strip or a closure strip bonded
into place. (see Section 8.9,
herein).
7.4.3 End and ridge closures shall be
designed to resist water blow
back as well as vermin and insect
entry.
8.
Penetrations
8.1 All metal overlaps shall be formed to shed
water. Laps of rectangular shaped pene-
tration flashings over panels (for lower el-
evations) or under panels (for higher
elevations) shall be a minimum of 12 in.
A
t
L_
METAL OR NONMETAL CURB
and shall have a continuous double row of
approved sealant applied.
8.1.1 Side laps at the edge of base pan-
els shall occur on ribs or seams
and shall be sealed with a contin-
uous double row of approved
sealant.
8.1.2
Drainage clearance troughs shall
be provided between a rectangu-
lar penetration flashing and the
ends of interrupted ribs at the
high side of the flashing. When
the width of the rectangular
flashing exceeds 18", or is
greater than one pan width of the
roof panel, a cricket shall be in-
stalled to direct water flow away
from the penetration. (See Fig-
ure 6, below.)
8.2 Penetration flashings shall be designed to
move with the metal roof panels during
periods of expansion and contraction. The
metal roofing system, in conjunction with
the penetration flashings, must move
without causing failure of the transition
joints. (see Figures 7 and 8, below).
FL
END CLOSURES
METAL OR NONMETAl
~
~ //s:~\. )
~ ....~ ........................ .................... ~STRUCTURALSUPPORTS
(;........>...... ...................... ARE PROVIDED AT OR
~~~................... ~~~: ~~~E'::TIONS
ROOF DESIGN LOAD
END CLOSURES
METAL AND
NONMETAL
FIGURE 6
TYPICAL CURB FLASHING
(RAS) 133.4
FLORIDA BUILDING CODE - TEST PROTOCOLS HVHZ
SEALANT
f DRAWBAND
UMBRELLA
FIGURE 7A
PENETRATION FLASHING
DOUBLE ROW OF SEAlANT AT EDGE LAPS
NEOPRENE WASHER AT FASTENER
SEALED WATERTIGHT
FIGURE 78
PENETRATION FLASHING
9. Transitions
9.1 Valley Flashings
9 .1.1 Valley flashings shall be fabri-
cated from materials that are the
same or are compatible with the
roof panel system, and not less
than the gage of the metal panel.
Valleys must be supported by
underlying decking (for nOll-
structural systems) or by struc-
tural members running the
length of the valley (for struc-
tural systems).
FLORIDA BUILDING CODE - TEST PROTOCOLS HVHZ
(RAS) No. 133
FILE COpy
FIGURE 8
ELASTOMERIC FLASHING
9.1.2 Panels shall be secured at the
valley by:
9.1.2(a) a hold down cleat at
the transition with
the valley (see Fig-
ure 9, above); or
9 .1.2(b) fasteners penetrat-
ing through the
panel to the struc-
tural members or
sheeting below; or
9.1.2(c) other method de- Ii
fined in the Product
Approval for the
metal Roof System
Assembly.
9.1.3 Cleated panels are required for
concealed fastener systems such
as standing seam.
9.1.3(a) The cleats shall be
set in a bead of seal-
ant and fastened 6
in. o.c. with a pan
head screw on
prefinished metals.
Alternatively, cleats
may be soldered in
place when using
corrosion resistant
metals.
(RAS) 133.5
(RAS) No. 133
HOOK PANEL ONTO CLEATS
FASTENED 6" o.c.
CLEATS SET IN APPROVED SEALANT OR
PREFINISHED METAL OR SOLDER TO
NON-FERROUS METALS
FIGURE 9
RECOMMENDED STANDING SEAM VALLEY
9.1.4 Mechanically fastened panels
shall be secured at the valley
transition (see Figure 10.)
9.1.5 Panels shall lap a minimum of 3
in. over the valley while main-
taining a minimum 6 in. drain-
age channel.
9.1.6 All valley flashing endlaps shall
be a minimum of 6 in. and shall
be mechanically fastened and
sealed.
9.2 Details shown in the Architectural Sheet
.Metal Manual, as published by
SMACNA, as adopted by the Florida
Building Code, Building are acceptable.
(RAS) 133.6 FLORIDA BUILDING CODE - TEST PROTOCOLS HVHZ
(RAS) No. 133
FILE COpy
RIBBED METAL PANELS
PANEL CLOSURE
EXPOSED FASTENERS TERMINATE INTO
STRUCTURAL MEMBER OF DECKING
FIGURE 10
RIBBED PANEL VALLEY
TWO OFFSET ROWS OF RIVETS 1" o.c.
TWO BEADS OF APPROVED SEALANT
"
"
"
"
"
"
" / ,
" / ,
" / ,
"" /// ",
", / ,
',// ,~
" / , ","'~
FIGURE 11
SEALED LOW SLOPE VALLEY LAP
FLORIDA BUILDING CODE - TEST PROTOCOLS HVHZ
(RAS) 133.7
(RAS) No. 133
SEAL
MITERED KNEE CAP
NOTCHED AND FOLDED CORNER
BArrEN CAP OR SNAP-ON CAP
ROOF PANEL FLANGE
FIGURE 12
TRANSITION WITH KNEE BENDS
MITERED END PANEL
SQUARED END PANEL
WALL PANEL
LEADER
ROOF PAN CLOSURE METAL
NON METAL CLOSURE
FIGURE 13
TRANSITION FLASHINGS AT HEADWALL CONDITION
(RAS) 133.8
FLORIDA BUILDING CODE - TEST PROTOCOLS HVHZ