380 Seminole Rd ROOF21-0044 Metal RoofOWNER:ADDRESS:CITY:STATE:ZIP:
HINSON ERIC V 1106 W APACHE ST NORMAN OK 73069
COMPANY:ADDRESS:CITY:STATE:ZIP:
K & D ROOFING &
CONSTRUCTION 74 6th St. S #104 JACKSONVILLE
BEACH FL 32250
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
170425 0000 SALTAIR SEC 02
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
380 SEMINOLE RD ROOF NON SHINGLE METAL ROOF $860.00
FEES
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
1 BUILDING ROOF IN-PROGRESS INSPECTION REQUIRED INFORMATIONAL
Notes:
a. The roof sheathing for all new construction must remain uncovered until the Roof Sheathing Inspection is approved.
b. All roofing projects require an In-Progress Inspection.
c. Sheathing installation and replacement guidelines per APA.
d. Underlayment must conform to FBC-R Table 905.1.1
e. Shingles must conform to ASTM D3161 G or H, or ASTM D7158 F
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.
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.
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.
1 of 2Issued Date: 8/2/2021
PERMIT NUMBER
ROOF21-0044
ISSUED: 8/2/2021
EXPIRES: 1/29/2022
ROOF NON SHINGLE PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00
BUILDING PERMIT 455-0000-322-1000 0 $55.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $27.50
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
TOTAL: $136.50
2 of 2Issued Date: 8/2/2021
PERMIT NUMBER
ROOF21-0044
ISSUED: 8/2/2021
EXPIRES: 1/29/2022
ROOF NON SHINGLE PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
Final Plumbing
Final Electrical
Final HVAC
CC Final
Final Building*
Swimming Pool Steel
Swimming Pool Safety
Electrical Grounding & Bonding
Swimming Pool Final (Bldg)
Swimming Pool Final (PW)
Formed Columns/ Beams*
Masonry Cell Fill
Structural Steel*
OTHER:
OTHER:
OTHER:
OTHER:
OTHER:
Power Pole
Silt Fence
Piers/ Stem Walls
Underground Plumbing
Underground Electric
Foundation/ Footing
Slab**
Retaining Wall Footing
Driveway
Sewer (Building Dept)
Sewer Tap (Utilities Dept)
Rough Electric*
Rough Plumbing/ Top Out*
Rough Mechanical*
House Wrap
Wall Sheathing
Roof Sheathing
Tie-down Framing Connections
Rough Framing
Roofing In Progress
Window/Door In-Progress
Insulation Ceiling
Insulation Wall
Exterior Lath
Stucco Scratch Coat
Exterior Siding In-Progress
Brick Flashing & Ties
Early Power
Gas Rough
Gas Final*
* When all rough electric, plumbing, mechanical are complete but before any work is
covered up.
* When all gas piping is complete and wallboard is installed but before gas is
attached to any appliance. All outlets must be capped and pipe pressurized at a
minimum of 15 lbs.
* For new living space: When all construction work including electrical, plumbing,
mechanical, exterior finish, grading, required paving and landscaping is complete
and the building is ready for occupancy, but before being occupied
Additional inspections may apply to your project if your project
contains these elements:
INSPECTIONS REQUIRED FOR BUILDING PERMITS
To verify compliance with building codes, inspections of the work authorized are required at various points of the construction.
The following inspections are typically required for residential projects:
Date: Initial: Date: Initial:
_____________________________________________________
Permit Type
____________________________________________________
Permit No.
__________________________________________________________
Job Address
____________________________________________________
Contractor
POST THIS CARD WITH PERMITS AND PERMIT
DOCUMENTATION IN FRONT OF BUILDING
Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends
Building Department Public Works/Utilities Fire Department
Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789
Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203
* When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all
electrical, plumbing and mechanical work is in place, but before concrete is poured.
* When all structural steel members are in place and all connections are complete,
but before such work is covered or concealed.
** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION
ROOF21-0044
ROOF21-0044
dr
Revision Request/Correction to Comments
ALL INFORMATION
f) ;,.._.' ; City of Atlantic Beach Building Department GRAY IS REQUIRED.
1/,800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: ,C-3n-c---2._ 1 - 06cjy
Revision to Issued Permit OR Corrections to Comments Date:
Project Address: 33SC! 5` j-' , ru 1 ( pi,.
Contractor/Contact Name: k 'Q i7,0, }
a91 ,---
c„--7111- G f,c{--, c c- -7--7c
Contact Phone: C'0</—s 3.-/3,W ( Email: 46!'a 0.76-;,—),
s /Ldi-Mci..,/,-_o,
ECEIVE
I)Description of Proposed Revision/Corrections: 1111JUL 26 2021
re_ " t A
crr` er.s-d ELAT.it,A Tr G r, ,per
I kabi. & affirm the revision/correction to comments is inclusive of the proposed changes.
printed name)
Will proposed revision/corrections add additional square footage to original submittal?
IUo Yes (additional s.f.to be added:
Will proposed revision/corrections add additional increase in building value to original submittal?
4a-No *Yes (additional increase in building value: $ Contractor must sign if increase in valuation)
Signature of Contractor/Agent:
Office Use Only)
Approved Denied Not Applicable to Department Permit Fee Due$
Revision/Plan Review Comments
Department Review Required:
Building
Planning&Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities
Public Safety Date
Fire Services Updated 10/17/18
P&&mit Reviews
City of Atlantic Beach
Permit Number: ROOF21-0044 Description: METAL ROOF
Applied:7/9/2021 Approved: Site Address:380 SEMINOLE RD
Issued: Finaled: City,State Zip Code:Atlantic Beach, Fl 32233
Status:RECEIVED Applicant:<NONE>
Parent Permit: Owner: HINSON ERIC V
Parent Project: Contractor:<NONE>
Details:
r u
SENT DATE
RETURNED
DUE DATE TYPE CONTACT STATUS REMARKSDATE
Review Group:AUTO
7/9/2021 7/9/2021
SUBMITTAL
Permit Tech APPROVED
COMPLETENESS
Notes:
2 ATTACHMENTS from kdroofing@hotmail.com
7/9/2021 7/20/2021 7/19/2021 BUILDING Building DENIED
Notes:
Correction Comments:
1.Please resubmit the NOC to show the corrected'General Description of Improvements'from SOyr shingles to the metal roof system.
2.The evaluation report needs to be downsized to only the pages that pertain to the exact roof style and system to be installed.Of the pages submitted
circle or highlight pertinent information needed for installers and inspectors.
3.Resubmittals may generate other review comments.
e /N J 1z PUl..l^, I v
TICE OF COMMENCEMEP^
h /•/ L tal-fu' iaA i
PREPARE IN DUPLICATE)
l//V
Permit No. Tax Folio No. /7a ooco
cDCo • State of i'LORll)A County of mill L5
To whom it may concern:
The undersigned hereby informs you that improvements will be made to certain real property.and in
accordance with Section 713 of the Florida Statutes,the following Information is stated in this NOTICE OF
COMMENCEMENT.
j
n-
7 j
Legal description of pperty be;ng improved /e S 09E9E
4_43.
06-
Address of prope eing improve : (/O' it
na / ( `
ra411t rf321Q 3
General description of improvements:
col
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Owner
2^
4 f t n 54 I /
I
Address 3 ?SCJ 5Q,4•;,,,,,Q. ri _. #f/kii c ad, pi., 5aa 33
Owner's interest in site of the improvement ""ER
Fee Simple Titleholder(if other than owner)
Name
Address
Contractor K&U ROOFING Kr CI COMPANY,INC.
Address 74 13Th I STREET SOIITI I,SUITE 104 JACKSONVILLE REACH,FL 32250
Phone No. 904541-1700904-223-6068 Fax No. 904-369-3249 E-FAX
Surety(if any)
Address Amount of bond$
Phone No. Fax No.
mo ` xzo
m0Oraco
0 C C 8 3 0 Name and address of any person making a loan for the construction of the improvements.
m -Ivm m oNameO <2a -,N
0 v o m N Address
en CD°' o Phone No Fax No.
o 0 o
o r
o m o
0 Name of person .within the State of Florida,other than himself,designated by 0.vner upon•,whom notices or otherxi
n W documents may be served.
T]-0 Name
09
w
AddressA
O d Phone No. Fax No
O rn
C rD
H o In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in
o cn
c Section 713.06(2)( b),Florida Statutes.(Fill in at Owner's option)
D Name
Address
Phone No Fax No.
Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a
different date is specified):
THIS SPACE FOR RECORDER'S USE ONLY i r,SER
C '
Signed. A_ me t TE J 1 _ — — — —Before me this ) day• /h/rie'•Jb
C my of Duval. taatt if Florida,has pers• any appeared 4.1"4.).. SHERRI LYNN EMAHISER
Doc#2021172845,OR BK 19802 Page 809,hirh nherself and elnlrms tthatl statements and deciarati. 6;hbr}- Notary Public•State of Florida
are true and accurate9 A Commission#HH 476NumberPages:1 or n..?.:..' MyMy Comm.Expires May 31.202aRecorded07/08/2021 01 12 PM, r/r Bonded through National Notary Assr.JODY PHILLIPS CLERK CIRCUIT COURT DUVAL V FiCOUNTY
RECORDING $10.00 Notary Public at Larsate py FLORifyiA . un o DUVAL
My commission expires. fill
Personally Known or
Produced Identification rt. 0L
ROOF21-0044
CBUCK EnQlneerinQ
Specialty Structural Engineeringg CBUCK,Inc. Certificate of Authorization#8064
Evaluation Report
5V Crimp" & "Millennium-V"
Metal Roof Assembly
Manufacturer:
Millennium Metals, Inc.
10200 Eastport Road
Jacksonville, FL 32218
877) 358-7663
for
Florida Product Approval
FL 5211.1 R8
Florida Building Code 7th Edition (2020)
Per Rule 61G20-3
Method: 1 - D
Category: Roofing
Sub - Category: Metal Roofing
Product: 5V Crimp" & "Millennium-V"
Material: Steel This item has been electronically signed and
Panel Thickness: 26 gauge (Minimum) sealed by James L.Buckner,P.E.,on this date
using a Digital Signature.Printed copies of this
Panel Width: 24" document are not considered signed and sealed,
Support: Wood Deck and the signature must be verified on any
electronic copies.
111111111/ ,,
5 L.•B UCir%moi
Prepared by: P.•' 10ENSF•
James L. Buckner, P.E., SECB No 31242
Florida Professional Engineer # 31242 u
Florida Evaluation ANE ID: 1916
STATE OF
LORIOt'.•'•
Report No. 20-224-5V-S6W-ER
ox; ......••
Date: 10 / 11/ 2020 hIi i j 111I'1
Contents:
Evaluation Report Pages 1-8
2020.10.11 21 :24:38 -04'00'
CBUCK, Inc. —Palm Beach County, Florida
Phone: (561) 491-9927 • Email: cbuck@cbuckinc.net•Website:www.cbuckinc.net
Main Office: 1374 Community Drive,Jupiter, Florida 33458
ROOF21-0044
FL#: FL 5211.1-R8
Date: 10/ 11/ 2020
CBUCK EngineerinQ
Report No.: 20-224-5V-S6W-ER
Page 2 of 8
dalty Structural Engineering CBUCK,Inc. Certificate of Authorization 448064
SpeManufacturer: Millennium Metals, Inc.
Product Name:5V Crimp"&"Millennium-V"
Product Category: Roofing
Product Sub-Category Metal Roofing
Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d)
Product/System 5V Crimp" &"Millennium-V"
Description: 26 gauge (Minimum Thickness) Steel roof panel mechanically attached to Plywood Deck
with screws.
Product Assembly as Refer to Page 4 of this report for product assembly components/materials&standards:
Evaluated:
1. Roof Panel
2. Fasteners
3. Underlayment
4. Insulation (Optional)
Support:Type:
Wood Deck
Design of support and its attachment to support framing is outside the scope of this
evaluation.)
Description:
15/32 (min.) or 19/32" (min.) or greater plywood,
or Wood plank(min. specific gravity of 0.42)
Slope: Minimum slope shall be in compliance with FBC Chapter 15 Section 1507.4.2, applicable
code sections and in accordance with manufacturer's recommendations.
Performance: Wind Uplift Resistance:
Design Uplift Pressure: Refer to Table A
Refer to "Table A" attachment details herein)
FL#: FL 5211.1-R8
Date: 10/ 11/2020
CBUCK Engineering)
Report No.: 20-224-5V-S6W-ER
Page 3 of 8
Structural EngineeringCBUCK,Inc. Certificate of Authorization#8064
SpeciathjPerformance Standards: The product described herein has demonstrated compliance with:
UL580-06—Test for Uplift Resistance of Roof Assemblies
UL 1897-12—Uplift test for roof covering systems
TAS 125-03—Standard Requirements for Metal Roofing Systems
Standards Equivalency: • The UL 580-94 standard version used to test the evaluated product assembly is
equivalent to UL580-06 standard version adopted by the Florida Building Code 7th
Edition (2020).
The UL 1897-98 standard version used to test the evaluated product assembly is
equivalent to UL1897-12 standard version adopted by the Florida Building Code 7th
Edition (2020).
Code Compliance: The product described herein has demonstrated compliance with the performance
standards listed above as referenced in the Florida Building Code 7th Edition (2020).
Evaluation Report Scope: This product evaluation is limited to compliance with the structural requirements of the
Florida Building Code, as related to the scope section to Florida Product Approval Rule
61G20-3.001.
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 61G20-3.005.
Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve
products under"Optional Statewide Approval".
Option for application outside "Limitations and Conditions of Use"
Rule 61G20-3.005(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.
This report is a building code product evaluation per FLPE rule (FAC) 61G15-36 to
comply with Florida product approval rule (FAC) 61G20-3. This evaluation report is part
of the Florida Building Commission approval for the listed code related criteria. This
report by James Buckner, P.E. and CBUCK Engineering is not a design certification of
code compliance construction submittal documentation, per FBC section 107, for any
individual structure, site specific or permit design.
All metal components and fasteners shall be corrosion resistant in accordance with
applicable sections of FBC, including but limited to Sections 1504.3.2, 1506.6 and
1507.4.4.
Design of support system is outside the scope of this report.
Fire Classification is outside the scope of Rule 61G20-3, 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)
Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance
with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a
quality assurance program audited by an approved quality assurance entity through
Keystone Certifications, Inc.(FBC Organization#: QUA 1824).
FL#: FL 5211.1-R8
Date: 10/ 11/ 2020
CBL.M‹ Engineering
Report No.: 20-224-5V-S6W-ER
Page 4 of 8
Spec:Ialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064
Components/Materials Roof Panel:
by Manufacturer): Product Identification:5V Crimp" &"Millennium-V"
Material:Steel
Thickness: 26 gauge (min.)
Panel Width: 24" (max.)Coverage
Rib Height: 7/16"
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 A:
Type: Hex-Head Wood Screw with WSW
Size: 9(x length to meet min. penetration through deck)
Penetration Through: 3/16" min.through wood deck
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: Per ANSI/ASME B18.6.4
Fastener B:
Type: Hex-Head Wood Screw with WSW
Size: 10(x length to meet min. penetration through deck)
Penetration Through: 3/16" min.through wood deck
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: Per ANSI/ASME 618.6.4
Components/Materials Underlayment:
by Others): Material and application shall be in compliance with FBC Section 1507.1.1 and in
accordance with applicable code sections and manufacturer's recommendations.
Insulation(Optional):
Type: Rigid Insulation Board
Thickness: 3" (max.)
Properties:
Density: 2.25 pcf(lbs/ft3) min.
Or Compressive Strength: 20 psi min.
Insulation Notes:
Rigid Insulation shall meet minimum density OR compressive strength.
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".
FL#: FL 5211.1-R8
Date: 10/ 11/ 2020
CBUCK Engineering Report No.: 20-224-5V-S6W-ER
Page 5 of 8
Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization#8064
Installation: Installation Method:
Refer to `TABLE A" below and drawings at the end of this evaluation 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"
ALLOWABLE LOADS
METHOD 1: METHOD 2: METHOD 3: METHOD 4:
Design Pressure: - 112.5 PSF - 113.75 PSF 45 PSF 93.75 PSF
Deck Thickness: 19/32" 15/32" 15/32" 15/32"
Fastener Size: 9 9 10 10
Row Spacing: 12"12" 24" 12"
Fastener Spacing: 12"6" 12" 12"
Corrugation
Corrugation Corrugation Corrugation
Fastener Location: Peaks
Peaks Peaks Peaks
between ribs
Refer to Drawing#: A-1&A-2 B-1 & B-2 A-1&A-2 A-1&A-2
Allowable design pressure for allowable stress design(ASD)with a margin of
safety of 2 to 1.
Install the "5V Crimp or Millennium V" roof panel assembly in compliance with the
installation method listed in this report and applicable code sections of FBC 7th Edition
2020). 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: 1. UL580-94& UL 1897-98 Uplift Test
By Hurricane Test Laboratory, LLC (FBC Organization #TST ID: 1527)
Report#: 0232-0801-00, Report Date:9/8/00, Specimens#2-4
0232-0910-05, Report Date: 11/18/05,Specimen#1
2. UL580-06& UL 1897-12 Uplift Test
By Intertek/Architectural Testing, Inc(FBC Organization#TST ID: 1527)
Report#: H3985.01-450-44 RO,
3. Quality Assurance
By Keystone Certifications, Inc. (QUA ID: 1824)
Millennium Metals Licensee#423
4. Equivalency of Test Standard Certification
By James L. Buckner, P.E. @ CBUCK Engineering
FBC Organization#ANE 1916)
5. Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
FBC Organization#ANE 1916)
si • •
f
4
t•
e'
00
V:. •
FL#: FL 5211.1-R8
Date: 10/ 11/ 2020
Report No.: 20-224-5v-S6W-ER
Page 6 of 8
Specialty Structural Engineeringering CBUCK, Inc.Certificate of Authorization#8064
Installation Method
Millennium Metals
5V Crimp" & "Millennium-V" Roof Panel Attached to Wood Deck
Profile Drawings
24"Coverage IN-
7/16" r. 12"
i___ 7
T
5V-Crimp"Typical Panel Profile View (Not To Scale)
24"Coverage
12"
7/16"7I_ 1/32'
T _
J/\/\N---,
i'\/\
T I
7/8" --I k--
Millennium-V"Typical Panel Profile View (Not To Scale)
TABLE "A"
ALLOWABLE LOADS
METHOD 1: METHOD 2: METHOD 3: METHOD 4:
Design Pressure: -112.5 PSF -113.75 PSF 45 PSF 93.75 PSF
Deck Thickness: 19/32" 15/32" 15/32" 15/32"
Fastener Size: 9 Min. 9 Min. 10 Min. 10 Min.
Row Spacing: 12"12" 24" 12"
Fastener Spacing: 12"6" 12" 12"
Corrugation
Corrugation Corrugation Corrugation
Fastener Location: Peaks
Peaks Peaks Peaks
between ribs
Refer to Drawing#: A-1&A-2 B-1& B-2 A-1&A-2 A-1 &A-2
Allowable design pressure for allowable stress design(ASO)with a margin of
safety of 2 to 1.
FL#: FL 5211.1-R8
Date: 10/ 11/ 2020
CBUCKEngineering)
Rego rt No.: 20.2284-5V-S6W-ER
SPPCIdthj Structural E-rx2Incc'cIriq CBUCK, Inc.Certificate of Authorization#8064
Installation Method
Millennium Metals
5V Crimp" & "Millennium-V" Roof Panel Attached to Wood Deck
12'o.c:Typical
7
c---.--.=_ —::::: _=..-..====.=.=.=2-t..=.=_7_==_==,=__ ___-_-____
Fastener Spacing
Across Panel Wdth
Hex-Head Screw with 1A6VV
3/15'mn.penetration thru deck
Refer to Table"A'for Fastener Size
c Row Spacing
Drawing A-1
Typical Assembly Profile View (Not To Scale)
Attachment METHOD 1, METHOD 3 & METHOD 4 Per Table "A)
Fasteners- 5V-Crimp'CrHex--lead Screws vleth VFW Nillemur V'Roof Panel
with 3/16'Mn.Penetration thru Deck
Refer to Table"A'for Fastener Sze
it-
if
ri
p.
f,.
r'
12'o.c:Typical 1
si
1:=:
N============\============
f;
y,h000d Deck or Optional)3'nex or 25 psi nin.
ank
Refer to Table"A'for Nfnimzn Thickness
Drawing A-2
Typical Assembly Isometric View (Not To Scale)
Attachment METHOD 1, METHOD 3 & METHOD 4 Per Table "A")
FL#: FL 5211.1-R8
Date: 10/ 11/ 2020
EricIrierIn Report No.: 20 224 5V S6W ER
Page 8of8
Structural EnglneerIng CBUCK, Inc.Certificate of Authorization#8064
Installation Method
Millennium Metals
SV Crimp" & "Millennium-V" Roof Panel Attached to Wood Deck
6"o.c.Typical 6'o.c.Typical 6'o.c.Typical 6"o.c.Typical
r
Fastener •-. •
Across Panel Wdth
Hein-lead Screwwith VAN
3/16"rrin.penetration thnJ deck
Refer to Table"A'for Fastener Size
Row Spacing
Drawing B-i
Typical Assembly Profile View (Not To Scale)
Attachment METHOD 2 Per Table "A")
Fasteners-
Hex-Head Screws with WSW 5V-Qirrp"Crwith3+16'Mn.Penetrate thru Deck Nfllenrium-V'Roof Panel
Refer to Table"A'for Fastener Size
7la i /
i,
r
7.17::::=1:11".
a
6'o.c.Typical
n
a
I
LI==
N:=_-__=•_::===:=
7.-.==.====:===:==:=
plank
cod Deck,or Cptional)3'rrw.or 25 psi nin.
Refer to Table"A'for NfrirrumThidmess
Drawing B-2
Typical Assembly Isometric View (Not To Scale)
Attachment METHOD 2 Per Table "A")