HomeMy WebLinkAboutSUBMITTED PAPERSALL APPLICAPLE INFP MUST BE COMPLETEI�FOR APPLICATION TO BE ACCEPTED
Date: I� CANNED Permit Number:
St. Lucie COunty
Building Permit Application
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue, Fort Pierce FL 34982
Phone: (772) 462-15S3 Fax: (772) 462-1578 Commercial Residential
PERMIT APPLICATION FOR: T
e
"PROPOSED IIIVIPROVEMENT LOCATION:'
Address: ISO SE Su-ex)[CLtv:k
Legal Description: 1L �ry C,(Z ���Iz - �•'y } '-4
Property Tax ID #: �z-� I Q `" Sd - O I �'{ - CSC)®- �7 Lot No.
Site Plan Name: Block No.
Project Name:
Setbacks Front Back: Right Side: Left Side:
DETAI 'ED'DESCRI�PTION'0F WORK.,,
%Lo0 _-C-tj 5 #' t-t S v rvlc-+ r-t l .
C> o c 2 e.c. & ('c 0 k) J e 2 toy vvAe 1"A s I 1 Z `7 k1z.L,
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CONSTRUCTION INFORMATION:
Additional work t0 e nertormed under this permit —check all that apply:
0HVAC 0 Gas Tank Gas Piping E]Shutters Q Windows/Doors
Electric 0 Plumbing Sprinklers E]Generator Roof
Total Sq. Ft of Construction: g2 SC . Ft. of First Floor:
Cost of Construction: $ 9� 000 — utilities: Sewer [j Septic Building Height:
O.wN ER/LESSEE:
CONTRACTOR;
Name vn 1in
Name:'6e,% c:w
"C
Address:
Company: e V _SL)&r
City: J9S State:
Addr s: i�r L SL�,.J
1�i i�lmOt2
e
Zip Code: Fax:
City: i_
G
State:
_�
1` �-
Phone No. - C�
Zip Code: $ L
Fax. `?7� 3-$3rJ
g
E-Mail:
Phone No.
r
Fill in fee simple Title Holder on next page ( if different
E-Mail:
from the Owner listed above)
State or County License:
S
if value of construction is $2500 or more, a RECORDED Notice of Commencement is required.
u
SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION:
DESIGNER/ENGINEER: _ Not Applicable
MORTGAGE COMPANY: _ Not Applicable
Name:
Name:
Address:
Address:
City: State:
City: State:
Zip: Phone:
Zip: Phone:
FEE SIMPLE TITLE HOLDER: _ Not Applicable
BONDING COMPANY: Not Applicable
Name:
Name:
Address:
Address:
City:
City:
Zip: Phone:
Zip: Phone:
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work
in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use
WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for
improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite
before the first inspection. If you intend to obtain financing, consult with lender or an attorney before
commencing work or recording vour Notice of Commencement.
dig.
A -P" �7� 0 1/�
Signatur of wne ge Lessee Signature of o ractor/License Holder
STATE OF FLORIDA STATE OF FLORIDA
COUNTY OF cCOUNTYOF JS ,,LyLc !e
The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me
this --& day of &—_ F t7 , 20 14 by this J& day of e T 2014 by
o.k r1a WM1a"\t
(Name of per
�' dging) (Name of per n wledging )
(Signat f to ublic- State of Florida) (Sign of ry Public- State of Florida )
PersonallyKnown OR Produced Identification Personally Known OR Produced Identificati
Y
Type of Identificatio Produced No011 Type of Identificati n Produced /
Commission No. ?_ZV3T �� 0; �S� a�pp�•. Commission No. / L Z"1 3�% ( �.' `'SZ 2019/9Fit%
s
Revised 07/15/2014 %Iqi
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REVIEWS
FRONT
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ZCS11Q'PI j��� ��
�' 1\01�
46PERVIS0R
PLANS
VEGETATION
SEATURTLE
A8yPUBuc,
KMaN110itljt/E
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
COMPLETE
INITIALS
0*40
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY
FILE # 3995361 OR BOOK 2 PAGE 750, Recorded 09/16/2014 at --' 18 AM
Permit No.
State of Florida County of St. Lude
NOTICE OF COMMENCEMENT
Tax Folio No. 1u (2 . rya a I i I MOL4
The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes,
the following Information Is provided in this Notice of Commencement.
Legal Description of Prop�ty� ( suet address if avai} hie):
K. I,rrY line S' It IG (I 7 1eY y
General description of Improvement: REROOF
If the Lessee contracted for the Improvement:
Name
Address
Interest In property: (/VkVL
Name and address of fee simple titleholder (if different from Owner listed above):
ContractorsNema: TREASURE COAST ROOFING
Contractor Address: 1816 SW BILTMORE PSL,FL 34984 Phone Number: 772-370-9770
Surety (If applicable, a copy of the payment bond Is attached): Amount of bond: $
Name and address: Phone number:
Lender Name: Phone Number:
Lender's address:
Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section
]jIMI) (a)7 Florida Statutes:
Name: Phone Number:
Address:
In addition to himself or herself, Owner designates of
Uenor's Notice as provided In Section 713.13(1) (b), Florida Statutes.
Phone number of person or entity designated by owner:
to receive a copy of the
Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the
contractor, but will be 1 year from the date of recording unless a different date Is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the fads stated therein are true to the best of
my k col and belief,
( 1Zn!r ure nor or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager
The
Type,
before me this f -L�gllbNll�j,/gY , 2C I `,•I
Type ofthd]& �l .Jrusf;be) Party on behalf of whom Instrument was executed
�= s
g:t 's
3 t f f22434 f *= Personally known or produced Identification_
of Florida) Person
ad Name of Notary Publir a .11 Type of Identification produced
. to
STATE O, FLORIDA
ST. LUCIE COUNTY
TIJIU Ie%7n nrnv,
Malt(: ar-r I U [U lit
10/14/2014 8:25 All FAX 7723433308 Tcroofing 0001/0001
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Re: Permit# Igocf L231
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FL 34982
772-462-2165 or 772-462-2172
Fast: 772-462-6443
ROOF INSPECTION AFI:I[�AVIT
It a\'Wy.z Clicensed as a(n)I"ontra r*/Engineer/Architect
(Please print name & circle iicen a type) F" Building Inspector
*General, Building, Residential or Roofing contractor or any individuol certefied under 499 F.S. to make such an inspedion.
On or about I did personally inspect the roof deck nailing
(Date
work at: C
(Job site address)
Based upon that examination I have determined the installation was done according to the Hurricane
Mitigation Retrofit Manual (Based an 553.844 F.S_)
KA'1W --
5i a ur eal
STATE OF FLORIDA
CRUNTYOF SI.Lk�.T
sworn to and subscribed before me this
by V 4-krx r.j
Notary Public, State o f
Signature of Notary:—�
Commission Number: •�
En 01/19/203A
/4y
License #
RECEIVED OCT 1.42014
1p—e_. 20—L 14
or who has produced
Florida Building Code Online
Page 1 of 3
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Regulation
Product Approval Menu > Pmdmt or Application Search > Application
LIA > Application Deell
-
FL fF
A,,Iicatl,n Type
Code Version
Application Status
FL32966-R3
Revision
2010
Approved
Comments
Archived
Product Manufacturer IM Metals (Innovative Distribution LLC)
Address/Phppp/Email 1505 QM Road
Cocoa, FL 32926
(321) 639-1537
tonyojmmetals.com 3
T� UIL ING DIVISION
UC
Authorized Sienature James Buckner SnT� L'`a C
jlmmy@cbucklnc.ad REV W1 D FOR COINLUL CE ,
REVIEWED BY
Technical Representative � _ '•
Address/Phone/Emall DATE ST BE I�PT ON JOB
PLANS AND PERMIT
Quality Assurance Representative OR NO LNSPECTION WILL BE MADE.
Address/Phone/Emall
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Renort from a Florida Registered Architect or a Ueensed Florida professional Engineer
Evaluation Report - Hardcopy Received
Florida Enofneer or Architect Name who developed the Evaluation Report
lames L Bucker, P.E.@ CBUCK Engineering
Florida I Icense,
PE-31242
Quality Assurance Entity
K stone Certifications, Inc.
Quality Assurance Contract Expiration Date
12/31/2016
Validated By
Steven M. Udch, PE
J Validation Checklist - Hardcopy Received
r'artinrate of Independence
Referenced Standard and Year (of Standard)
Equlvalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
2 i
summary of Products
3 3
FL12966 R3 COI CertOflndeo Ddf
StpDda[d Yea[
TAS 125 2003
UL 1897 2004
UL 580 2006
Florida Licensed Profejslaaai Eng1n= or Architect
FL12966 R3 Eauly Test Standard Eauiv.odf
Method 1 Option D
04/24/2012
04/25/2012
05/01/2012
06/11/2012 Trust Rating
a Not Yet Rated
http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgv4i95T%2bUQ... 9/16/2014
Florida Building Code Online
Page 2 of 3
FL 3
Model, Number or Name Description
12966.1
Ol - "JM Nailstrip"
Fastener Strip Roof Panel - 0.032" Aluminum, 12" Width, Attached to 15/32" Plywood
Deck w/Clitional
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL12966 R3 II Ol NailstrlD Alum Wood Deck EVALREPORT.odf
Approved for use outside HVHZ: Yes
Verified By: James L Buckner, P.E. @ CBUCK, Inc- P.E. #31242
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/-69.25
Evaluation Reports
Other. Refer to Evaluation Report for Umltatlons and Conditions of Use. Refer to
FL12966 R3 AE O1 Nallstrio Alum WoodCleck EVALREPORT.Dcl
manufacturers Installation Instructions MajuNlemerdal guide.
Created by Independent Third Party: Yes
12966.2 02 - "JM Nailstrip"
Fastener Ship Roof Panel - 26 Gauge Steel, 16" Width, Attached to 15/32" Plywood Deck
w/O tlonal Rigid Insulation
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL12965 R3 II 02 Nalistrio Steel WoodDeck EVAIREPORT odf
Approved for use outside HVHZ:- Yes
Verified By: James L Buckner, P.E. @ CBUCK, Inc P.E. #31242
. Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/-121.75
Evaluation Reports
Other: Refer to Evaluation Report for Limitations and Conditions of Use. Refer to
FL12966 R3 AE 02 Nailstrlo Steel WoodDeck EVALREPOR7 odf
manufacturers installation Instructions as a supplemental guide.
Created by Independent Third Party: Yes
12966.3 03 - "IM 1.75 Snap -Lock'
Snap -Lock Roof Panel - 0.032" Aluminum, 18" Width, Attached to 15/32" Plywood Deck
w/O tlonal Rigid Insulation
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL12966 R3 II 03 1.75SMpLack Alum WoodDeck EVALREPORT,odf
Approved for use outside HVHZ: Yes
Verified By: James L Buckner, P.E. @ CBLK:K, Inc P.E. #31242
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/-91.75
Evaluation Reports
Other: Refer to Evaluation Report for Limitations and Conditions of Use. Refer to
FL12966 R3 AE 03 1.75Snaoinck Alum WoodDeck EVALREPORT.odf
manufacturers Installation Instructions as a supplemental guide.
Created by Independent Third Party: Yes
12966.4 04 -'7M 1.75 Snap-LocK:
Snap -Lock Roof Panel - 24 Gauge Steel, 18" Width, Attached to 15/32" Plywood Deck
w/Optional Rigid Insulation
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL12966 R3 II 04 1.755naoL.cck Steel WoodDeck EVALREPORT.odF
Approved for use outside HVHZ: Yes
Verified By: James L Buckner, P.E. @ CBUCK, Inc P.E. #31242
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/-76.75
Evaluation Reports
Other: Refer to Evaluation Report for LJmitations and Conditions of Ise. Refer to
R12966 R3 AE 04 1.75Snaolock Steel WoodDeck EVALREPORT.Ddf
manufacturers Installation Instructions as a su piemental guide.
Created by Independent Third Party: Yes
12966.5 05 - "JM Rib"
Lapped Roof Panel - 29 Gauge Steel, 36" Width, Attached to 15/32" Plywood Deck
w/Optional Rigid Insulation
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FLJn66 R3 11 05 Rib Steel WoodDeck EVALREPORT.Ddf
Approved for use outside HVHZ Ye,
Verified By: James L Buckner, P.E. @ CBUCK, Inc P.E. #31242
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/-69.25
Evaluation Reports
Other: Refer to Evaluation Report for Limitations and Conditions of Use. Refer to
FL12965 R3 AE 05 Rib Steel WoodDeck EVALREPORT.odf I
manufacturers installation Instructions as a supplemental guide.
Created by Independent Third Party: Yes
12966.E O6 - "IM 5V Crimp"
Lapped Roof Panel - 26 Gauge Steel, 24" Width, Attached to 15/32" Plywood Deck
w/O tlonal Rig Id Insulation
units of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/-114.25
Other: Refer to Evaluation Report for Limitations and Conditions or Use. Refer to
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/-159.25
Other: Refer to Evaluation Report for Limitations and Conditions of Use. Refer to
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/-137
Other: Refer to Evaluation Report for Limitations and Conditions of Use. Refer to
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/-106
Other: Refer to Evaluation Report for Lmitatlons and Conditions of Use. Refer to
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/-120
Other: Refer to Evaluation Report for Limitations and Conditions of Use. Refer to
nanufacturers Installation Instructions as a suoolemental auide.
[nstallation Instroctions
R.12966 R3 TI 06 IV WaodDeck EVALREPORT.Ddf
Vedfied By: James L Buckner, P.E. @ CBUCK, Inc P.E.#31242
Created by Independent Third Party: Yes
Valuation Reports
FL12966 R3 AE 06 SV Wood(Jeck EVALREPORT.ndf
Created by Independent Third Party: Yes
itarding Seam Roof Panel - 24 Gauge Steel, 16" Width, Attached to
ulth One -Piece Panel Clips w/Optional Rigid Insulation
Installation Instructions
F112966 R3 IT 07 1,5StandinaSeam WoodDeck EVALREPORT.gdf
Verified By: James L Buckner, P.E. @ CBUCK, Inc P.E. #31242
Created by Independent Third Party: Yes
Valuation Reports
FL12966 R3 AE 07 LSStandinaSeam WoodDeck EVALREPORT.Dd
Created by Independent Third Party: Yes
apped Roof Panel - 24 Gauge Steel, 41-1/4" Width, Attached to IS/:
Installation Instructions
FL32966 R3 U D8 NordmanTlleOnl-2WoodDeck EVALREPORT.odf
Verified By: James L Buckner, P.E. @ CBUCK, Inc P.E. 931242
Created by Independent Third Party: Yes
Valuation Reports
FL12966 R3 AE 08 NordmanTileOnl-2WoodDeck EVALREPORT odd
Created by Independent Third Party: Yes
apped Roof Panel - 24 Gauge Steel, 41-1/4" Width, Attached to 19/:
:nstallation Instructions
FI.12966 R3 II 09 NordmanTileOnS-BWoodDeck EVALREPORT odf
Verified By. James L Buckner, P.E. @ CBUCK, Inc P.E. #31242
Created by Independent Third Party: Yes
:valuation Reports
FL12966 R3 AE 09 NordmanTlleOn5-SWoodDeck EVALREPORT.DdI
Created by Independent Third Party: Yes
Wiped Roof Panel - 24 Gauge Steel, 41-1/4" Width, Attached to 22
:nstallation Instructions
FL12966 R3 iI ]0 t=anTileOnSteelDeck EVALREPORT.0
Verified By: James L Buckner, P.E. @ CBUCK, Inc P.E. #31242
Created by Independent Third Party: Yes
. Limits of Use Installation Instructions
Approved for use In HVHZ: No FL12966 R3 11 11 NordmanTile Alum0n5-8WoodDeck EVALREPORT.odF
Approved for use outside HVHZ Yes Verified By: James L Buckner, P.E. @ CBUCK, Inc P.E. #31242
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +N/A/-107 Evaluation Reports
Other: Refer to Evaluation Report for Limitations and Conditions of Use. Refer to R12966 R3 AE 11 NordmanTile Alum0n5-8WoodDeck EVALREPORT.Ddf
manufacturers Installation Instructions as a supplemental guide. Created by Independent Third Party: Yes
ia4
Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer• Coovrlaht 2007-2013 State of Florida. ;: Privacy Statement:: Acc ssibifity Statement:: RefundStatement
Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a pubil-reconls reques4 do not send electronic mall 6h this entity. Instead, contact the
office by phone or by traditional mail. If you have any questlons, please 000tct 850.487.1395.'P—..t to Section 455.275(3), Florida statutes, effective October 1, 2012, licensees licensed under chapter
455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses a; d public record. If you
do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If yo"are a likens£e._ rldd"r Cta'her 455, RS., please
O click be s TfUst Kail ng
< Pmdact Approval Accepts: a
e „ Not Yet Rated
flckidabuiltling.wg
a2
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv4i95T%2bUQ... 9/16/2014
Specialty Structural Eng1neer1nc2
Evaluation Report
"JM 5V Crimp"
Metal Roof Assembly
Manufacturer:
CBUCK, Inc. Certificate of Authorization #8064
Innovative Distribution, LLC d/b/a JM Metals
1505 Cox Road
Cocoa, Florida 32926
321.639.1537
for
Florida Product Approval
# FL 12966.6 R3
Florida Building Code 2010
Per Rule 9N-3
Method: 1 D
Category: Roofing
Sub - Category: Metal Roofing
Product: JM 5V Crimp. Roof Panel
Material: Steel
Panel Thickness: 26 gauge
Panel Width: 24"
Support: Wood Deck
Prepared by:
James L. Buckner, P.E., S.E.C.B.
Florida Professional Engineer # 31242
Florida Evaluation ANE ID: 1916
Project Manager: Diana Galloway
Report No. 12-132-SV-59W-ER
Date: 4/6/ 12
Contents:
Evaluation Report Pages 1— 9
i
James L. Buckner, P.E., SECB
Florida P.E. # 31242
CBUCK, Inc. At -7-ett
1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403
Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net
CBUCK Engineering
FL #: FL 12966.6-113
Date: 4/6/12
Report No.: 12-132-5V-S6w-ER
Page 3 of 9
SpeclaltLj Structural Engineering CBUCK, Inc. Certificate of Authorization ##8064
Performance Standards: The product described herein has demonstrated compliance with:
• UL580-06 — Test for Uplift Resistance of Roof Assemblies
• UL 1897-04 — Uplift test for roof covering systems
• TAS 125-03 —Standard Requirements for Metal Roofing Systems
Standards Equivalency: The UL 580-94 & UL 1897-98 standard version used to test the evaluated product
assembly is equivalent with the prescribed standards in UL 580-06 & UL 1897-04
adopted by the Florida Building Code 2010.
Code Compliance: The product described herein has demonstrated compliance with Florida Building
Code 2010, Section 1504.3.2.
Evaluation Report This product evaluation is limited to compliance with the structural requirements
Scope: of the Florida Building Code, as related to the scope section to Florida Product
Approval Rule 9N-3.001.
Limitations and . Scope of "Limitations and Conditions of Use" for this evaluation:
Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical
documentation, specifications and installation method(s) which include
"Limitations and Conditions of Use" throughout the report in accordance
with Rule 9N-3.005. Per Rule 9N-3.004, the Florida Building Commission is
the authority to approve products under "Optional Statewide Approval'.
• Option for application outside "Limitations and Conditions of Use"
Rule 9N-3.005(1)(e) allows engineering analysis for "project specific approval
by the local authorities having jurisdiction in accordance with the alternate
methods and materials authorized in the Code". Any modification of the
product as evaluated in this report and approved by the Florida Building
Commission is outside the scope of this evaluation and will be the
responsibility of others.
• Design of support system is outside the scope of this report.
• Fire Classification is outside the scope of Rule 9N-3, and is therefore not
included in this evaluation.
• This evaluation report does not evaluate the use of this product for use in the
High Velocity Hurricane Zone code section. (Dade & Broward Counties)
• This metal roof system was tested to transmit the roof loads directly to the
building structural support deck.
Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in
accordance with the Florida Building Code and Rule 9N-3.0005 (3) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA
1824).
CBUCK Engineering
FL #: FL 12966.6-113
Date: 4/6/12
Report No.: 12-132-5V-S6W-ER
Page 4 of 9
Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064
Components/Materials Roof Panel:
"JM 5V Crimp"
(by Manufacturer): Material:
Steel
Thickness:
26 gauge (min.)
Panel Width:
24" (max.) Coverage
Rib Height:
3/8"
Yield Strength:
40 ksi min.
Corrosion Resistance:
In compliance with FBC Section 1507.4.3:
• ASTM A792 coated, or
• ASTM A653 G90 galvanized steel
Fastener:
Type:
Hex -Head Wood Screw with WSW
Size :
#9 -15 x 1"
Corrosion Resistance:
Per FBC Section 1506.6 and 1507.4.4
Standard:
Per ANSI/ASME B18.6.4
Adhesive/Seam Sealant:
Product Name: Bostik Chem -Calk 915
Type: One component, polyurethane adhesive
Application Size: 3/16" bead
Application Location: along male flange the full length of panel underlaps
(Refer to Table "A" and drawings Page 8)
Components/Materials Underlayment:
(by Others): Per roofing manufacturer's guidelines in compliance with FBC Section 1507.4.5
Insulation (Optional):
Type:
Thickness:
Properties:
Density:
Or Compressive Strength
Rigid Insulation Board
3" (max.)
2.25 pcf (Ibs/ft3) min.
20 psi min.
Insulation shall comply with FBC Section 1508. When insulation is incorporated,
fastener length shall conform to penetrate thru bottom of support a minimum of
3/16".
CBUCK Engineering
FL #: FL 12966.6-113
Date: 4/6/12
Report No.: 12-132-5V-56W-ER
Page 5 of 9
Speclalty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064
Installation: Installation Method:
(Refer to drawings on Pages 6-7 of this report.)
■ Fastener spacing: Refer to Table "A" Below
(along the length of the panel)
■ Row Spacing: Refer to Table "A" Below
(along the row, across the panel profile)
■ Rib Interlock: Lapped
■ Minimum fastener penetration thru bottom of support, 3/16".
■ For panel construction at the end of panels, refer to manufacturer's
instructions and any site specific design.
TABLE
"A"
METHOD 1:
METHOD 2:
METHOD 3:
Design Pressure:
- 85 PSF
-114.25 PSF
-114.25 PSF
Fastener Spacing:
12"
12"
12"
Row Spacing:
12"
12"
12"
Fastener
Location:
Corrugation
Peaks
Corrugation
Peaks
Corrugation
Valleys
Adhesive:
Not required
Refer to Drawing
Details 2A & 2B
Not required
Install the "JM 5V Crimp" roof panel assembly in compliance with the installation
method listed in this report and applicable code sections of FBC 2010. The
installation method described herein is in accordance with the scope of this
evaluation report. Refer to manufacturer's installation instructions as a
supplemental guide for attachment.
Referenced Data: I. TAS 125-03 Uplift Test
By Hurricane Test Laboratory, LLC (FBC Organization #TST ID: 1527)
Method 1: Report 0223-0307-01; Test Date: 03 / 05 / 01- 03 / 08 / 01
Method 2: Report 0223-0913-07; Report Date: 09 / 08 / 08
Method 3: Report 0223-0517-06; Test Date: 05 / 19 / 06 - 05 / 22 / 06
2. Quality Assurance
By Keystone Certifications, Inc. (QUA ID: 1824)
JM Metals, Licensee #: 344
3. Equivalency of Test Standard Certification
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization # ANE 1916)
4. Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization # ANE 1916)
FL #: FL 12966.E-R3
Date: 4/6/12
CBUCK Engineering Page Report No.:121f39-5V-S6W-ER
Speclalty Structural Encjlneerinc;j CBUCK, Inc. Certificate of Authorization #8064
Installation Method
JM Metals
"JM 5V Crimp" (26 Gauge) Roof Panel Attached to Wood Deck
Profile Drawines
2N' Maximum Net Coverage
"JM 5V Crimp" Panel
Typical Panel Profile View
TABLE
"A"
METHOD 1:
METHOD 2:
METHOD 3:
Design Pressure:
- 85 PSF
-114.25 PSF
- 114.25 PSF
Fastener Spacing:
12"
12"
12"
Row Spacing:
12"
12"
12"
Fastener
Location:
Corrugation
Peaks
Corrugation
Peaks
Corrugation
Valleys
Adhesive:
Not required
Refer to Drawing
Details 2A & 2B
Not required
FL #: FL 12966.6-113
Date: 4/6/12
CBUCK Engineering Page Report 12-132-
-1 R
9 5V-SM-Ell
Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064
Installation Method
JM Metals
"JM 5V Crimp" (26 Gauge) Roof Panel Attached to Wood Deck
12" o.c: Typical
Fastener Spacing
Across Panel 1Mdth
##9-15 Hex -Head Screw
with Weather Seal washer
3116' min. penetration thru deck
.Spaced 12" o.c. across the Panel
Detail 1A - Typical Assembly Profile View (METHOD 1)
Factanarc -
-15/32" or greater Plywood, or rack l
- Wood plank Thickneessss 33" Maximum
Detail 1B - Typical Assembly Isometric View (METHOD 1)
FL #: FL 12966.6-R3
Date: 4/6/12
CBUCK Engineering Page rt No.: 8 -1 9-5v-56w-ER
Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064
Installation Method
JM Metals
"JM 5V Crimp" (26 Gauge) Roof Panel Attached to Wood Deck
12" o.c: Typical
3/16' Bead Bostick Adhesive
along full length of male flange
at panel undedaps
Fastener Spacing
Across Panel Width
#9-15 Hex -Head Screw
with Weather Seal washer
3/16" min. penetration thru deck
.Spaced 12" o.c. across the Panel
Detail 2A - Typical Assembly Profile View (METHOD 2)
Fasteners -
#9 -15 Hex -Head Screws With "JM 5\1 Crimp" Roof Panel
EPDM Bonded Steel Washers
Deck-
- 15/3Z' or greater
Plywood, or
- Wood plank
Optional:
3116' head Bostick adhesive J Rigid Insulation
along panel underlaps Thickness 3" Maximum
Detail 26 - Typical Assembly Isometric View (METHOD 2)
FL #: FL 12966.6-113
Date: 4/6/12
Report N 2
CBUCK Engineerinq Page No.: 9 1f39-5V-S6W-ER
Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064
Installation Method
JM Metals
"JM 5V Crimp" (26 Gauge) Roof Panel Attached to Wood Deck
12" o.c: Typical
Fastener Spacinq
Across Panel 1Mdth
#19.15 Hex -Head Screw
with Weather Seal washer
&16" min. penetration thru deck
Spaced 12" o.c. across the Panel
Detail 3A - Typical Assembly Profile View (METHOD 3)
FactPnarc -
-1522" or greater Plywood, or Rigid Insulation
- Wood plank Thickness 3" Maximum
Detail 313 - Typical Assembly Isometric View (METHOD 3)