1859 Atlantic Beach ROOF18-0078 ?t s"rr
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
' ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5814
ROOF NON SHINGLE -
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
PERMIT INFORMATION:
PERMIT NO: ROOF18-0078
Description: Metal Roof
Estimated Value: 29788
Issue Date: 7/31/2018
Expiration Date: 1/27/2019
PROPERTY ADDRESS:
Address: 1859 ATLANTIC BEACH OR
RE Number: 169505 1550
PROPERTY OWNER:
Name: TOLL FL VI LIMITED PARTNERSHIP
Address: 250 GIBRALTAR RD
HORSHAM, PA 19044
GENERAL CONTRACrOR INFORMATION:
Name:
Address:
Phone:
Name: PETERSENDEAN ROOFING AND SOLAR SYS
Address: 8535 BAYMEADOWS RD SUITE 49
JACKSONVILLE, FL 32256
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 there 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.
City of Atlantic Beach
Building Department
800 Seminole Road
Atlantic Beach,Florida 3223 3-5445
Phone(904)247-5826 Fax(904)2
47-5845
E-mail: building-dept@wab.us D
p
)
City web-she: http:/Mww.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: I 0 J 1 YT I IQG De rfinent review re uired Yes No
uil
Applicant: �I *Lyen UGts/ l ROA-A Q Planning &Zoning
/N��, Tree Administrator
Project: moil �w� 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 B
Florida Dept.of Environmental Protection
Florida 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: [Approved. [-]Denied. [-]Not applicable
(Circle one.) Comments:
BUILDING
PLANNING&ZONING Reviewed by: rn Date:—7, 304
TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable
Comments:
Reviewed by: Date:
Revised 05/1912017
QFFII,L -v}- Y
Building Permit Application Updated UA/17
• CM of Atlantic eeech
800 Sal Road,Atlantic beach,FL32M3
Phone:(SIX)2477-5,826 FKK:(9111247-51145
Ja1bAd6es: /959 A- 44ll -G Permit Number: & jG 00-7 pJ
o
Legal Description--
REN
Valuational Worn(Replacement COst1$2 /7SS Heated/Coalad SF N.Heated/cooled
a Class of Wait(Circle one): New Addition Alteration Repair Mose Demo Pool WrMow/Door
• Useof emsting/proposed stmctum(sll6rcle one): Commercial Residential
• If an existing svucture,is a t1resprinkler system Installed?(Circle one): Yes No N/A
Submit a Tree Removal Permit Application if anytrees are to be removed or Affidavit of No Tree Removal
Describe In deatil the type of work to be Performed: .V4- MG 1 12 pc -
Flodda ProducCAppiovalN ' UG 6 for multiple products use product approval form
Property Owner l tion
yrddreys: /�C1 Con/ /1e' V /1NL
aa, rbn la Ka r✓c< State zip 320 frr P✓toneY- z/r-tet 8f
E-Mail c, P2 M"er // rd f•L.--�
Owner or Agen�(If Agent Power of Attorney or Agency Letter Required)�L y/
ca Info lL
Name of Company: I M Lam". e.n a w l,. Dust r�gAg®A1: /e•' /yC S vS
Address 535 w o.L s Y. s Y Ory ec<f tv' state zip T22 a'
Office Plsmas Y- rI-?399 Job SIm/�c?Number 67-
State[erdflcatbn/Reglstretbntl CGC J329y8( E-Mall Sca14-4&aa eZ'rk rico rm .Lp.
Arcbhect Name&Phone N
Engimeefs Name&Phone N
Workers Compensation
Exempt/Imurolleua Fmmoyees/EKgrNan Wle
Application Is hereby made to obtain a permit to do the work and installations as indicated.I coldly that no work or Instal laWn has
commenced prim to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulations
ttmammmkm In this jurisdiction.l understood 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 regalrements 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 governWtal 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 work will be done in compliance with all
applicable laws Mutating 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
RECORDING YOUR NOTICE OF CqMMENCEMENT.
(Signet chub g coomar Agent) Rknapae MCantrarmr)
(indudre comnctpr)
Slittied andswmr}�o ffmned�)�befme me this. of ands to ram, d)beforemethb2-2deyuf
. ULh4 �?/lA M I'\ft -� bIZ7 all -h McCtmK
care ,ouav) (fNretureol Notonit r
I�Pmsonaily Known OR ;�jil'-'Ws EIAINES
BEALE monaNy Known DA r : JE55t NICOLE H 1661N8
IlPaduced tdermbutbn i•- My COMMIBBIONNG(J098]0] 7Praduced lderaiRn _ Commiasiana FF faIa71
TypaMldm[IRta[Ian:__. GANay.g2rsagt- yye& d,mo,, uon: My Commlaeion EKpilea
"' Yne
CITY OF ATLANTIC BEACH
800 Seminole Road
Atlantic Beach,Florida 32233
REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS
Date Revision to Issued Permit Corrections to Comments_ Permit# -Ck�"g
g� //a'U�
Project Address � tW tt(!L (3Pgcln / efUZ 16 's-
Contractor/Contact Name� &Od4Tda 13✓Ui!/cc-
Phone Email
Description of Proposed Revision/Corrections: Pe it FeeDo $ -
�la.d Co ForJ0 . C-s fit
Additional Increase in Building Value$ Additional S.F.
By signing below,I afFirrn the Revision is inclusive of the proposed changes.
(printed name)
Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date
(Office Use Only)
Approved Denied Not Applicable to Department
Revision/Plan Review Comments
ment Review Required:
Buil ' Y
Planning &Zoning U Reviewed By
Tree Administrator
Public Works
Public Utilities 7. 3c V
Public Safety Date
Fire Services
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ens Home I 'w.- Uee.a.sreraao. I Hot Tope i suer"Sana w l avaare.n wWkwara I rec sora I acts see H.P I U.k, 1 soma
111
fipr
vroduct Approval
uuef.ec Use, REVIEWED FOR CODE COMPLIANCE
: r
CITY OF ATLANTIC BEACH
t�I Avnrea.m.nems SEE PERMITS FOR ADDITIONAL
_ FL k FL11698-114 REQUIREMENTS AND CONDITIONS �y
lodeApplication
Version
Type Revision REVIEWED BY' 91 A •x•30•IS
lode version 2Bv
Application SpUUS Approved
Comments
Archived OFFICE COPY
product Manufacturer Englert Inc.
Address/Phone/Email 1200 Amboy Ave.
Perth Amboy,NJ 08861
(]32)826-8614 EM 3909
].tripod®en9leninc.com
Authonaed Signature lames Buckner
{ jlmmy9cbucRlnc.net
Technical Representative ].ph F.Tripod
Address/Phone/Emall 1200 Amboy Avenue
Perth Amboy,NJ 08862
(732)826-8614
]RnpodCaol.cem
r
Quality Assurance Representative
Addresa/Phone/Email
Category RooOng
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a licensed Honda
Professional Engineer
Evaluation Report-Hardcopy Received
Honda Engineer or Architect Name who developed the James L. Buckner,P.E 9 CSUCK,Inc
Evaluation Report
Florida Ucense PE-31242
Quality Assurance Entity Keystone Certifications,Inc
!1, Quality Assurance Contract Expiration Date 12/31/2021
f Validated By Steven M.Unch,PE
v. Validation Checklist-Hardcopy Received
1
Certificate of Independence Fl11698 R4 COI CertfcateONndep.pg[
'v Referenced Standard and Year(of Standard)
TAS12Standard 2003
TAS 125 2003
UL 1897 2012
I.' UL 580 2006
1;
{. Equivalence of Product Standards
f Certified By Florida Licensed Professional Engineer or Architect
FL11698 R4 Eaaiv Test Standard Eaulyuld(
Sections from the Code
Product Approval Method Mai 1 Option D
Date Submitted 10/11/2017
Date Validated 10/16/2017
Date Pending FBC Approval 10/19/2017
Date Approved 12/12/2017
Date Revised 02/09/2018
Sunoundary of Product/
FL• Motltlr Number or Name Description
11698.1 Ot- Englert'Senes 500" Roof Panel-26 Gauge Steel,21'WIdUh,Attached to Plywood!Deck
Idmits of Use Installation Instructions
Approved for use in HVHZ: No 811698 R4 11 1 5500 26aa WoodDerk EVALREPORT.gM
Approved for use outside HVHZ:Yes Verified By:lames L Buckner, P.E P.E. #31242
Impact Resistant No Created by Independent Third Parry:Yes
Design Pressure:+N/A/-79 Evaluation Reports
Other:Refer t0 Evaluation Report for Limitations and FL11698 R4 AF 1 5500 26ga Wuxi EVALREPORT.gdf
Conditions of Use. Refer to manufaRurel's Installation Created by Independent Third Parry:Yes
Instructions as a supplemental guide for attachment.
11698.2 02-Englert"Series 500" Roof Panel-0.032"Aluminum, 21'Width,Attached m Plywood
Deck
Units of Use Installation Instructions
Approvetl for use in HVHZ:No
Approved for use outside HVHZ:Yes Verified By:lames L Buckner,P.E P.E. #31242
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure: +N/A/-84 Evaluation Reports
Other: Refer to Evaluation Report for Limitations and
Conditions of Use. Refer to manufacturei installation Created by Independent Third Party:Yes
instructions as a supplemental guide for attachment.
11698.3 03-Englert'Series 1000" Roof Panel-24 Gauge Steel,20'Width,Attached m Plywood Deck
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL11698 R4 II 3 51000 24ga Wood Oeck EVALREPORT.etlf
Approved for use outside HVHZ:Yes Verified By:lames L Buckner, P.E P.E. #31242
Impact Resistant:No Created by Independent Third Parry:Yes
Design Pressure:+N/A/-52.5 Evaluation Reports
Other: Refer to Evaluation Report for Limitations and FL11698 R4 AE 3 51000 24ga Wpoi EVALREPORT.odf
Conditions of Use.Refer to manufacturers installation Created by Independent Third Party: Yes
Instructions as a supplemental guide for attachment.
11698.4 04-Englert"Series 1100" Roof Panel-24 Gauge Steel, 16-Width,Attached to Plywood Deck
Limits M Use Installation Instructions
Approved for use In HVHZ: No FL1169a R4 1r 4 SHOD 24ga w,,,pe[h EVALREPORT.gdf
Approved for use oWltle HVHZ:Yes Verified By:lames L Buckner, P.E P.E. #31242
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-60 Evaluation Reports
Other:Refer to Evaluation Report for Limitations and F1169R R4 AE 4 51100 24ga WoodOxk EVALREPORT.odf
Conditions of Use. Refer to manufacturers installation Created by Independent Third Party:Yes
instructions as a supplemental guide for attachment.
11698.5 05-Englert"Series 1100" Roof Panel-0.032'Aluminum, 16'Width,Attached to Plywood
Deck
Limits of Use Installation Instructions
Approved for use In HVHZ:No f
Approvetl for use ouslde HVHZ:Yes Verified By:James L Buckner, P.E P.E. #31242
Impact Resistant:No Created by Independent Third Parry:Yes
Design Pressure:+N/A/-SeeTable Evaluation Reports
Other:Refer to Evaluation Report for Limitations and
Conditions of Use. Refer to manufacturers installation Created by Independent Third Parry:Yes
Instructions as a supplemental guide for attachment.
11698.6 06-Englert"Series 1101' Roof Panel-24 Gauge Steel, 16"Width,Attached to Plywood Deck
Limbs of Use Installation AstruQbns
Approved for use in HVHZ:No FL11698 R4 11 b SI101 24 a WgotlDeck EVALREPORT odf
Approved for use outside HVHZ:Yes Verified By:James L Buckner, P.E P.E. #31242
Impact Resistant: No Created by Independent Third Parry:Yes
Design Pressure:+N/A/-165 max. Evaluation Reports
Ocher: Refer to Evaluation Report for Limitations and
a ; Conditions of Use. Refer to manufacturers installation FL3169R al F 6(y�c110t 4aa Woodoeck EVALREPORT oaf
Instructions as a Supplemental guide for atschment. Created by Independent Thi d Party: Yes
11698.2 02- Englert-C Panel" Roof Panel-26 Gauge Steel, 24"Width,Attached to Plywood Deck
limits of Use Installation Instructions
Approved for use In HVHZ:No FLt IBM R4 IT 2 [PadA 2fina WbndDerk EVAI OEPORT.ndf
Approved for use outside HVHZ:Yes Verified By:James L Buckner, P.E P.E. #31242
Impact Resistant: No Created by Independent Third Parry:Yes
Design Pressure: +N/A/-62 Evaluation Reports
Other: Refer to Evaluation Report for Limitations and FL11698 R4 AE 2 Cashel 26932 WOodDe[k EVALCEPORT.odf
Conditions of Use.Refer to manufacturers Installation Created by Independent Third Party:Yes
Instructions as a supplemental gulde for attachment.
11698.8 08-Englert"C Panel" Roof Panel-0.032-Aluminum,24"Width,Attached m Plywood
Deck
Limits of Um Installation Instructions
Approved for use in HVHZ:No PLI1698 R4 H 8 CPanel 032AIu. WoodDeck FVALREPORT.Adf
Approved for uu oubide HVHZ:Yes Verified By:James L Buckner,P.E P.E. #31242
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure:+N/A/-99 Evaluation Reports
Other:Refer on,Evaluation Report for Limitations and
Condtions of Use. Refer to manufacturers Installation Created by Independent Third Party: Yes
instructions as a supplemental guide for attachment.
11698.9 09-Englet'Series 1500" Roof Panel-24 Gauge Steel, 15-1/4"Width,Attached to Plywood
Deck
Limits of Use Installation Instrucl-ans
Approved for use In HVHZ: No 811698 R41195150024ga WoodOeck EVALRFPORT.Udf
Approved for use outside HVHZ:Yes Verified By:James L Buckner, P.E.P.E.#31242
Impact Re ilsbn4 N/A Created by Independent Third Party:Yes
Design Pressure: +N/A/-150maz Evaluation Reports
Other:Refer o Evaluation Report for Unnitations and F111698 R4 AE 9 51500 24932 WOodDeck EVALREPORT.gd[
Conditions of Use.Refer to manufacturers installation Created by Independent Third Party:Yes
instructions as a supplemental guide for attachment.
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Undefnmkakw,malla0Er6aesart WN,cm &alyoudobnotwantyourrmOaddressreleasor Inleap9nmtoapuNCR Ne Mau donRsendek onr
mall N Nk endw.Instead,banner the pinna Ey phoca or by badtt:mal mall.if you ham any 9uesbm,[lease conNR 850.G87.1395.-bur uant to section
455.275(l),fb...,effective October 1,Ml2,licensers Ilttnsad under Cha ver 455,F.S.Monte provide the DewXmant wed an elml addrev If hey have
ne.The emalk provided may be brad M ofceal communication MM the kceluee.However email addhoses art pudic named.If you do non wish to wpdy a pertmal
Wdles,aiease prowde the Degrlment wed an¢mall address weed ran be made available to the puNe,To detemlme If you art a leumee under Chapter 455,F.S.,
please dick hem.
PmdnR Approval homints:
® ®r---R ■
Credit Card
Safe
CBUCK Engineering
Spc cleilty Structural EngInPL?ring CBUCK,Inc.CertPcote ofAuthorizotion Al
Evaluation Report
"Englert° Series 1101"
Metal Roof Assembly
Manufacturer:
Englert, Inc.
1200 Amboy Avenue
Perth Amboy, NJ 08862
(732) 826-8614
for
Florida Product Approval
# FL 11698.6 R4
Florida Building Code 6th Edition (2017)
Method: 1 - D
;2
Category: Roofing
Sub - Category: Metal Roofing
Product: "Series 1101" Roof Panel
Material: Steel
} Panel Thickness: 24 gauge
Panel Width: 16"
Panel Seam: Snap-Lock Facsimile of digital copy signed by
Support: Wood Deck James L Incliner,P.E.
ElMmnicall,signed and sealed!documents shall
comply with the pravaions of FAC Rule 61,315-23.
Prepared by: `sspnunrp
James L. Buckner, P.E.,SECB t_ e0 r''r
w`'.........�ky
Florida Professional Engineer 7131242
Florida Evaluation ANE ID: 1916 i"�
Project Manager: Diana Galloway Em i * i w=
Report No. 17-135-51101-S4W-ER A0 .. 1E� ,%_bu-
/Revises 15-126-53101-54W-ER,FL11698.6 R48R3f ..;`LORIp�'.:'
Date: 9/16/17 'rani ONA� ENa'
Contents: i`
Evaluation Report Pages 1-8
2017.10.11 13:33:36-04'00'
CBUCK,Inc.dba CBUCK Engineering
Phone:(561)491-9927 Email:cbuck@tcbuckinc.net Website:www.cbuckincnet
Business:1374 Community Dr.,Jupiter,FL 33458 Carp/Mailing:2637E.Atlantic Blvd,#34069,Pompano Beach,FL 33062
FL#: FL 11698.6 R4
Date: 9/16/17
CBUCK Engineerin9 Page
rt No.:2 of8 51101-54W-ER
Spt=dalty Structural E=ncxrl2Princj C9UCK,mr.Certificate of A"thclaaWn#8064
Manufacturer: Englert, Inc.
12DO Amboy Avenue
Perth Amboy,NJ 08862
(732)826-8614
http://www.a nglertinc.com/
Product Name: "Series 1101"
Product Category: Roofing
Product Sub-Category Metal Roofing
Compliance Method: State Product Approval Rule 61G2G-3.005(1) (d)
Product/System "Series 1101" Roof Panel
Description: 24 gauge steel Nailstrip roof panel mechanically attached to Wood Deck with
screws.
Product Assembly as Refer to Page 4 of this report for product assembly components/materials &
Evaluated: standards:
1. Roof Panel
2. Fasteners
3. Adhesive(select systems)
4. Underlayment
5. Insulation(Optional)
Support: Type:
Wood Deck
(Design of support system is outside the scope of this evaluation.)
Description:
• 15/32"or greater plywood,
• or Wood plank(min.specific gravity of 0.42)
Slope: Minimum slope shall be: 3 :12 or greater
In compliance with FBC Chapter 15 based on the type of roof covering,
applicable code sections and in accordance with manufacturer's
recommendations.
Performance: Wind Uplift Resistance:
Design Uplift Pressure: METHOD 1: -ISO PSF
(Refer to"Table A"attachment details herein) METHOD 2: -165 PSF
V
p FL B: FL 11698.6 R4
\ K
Date: 9/16/17
CQUCK Engineering Pagert Page 51101-54W-ER
SpPCidlty Strtjch- r01 Englnpprinq CBUCK,Inc.Certilfcate ofAuthoAzotion p8a64
Performance The product described herein has demonstrated compliance with:
Standards: • ULSSG-06—Testfor Uplift Resistance of Roof Assemblies
• UL 1897-12—Uplift testfor roofcovering 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 standard UL 580-06 & UL 1897-12
adopted by the Florida Building Code 6th Edition(2017).
Code Compliance: The product(s) described herein have demonstrated compliance with the
performance standards listed above as referenced in the current Florida
Building Code.
Evaluation Report This product evaluation is limited to compliance with the structural
Scope: 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 61G203.005. 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 61620-3.005(l)(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 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 61G20-3.0005 (3) for
manufacturing under a quality assurance program audited by an approved
quality assurance entity through Keystone Certifications, Inc. (FBC Organization
ID9 QUA 1824).
FL#: FL 11698.6 R4
g� F/� Date: 9/16/17
CHUCK Engineering Pagert No.:4 of a 51101-54W-ER
Spl=clalty Structural EnglnPPring CeuCK,Inc.Cvtficote ofAuthatllltlm naoea
Components/Materials Roof Panel: Englert Series 1101
(by Manufacturer): Material: Steel
Thickness: 24 gauge (min.)
Panel Widths: 16"(max.)Coverage
Rib Height: 1"
Yield Strength: 40 ksi min.
Corrosion Resistance: Per FBC Section 1507.4.3
Fastener:
Type: Pancake-Head Wood Screw
Size : #10x1"
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: Per ANSI/ASME B38.6.1
Seam Adhesive/Sealant:
Product Name: Bostik Chem-Chaulk 915
Type: One component,polyurethane adhesive
Application Size: 3/8"bead
Application Location: along male flange the full length of panel
(Referto Table"A"and drawing Pg 6-7)
Components& Underlayment:
Materials: Material and application shall be in compliance with FBC Section 1507.1.1 and in
(by Others) 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".
i. .
FL It: FL 11698.6 R4
�/
Date: 9/16/17
CSUCK l-ngineerinq Pagert No.:5 Of8 51103-54W-ER
Spe-clalty Structural EnQInPt?rinQ CBUCK Inc.Certificate of Authorization#8064
Installation: Installation Method:
(Refer t0"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)
• Rib Interlock:Snap-Lock
(Panel ribs shall be fully engaged to form an integral snap-lock.)
• Seam Adhesive: Refer to Table"A"& Drawing Page6.
(Apply along male flange the full length of the panel.)
• 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 METHOD
Design Pressure: -150 PSF -165 PSF
Fastener Spacing: 6"ox. 3"ox.
Seam Adhesive: Not required 3/8"bead
(Refer to pg.6-7)
Notes:
• Allowable design pressure(s)for allowable stress design(ASD).
Install the"Series 1101" roof panel assembly in compliance with the installation
method listed in this report and applicable code sections of FEC 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.
Referenced Data: 1. TAS 125 Uplift Test
By Architectural Testing,Inc.(FBC Organization iD#TST 1558)
Report No.93745.01-109-18, Date: 11/16/09
Specimens#1-3
2. Quality Assurance
Keystone Certifications, Inc.(FBC Organization ID#QUA 1824)
Englert, Inc. Licensee#420
3. Equivalency of Test Standard Certification
By lames L.Buckner,P.E. @ CBUCK Engineering
(FBC Organization If ANE 1916)
4. Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization#ANE 1916)
FL#: FL 11698.6 R4
y Date: 9/16/ 17
�SUC:K Engineering Page
nHo of 51101-64W-ER
SppClalty StrUCturdl Engln2PrinQ ceun:,mr.cemfmre ofAuthotl ob,#8054
Installation Method
Englert, Inc.
"Series 1101" (24 gauge Steel) Roof Panel attached to Wood Deck
Drawings
16"
n3/4"
Panel Profile
16" ox.
Wood Deck
Integral Snap Lock
For METHOD 2:
Apply 318"bead eostik Sealant
entire length of panel
#10 x 1"
Pancake-Head Screw
Typical Assembly Profile View
g} - (Typical Fastening Pattern Across Width)
FL#: FL 11698.6 R4
Date: 9/16/17
ing Page rt No.:7 of 8 51101-54W-ER
CBUCK Engineer
SpeclaRy Structural 6nglneer1ng CBUCK,Ina Certificate of Authorization#8064
Installation Method
Englert, Inc.
"Series 1101" (24 gauge Steel) Roof Panel attached to Wood Deck
Fastener
#10 Pancake-Head Sc
"Series 1101"Roof Panel
/ aw
3l8"Bead Seam Adhesive
15/37'Wood Deck continuous along male rib
(Refer to Tade'A")
Typical Roof Assembly
Isometric View
(Optional) Rigid Insulation Board per Page 4 of this report
TABLE"A"
METHOD METHOD
Design Pressure: -150 PSF -165 PSF
Fastener Spacing: 6"o.c. 3"O.C.
Seam Adhesive: Not required 3/8"bead
t
FL 8: FL 11698.6 R4
p1 , Date: 9/16/17
C
BUCK Engineering Pepo rt No.:$of 8 S3101-135 -ER
e`.
7
Spe(Zlalty Structural EnglnPPrinq C9Ua,mc.CerHfi ofA thodzatim x9064
(Refer[o pg 67)