377 7th St ROOF20-0011 Metal A AAAA AA
'Nlt ROOF NON SHINGLE PERMIT PERMIT NUMBER
CITY OF ATLANTIC BEACH ROOF20-0011
800 SEMINOLE ROAD
ISSUED: 3/11/2020
F 9' ATLANTIC BEACH. FL 32233 EXPIRES: 9/7/2020
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property
that may be found in the public records of this county,and there may be additional permits required from other
governmental entities such as water management districts,state agencies,or federal agencies.
JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK:
377 7TH ST ROOF NON SHINGLE METAL ROOF $2400.00
TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION:
CONSTRUCTION: NUMBER: GROUP:
169944 0000 SHERRY TERRACE R/P
COMPANY: ADDRESS: CITY: STATE: ZIP:
BOBBY CAMPBELL 52 TUSCAN WAY ST AUGUSTINE FL 32092
ROOFING INC
OWNER: ADDRESS: CITY: STATE: ZIP:
Jeff Newman 377 7TH ST ATLANTIC BEACH FL 32233-5433
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 JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
LIST OF CONDITIONS
Roll off container company must be on City approved list. Container cannot be placed on City right-of-way.
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $65.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $32.50
BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.21
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
TOTAL:$151.71
Issued Date:3/11/2020 1 of 2
e ROOF NON SHINGLE PERMIT PERMIT NUMBER
CITY OF ATLANTIC BEACH ROOF20-0011
6-1 ISSUED:SEMINOLE ROAD 3/11/2020
tj sf
ATLANTIC BEACH. FL 32233 EXPIRES: 9/7/2020
Issued Date:3/11/2020 2 of 2
r City of Atlantic Beach APPLICATION NUMBER
r �
"_ Building Department (To be assigned by the Building Department.)
8tla eaRoad
Atlantic Beach, Florida 32233-5445 1� 7C _ CC)(
1
Phone(904)247-5826 • Fax(904)247-5845 / -� T�
E-mail: building-dept@coab.us Date routed: Z/ Z-��z [�/
City web-site: http://www.coab.us 111
APPLICATION REVIEW AND TRACKING FORM
y�
Property Address: 3 Department review required Ye No
�7
II Applicant: � " C I bei Rpc�fiIdin
Planning &Zoning
aTree Administrator
Project: M e%�CL( 2 O� Public Works
Public Utilities
Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation 1
St.Johns River Water Management District �J`..,
Army Corps of Engineers ��
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco _
Other:
APPLICATION STATUS
Reviewing Department First Review: ❑Approved. Denied. Not applicable
(Circle one.) Comments:
BUILD
PLANNING &ZONING
Reviewed by: Date:.?/112-4?
TREE ADMIN. Second Review: 14proved as revised. ❑Denied. _Not applicable
PUBLIC WORKS ' Comments:
A
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date: 3
FIRE SERVICES Third Review: I lApproved as revised. Denie . Not applicable
Comments:
Reviewed by: Date:
Revised 05/19/2017
OFFICE COPY
r'
Revision Request/Correction to Comments **ALL INFORMATION
s HIGHLIGHTED IN
1 City of Atlantic Beach Building Department GRAY IS REQUIRED.
800 Seminole Rd, Atlantic Beach, FL 32233
on A �r Y
Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#:;\C3`LAU
❑� Revision to Issued Permit OR 0-Corrections to Comments Date: 3" C-- 0
Project Address: 7 1 .f—& r • c
Contractor/Contact Name:1 ,/A 7 Co-e-yr, e7/
Contact Phone:itSfl44 64,76kg. Email: ,sCoiA Ce? 4e.r//&-,,71%2 „► a4 `Dr
Description of Proposed Revision/Corrections: _ C ti"'^
ff-qt 7.7k SYS c�C7t I X01 S
MAR 5 2020
ry1 � !' ...� �wr.'�4 -3:,•SAS,o;}
/e)r !` affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
• Will posed revision/corrections add additional square footage to original submittal?
No ❑ Yes (additional s.f.to be added:
• Will osed revision/corrections add additional increase in building value to original submittal?
o ❑*Yes (additional increase in building value: $ ) (Contrac ,, must sign if increase in valuation)
*Signature of Contractor/Agent: —
(Office Use Only) +�
❑ Approved [*6enied r] Not Applicable to Department Permit Fee D e$ / S. de1
.)
Revision/Plan Review Comments
Dee. ment Review Required:
_ Building
• anning&Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities
Public Safety Date
Fire Services Updated10/17/18
I OFFIUt uur '
` CITY OF ATLANTIC BEACH
so
r - % j 800 SEMINOLE ROAD
: • -:` =0 ATLANTIC BEACH, FL 32233
(904) 247-5800
BUILDING REVIEW COMMENTS
Date: 3/10/2020
Permit#: ROOF20-0011 Site Address: 377 7TH ST
Review Status: Denied RE#: 169944 0000
Applicant: BOBBY CAMPBELL ROOFING INC Property Owner: Jeff Newman
Email: BOBBYCAMPBELLROOFING@YAHOO.COM Email:jeffgnewman@gmail.com
Phone: 9044492802 Phone: 3053211914
THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS.
Revisions may not be submitted until ALL departments have completed their respective reviews.
Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a
few correction items will not be accepted.
Correction Comments:
1. Submit 2 copies each of the manufacturer's installation instructions and evaluation reports of the product
approval number submitted for this metal roof. If unsure how to do this set up a meeting to meet me at
the Building Department of Atlantic Beach to discuss.
Building
Mike Jones
Building Inspector/Plans Examiner
City of Atlantic Beach
800 Seminole Road
Atlantic Beach, FL 32233
(904) 247-5844
Email:mjones@coab.us
em a)/e0/ co r., m s,; T 1 . /11-- 3/!G/Z0
Resubmittal Notes:
All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of
completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by
indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date
and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which
a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with
S �'` Building Permit Application �' Updated 10/9/18
.fri, OFFICE COP
City of Atlantic Beach Building Department **ALL INFORMATION
:,' 9
_�/ 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY
r'`i i IS REQUIRED.
Phone: (904) 247--5826 Email: Building-Dept@coab.us
Job Address: 3 7 `7 t"k- 5'7 ; Permit Number: C 4 7 C)"OO(
Legal Description W-Ni— /( -Z,S-Z?e She/,^7 `1-e.r4,(c (2 fr, Cof- -1-- RE#(b9?"y- 000D
Valuation of Work(Replacement Cost) $ 2,Lt co Heated/Cooled SF Non-Heated/Cooled
• Class of Work: ,.New ❑Addition ❑Alteration ❑Repair ❑Move ODemo ❑Pool OWindow/Door
• Use of existing/proposed structure(s): ❑Commercial ❑Residential Lu
• If an existing structure,is a fire sprinkler system installed?: ❑Yes ❑No U \.c7:
• Will trees)be removed in association with proposed project? ❑Yes(must submit separate Tree Removal PermitEiN it
Desclr�ibe In detail the type of work to be performed: f ' t-vcl I q 5� G�l-P�'it= /`(QF`/ (5¢;4vicpi&Ly 51'vvt c z ' M
4-0
Florida Product Approval#/I/OOA-4 / -�OQO , u:? for multiple products use product approval form i
Property Owner Information ` ' - ,
0'�e-cF- ot.c� O ,• i1/42 •i;
Name
/U r^fccdl Address "?7 f f>Lr ( C� W r-
City l4vt.1,- 1( u&. State .r l. Zip 32-?S Phone �cc/ L/y? ZeO ? cc I- 5
E-Mail 0 LI tJ
Lt.
Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) i❑ 0 w w m
Contractor information r� W H iu v w
Name of Company ,4r�O(,r Cu,.rA'/( I r'PCi Qualifying Agent 'c.,14n , CGz.' A-d/ i. U CD oV
Address 1"2 1--,se,,, co f/c 1 7 pc�h 7�j' City ciF „;F,.e 1State -/. Zip 3 2( cc w
Office Phone `Jai c(t.(el 2 3, 2 ! Job Site Contact Number ` w
CC
State Certification/Registration# CCc/T2l ")S? E-Mail/ t714,,.,y,/�r//goo 4,r^4 �rte ,,/, c , c nor.,LL.Architect Name&Phone# ` 1
Engineer's Name&Phone#
Workers Compensation Insurer e..S 4- OR Exempt❑ Expiration Date /0 70
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work r installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating
construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS,
WELLS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE:In addition to the requirements of this
permit,there may be additional restrictions applicable to this property that may be found in the puf,(i eC.oih i f t iJis'ce:tin(�t�f nd
there may be additional permits required from other governmental entities such as water managerrlent distxict5 Lute ege cies„_gr
federal agencies.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in cprnpliance with sall
bi
l
applicable laws regulating construction and zoning. tt tt
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPEL VoirINTIENDlt
f ;� fFo*E' c 7�t?, r 1.
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORithf`BE '
RECBING YOUR NOTICE OF COMMENCEMENT.
(Signature of Owner or Agent) (Signature of Contractor)
Si ed and sworn to(or affirmed)before me this day of Signed and sworn to(or affirmed)before me this / ?day of
20 2D,by >fi (e- /-, ' A6„w- ? 2'c,,by /l-,A7 (r e y '/17.
.. _______ . ..t.
.tib Flo,. `i,,}�Y PVB,�•
PIERCEJASON E.PIERCE
COMMISSION#GG009876COMMISSION#GG009876
EXPIRES:July7.2020 ersonally Known OREXPIRES:July 7,ZppO
Personally Known O ,oTXPIRE
-------JASONE.
ded Thru Notary Public Underwriters [ ]produced Identificati :__ Notary Public Underwriters
[ ]Produced Identificat it
Type of Identification: Type of identification:
OFFICE COPY
MAMMIAMI-DADE COUNTY
BO
COGNTY 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
NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/economv
Gulf Coast Supply&Manufacturing LLC.
4020 SW 449`h St.
Horseshoe Beach,FL.32648
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 Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: 26 ga.GuliLok Roof Panel over 15/32"Plywood deck
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.
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 consists of pages 1 through 6.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 14-0520.03
MIAMFtaADE COUNTY
APPROVED Expiration Date: 04/30/20
Approval Date:04/30/15
Page 1 of 6
ROOFING SYSTEM APPROVAL:
Category: Roofing
Sub-Category: Metal,Panels(Non-Structural)
Material: Steel
peck Type; Wood
Maximum Design Pressure -161 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Test Product
Product Dimensions Specifications Description
26 ga. GulfLok Roof Length: various TAS 110 26ga. Steel,Flouropan Coated,snap lock panel.
Panel Height: 7/8"
Width: 16"(coverage)
Thickness: 26ga.
(0.0179")
Panel Clip Length: 24" TAS 110 Corrosion resistant,24 gauge steel clip.
Width: 1-3/4"long base
Thickness 24 ga
TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS:
Test Product
Product Specifications Description Manufacturer
Titebond WeatherMaster TAS 132 Sealant formulated to be used with Franklin International
Metal Roof Sealant metal roof sytems
MANUFACTURING LOCATION:
1. Horseshoe Beach,FL.
2. Sebring,FL.
3. Stuart,FL.
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
PM Construction Materials VLS-004-02-01 ASTM G155 02/22/13
Technologies VLS-005-02-01 ASTM B 117 02/22/13
Architectural Testing B9000.01-450-18 TAS 125 12/12/12
Farabaugh Engineering and Testing T356-1 OA TAS 100 07/18/13
Force Engineering and Testing, Inc. 117-0301T-10A-C TAS 125 07/26/13
NOA No.: 14-0520.03
MIAMI•DADE COUNTY Expiration Date:04/30/20
APPROVED Approval Date:04/30/15
Page 2 of 6
APPROVED ASSEMBLIES:
System: 26 ga. GulfLok Roof Panel, 16"Wide
Deck Type: Wood,Non-insulated
Deck Description: New Construction 19/32" or greater plywood or wood plank,or for re-roofing 15/32"or greater
plywood.
Slope Range: 2": 12" or greater
Maximum Uplift See Table A below
Pressure:
Deck Attachment: In accordance with applicable Building Code, but in no case shall it be less than 8d annular
ring shank nails spaced 6"o.c. In reroofing,where the deck is less than 19/32"thick
(Minimum'5/32")The above"attachment method must be in addition to existing attachment.
Underlayment: Minimum underlayment shall be an ASTM D 226 Type II installed with a minimum 4"
side-lap and 6"end-laps.Underlayment shall be fastened with corrosion resistant tin-caps
and 12 gauge 1 1/4"annular ring-shank nails,spaced 6"o.c. at all laps and two staggered
rows 12"o.c. in the field of the roll or any approved underlayment having a current NOA.
Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for
fire ratings of this roofing system assembly as well as the location of the fire barrier within
the assembly. See Limitation# 1.
Valleys: Valley construction shall be in compliance with Roofmg Application Standard RAS 133
and with the current published installation instructions and details in Gulf Coast Supply and
Manufacturing LLC's Installation Manual.
18"wide layer of a Miami-Dade approved self-adhered underlayement membrane shall be
applied on each side of the valley.
Metal Panels and Install the"26 ga. GulfLok Roof Panel" including flashing penetrations,valleys, end laps
Accessories: and accessories in compliance Gulf Coast Supply and Manufacturing LLC's current,
published installation instructions and in compliance with the minimum requirements
detailed in Roofing Application Standard RAS 133.
Panels shall be secured in the flange along the male rib through every precut slot(5-3/16"
o.c.)with corrosion resistant#10-12 pancake head fasteners of sufficient length to penetrate
through the sheathing a minimum of 3/I6". For Perimeter and Corner Option#2,the Panel
Clip shall be placed over the male rib prior to securing the panel. Fasteners shall penetrate
the clip and go through the precut slot in the male flange of the panel.
The female rib of panel is installed over the male rib of panel. For Perimeter and Corner
Option#1,a continuous 3/8"bead of Titebond Weathermaster is placed between the screw
strip and the male vertical leg.
Refer to Table A for maximum design pressures.
NOA No.: 14-0520.03
hnArthou►ne COUNTY Expiration Date:04/30/20
APPROVED
Approval Date:04/30/15
Page 3 of 6
TABLE A
MAXIMUM DESIGN PRESSURES
Roof Areas Field Perimeter and Corner' Perimeter and Corner'
Option#1 Option#2
Maximum Design Pressures -63.5 psf -121.75 psf -161 psi.-
Fastener
sfFastener Spacing S-3/16"o.c. 53/16" o.c. 5-3/16"o.c.
Sealant No Yes No
Panel Clip No No Yes
1. Extrapolation shall not be allowed
LIMITATIONS
1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fire
ratings of this product.
2. The maximum designed pressure listed herein shall be applicable to all roof pressure zones(i.e.field, perimeters,
and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced
pressure zones(i.e.perimeters, extended corners and corners).
3. Panels may be rolls formed in continuous lengths from eave to ridge. Maximum lengths shall be as described in
Roofing Application Standard RAS 133.
4. All panels shall be permanently labeled with the manufacturer's name and/or logo, and the following statement:
"Miami-Dade County Product Control Approved" or with the Miami-Dade County Product Control Seal as seen
below. All clips shall be permanently labeled with the manufacturer's name and/or logo,and/or model.
MIAMICADE COUNTY
APPROVED
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61G20-3 of the Florida Administrative Code.
NOA No.: 14-0520.03
MIAMMDADE COUNTY Expiration Date:04/30/20
APPROVED
Approval Date:04/30/15
Page 4 of 6
PROFILE DRAWINGS
R.060 .225. 0.675.573
.000 r R,146 R.084
.688 -R.094 .618 .800 .923
.060
.30 S� F- __ _.-- ----_.__-_ 15,975"(16"COVERAGE) - --- t R.104
R,141 �-R.060
GULFLOK PANEL
kAPWY, 7
NNE:5•:A4
CCIONWJi —^
t (IF
w.ral tic �- 1 lb Ill SIEL
SEALANT
If!WA'MAX
FAIL
)4 xy 31G1 ,
1 ��
SPAZEI '
Yi/l�i 'A/1���V/!1l137r IL:
�
ATV NM
Py7,?JE
orlY�1 EAO
NSW.CEN ER1 O
.�Y I dl;M 9:) .yl YWO0
PERIMETER AND CORNER OPTION#1
SEALANT PLACEMENT DETAIL
NOA No.: 14-0520.03
MIAMI•DADE COUNTY Expiration Date: 04/30/20
APPROVED
Approval Date:04/30/15
Page 5 of 6
Gulf Lok Panel
Gulf Lok Clip 24 Ga
PERIMETER AND CORNER OPTION#2
PANEL CLIP PLACEMENT DETAIL
V4'
s--,r
14110P2
24GA. CORNER CLEAT
1-,T4`
PANEL CLIP DETAIL
END OF THIS ACCEPTANCE
MIAMI RADE COUNTY NOA No.: 14-0520.03
APPROVED Expiration Date: 04/30/20
Approval Date:04/30/15
Page 6 of 6
OFFICE COPY
EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
'NOM 0.032" THICK ALUMINUM IMAGE II PANEL'
FLORIDA BUILDING CODE 6TH EDITION (2017)
FLORIDA PRODUCT APPROVAL
FL 11560.2-R3
ROOFING
METAL ROOFING
Prepared For:
Metal Sales Manufacturing Corporation
545 South 3" Street, Suite 200
Louisville, KY 40202
Telephone: (502) 855-4300
Fax: (502) 855-4200
Prepared By:
Bala Sockalingam, Ph.D., P.E.
Florida Professional Engineer#62240
1216 N Lansing Ave., Suite C
Tulsa, OK 74106
Telephone: (918) 492-5992
FAX: (866) 366-1543
This report consists of
Evaluation Report(3 Pages including cover)
Installation Details (1 Page) �����`�SOCK,q''���
Load Span Table (1 Page) �� �,P.. �Ci t,
•*: 'v0 62240
1) •
Report No. C2181-2 �0 T TATE OF ,:,�`_.
•
Date: 9.8.2017 ''•,�S•. O R I 0 P•:tw
c9 .c 201'?
FL 11560.2-R3
C2181-2
9.8.2017
Page 2 of 3
Manufacturer: Metal Sales Manufacturing Corporation
Product Name: Aluminum Image II
Panel Description: Max. 16"wide coverage with 1" high ribs
Materials: Nom. 0.032"thick 3004-H14 or 3105-H24 Alloy (ASTM B209).
Deck Description: Min. 7/16" thick OSB, min. 15/32" thick Plywood or min. %" thick
wood plank (min SG of 0.42) for new and existing constructions.
Designed by others and installed as per FBC 2017.
Deck Attachment: 8d x 2.5" long ring shank nails or#8 x 2" long wood screws @ 6" o.c.
(Minimum) in the deck field and edges. Designed as per FBC 2017.
New Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1.
Required for new construction and optional for reroofing construction.
Existing Underlayment: One layer of asphalt shingles over one layer of#30 felt.For reroofing
(Optional) construction only.
Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2.
Requires applied lap sealant for roof slopes less than 3:12.
Design Uplift Pressure: 22.5 psf @ fastener spacing of 24" o.c.
(Factor of Safety=2) 107.4 psf @ fastener spacing of 6" o.c.
Fastener Pattern: #10-12 pancake head screws along panel seam. Fastener shall be of
sufficient length to penetrate through the deck a minimum of 1/4".
Test Standards: Roof assembly tested in accordance with UL580-94 (Rev 98) `Uplift
Resistance of Roof Assemblies' & UL 1897-98 `Uplift Tests for Roof
Covering Systems'.
Test Equivalency: The test procedures in UL 580-94 comply with test procedures
prescribed in UL 580-06.
The test procedures in UL 1897-98 comply with test procedures
prescribed in UL 1897-12.
Code Compliance: The product described herein has demonstrated compliance with FBC
2017 Section 1507.4.
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress
design. The maximum fastener spacing listed herein shall not be
exceeded. The design pressure for reduced fastener spacing may be
FL 11560.2-R3
C2181-2
9.8.2017
Page 3 of 3
computed using rational analysis prepared by a Florida Professional
Engineer or based on Metal Sales load span table. This evaluation
report is not applicable in High Velocity Hurricane Zone. Fire
classification is not within scope of this Evaluation Report. Refer to
FBC 2017 Section 1505 and current approved roofing materials
directory or ASTM El 08/UL790 report from an accredited laboratory
for fire ratings of this product.
Supporting Documents: UL580 &UL1897 Test Reports
Farabaugh Engineering and Testing Inc.
Project No. T209-11,Reporting Date 5/27/11
w.. trn/,.,
NEW UNDERLAYMENT ,f
(REQUIRED ONLY FOR --MAX. 16" --- -
NEW CONSTRUCTION) SEE DETAIL I
EXISTING SHINGLES PANEL FASTENER
OPTIONAL SPACING PER ALLOWABLE ROOF PANEL
(OPTIONAL) � r UPLIFT LOAN TABLE.
-.20100t. A. V67lit4'91411A1 t t ]L.3'.;»> _+s s�si ___
►.r' — �
EXISTING UNDERLAYNENT INIMUM ATTACHMENT: PLYWOOD615/2K THICK(MIN.) ' 4
OR
(OPTIONAL) HA x 2.5`LONG RING SHANK NAIL OSB
OR/8 x 2`LONG WOOD SCREWS MIN. 2X_WOOD RAFTER/JOIST/
SPACED 0 6`O.C. IN FIELD& TRUSS AT MAX.24"O.C.
EDGES 00N
i 52
TYPICAL PANEL INSTALLATION X—SECTION
I Fpm
o �
N
=>s
91 J N9N
NOM. 0.032"THICK i
ALUMINUM PANEL
NEW UNDERLAYMENT a8N
NREQUIRED ONLY FOR
EW CONSTRUCTION) R
/10 PANCAKE HEAD SCREWS & U 7
EXISTING SHINGLES Ir w i
(OPTIONAL)
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EXISTING UNOERLAY6 N1 GENERAL NOTES_
(OPTIONAL) OSB 7/16"THICK(MIN.)OR 1.ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE 1 12 $
DETAIL 1
PLYWOOD 15/32'THICK(AIN) FLORIDA 2.ROOF PANELSETARE SHALNG CODEL BE )NON.0.032'THICK ALUMINUM.MAX.COVERING
WIDTH OF PANEL= 16".
3.THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING&STRUCTURE AS
SPECIFIED ON THIS DRAWING.
4.REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS
PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS
ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING.
5.ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING&THE FLORIDA
BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
REQUIREMENTS OF THIS DRAWING&THE CODE,THE CODE SHALL CONTROL
6.RAFIERS/JOISTS/TRUSSES 14055 BE DESIGNED TO WITHSTAND WIND LOADS AS
REQUIRED FOR EACH APPUCATION AND ARE THE RESPONSIBILITY OF OTHERS. ORMAc V.. ,v.
2181-2
Pus£NO.
1 Or 1
METAL SALES MANUFACTURING CORPORATION
Aluminum Image II Uplift Loads
(Nom. 0.032" thick)
Description Fastener Spacing Allowable Uplift
along Panel Length Load
(in) (psf)
Coverage width: 16" 6 107.4
8 80.5
Panel Fastener: 10 64.4
#10-12 pancake head screws 12 53.7
14 46.0
16 40.3
18 35.8
20 32.2
22 26.8
24 22.5
Notes:
1. The bold numbers indicate design loads calculated from test data with safety factor of 2.
2. Panels must be installed as per Evaluation Report FL 11560.2 and Metal Sales current installation procedure.
3. Three or more spans condition.
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1216 N Lansing Ave.,Suite C Bala Sockalingam,Ph.D.,P.E.
Tulsa,Ok 74106 FL 62240
918 492 5992