297 PINE ST ROOF CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5814
19'
ROOF PERMIT
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
JOB INFORMATION:
Job ID: 15-ROOF-1933
Job Type: ROOF PERMIT
Description: REROOF
Estimated Value:
Issue Date: 8/13/2015
Expiration Date: 2/9/2016
PROPERTY ADDRESS:
Address: 297 PINE ST
RE Number: 170559-0000
PROPERTY OWNER:
Name: LATIMER ET AL, BRUCE T
Address: 297 PINE ST 297 PINE ST
GENERAL CONTRACTOR INFORMATION:
Name: JUSTIN LARSEN CONSTRUCTION INC
Address: POBOX1942 LIC # BELOW 4 GERALD GOLLOBIT
Phone: 904-327-4311
FEES: 0 t�� I
Total Payments: $0.00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Road, Atlantic Beach, FL 32233
Office (904) 247-5826 Fax (904) 247-5845
Job Address:e2�7 Re, 514, Permit Number:
Legal Description Zy G See- 3 Parcel 4
I,loor Area ot 3q.rt. 3q.ri
Valuation of Work$j5E`P2�Proposed Work heated/cooled_� non-heated/cooled
r
Class of Work(circle one): New Additi Alteration PAre ' olition Pool/spa
4!;;�) window/door
Use of existing/proposed structure(s)(circle one): Commerci I Residenti
.le 0 tN(
If an existing structure,is a fire sprinkler system installed? (Circle o
Florida Product Approval# . t 0
For multiple products use�r_oduct�app_ro_VaH—orm
Describe in detail the type of work to be performed:)&— &0.c-
Property 0 vner I riformation:
Name: Address:
city G/ A'11/'I A Sta Zip
1,e hone ID
E-Mail or ax#(Optional)
Addr
ma �s
�,Zip
,�a��� hor
r��j
F M
Contractor Information- CONTRACTOR
Company Narn
Qua fying Age t Lqr
Address:' 0 4��_ �City
Office Phone Statet��L
zip 7
Job Site/Contact 7�,ji,m
State Cei tification/Registration# er Fax 4
Architect Name&Phone#
Engineer's Name&Phone
Fee Simple Title Holder Na
Bonding Company Name and Address
Mortgage Lender Name and Address
i cation Z.'I e eb y made ob a'n a er"it to do'he work
0 w be e, ormed to .. or installation has commencedprior to the
f
n w m t s a',
P(6 on h thisjurisdiction. This perinit becomes null
PPI r t
iss ance a a per it a d t, rk wi'
I ' a' 0
0,* , o'k not co e "d ithin
and' d is ' '
T,,k is com"! "ed "'de"t"d that separate perii, aWeriod of six(6)months at any time after
a, A"�Con& on rs, j /Is
Ik nd I! e e c. e Pools, Furnaces,Boilers,Heaters,
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. IF YOU INTENI? TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
I herely certify that I have read and examined this a lication and know the same to be trize and correct. Allprovisions oflaws and ordinances governing this
If'work will be coinolied with whether speci 70 herein or not. The granting of a permi! does not presume to give authority to viol or cancel the
vrovisions of any otherfederal,state, or local az regulating construction or the Perfb�mance of Construction.
Signature of Owne
Signature of Contracto,
3rint Nairic k,V�
......... .......
........ ...................
........................................... Print Name J��AA�. .......................
3eforeme ...................................................................................
his Wih Day of Before me
2014q this ZC&Day of
SCHALEASE LARSEN SCHALEASE LARSEN
MY COMMISSION#FF022491 MY COMMISSION#FF022491
otary Public
EXPIRES May 30,2017 EXPIRES May 30.2017
..........I
(407)39&0153 Fiorldallotaryservice-.com (407)3U�,U.a Q&1=Vry8qrvjc*.c.m
NPiTICE OF COMMENCEMENT
State of FL09A_10A County of-hw 4A-1— Tax Folio No.
To Whom It May Concern:
The undersigned hereby informs YOU that ifflProvements 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 CO4MMMEI'�, MEN
Legal Description of Property being improved: 10
Address of property being improve :2
d. f
V24-.
General description of improvements:,Ow--kuo r-
Address:
Owner's interest in site of the improvement:
Fee Simple Titleholder(if other than owner)..
Name:
Contractor: -jai
Address:
Telephone No.: 0!1(—SZ-,P—y Fax
Surety(if any)
Address:
Telephone No: Fax No: Amount of Bond$
Name and address of any person making a loan for the construction of the improvements
Name:
Address:
Phone No: Fax No:
Name of person within the State of Florid--�-, other than himself, designated by owner upon whom notices or other documents may be
served: Name:
Address:
Telephone No: Fax No:
In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713.06(2)(b),Florida Statues. (Fill in at Owner's option)
Name:
Address:
Telephone 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
specifed):___ _____
THIS SPACE FOR RECORDER'S USE ONLY OWNER
Signed:'
ate.*
Elefor-�!mn this4k�,�
Kr ay of in the County of Duval,State
pp
Page17118, OfFl i?a,has personal—1yappeared
Doc 4 15 1184609,OR BK
Number Pages: I
Recorded 08/12!2015 at 08:51 AM, P—rocTuced Identification: or
Ronnie Fussell CLERK CIRCUIT COURT DUVAL Notary Public:
COUNTY My commission expires:
--'4"�ISCHAL EASE-LARSE N
My COMMISSION#FF022491
EXPIREU May 30.2017
RECORDING$10.00
(46y)39"153 FloridallofarySr-r\/'�cexom
FL#: FL 14623.12-Rl
Date: 11/24/11
Report No.: 11-193-PR-S90-ER
Page 2 of 10
r Srx=alcslfLj structurall Enginemearinq CBUCK,Inc.Certificate of Authorization#8064
= alici
Manufacturer: American Construction Metals (ACM)
Product Name: "Perfect Rib"
Product Category: Roofing
Product Sub-Category Metal Roofing
Compliance Method: State Product Approval Rule 9N-3.005 (1) (d) 6 -2—
Product/System "Perfect Rib"
Description: 3/4" Rib Height, 36" wide, 29 gauge Steel roof panel attached to 7/16" OSB or
15/32" Plywood 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. Underlayment
Support: Type:
Wood Structural Panel
(in compliance with applicable sections of FBC Sections 2303.1.4 2304.7.2)
(Design of support system is outside the scope of this evaluation)
Description:
7/16"(nominal) OSB (Oriented Strand Board), or
15/32" (nominal)or greater Plywood
Slope: Minimum slope shall be In accordance with manufacture commendations,
FBC Section 1507.4.2 and applicable code sections.
Performance: Wind Uplift Resistance:
Design Uplift Pressure: METHOD 1: - 67.5 PSF
(Refer to "Table A" attachment details herein) METHOD 2: - 135 PSF
CSUCK Engineering
S SpL clalftj Struc:turc:51 E=rig1nL=L=r1n(;3 CBUCK,Inc.Certificate ofAuthorizotion#8064
=Clle
PL
Evaluation Report
"Perfect Rib"
Metal Roof Assembly
Manufacturer:
American Construction Metals (ACM)
5140 W. Clifton Street
Tampa, Florida 33634
(813) 884-0444
for
Florida Product Approval
# FL 14623.12-RI
Florida Building Code 2010
Per Rule 9N-3
Method: I - D
Category: Roofing
Sub - Category: Metal Roofing
Product: "Perfect Rib" Roof Panel
Material: Steel
Panel Thickness: 29 gauge (min.)
Panel Width: 36" (max.)
Support: OSB or Wood Deck
Prepared by:
James L. Buckner, P.E., SECB
Florida Professional Engineer#31242
Florida Evaluation ANE ID: 1916
Project Manager: Diana Galloway
Report No. 11-193-PR-S90-ER
Date: 11/ 24/ 11
L ��l
Contents: ames L. Buc ner, P.E., SECB
Evaluation Report Pages 1— 10 Florida P.E.#31242
CIBUCK, Inc. ) -z 113111
1399 N. Killian Drive,Suite 4,West Palm Beach,Florida 33403
Phone: (561)491-9927 Fax: (561)491-9928 Website:www.cbuckinc.net
FL#: FL 14623.12-111
Date: 11/24/11
CE3UCK EnQlnesring Report No.: 11-193-PR-S90-ER
Page 3 of 10
S SPL cllalftj Structural E=nc =erlriq MCK,Inc.Certificate of Authorization#8064
=clld .31nL
PL
Performance The product described herein has demonstrated compliance with:
Standards: 4 UL580-06—Testfor Uplift Resistonce of Roof Assemblies
0 U L 1897-98—Uplift testfor roof covering systems
Standards Equivalency: The UL 580-94 & UL 1897-98 standard version used to test the evaluated product
assembly is equivalent with the prescribed standards in UL 580-06 & UL 1897-04
adopted by the Florida Building Code 2010.
Code Compliance: The product described herein has demonstrated compliance with Florida
Building Code 2010, Section 1504.3.2.
Evaluation Report This product evaluation is limited to compliance with the structural
Scope: requirements of the Florida Building Code, as related to the scope section to
Florida Product Approval Rule 9N-3.001.
Limitations and Scope of"Limitations and Conditions of Use"for this evaluation:
Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical
documentation, specifications and installation method(s) which include
"Limitations and Conditions of Use" throughout the report in accordance
with Rule 9N-3.005. Per Rule 9N-3.004, the Florida Building Commission is
the authority to approve products under"Optional Statewide Approval".
• Option for application outside "Limitations and Conditions of Use"
Rule 9N-3.005(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 9N-3, and is therefore not
included in this evaluation.
• This evaluation report does not evaluate the use of this product for use in the
High Velocity Hurricane Zone code section. (Dade & Broward Counties)
Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in
accordance with the Florida Building Code and Rule 9N-3.0005 (3) for
manufacturing under a quality assurance program audited by an approved
quality assurance entity through Keystone Certifications, Inc. (FBC Organizatini"k
ID#QUA 1824).
FL#: FL 14623.12-111
Date: 11/24/11
CBUCK Engineering Report No.: 11-193-PR-S90-ER
Page 4 of 10
S SPeK-_ic5h-tj structurc3l Engineering CBUCK,Inc.Certificate OfAuthorization#8064
P
Components/Materials Roof Panel: Perfect Rib
(by Manufacturer): Material: Steel
Thickness: 29 Gauge (min.)
Panel Widths: 36" (max.) Coverage
Rib Height: 3/4"
Yield Strength: 50 ksi (min.)
Corrosion Resistance: Per FBC Section 1507.4.3
Fastener:
Type: Hex-washer Head Wood Screw
Size : #10 x 1-1/2"
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: Per ANSI/ASM E 1318.6.1
Underlayment:
Per roofing manufacturer's guidelines in compliance with FBC Section 1507.4.5.
Installation: installation Method:
(Refer to "TABLE A" below and drawings on Pages 6-10 of this evaluation
report.)
• Fastener Spacing along Row: Refer to Drawings on Page 6-10
(along the row, with fasteners attached in the panel flats, and a fastener on
each side of panel laps)
• Row Spacing: Refer to "TABLE A" Below
(along the length of the panel)
• 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"
METHO 1: METHOD 2:
Design Pressure: 67.5 PSF - 135 PSF
Row Spacing: 18"o.c. 12" o.c.
Fastener Spacing Along Row: �eer to�Drawinggs Refer to Drawings
Pg 7&8 Pg 9& 10
�ZA
Install the "Perfect Rib" roof panel assern y in compliance with the installatic(
method listed in this report ani applicable code sections of FBC 2010., Q�p j,
installation method described herein is in accordance with the scope4afthis
evaluation report. Refer to manufacturer's installation instructfoii't-'�'a's a
supplemental guide for attachment.
FL#: FL 14623.12-RI
Date: 11/24/11
CSUCK EnglnesrinQ Report No.: 11-193-PR-S90-ER
Page 5 of 10
S SPL claittj Structural EnglineLmrig CBLICK,Inc.Certificate of Authorization#8064
=C1
PL
Referenced Data: I. UL 580-94/1897-98 Uplift Test
By PRI Construction Materials Technologies, LLC.
(FBC Organization ID#TST: 5878)
Report#ACM-005-02-01, Dated 5/12/11
1. Quality Assurance
Keystone Certifications, Inc. (FBC Organization IN QUA 1824)
ACM Licensee#761
2. Equivalency of Test Standard Certification
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization #ANE 1916)
3. Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization #ANE 1916)
C
FL#: FL 14623.12-Rl
Date: 11/24/11
CE3UCK Engineering Report No.: 11-193-PR-S90-ER
Page 6 of 10
SPL clafti Structural r=n(21nL=L=r1nQ CSUCK,Inc.Certificate ofAuthorization#8064
=Cld
[",SPL
Installation Method
American Construction Metals (ACM)
"Perfect Rib" (29 ga. min.) Roof Panel Attached to OSB
36 in. Coverage Width
9 in. 9 in. T- 18 in.
Typical Panel Profile
FL#: FL 14623.12-RI
Date: 11/24/11
CBUCK Engineering Report No.: 11-193-PR-S90-ER
Page 7 of 10
r SPEN--laftj Structurc5t E=ncjlnL=L=rincj CBUCK,Inc.Certificate of Authorization#8064
=P le —
Installation Method
American Construction Metals (ACM)
"Perfect Rib" (29 ga. min.) Roof Panel Attached to 0S13
METHOD 1
36"Coverage
#10 x 1-112"HWH Screw(Both sides of Laps)
Side Laps:
#14 x 7/8"HWH Screw
"Perfect Rib"Panel "Perfect Pjb"Panel
(Underlap) (Overlap)
#9 HWH Screw
#10 x 1-1/2"
HWH Screw 7/16"OSB,or
15/32"Plywood
Typical Panel Assembly
Section View
- Z� - <§
TABLE"A"
METHOD 1: METHOD 2-
Design Pressure: -67.5 PSF 135 PSF
Row Spacing: 18"o.c. 12" o.c.
Fastener Spacing: Refer to Drawings Refer to Drawings
Pe-7 Q. 0 Pg 9& 10
FL#: FL 14623.12-RI
Date: 11/24/ 11
CE3UCK EnQlneerin Report No.: 11-193-PR-S90-ER
Page 8 of 10
S SPL r-1c3iftj Struc:turc3l &n(:J1nL=L=r1nc;) CBUCK,Inc Certificate of Authorizotion#8064
PL Cie
Installation Method
American Construction Metals (ACM)
"Perfect Rib" (29 ga. min.) Roof Panel Attached to 0S13
METHOD I
Panel to Deck:
#10 X 1-112" HWH Screw
Sidelaps: "Perfect Rib"
#14 X 7/8" HWH Screw Roof Panel
-----------
-A
36"
7/16" OSB, or
15/32" or greater, Plywood
Typical Roof Assembly
Isometric View
TABLE"A"
METHOD 1: METHOD 2:
Design Pressure: 67.5 PSF - 135 PSF
Row Spacing: 18" o.c. 12" o.c.
Refer to Drawings Refer to Drawings
Fastener Spacing: Pg 7 &8 Pg 9 & 10
FL#: FL 14623.12-R1
Date: 11/24/ 11
CE3UCK Engineering Report No.: 11-193-PR-S90-ER
Page 9 of 10
S Spen--ialftj Structurc:51 &nCj1nE-L=r1nq CBUCK,Inc.Certificate ofAuthorization#8064
P I-e
Installation Method
American Construction Metals (ACM)
"Perfect Rib" (29 ga. min.) Roof Panel Attached to CISB
METHOD 2
36"Coverage
91, 9'. 9.
#10 x 1-112"HWH Screw(Both sides of Laps)
ns��
Side Laps:
#14 x 7/8"HWH Screw
"Perfect Rb"Panel "Perfect F?ib"Panel
(Underlap) (Overlap)
#9 HWH Screw
#10 x 1-112"
HWH Screw 7/16"OSB,or
15/32"Plywood
Typical Panel Assembly
Section View
TABLE"A"
METHOD 1: METHOD 2:
Design Pressure: 67.5 PSF - 135 PSF
Row Spacing: 18" o.c. 12" O.C. C§
Fastener Spacing: Refer to Drawings Refer to Drawings
Pg 7&8 Pg 9 & 10
FL#: FL 14623.12-RI
Date: 11/24/11
CEBUCK EnQlneerinQ Report No.: 11-193-PR-S90-ER
Page 10 of 10
S SPL c:laltLj Structural E:nc2lnL=L=rinCj CBUCK,Inc.Certificate of Authorization#80640
=cl-e
PL
Installation Method
American Construction Metals (ACM)
"'Perfect Rib" (29 ga. min.) Roof Panel Attached to OSB
METHOD 2
Panel to Deck:
#10 X 1-112" HWH Screw
Sidelaps: "Perfect Rib"
#14 X 7/8" HWH Screw Roof Panel
V
C)
,A
V
------------- ...... .. ......
-----------......
36"
7/16"OSB, or
15/32" or greater, Plywood
Typical Roof Assembly
Isometric View
TABLE"A"
METHOD 1: METHOD 2:
Design Pressure: 67.5 PSF - 135 PSF
Row Spacing: 18"ox. 12"ox.
Fastener Spacing: Refer to Drawings Refer to DraWhg's,
Pg 7&8 Pg 9& 10-
Page I of 4
FLOkICA WAATMENT 09
Business & Professional Regulation
rA=
Tentd SCIS Home : Log In . User Registration Hot Topics Submit Surcharge Stats&Facts Publications FSC Staff BCIS Site Map Links Search
Busines
Product Approval
Profess&' al USER:Public User
PrQQuct Approval Menu P[QjUrt or Application Search I Application Lis >Application Detail
FL#
FL14623-RI
Application Type Revision
Code Version 2010
Application Status Approved
Comments
Archived
Product Manufacturer American Construction Metals(ACM), a division of ABC Supply
Company,Inc.
Address/Phone/Email 5140 W.Clifton St.
Tampa,FL 33634
(813)884-0444 Ext 216
lyle.Pestow@abcsupply.com
Authorized Signature James Buckner
jimmy@cbuckinc.net
Technical Representative Lyle Pestow
Address/Phone/Email 5140 W.Clifton Street
Tampa, FL 33634
(813)884-0444
Lyle.Pestow@abcsupply.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed James L. Bucker, P.E.@ CBUCK Engineering
the Evaluation Report
Florida License PE-31242
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 12/31/2015
Validated By Steven M. Urich, PE 1A
V Validation Checklist-Hardcopy Received
Certificate of Independence FL14623 RI COI Cert0fIndep.pdf
,'�v
Referenced Standard and Year(of Standard) Standard r
UL 1897 004
UL580 2006
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL14623 R1 Eauiv Test Standard Eouiv.r)df
Sections from the Code
https:Hfloridabuildinc,.org/pr/pr app dtl.aspx?param=wGEVXQwtDqsw8ZVNfe8A7cEre... 6/17/2015
Page 2 of 4
Product Approval Method Method 1 Option D
Date Submitted 12/13/2011
Date Validated 12/16/2011
Date Pending FBC Approval 12/25/2011
Date Approved 01/31/2012
Summary of Products
IFIL# Model,Number or Name Description
14623.1 01-" 1"KenLOC" 26 gauge Steel roof panel attached to Plywood Deck
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14623 R1 11 1 1.OKenLOC 26ga WoodDeck EVALREPORT.pd
Approved for use outside HVHZ:Yes Verified By:James L.Buckner,P.E. @ CBUCK,Inc P.E. #31242
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-30 Evaluation Reports
Other:Refer to Evaluation Report for Conditions FL14623 RI AE I 1.OKenLOC 26ga WoodDeck EVALREPORT.r)d
&Limitations of Use.Refer to manufacturer's Created by Independent Third Party:Yes
installation instructions as a supplemental guide.
14623.2 02-"1-1/2"KenLOC" 26 gauge Steel roof panel attached to Plywood Deck
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14623 R1 11 2 1.5KenLOC 26ga WoodDeck EVALREPORT.Dd
Approved for use outside HVHZ:Yes Verified By:James L.Buckner,P.E. @ CBUCK,Inc P.E. #31242
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure: +N/A/-30 Evaluation Reports
Other:Refer to Evaluation Report for Conditions FL14623 R1 AE 2 1.5KenLOC 26ga WoodDeck EVALREPORT.pd
&Limitations of Use. Refer to manufacturer's Created by Independent Third Party: Yes
installation instructions as a supplemental guide. ,
14623.3 i 03-"1"StayLOC" 26 gauge Steel roof panel attached to Plywood Deck
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14623 R1 11 3 1.05tayLOC 26ag WoodDeck EVALREPORT.pd
Approved for use outside HVHZ:Yes Verified By:James L.Buckner,P.E.@ CBUCK,Inc P.E. #31242
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure: +N/A/-30 Evaluation Reports
Other:Refer to Evaluation Report for Conditions FL14623 R1 AE 3 1.0StavLOC 26aa WoodDeck EVALREPORT.Dclf
&Limitations of Use.Refer to manufacturer's Created by Independent Third Party: Yes
installation instructions as a supplemental guide. 1
14623.4 :[E����26 Gauge Steel roof panel attached to Plywood Deck
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14623 R1 Il 4 1.5StavLOC 26oa WoodDeck EVALREPORT.od
Approved for use outside HVHZ:Yes Verified By:James L.Buckner,P.E. @ CBUCK,Inc P.E. #31242
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure: +N/A/-30 Evaluation Reports
Other: Refer to Evaluation Report for Conditions FL14623 R1 AE 4 1.5StayLOC 26ga WoodDeck EVALREPORT.Dcl
&Limitations of Use.Refer to manufacturer's Created by Independent Third Party: Yes
Installation instructions as a supplemental guide.
14623.5 05-"1"Stayl-OC" 0.032"Aluminum roof panel attached to Plywood Deck
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14623 R1 11 5 1.OStayLOC 032AIum WoodDeck EVALREPORT.i)df
Approved for use outside HVHZ:Yes Verified By:James L.Buckner,P.E. @ CBUCK,Inc P.E. #31242
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/Al-30 Evaluation Reports
Other:Refer to Evaluation Report for Conditions FL14623 R1 AE 5 1.OStayLOC 032AIum WoodDeck EVALREPORT.1)df 1A,
&Limitations of Use.Refer to manufacturer's Created by Independent Third Party:Yes
installation instruc tions as a supplemental guide. , i :a
14623.6 06-" 1-1/2"StayLOC" 0.032"Aluminum roof panel attached to Plywood Deck
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14623 R1 11 6 1.5StayLOC 032AIum WoodDeck EVALREPO
Approved for use outside HVHZ:Yes Verified By:James L.Buckner,P.E.@ CBUCK,Inc P.E. 3 21
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure: +N/A/-30 Evaluation Reports
Other:Refer to Evaluation Report for Conditions FI-14623 R1 AE 6 1.5StayLOC 032AIum WoodDeck EVAL PORT.pdf
&Limitations of Use.Refer to manufacturer's Created by Independent Third Party: Yes
installation instructions as a supplemental guide.
1
14623.7 07-"5V Crimp" 29 gauge Steel roof panel attached to 7/16"OSB or 15/32"Plywood
with screws attached in panel flats
https://floridabuilding.org/pr/P�_app_dtl.aspx?param=wGEVXQwtDqsw8ZVNfe8A7cEre... 6/17/2015
LIMIU111r, X-1111111V Page 3 of 4
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14623 R1 11 7 5V 29ga QSB EVALREPORT.pdf
Approved for use outside HVHZ:Yes Verified By:James L. Buckner, P.E.@ CBUCK,Inc P.E. #31242
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +N/A/-90 max. Evaluation Reports
Other: Refer to Evaluation Report for Conditions FL14623 R1 AE 7 5V 29ga QSB EVALREPORT.Ddf
&Limitations of Use. Refer to manufacturer's Created by Independent Third Party: Yes
installation instructions as a supplemental guide.
29 gauge Steel roof panel attached to 7/16"OSB or 15/32"Plywood
with screws attached in panel crowns
14623.8 08-"5V Crimp"
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14623 R1 11 8 5V 29ga CSB EVALREPORT.ricl
Approved for use outside HVHZ:Yes Verified By: James L. Buckner,P.E. @ CBUCK,Inc P.E. #31242
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +N/A/-45 Evaluation Reports
Other: Refer to Evaluation Report for Conditions FL14623 R1 AE 5 5V 29ga QSB EVALREPORT.I)df
&Limitations of Use. Refer to manufacturer's Created by Independent Third Party: Yes
installation instructions as a supplemental guide. ,
14623.9 09-"5V Crimp" 26 gauge Steel roof panel attached to 15/32"Plywood with screws
attached in panel flats
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14623 RI 11 9 5V 26aa WoodDeck EVALREPORT.c)df
Approved for use outside HVHZ:Yes Verified By: James L. Buckner,P.E. @ CBUCK,Inc P.E. #31242
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure: +N/A/-92 Evaluation Reports
Other: Refer to Evaluation Report for Conditions FL14623 R1 AE 9 5V 26cla WoodDeck EVALREPORT.r)d
&Limitations of Use. Refer to manufacturer's Created by Independent Third Party: Yes
installation instructions as a supplemental guide.
14623.10 10-"5V Crimp" 26 gauge Steel roof panel attached to 19/32"Plywood with screws
attached in panel flats
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14623 R1 11 10 5V 26aa WoodDeck -EVALREPORT.[)d
Approved for use outside HVHZ:Yes Verified By: James L. Buckner, P.E. @ CBUCK,Inc P.E. #31242
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure: +N/A/-187.5 Evaluation Reports
Other:Refer to Evaluation Report for Conditions FL14623 R1 AE 10 5V 26ga WoodDeck -EVALREPORT.i)d
&Limitations of Use. Refer to manufacturer's Created by Independent Third Party: Yes
installation instructions as a supplemental guide.
14623.11 26 gauge Steel roof panel attached to 19/32"Plywood with screws
attached in panel crowns
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14623 R1 11 11 5V 26aa WoodDeck -EVALREPORT.L)df
Approved for use outside HVHZ:Yes Verified By:James L. Buckner, P.E. @ CBUCK,Inc P.E. #31242
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +N/A/-232.5 Evaluation Reports
Other: Refer to Evaluation Report for Conditions FL14623 R1 AE 11 5V 26Qa WoodDeck -EVALREPORT.I)d
&Limitations of Use. Refer to manufacturer's Created by Independent Third Party: Yes
installation instruc tions as a supplemental guide. 44:7ff--�
14623.12 12-"Perfect Rib" 29 gauge Ste�roof panel attached to 7/16"OSB or 15/32"Plywood
with sca��
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14623 R1 11 12 PerfectRib 29cia OSB -EVALREPORT.i)d
Approved for use outside HVHZ:Yes Verified By:James L. Buckner, P.E. @ CBUCK, Inc P.E. #31242
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure: +N/A/-135 Evaluation Reports
Other: Refer to Evaluation Report for Conditions FL14623 R1 AE 12 PerfectRib 29ga OSB -EVALREPORT.i)df
&Limitations of Use. Refer to manufacturer's Created by Independent Third Party: Yes
installation instructions as a supplemental guide. ,
14623.13 13-"Perfect Rib" 26 gauge Steel roof panel attached to 15/32"Plywood with screws
I -
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14623 RI 11 13 PerfectRib 26ga WoodDeck EVALREPORT.ycl
Approved for use outside HVHZ:Yes Verified By: James L. Buckner,P.E. @ CBUCK,Inc P.E. #31242
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure: +N/A/-99 max. Evaluation Reports
Other:Refer to Evaluation Report for Conditions FL14623 R1 AE 13 PerfectRib 26cia WoodDeck EVALREPORT.odf
&Limitations of Use. Refer to manufacturer's Created by Independent Third Party: Yes
installation instructions as a supplemental guide. r
14623.14 14-"1-1/2"MechLOC" 24 gauge Steel roof panel attached to 15/32"Plywood withX 'I lips
Limits of Use Installation Instructions %e �"
Approved for use in HVHZ: No FL14623 R1 11 14 1.5MechLOC 24oa WoodDeck -IEV��4PQRT.gdf
Approved for use outside HVHZ:Yes Verified By:James L. Buckner, P.E. @ CBUCK,ln�,15,1!,"*'31242
littps://tloi-idabtiildincy.org/pi-/pi- app dtl.aspx?parain=wGEVXQwtDqsw8ZVNfe8A7cEre... 6/17/2015
MW
I lullua Ljulluillr, %-,Lpuc; kJ111111r, Page 4 of 4
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure: +N/A/-86 Evaluation Reports
Other:Refer to Evaluation Report for Conditions FL14623 RI AE 14 1.5MechLOC 24cia WoodDeck -EVALREPORT.r)df
&Limitations of Use. Refer to manufacturer's Created by Independent Third Party: Yes
installation instructions as a supplemental guide.
14623.15 15-"1-1/2"MechLOC" 24 gauge Steel roof panel attached to Steel Deck with panel clips
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14623 RI 11 15 1.5MechLOC 24aa SteelDeck -EVALREPORT.odf
Approved for use outside HVHZ:Yes Verified By:James L. Buckner, P.E.@ CBUCK,Inc P.E. #31242
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure: +N/A/-86 Evaluation Reports
Other: Refer to Evaluation Report for Conditions FL14623 R1 AE 15 1.5MechLCC 24ga SteelDeck -EVALREPORT.I)df
&Limitations of Use.Refer to manufacturer's Created by Independent Third Party:Yes
installation instructions as a supplemental guide.
Contact U ::1940 North Monroe Street,Tallahassee FL 32399 Phone,850-487-182
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statemen ::Accessibility Statemen ::Refund Statemen
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a pubfic-records request,do notsend
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuantto
Section 455.275(l),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
IMMEM
securit"ti,tuiL,
https:Hfloridabuilding.org/pr/pr_app—dtl.aspx?param=wGEVXQwtDqsw8ZVNfe8A7CEre... 6/17/7 0 1