RESO18-0029 CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
--ov "t'�' INSPECTION PHONE LINE 247-5814
RESIDENTIAL OTHER - SINGLE OR TWO FAMILY RESIDENTIAL OTHER
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
PERMIT INFORMATION:
PERIVIrr NO: RES018-0029
Description: METAL ROOF
Estimated Value: 20000
Issue Date: 6121/2018
Expiration Date: 12/18/2018
PROPERTY ADDRESS:
Address: 1250 SELVA MARINA CIR
RE Number: 1719140000
PROPERTYOWNER:
Name: Jessica Wynne
Address: 1250 SELVA MARINA CIR
ATLANTIC BEACH, FL 32233-5526
GENERAL CONTRACTOR INFORMATION:
Name:
Address:
Phone:
Name: CENTRAL ALUMINUM, ING
Address: P.O.BOX 14177
JACKSONVILLE, FIL 32238
Phone:
PERMIT INFORMATION:
Please see attached conditions of approval.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOU 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.
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 them may
be additional permits required from other governmental entities such as water management
districts, state agencies,or federal agencies.
* A notice of Commencement is only required for work exceeding an estimated value of
$2,500. For HVAC work, a Notice of Commencement is only required when HVAC work
exceeds and estimated value of$7,500.
Building Permit Application Updated 12/g/17
City of Atlantic Beach &-,So(
800 Seminole Road,Atlantic Beach,FL 32233
0 Phor7( )247-5826 Fa::(9041)247�5845
Job Add ress: Z.41. A &J�
11,50 S(I"N mcj.,4% Cr LA, F1 Permit Number:kgE,
Legal Description 13-4 [6-;,�-OE �6*.!, C/4j 30-"RE#
Valuation ofWork(Replacement Cost)$ U Heated/Cooled SF_Non-Heated/Cooled_
• Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door
• Use of existing/proposed structure(s)(Circle one): Commercial Residential
• If an existing structure,is a fire sprinkler system installed?(Circle one): YesRECEIVED
• Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal
Describe in detail the type of work to be performed: MAY 18 2018
(00� co4 �0- - I
Florida Product Approval# for multg, le products use product approval form
Property Owne Information uIlding Departimht
Name: A it Address: taso 940%tWoe Beach. FL
'4' A�St.te�rL
4", JEL zip Phone 904— go
E-Mail
Owner or Agent(If Agent,Power of Attorney or Agency Letter Required)
Contractor Information
Name of Company: fif-14; ." TbtL, Qualifying Agent: �054 CQ!ld,k
Address 170 Ary (4t I city Att)( State FE Zip—j-d-'L.5v—
Office Phone vo q - a 51- te 5-Hif Job Site/Contact Number 5 CO't
S�teCertification/Regiqration#!,Cei3ii4l%I 0 E-Mail
Architect Name&Phone#
Engineers Name&Phone# ;,40441 scll
Workers Compensation (8 —10 —
usaipt insurer/Lease Enrpioyo�sj`Expiration Done
Application is hereby made to obuin a permit to=wtcrk and installations as indicated.I certify that no work or installation has
commenced pflorto the issuance of a permit and that all work will be performed to meet the standards of all the lam regulationg
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 maybe additional restrictions applicable to this property that maybe 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.
OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all ark will be done in compliance with all
applicable laws regulating construction and zoning.
WARNING TO OWNER:YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RICORDIN OUR NOTICE OF COMMENCEMENT.
I nature�Owner a' ent) (Signature of Contradon
t)
Rncludmg
u
Rmr.d gw� nirratit.0
Signed and sworn to(or affirmed)before me this t ilf day of Signed and sworn to(or affirm d)b fo th s day of
MQ� 10 11 by C.I. 4,1� b ��(a
(Sign ureo many)
!Signatur;of Notary)
I ]Personally Im OR I Personally Known OR
10 RICHARD K C�0011[ I Produced ld=alw..
I Produced Ided!W".t1 __. �11 OK I
RICHARD K CO
C. of MY cn�ulitsuucsm I,ar"1371 I
Typeofidentifl tion: 3711 Type dentiffi
EXPIRES Jeri 10.MZ1 EXPIRES J..Iy M 2021
CITY OF ATLANTIC BEACH
800 Seminole Road
Atlantic Beach,Florida 32233
REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS
Date6—C-(*'e Revision to Issued Perrmt— CorrectionstoConmumt,4 Permit#RG5C)19-L)oz1
Project Address 12 'so -Seloa 3A.2
Contractor/Contact Nam,—C-c
L
Phon&�- -5Y-�C(519�6 EmaiC� Iq/(,A,A,�?Er&//-C4; A/151L
Description of Proposed Revision LC5—mct—,o—ns-�> Permit Fee It!!
qa�� cc,"d6 / C�04
Additional Increase in Building Value Additional S.F.
By signing below,1 )0 CJkd I k, affim,the Revision is inclusive of the proposed changes.
nW n.) C—
Signatur Contractor/Age Contra r must sign if increase in valuation) Date
(Office Use Only)
Approved Denied Not Applicable to Department
Revision/Plan Review Comments
Department Review Required:
Y 'gnmg W.wI
L nJ
Signatur ContraclorlAge rom
<�� Rei,,ed By
Planning &Zoning
Tree Administrator
Public Works
Public Utilities
Public Safety Date
Fire Services
City of Atlantic Beach 7APPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
800 Seminole Road
Atlantic Beach, Fionda 32233-5445 C)
Phone(904)247-5826 Fax(904)247-5845
E-mail: building-dept@coalb.us TDate routed:
City web-site: htpJM�-coal)us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 1�om '�'au rtment review reguired Yes No
a
Applicant: [U nningS.Zoning _111�
inistrator
Project: I)O'k ht, Public Utilities 2
Public SaTeTy
Fire VSewices
Review fee $ Dept Signature
Rev P' Date
Other Agency Review or Permit Required ofPe=i`.`dBM
Florida Dept.of Environmental Protection
I ride Dept.of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: led. [I]Not applicable
(Circle one.) Comments:
BUILDING
&JWNING&ZONING
Reviewed by:- Date:-
TREEADMIN. Second Review: rov s v" 't I",
,,�rApprovedl as revised. ODen,,d. oNot applicable
PUBLIC WORKS Comments:
PUBLIC UTILITIES
Reviewed by:
PUBLIC SAFETY )Kg= Date:
FIRE SERVICES Third Review: E]Approved as revised. E]Denied. []Not applicable
Comments:
Reviewed by: Date:-
Revised 0&1912017
City of Atlantic Beach APPLICATION NUMBER
Building Department (Fo be assigned by the Building Department.)
800 Seminole Road f�(-
Atlantic Beach, Florida 32233-5445 Sol
Phone(904)247-5826- Fax(904)247-5845 It
E-mail: building-dept@mab.us Date routed:
City web-site: hdpJhvww.coab.Us
APPLICATION REVIEW AND TRACKING FORM
Property Address: I�F_m '�LW 1 1 —6 an reviewrequired Yes No
in" P111.11,I] I __
L4 M -Fun &Zoning
Applicant: Plan
Tr inistra or
Project: wo� w)4 htL Public UJJIR[es_i
7ubfic�Safety
Fire_Sem�s
Review fee $---7'0"' Dept Signature 1�6_01
rtmen,review�roullred �Y
Tr ff�q
, stra
_ATr kn,,stmlo,
Other Agency Review or permit Required Review or Receipt Data
of Permit Verified By
Florida Dept.of Environmental Protection
Florida Dept.of Transportation__
at.—johns River water Management District
Amy Corps of Engineers
Division of Hotels and Restaurants
_�,,sxm of�Alwholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: []Approved. E]Denied.. ot applicable
(Circle one.) Comments:
BUILDING
PLANNING &ZONING Reviewed by: hi'K' ki. '1�� Date:
TREEADMIN. Second Review: EJApproved as revised. ElDented. [JNot applicable
PU NOR ommen
I UTILiTI
I;rLic I
'5_-z3m-1
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: E]Approved as revised. E]Denled. ONotapplicable
Comments:
Reviewed by: Date
RevIsed05119/2017
City of Atlantic Beach
Building Department
Boo Seminole Road
Atlantic Beach, Florida 32233-5445
Phone(904)247-5826 Fax(904)247-5845
E-mail: building-dept@coab.us Em
City welb-site: httP:/1wwv,.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: ta'm &&M �WO�Ja ' irtmentreviewre uIred Yes No
Applicant: In",)(4 M 9:11L- PI nninq &Zoning
Tr inistraro—r
Project: nou ik s 2
r
Fire Services
Review fee $_ Dept Signature
Other Agency Review or Permit Required Review or ecelpt Date
of Permit Verified BY
Florida Dept.of Environmental Protection
Florida Dept.of Transportation
.Johns River Water Management District
Amy Corps of Engineers
Division of Hotels and Restaurants
ivision of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: FV(Appmoved. E]Dermed. ONot applicable
(Circle one.) Comments:
BUILDING
PLANNING&ZONING Reviewed Date:
TREEADMIN. Second Review: []Approved as revised. ODenied. oNot applicable
Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:—
FIRE SERVICES Third Review: E]Approved as revised. E]Denied. [—]Not applicable
Comments:
Reviewed by: Date:—
Revised OW1912017
DW#2oj,i2T788.ORBKI84D4 �9-553-
NUMW Paga�*1
Re(XWdad o5r4stoiri 02:01 PM
RONNIE FUSSELL CLERK CI�rUIT COURT DUVAI
NOTICE OF COMMENCEMEN COUNTY
RECORDING $10-00
Tax Folio No.
state of
County of A.4
To Whorn It May CMMXMI: will be made to"imm mad property,and in accordance with Section 713 of
The Undersigned hmby informs You that improvements C
the Florida Statutes,the following information is stated in this NCMCE OF C
Ug.1 Description Of propeny being improved: 3-
Lal 'se- A) 014 (gloc-Icsa .4 k-
Address offiropertY being improved: WS� le-L�A'�rCT�' 141"'
G�ald�ptioaofimprovements:—M@EMFN;e pr� &4,,0, -A u,.J A94-44�
r—P 4- t-J`,3kN% ho'k-
Address: 11!2 3'4401M�'M!Ir—t-
owner�.
Limit's interest in site ofthe improvement:
Fee Simple Titleholder(ifother than owner):
ul
Name:
Contractor: C—".k It Ak,.C., "r4t. 0
& &X (q(2� R- 3LL35
Address: 0
Telephone No.:*it- Z-5 q5796 Fax No:
Aclw ---- L— -
M E 0.
00 R
Sumty(ifaJ1y) AsomadofALL
Address: 0�—x
Fax No:
Telephone No:
Name and address of my person malcing a loan for the constructimi of the improvements z
0 LL 2 W
LL M .1
Name: Lu M M W
--*N 1-H-3
Address:
Fax No:
Phone No:
Name of person within the State of Florida,other them hmrwlf�designated bY owner upon whom notices or othe4cuments mayle
served: Name:
Address:
TelephomNo: Fast No:
In addition to himself owner designates the following Person to receive a copy of the Lhaser's Notice as provided in Section
713.06(2)(b),Florida S". (Fill in at Owner's option)
Name:
Address:
Telephone No: Fax No: from the date of recording unless a diffiereat date is
Expiration date of Noties of Coommanmnat(the expiration date is rate(1)year
specified):
TUELS SPACE FOR RECORPER'S USE OrVy OV'NF
inth-C qtyofDavaI,hta10
th'
th
I.P 411ya d
S CmtyofDuvaL
Notary I S f ends,
My commis ion expim:
Or
-W V M RICHARD K Prodsood ldentifiom.k-����
IYCOMMISSIONO�GG00613111
EXPIRES Jamary 10,2021
OFFICE COPY
ENGINEERING
EXPRESS"
This certification is valid for
Much 23,2018 (1)permit only with original
engineer,
Elite Aluminum,Inc-
4650 Lyons Technology Pkwy
Coconut Creek,FL 33073
"p,
Regarding: Load Product Approval—Elite Alurammun Sldn Panels "'M
Addition of Underlayment 014 11842)by MFM Building
A
Florida Statewide Approval(FSA)#FL5500.1 &#FL7561 1,
Attention: Building Department Official
The below-signed engineer is the evaluator of record for the filintication,and
Aluminum Skin FPS Core Panels as manufactured by Elite Aluminum, Inc. of Coco
which is approved Under FSA 9FL5500.1 by Frank L.Bennardo,P.E. (EX drawing 414-
also applies to FSA 9FL7561.1.The evaluator of record for the fabrication and installation 061.1
is Do Kim, P.E. Design assessments have been provided within the approvals which are mcorlx&ed by
refieneace. The panels referenced on those engineered draxing have been designed per die Florida Building
Code Sixth Edition(2017)for non-habitable spaces.
This letter serves to provide an option for a local product approval Per FS 553.8425 for the use of
the Underlayment(FLI 1842)by NWM Building Products Corp.,or equivalent,in co*unction with the Elite
EPS Panels (FL5500.1 &FL7561.1), This local approval shall be limited to the criteria described in the
detail below:
A77404 ROOF SHINGUM TO
WS
R�S Oa PROGU�
APMaWAL
SHINGLE NaTES:
STARTER ROWS OF SHINGLES ShAU_HAW UIM AT WD TAR AaFA.
SHINGU!ROW INSTAD-ED WITH TABS I=.34 THE"ARD DIRECTION OF
FACE, M�ooF
N3QMUK"KFQRSH=U5�5E2'-I'
'M
ZI
uplift required shall be determined per the limitation; of the respective approvals.
A lead resulting from added roof shingles and underlayment is not considered in the above
refer duct approval spun tables. The added dead lmd required from undarlayment and sbingles
shall be incorporated into the product approval sparr tables by others.
160 SW 12T- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
PHONE: (954) 354-0660 - FAX: (954) 354-0443
ENGINEERING EXPRESS.COM
ENGINEERING
IWEXPRESSO
Page 2 of 2
Elite Aluminum,Inc.-Local Product Approval—Elite Aluminum Skin Panels
All other installation criteria including Construction and fabrication of intended non-habitable space
Unless otherwise authorized by Engineer of Record with separate Engineering(site spec ific engi treoring my
he roquired). shall follow the product approvals and drawings noted herein, as well as the minimum
requirements of the Florida Building Code Sixth Edition(2017),Except as expressly provided herein,no
additional certifications or affirmations ane intended.Thank you for your attention to this matter
�F
EMGIN
gpEo()46549 Ceft.Auth.9885 116-3361
Ahk
9
I
160 SW I AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
PHONE: (954) 354-0660 - FAX: (954) 354-0443
ENGINEERINGEXPRESS.COM
OFFICE COPY
Spepgjalin4 Structurcal E=nglnperki CBUCK,Inc.Canificote OfAuthourizathon 4AB064
Evaluation Report
"5V Crimp" & "Millennium-V"
Metal Roof Assembly
Manufacturer:
Millennium Metals, Inc.
10200 Eastport Road
Jacksonville, FIL 32218
(877) 358-7663
for
Florida Product Approval
# FIL 5211.1 R7
Florida Building Code 6th Edition (2017)
Per Rule 61G20-3
Method: 1 - D
Category: Roofing
Sub - Category: Metal Roofing
Product: "5V Crimp" &"Millendri
Material: Steel
Panel Thickness: 26 gauge (Minimum)
Panel width: 24" Facurn pie of dig itat copy signed by
Support: wood Deck James L Buckner,P.E.
Electronically signed and..led document, hall
comply with the preal,ion,of FAC Rale 61G15 23
.t I I I I I"
BE,
'�GEN&j
Prepared by:
No 31242
James L. Buckner, P.E., SECB
: Wz
Florida Professional Engineer#31242 ki
0
STAM OF
Florida Evaluation ANE ID: 1916
..........
S:
Report No. 17-196-SV-Si 1,/0NAL,,,,\
(Revises 15-10,1-5V-S6W-ER)
Date: 10/ 16/17
Contents:
Evaluation Report Pages I-8 2017.10.19 20:13:36-04'00'
CBUCK, Inc.-Palm Beach County, Florida
Phone:(561)491-9927 Email:cbuck@cbuckinc.net Weipsite:www.cbuckinc.net
Main Office: 1374 community Drive,jupiter,Florida 334S8
FL#: FIL 5221.1-R7
Date: 10/16/17
n(g Report No.:17-196-SV-S6W-ER
\C:BUCK fangineed Page 2 of s
SPE2C::ic!1ff1Lj Stl-LIC-ture3l Engli-IL-ering CBUCK,Inc.Certificate OfAuthodZatim#8064
Manufacturer: Millennium Metals,Inc.
Product Name: 15V Crimp"&"Millenniurn-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:
I. 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,(See Table"A")
* 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#: FIL 5211.1-R7
Date: 10/16/17
Report No.:17-196-SV-56W-ER
Page 3 of 8
Spcecic3lftj Structurc3l E=ncjIr-*-E-rInc;l CBUCK,Inc.Cirtficte of Authorization#8064
Performance Standards: The product described herein has demonstrated compliance with:
• UL580-06—Testfor Uplift Resistance of Roof Assemblies
• UL 1897-12—Uplift testfor 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 1.11_580�06 standard version adopted by the Florida Building Code 6th
Edition(2017).
• 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 6th
Edition(2017).
Code Compliance: The product described herein has demonstrated compliance with Florida Building Code
6th Edition(2017),Section 1504.3.2.
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.G01.
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.
o This report is a building code product evaluation per FLPE rule (FAQ 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.
9AII 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 614320-3.005 (3) for manufacturing under a
quality assurance program audited by an approved quality assurance entity through
Keystone Certifications,Inc.(FBC Organization#:QUA 1824).
FIL#: Fl.5211.1-R7
Date: 10/16/17
Report No.:17-196-SV-%W�ER
,,11ZE3UCK Encgineering Page 4 of 8
S)pE c1calftj Struc-tural Engineerinca COUCK,Inc.Certificate of Airthorizatlan#8064
_PSP�L Cal-3
Components/Materials Roof Panel:
(by Manufacturer); Product Identification: "5V Crimr&"Miiiennium-V"
Material: Steel
Thickness: 26 gauge(min.)
Panel Width: 24�(max.)Coverage
Rib Height: 7/16-
Yield Strength: 40 ks!min.
Corrosion Resistance: In compliance with FBC Section 1507.4.3:
• ASTM A792 coated,or
• ASTM A653 G90 galvanized steel
FastenerA:
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/ASMIE B18.6.4
Fastener B:
Type: Hex-Head Wood 5crew with WSW
Size: #10(x length to meet min.penetration through deck)
Penetration TIrDugn 3/16 min.through wood deCK
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: Per ANSI/ASME B18.6.4
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: 2.2.5 pcf(Ibs/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-R7
Date: 10/16/17
Report No.:17-19&5V-56W-ER
Page 5 of 8
SpL-CialtLj Structurc3l E=nc;Rrwie-rIncj CBUCK,Inc.Certificote 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"Beim
(along the length of the panel)
• Row Spacing: Refer to Table"A"Below
(along the row,across the panel profile)
• Rib Interlock:Lapped
• Minim u m 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: METHOD2: METHOD3: I METHOD4:
Design Pressure: -212.5 PSF -113.75 PSF -45 PSF -93.75 PSF
Deck Thickness: 19/32' 15/32" 15/32- 15/32-
Fastener Size, #9 —#10 #10
Row Spacing: 12" 12" 24" 12"
Fastener Spacing'. 12" 6- 12" 12"
Fastener Location: Corrugation Corrugation Corrugation Corrugation
Peaks Peaks Peaks Peaks
&between ribs
Refer to Drawing#: A-1 A-2 .13-1&B-2 I A-1&A-2 , A-1&A-2
Allowable design pressurefor allmoble 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 6th Edition
(2017).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.
Rellerenc�ecl Data: 1. ULS80-94&UL 1897-98 Uplift Test
By Hurricane Test Laboratory, ILLC(FBC Organization#TST ID:1527)
Report#:0232-0801-00,Report Date:9/8/00,Report 0232-0910-05,
Report Date:11/18/05,
2. UL580-06&UL 1897-12 UpliftTest
By Intertek/Architectural Testing,Inc [FBC Organization#TST ID:1527)
Report 9:H3985.01-450-44 RO,
3. Quality Assurance
By Keystone Certifications, Inc.(QUA ID: 1824)
Millennium Metals Licensee If 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 It ANE 1916)
FL#: FL 5211.1-117
Date: 10/16/17
Report No.:17-196-5V-S6W-ER
\C:BUCK Engineering Page 6 of 8
SpL-0.3irij Structur.31 E:nc;ilnL-L-rinCj CBUCK,inc Cenificate of Authoriz�tw�#8064
Installation Method
Millennium Metals
"SV Crimp" & "Millennium-V" Roof Panel Attached to Wood Deck
Profile Drawing
24"Ca"age
7/1T
-------------
5V-Crimp"Typical Panel Profile View (NotToScate)
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
DeckThickness: 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- v 12" 12"
Corrugatt.on 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 pressurefor allowable stress design(ASD)with a margin of
safety of 2 to 1.
Fl.#: Fl.5211.1-117
Date: 10/16/17
Report No.:17-196-5V-S6W-ER
\CBUCK Engineer Page 7 of 8
Sopeecic3thj Struct-urc!sl E=nQIr-�--L-rInq CRUCK,ln�Certificute of Authorizotion#W&4
installation Method
Millennium Metals
"5V Crimp" & "Millennium-V" Roof Panel Attached to Wood Deck
12'aa Typal
Flex4-6W S�Wh AfW
3116'nin peneftm tpa deck
Rder tDTade"K V Fastarxr Sim
&P�Spadrg
DrawingA-1
Typical Assembly Profile View (NotTo5cale)
(Attachment METHOD 1, METHOD 3&METHOD 4 Per Table"A)
Fadevers- ..511-air9f Or
Hw+ksdScrvmwbVYSN
v&3116"Mm PemflafiCn hU DSCI
Rder DoTade'XforFastew Sm
3116.
WTble
-T,, 7tTouaTyoical
support Irejelorr
-CDxRY,CWD8CKcr (CpkreI)T�cr25p§njm
=ZeXforkinrr�Thd�
Drawing A-2
Typical Assembly Isometric View (NotToScale)
(Attachment METHOD 1, METHOD 3 & METHOD 4 Per Table"A")
FL#: FL 5211.1-R7
Date: 10/16/17
Report No.:17-196-5V-56W-ER
Page 8 Of 8
SF)L-clalkj Struc:tural E=nqInL-L-rInc2 CBUCK,Inc,Cenifimte of Autharizotion#8064
Installation Method
Millennium Metals
"5V Crimp" & "Millennium-V" Roof Panel Attached to Wood Deck
6-�T, 0 —6'aa 6'=TypCM B"aa 'Yp.(A I
C
�SH8rdww
Hex+aadS�W�VZW
3(16'nin.panWam hu deck
FWer 01atle"A'for Fa�Size
&RmSpacrig
Drawing B-1
Typical Assembly Profile View (NotlroScale)
(Attachment METHOD 2 Per Table"A")
FasWus-
Ha,&HmdS�v4MVSN
,MM 316'Mn P&xuahon Inu Deck
Refer toTable"X for Fas�aw Saa
6"aa TyPosi
CEN Plymod Dod�a (Cpfional)T�T25psrrin.
F=ZWVM"�Thd�
Drawing B-2
Typical Assembly Isometric View (NotlroScale)
(Attachment METHOD 2 Per Table"A!')
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