266 MAGNOLIA ST ROOF CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5814
ROOF PERMIT
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
JOB INFORMATION:
Job ID: 15-ROOF-1918
Job Type: ROOF PERMIT
Description: REROOF
Estimated Value: $7,500.00
Issue Date: 8/12/2015
-Expiration Date: 2/8/2016
PROPERTY ADDRESS:
Address: 266 MAGNOLIA ST
RE Number: 170533-0000
PROPERTY OWNER:
Name: HOFFMAN, ROSALIND S
Address: 266 MAGNOLIA ST
GENERAL CONTRACTOR INFORMATION:
Name: JUSTIN LARSEN CONSTRUCTION INC
Address: POBOX1942 LIC # BELOVV4 GERALD GOLLOBIT
Phone: 904-327-4311
FEES:
BUILDING PERMIT FEE $87.50
STATE DCA SURCHARGE $2.00
STATE DBPR SURCHARGE $2.00
Total Payments: $91.50
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: .2(.j�. VIAj.%4*14^ A Permit Number:
Legal Description jo—tr IC-2.5--Zfig Sg%*,j —
_,e 5e-t- 1 Parcel #
F oor Area of S q-.F t.
Valuation of Work Proposed Wo h6ated/cooled non-heated/cooled
-7160i)
4
ji! )— Wo
Class of Work(circle one;- New Addi on 'A—lte--on
ration epair �kemolition Pool/spa window/door
Use of existing/proposed structure(s) (circle one Commer ial esidential
If an existing structure,is a fire sprinkler syste installed? (Ci cle one�):Ces 0 N/A
Florida Product Approval #
For multiple products use�roduct�app—ro—vaFf-o—rm
2
Describe in detail the type of work to be performed:
PrODerty Owner Information:
Name: Ck &r 'ddress:
city V,
15�: telt
ate f
E-Mail or Fax#(optional)— 4Zip 39-a�3-�Phone
Contractor Informatinn- CONTRACTOR EMAIL ADDRESS:
Company Name. %64W....
Address:LE6,30, Qualifying Agent
1rH--!�C-C Cityl"IM0140 State zip Im t4tp
,W P Z
Office Phone - 3 7-4,su Job Site/Co tact Num er Fax#
State Certification/Registration# Or C 13Z ?S-qi
Architect Name&Phone#
Engineer's Name&Phone
Fee Simple Title Holder
Bonding Company Name and Address
Mortgage Lender Name and Address
P c �is he eb de I 'ai a e .1 to d 'he work a d ns a a nd, a d ert'Ythat no work or installation has commencedprior to the
ati y ma 0 1 m' t on f
r r 0 n i s c Ic
f
bep 0 ed to mZ �stan� ds a e atin n u in thisjurisdiction. Thispermit becomes null
11 0 r 0' pi e m r u'
Ap
s a ce a per andtha a work w
w tr ct'
an 0 0�or aWeriod of sixj(6)months at any time after
'x ru g,ac�b d ne�
is e 'u ended 0
u n 0 mi' r t a 0
0 w th s m t s 0,
and id, o'k-s not c m n d in 6 nh i I c t cton 0 rk
'o c men c' ( 0 0 rw
c 's n t at s P, t,p rmis mu t secure f
0 1,c W P,
r, or , U I g,S1 S,
Ta k a 0 ,C ed nde ta d e ra e bes d E t ea k n gn ells,Pools, Aurnaces,Boileis,Heaters,
nj 0 10 S,et
'I! r
nks A n� ne C.
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
COMMENCEMENT.
I hereb,certify that I have read and examined this qpplication and know the same to be true and correct. Allprovisions of laws and ordinq c overnin this
j
�ype o work will be cmnplied with whether specO-ed herein or not. The granting of a permit does not presume to give autWity to v r cance the
grovisions of any otherfederal,state, or local aw,regulating construction or the PeFformance ofconstruction.
Signature of Contracto
5ignature of Owner
)rint Name ................................................. PrintName
'3efore me Before me
n get,
re
-lis 10%Day of 20 this 7#h-Day of
............... SEN
SCHALEASE LARSEN
:.- MYCOMMISSIO
ublic —0MMISSKW#FF02M1
-,W-- N#FF022491
Totary P MYC
;,.. 1�op-t�aryPul`lic
& EXPIRE ay
lili EXPIRES May 30,2017 �1.
I FlorldallotaryService.com j40D W;gal F�.odp 0M
_nrT. !M&1ySGrVi08.0
NTJ)TfCE OF COMMENCEMENT
State of �IDUa�A, County of Tax Folio No.
To Whom It May Concern:
The undersigned hereby informs You that iPaprovements will be made to c rtain real property, d in accordance with
the Florida Statutes,the following e an Section 713 of
information is stated in this NOTICE OF COMMENCEMENT.
Legal Description Of Property being improved:-(0-? zlw: 34*0",-
Address of property being improved:
General description of improvements: C. (,r,%14
Owner:
Address:
A444AA
Owner's interest i site of the improvement:
Fee Simple Titleholder(if other than owner):
Name:
Contractor: T—F— L a
Address:
M40C..�or'-.5 t%0%
Telephone No.: Fax No:
Surety(if any) YN(—
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 Flojic.-::. !)ther 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 u ess a different date is
specified):_ nI
THIS SPACE FOR RECORDER'S USE ONLY OWNER
Signed: Date:—g,\-,\
Before me this..jk.�ft day of th C unty of Duval State
Doc;#2015184810,OR BK 17265 Page 1719, Of Florida,has Personally appeared I)ero6,,
Number Pages:I Personally Know
Recorded 08/12t2015 at 08:51 AM, i7roduced Identi-fincition: or
Ronnie Fussell CLERK CIRCUIT COURT DUVAL Notary Public:
COUNTY
My Commission"pires:
RECORDING$10.00
'Wt pu
-----....... S N
MY COMMISSION#FF022491
EXPIRES May 30.2017
(407)398-0153 FloridallotaryServicexom
FIL#: FIL 14623.12-RI
Date: 11/24/11
Report No.: 11-193-PR-S90-ER
Page 2 of 10
r SCX-ClcBltLJ StrUC:tUrc9i r=nc;jinL=c=mnq CBUCK,Inc.Certificate of Authorization#8064
f = CIC
Manufacturer: American Construction Metals (ACM)
Product Name: "Perfect Rib" rs.
Product Category: Roofing
Product Sub-Category Metal Roofing
Compliance Method: State Product Approval Rule 9N-3.00S (1) (d)
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:
I. Roof Panel
2. Fasteners
I 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:
0 7/16"(nominal) OSB (Oriented Strand Board), or
0 15/32"(nominal)or greater Plywood
Slope: Minimum Slope shall be in accordance with manufacture le-commendations,
FBC Section 1507.4.2 and applicable code sections.
Performance: Wind Uplift Resistance:
Design Uplift Pressure: METHOD 1: - 67.S PSF
(Refer to"Table A"attachment details herein) METHOD 2: - 13S PSF
CSUCK EnQ1neer1nQ
S SpL-c:1c31tLj Struczturc5l E=f-iq1f-w=L=r1ncj CBUCK,Inc.Certificote ofAuthorizotion#8064
=.Cie
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-Rl
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: OSI3 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
Contents: Wames L. Buc ner, P.E., SECIB
Evaluation Report Pages 1— 10 Florida P.E.# 31242
CBUCK, Inc. ) Z113111
1399 N. Killian Drive,Suite 4,West Palm Beach,Florida 33403
Phone: (561)491-9927 Fax: (561)491-9928 Website:www.cbuckinc.net
FIL M FIL 14623.12-Rl
Date: 11/24/11
CE3UCK &nQ1nee=r1nQ Report No.: 11-193-PR-S90-ER
Page 3 of 10
afti Structural Enc.31neering CBUCK,Inc.Certificate of Authorization#8064
Specie
Performance The product described herein has demonstrated compliance with:
Standards: 0 UL580-06—Testfor Uplift Resistance of Roof Assemblies
0 UL 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 Condition's 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 Organizati I
ID#QUA 1824).
FL#: FL 14623.12-111
Date: 11/24/11
CE3UCK Engineering Report No.: 11-193-PR-S90-ER
N_ Page 4 of 10
spearnallftj structurall encwneerinq CBUCK,Inc.Certificate ofAuthorization#8064
Com pone nts/Mate ria Is 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/ASME 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)
• RowSpacing: 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
METHOIJ'1: METHOD 2:
Design Pressure: 67.5 PSF - 135 PSF
Row Spacing: 18"o.c. 12"o.c.
Fastener Spacing Along R ��e e:r to Drawings Refer to Drawings
Pg 7 &8 Pg9& 10
Install the "Perfect Rib" roof panel a�ssem y�in co�mphan=ewith�the i'nstallation
method listed in this report and applicable code sections of FBC 2010. The
installation method described herein is in accordance with the scop his
evaluation report. Refer to manufacturer's installation instru�ti6 as a
supplemental guide for attachment.
FL#: FL 14623.12-111
Date: 11/24/11
CE3UCK &OnglneerinQ Report No.: 11-193-PR-S90-ER
Page 5 of 10
SimL clairti Structural EngineerfrQ CBUCK,Inc.Certificate of A uthonwtion 418064
=C:1
Referenced Data: 1. 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. (F13C Organization ID#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)
FL#: FL 14623.12-RI
Date: 11/24/11
CE3UCK EnglneerinQ Report No.: 11-193-PR-S90-ER
Page 6 of 10
S SPL claftj Structural Enc2lnexerinq CSUCK,Inc.Certificate of Authorization#8064
=Cle
PL
Installation Method
American Construction Metals (ACM)
"Perfect Rib" (29 ga. min.) Roof Panel Attached to OSB
36 in.Coverage Width
9 in. 9 in. 18 in.
Typical Panel Profile
FL#: FL 14623.12-RI
Date: 11/24/11
CSUCK EnigineerInQ Report No.: 11-193-PR-S90-ER
Page 7 of 10
S SpL alc5iftj Strur—turat r=nq1nL=L=r1nq CBUCK,Inc.Certificate of Authorization#8064
=ale
PL
Installation Method
American Construction Metals (ACM)
"Perfect Rib" (29 ga. min.) Roof Panel Attached to OSB
METHOD 1
36"Coverage
—;-7—91- --------------------- 911 -----------
#10 x 1-112"H W1VH Screw(Both sides of Larps)
Side Laps:
#14 x 7/8"HWH Screw
"Perfect Rb"Panel "Perfect FRib"Panel
(Underlap) (Overlap)
#9 HWH Screw
#10 x 1-112"
HV\/Fi Screw 7/16"OSB,or
15/32"Plywood
Typical Panel Assembly
Section View
TABLE"A"
METHOD 1: METHOD 2: C§
Design Pressure: 67.5 PSF - 135 PSF
Row Spacing: 18" o.c. 12" o.c.
Fastener Spacing: Refer to Drawings Refer to Drawings
Pg 7 &8 Pg 9& 10
FL#: FL 14623.12-Rl
Date: 11/24/11
CE3UCK EngineerInQ Report No.: 11-193-PR-S90-ER
Page 8 of 10
Sp C51ftj Structurc5l (=nqln CBUCK,Inc.Certificote of A uthorizotion#8064
Installation Method
American Construction Metals (ACM)
"Perfect Rib"' (29 ga. min.) Roof Panel Attached to OSB
METHOD I
Panel to Deck:
#10 X 1-1/2" HWH Screw
Sidelaps: "Perfect Rib"
#14 X 7/8" HWH Screw Roof Panel
IV
0
A
0 A\
0
A
------------ ......---------------
X)---- ---------------- ...... --------------
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.
Fastener Spacing: Refer to Drawing� efer to Drawin
Pg 7&8 Pg 9
FL#: FL 14623.12-RI
Date: 11/24/ 11
CBUCK EnQlneerinQ Report No.: 11-193-PR-S90-ER
Page 9 of 10
S spen--laftj Structural &nq1nL=L=r1nq CBUCK,Inc.Certificate of Authorization#8064
)p le
Installation Method
American Construction Metals (ACM)
"Perfect Rib" (29 ga. min.) Roof Panel Attached to CISB
METHOD 2
36"Coverage
9" 91- ---------
#10 x 1-112"HWH Screw(Both sides of Laps)
Side Laps:
#14 x 7/8"HWH Screw
"Perfect F?jb"Panel "Perfect F?ib"Panel
(Undedap) (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.
Refer to Drawings
Refer to Drawings
Fastener Spacing: Pg 7&8 Pg 9& 10
FL#: FL 14623.12-Rl
Date: 11/24/ 11
CE3UCK Enigineering Report No.: 11-193-PR-S90-ER
Page 10 of 10
SPL=r-1c31ftj Structurcsi &nq31nL=L-r1nc;j CBUCK,Inc.Certificate of Authorization#8064
Installation Method
American Construction Metals (ACM)
"Perfect Rib" (29 ga. min.) Roof Panel Attached to 0S13
METHOD 2
Panel to Deck:
#10 X 1-112" HWH Screw
Sidelaps: "Perfect Rib"
#14 X 7/8" HWH Screw Roof Panel
.0
0
-0
A
P
------------
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" ox.
Refer to Drawings Refer to Dra\�ings
Fastener Spacing: Pg 7 &8 Pg 9 & 10
Page I of 4
FLCP,'OA GOARTMONT O�
Business & Professional Regulation
&=
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Profess&ai 4USER:Public User
Rep b-it'jiM
Product Approval Menu�PrQduct 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
Validation Checklist-Hardcopy Received
Certificate of Independence FL14623 R1 COI CertOfIndep.pdf
Referenced Standard and Year(of Standard) Standard
UL 1897 004
UL 580 2006
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL14623 R1 Eauiv Test Standard Ecuiv.pdf
Sections from the Code
https:Hfloi-idabuilding.org/pr/pr—app_dtl.aspx?param=wGEVXQwtDqsw8ZVNfc8A7cEre... 6/17/2015
%-VU�., 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
I
FL# Model,Number or Name Description
14623.1 1.
26 gauge Steel roof panel attached to Plywood Deck
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14623 RI 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/Al-30 Evaluation Reports
Other.Refer to Evaluation Report for Conditions FL14623 R1 AE 1 1.0KenLOC 260a WoodDeck EVALREPORTxdf
&Limitations of Use.Refer to manufacturer's Created by Independent Third Party:Yes
installation instructions as a supplemental guide.
14623.2 i 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 26cia WoodDeck 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/-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 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 1.0StavLOC 26cia WoodDeck EVALREPORT.Ddf
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 3 1.0Stav1-0C 26cia WoodDeck EVALREPORT.pdf
&Limitations of Use. Refer to manufacturer's Created by Independent Third Party:Yes
installation instructions as a supplemental guide.
-1 --
14623.4 1 04-"1-1/2"StayLOC" 26 Gauge Steel roof panel attached to Plywood Deck
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14623 R1 11 4 1.5StavLOC 26aa WoodDeck EVALREPORT.Ddf
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 1.5StavLOC 26ga WoodDeck EVALREPORT.pd
&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 1.0StayLOC 032Alum WoodDeck 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/-30 Evaluation Reports
&Limitations of Use.Refer to manufacturer's Created by Independent Third Party: Yes
Other:Refer to Evaluation Report for Conditions FL14623 RI AE 5 1.0StayLOC 032Alum WoodDeck EVALREPORT.ndf
installation instructions as a supplemental guide.
14623.6
1 06-"1-1/2"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 6 1.5StavL0C 032Alum WoodDeck EVALREPOOG��;
Approved for use outside HVHZ:Yes Verified By:James L.Buckner,P.E. @ CBUCK,Inc P.E. #312)
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 6 1.5StayLOC 032Alum WoodDeck EVAL PORT.[)df
&Limitations of Use.Refer to manufacturer's Created by Independent Third Party: Yes
installation instructions as a supplemental guide.
T--
14623.7 07-"5V Crimp" 29 gauge Steel roof panel attached to 7/16"OSB or 15/32"Plywo
I I with screws attached in panel flats tJ
https://floridabuilding.org/pr/P�_app_dtl.aspx?param=wGEVXQwtDqsw8ZVNfe8A7cEre... 6/17/2015
"LLMA111r, %-vuc; kJ111111c; Page 3 ol'4
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14623 R1 11 7 5V 29ga QSB EY6LREPORT.r)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-90 max. Evaluation Reports
Other:Refer to Evaluation Report for Conditions FL14623 RI AE..7 5V 29cla OSB EVALREPORT.pdf
&Limitations of Use. Refer to manufacturer's Created by Independent Third Party: Yes
installation instructions as a supplemental guide. 1
29 gauge Steel roof panel attached to 7/16"OSB or 15/32"Plywood
14623.8 1�sy—Cr1mp- with screws attached in panel crowns
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14623 R1 11 8 5V 29ga OSB 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/-45 Evaluation Reports
Other: Refer to Evaluation Report for Conditions FL14623 R1 AE 8 5V 29aa QSB EVALREPORT.od
&Limitations of Use.Refer to manufacturer's Created by Independent Third Party: Yes
installation instructions as a supplemental guide.
14623.9 —[W7�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 R1 11 9 5V 26ga WoodDegk 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/-92 Evaluation Reports
Other:Refer to Evaluation Report for Conditions FL14623 R1 AE 9 5V 260a WoodD?Ck EVALREPORT.Dd
&Limitations of Use.Refer to manufacturer's Created by Independent Third Party: Yes
installation instructions as a supplemental guide.
4
14623.10 10-"5V Crimp" 26 gauge Steel roof panel attached to 19/32"Plywood with screws
I attached in panel flats
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14623 R1 11 10 5V 26aa 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/-187.5 Evaluation Reports
Other:Refer to Evaluation Report for Conditions FL14623 R1 AE 10 5V 26cla WoodDeck -EVALREPORT.r)df
&Limitations of Use.Refer to manufacturer's Created by Independent Third Party:Yes
installation instructions as a supplemental guide.
1
14623.11 11-"5V Crimp" 26 gauge Steel roof panel attached to 19/32"Plywood with screws
I attached in panel crowns
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14623 R1 11 11 5V 26aa WoodDeck -EVALREPORT.Ddf
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 260a WoodDeck -EVALREPORT.Ddf
&Limitations of Use.Refer to manufacturer's Created by Independent Third Party:Yes
installation instructions as a supplemental guide.
14623.12 12-"Perfect Ri 29 gauge Ste
with sc A roof panel attached to 7/16"OSB or 15/32"Plywood
I Tos'
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14623 R1 11 12 PerfectRib 29aa OSB -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/Al-135 Evaluation Reports
Other:Refer to Evaluation Report for Conditions FL14623 R1 AE 12 PerfectRib 29ga QSB -EVALREPORT.pd
&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
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14623 R1 11 13 PerfectRib 26oa 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/-99 max. Evaluation Reports
Other:Refer to Evaluation Report for Conditions FL14623 R1 AE 13 PerfectRib 26ga WoodDeck EVALR�EP�QIRTJ, df
&Limitations of Use.Refer to manufacturer's Created by Independent Third Party:Yes r6
installation instructions as a supplemental guide.
14623.14 14-"1-1/2"MechLOC" 24 gauge Steel roof panel attached to 15/32"Plywood withAp 'I lips
Limits of Use Installation Instructions (I I
Approved for use in HVHZ:No FL14623 R1 11 14 1.5MechLOC 24 a WoodDeck 4V �a�PQRT.odf
Approved for use outside HVHZ:Yes Verified By: James L. Buckner, P.E. @ CBUCK,In f-,-11)"*031242
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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 14 1.5MechL0C 24ga WoodDeck -EVALREPORT.pd
&Limitations of Use.Refer to manufacturer's Created by Independent Third Party: Yes
installation instructions as a supplemental guide.
_�-�Mechl_OC" 24 gauge Steel roof panel attached to Steel Deck with panel clips
14623.15 _�l 5 1-1/2
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14623 R1 11 15 1.5MeChL0C 240a SteelDeck -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/A/-86 Evaluation Reports
Other:Refer to Evaluation Report for Conditions FI-14623 R1 AE 15 1.5MechLQC 24aa 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 AAJEEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statemen
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
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 am a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
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https:Hfloridabuilding.org/pr/pr—api)—dtl.aspx?param=wGEVXQWtDqsw8ZVNfe8A7cEre... 6/17/2015