812 OCEAN BLVD - ROOFING BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Road,Atlantic Beach, FL 32233
Office (904) 247-5826 Fax(904)247-5845 is - 5gof
Job Address: 812 Ocean Blvd, Atlantic Beach, FL 32233 Permit Number:
Legal Description 15-6016-2S-29E.40 PARK TERRACE A S/D PT LOT 1 Parcel# 170335-0000
Floor Area of Sq.Ft. Sq.Ft
Valuation of Work$ 50,750.00 Proposed Work heated/cooled non-heated/cooled
Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door
Use of existing/proposed struct one): Commercial Residential
If an existing structure,is re sprinkler sy m installed? (Circle one): Ys„...--/To N/A
Florida Product Approval FL12744 J. s Peel & Stick Und rlayment, FL 13857
For multiple products u product a a orm
Describe in detail the type of work io be performed: New Metal Roof over a new construction home. Peel and
Stick installed by Framing Crew
Property Owner Information:
Name: David Reed Address: 10898 Bridges Road
City Jacksonville State FLZip 32218 Phone 904.874.6607
E-Mail or Fax#(Optional)
Contractor Information:
Company Name: American Roofing of Jacksonville Qualifying Agent: Daniel P. Kinkel
Address: 1015 Atlantic Blvd, #352 City Atlantic Beach State FL Zip 32233
Office Phone 904-385-4375 Job Site/Contact Number 904.226.1205 Fax# 904.853.5318
State Certification/Registration# RC29027546
Architect Name&Phone# NA -
Engineer's Name&Phone# NA
Fee Simple Title Holder Name and Address NA
Bonding Company Name and Address NA
Mortgage Lender Name and Address NA
Application is hereby made to obtain a permit to do the work and installations as indicated. I certifil that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null
and void if work is not commenced within six(6)months,or if construction or work is suspended or abandonedfor a period of six(6)months at any time after
work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools, urnaces, Boilers,Heaters,
Tanks and Air Conditioners,etc.
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 hereby cert that I have read and examined thisplication and know the same to be true and correct. All provisions of laws and ordinances governing this
type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the
provisions of any other federal,state,or local law regulating construction or the performance of construction.
Signature of Owner �r' ,
g Signature of Contract /�/_ •Ars
Print Name Print Name Alkj. /,�, !®,/
Sworn to and subscribed before me Sworn to . • bscri.- - .r me
this Day of 20 .' . is of J, i 20 a.
;:1 ". TONT GINDLESPERG R ,
•'R '" MY COMMISSION Y FF 9{ '�
Notary Public ' ' a EXPIRES:Oci• , - -' ;;I c —
}'':� SP' Bonded Thru Notary Public Und niers
Revised 01 .. 0
Locke Bowden, P.E. Sunlast Metal FL 12744
9450 Alysbury Place 2120 SW Poma Drive
Montgomery,AL 36117 Palm City, FL 34990
Quality Assurance Program: Keystone Certifications Category: Roofing Sub-Category: Metal Roofing Method 1-D
Code: FBC 2014 5"ed;Sections:1504.3.2, 1507.4.3, 1506.6, 1507.4.4, 1504.7, 1515.2, 1518.9, 1523.6.5.2.4
Description Substrate Design Uplift Pressure Fasteners
PBR 26GA 15/32"APA Plywood -76.75psf fastening V.."Rib height ' Corrosion Resistant:
36"Width or wood plank(min. pattern 6"-9"-9"- thru fastened Fasteners: #9 x 1-1/2"Hex-Head Wood Screw
40ksi specific gravity of 9"-3"spacing with WSW
Non-Structural 0.42)over supports at @24"o.c.(along 3/16"min penetration thru bottom of support
NON HVHZ 24"o.c.spacing the row,across the Min Slope shall comply w/FBC 2014,and in
panel profile) accordance w/manufacturer's
recommendations.
Rigid insulation 3"max.2.25psfmin or 20psi min.
1"Nailstrip 24GA 15/32"APA Plywood -91.25psf,spacing 1"Rib Height Corrosion Resistant:
16"Width or wood plank(min. @12"o.c. thru fastened Fasteners:#10 x 1"Pancake-Head Wood Screw
40ksi specific gravity of -106.25psf,spacing 3/16"min fastener penetration thru bottom of
Non-Structural 0.42)over supports at @6"o.c. support.Seam sealant:Bostik Chem-Chaulk 915
NON HVHZ 24"o.c.spacing 3/8"bead along male flange full length of panel
Min Slope shall comply w/F8C 2014,in
accordance w/manufacturer's
recommendations.Rigid insulation 3"max.
2.25psf min or 20psi min.
1.5 Mechanical Lock 15/32"APA Plywood -59.75psf,2 1-1/2"tall rib Corrosion Resistant:
24GA 12"-16"nominal Over joist supports at fasteners per clip standing seam. Fasteners:(2)#12-11 x 1 Pancake Type A per
S0ksi max 24"o.c.spacing. @24"o.c.- Mechanically clip. Clips:1500SC,1-1/2"Sliding Clip Assembly.
Non Structural 1/32"APA Plywood 123.Spsf,2 seam to form Two piece slider;TOP:22GA GALVANIZED STEEL
HVHZ for HVHZ New fasteners per 180 degree BASE:6GA GALVANIZE STEEL.
Construction clipn@ 6"o.c. double lock %"MIN Penetration thry plywood.Any approved
fastened to joist seam. Fire Barrier w/current NOA.
support at max.24" RAS133 Installation. 2:12 slope min.in
o.c.spacing accordance with FBC 2014 including sec.1518.2
Copper Clad Stainless 15/32"APA Plywood -76.75 PSF @16" 1-1/2"rib Corrosion Resistant:
16"Width or wood plank(min. clip(24GA)one height clip Fasteners:#10 x 1"Pancake-Head Wood Screw
35ksi specific gravity of piece fixed clip fastened w/WSW
Non-Structural 0.42)over supports at spacing forming 90° 3/16"min fastener penetration thru bottom of
NON HVHZ 24"o.c.spacing. single lock seam support and panel material to be in compliance
with FBC 2014.
Min Slope shall comply w/FBC 2014,in
accordance w/manufacturer's
recommendations.Rigid insulation 3"max.
2.25psf min or 20psi min.
Corrosion Resistant:
Solar V 26GA 15/32"APA Plywood Fasteners:method 1#9 x 1-1/2"Hex-Head Wood
17-1/2"width or wood plank(min. -106.50psf 5/8"rib height Screw w/WSW,16"o.c.row spacing-along
40ksi specific gravity of length(pattern 9"o.c.)along the length of the
Non Structural 0.42)over supports at Thru fastened panel.Flat head-at center of each panel,in the
Non HVHZ 24"o.c.spacing. flat between"V"corrugations
Fastener2 method 2;Flat Head#9x1"at center
of each panel in the flat of"V"corrugations.
Fastener 1_hex head along the row and at the
top of the second"V"corrugations3/16"min
fastener penetration thru bottom of support and
panel material in compliance w/FBC 2014.
Min Slope shall comply w/FBC 2014,in
accordance w/manufacturer's
recommendations.Rigid insulation(optional)3"
max.2.25psf min or 20psi min.
Jax Beach Series1.5 15/32"APA Plywood -97.25psf @6"o.c 1.5 rib height Corrosion Resistant:
Clipless Snap Lock or wood plank(min. applied both side of clipless Fasteners:#10 x 1"Pancake-Head Wood Screw
24Ga specific gravity of male leg application 3/16"min fastener penetration thru bottom of
15-19"widths 0.42)over supports at support.Seam sealant:Bostik 70-05aA-Simson
40ksi 24"o.c.spacing. -161psf@3"o.c. ISR 70-05
Non-Structural applied both sides 3/8"bead along male flange full length of panel
HVHZ of male leg Min Slope shall comply w/FBC 2014,in
accordance w/manufacturer's
recommendations.Rigid insulation 3"max.
2.25psf min or 20psi min.
1
lax Beach Seriesl.5 15/32"APA Plywood -108.Spsf @ 3" 1.5 rib height Corrosion Resistant:
Clipless Snap Lock or wood plank(min. o.c.Sealant applied clipless Fasteners:#10 x 1"Pancake-Head Wood Screw
Aluminum 0.032 specific gravity of continuously along application 3/16"min fastener penetration thru bottom of
15-19"widths 0.42)over supports at both sides of male support.Seam sealant:Bostik 70-05aA-Simson
25ksi 24"o.c.spacing. ISR 70-05
leg:76.75psf
Non-Structural @6"o.c.Sealant 3/8"bead along male flange full length of panel
HVHZ applied Min Slope shall comply w/FBC 2014,in
continuously along accordance w/manufacturer's
recommendations.Rigid insulation 3"max.
both sides of male 2.25psf min or 20psi min.
leg
1.5 Mechanical Lock 19/32"APA Plywood, f -72.5psf,2 1''A"tall rib Corrosion Resistant:
0.032"AL Panel grade C-D.Plywood fasteners per clip Standing seam. Fastener:(2)#14-13 Truss Head steel screws
20"Width must be sealed at @36"o.c.spacing Mechanically Clips:1500SC,1%"Sliding Clip Assembly
Non Structural every joint w/one seam to form Two piece slider;2 Fasteners per clip
NON HVHZ part Urethane 180 degree Top:0.030"Stainless Steel
sealant.Plywood double lock Base:16GA Galvanized Steel
supports at max seam. 'A"min penetration thru plywood
24"o.c.spacing Min Slope shall comply w/FBC 2014,including
sections 1507.4.2 and in accordance w/
manufacturer's recommendations
1.5 Mechanical Lock 19/32"APA Plywood, - 22.Spsf,2 1'A"tall rib r Corrosion Resistant:
16oz Copper Panel grade C-D.Plywood fasteners per clip Standing seam. Fastener:(2)#14-13 Truss Head steel screws
16"Width must be sealed at @36"o.c.spacing Mechanically Clips:1500SC,1'A"Sliding Clip Assembly
Non-Structural every joint w/one seam to form Two piece slider;2 Fasteners per clip
NON HVHZ part Urethane 180 degree 'A"min penetration thru plywood
sealant.Plywood double lock Min Slope shall comply w/FBC 2014, in
supports at max seam. accordance w/manufacturer's
24"o.c.spacing _ recommendations
1.5 Nailstrip 24GA 15/32"APA Plywood -78.Spsf,panel slot Female Rib: Corrosion Resistant:
12"-15 Y"Coverage over supports at max @11"o.c.spacing 1 tall Fastener.(2)#12-11 x 1 Pancake Type A
S0ksi 24"o.c.,existing; -116.0psf panel slot Male Rib:%" Clips:1500SC,1-1/2"Sliding Clip Assembly
Non-Structural 19/32"APA Plywood @6 h"o.c.spacing, tall rib w/ Two Piece slider,'."min penetration thru
HVHZ for HVHZ new panel pan @12"o.c. slotted plywood.lnstall per manufacturer's
construction fasten to spaying strip/snap lock recommended details and RAS 133
supports at max 24" 2.12 Min Slope shall comply w/FBC 2014
*Design Pressures Include Safety Factor=2.0
References
Entity Report# Standard Year
Hurricane Test Laboratory(#TST-1527) #0412-0908-07 TAS 125-03
Hurricane Test Laboratory(#TST-1527) #0412-0306-06 TAS 125-03
Hurricane Test Laboratory(#TST-1527) #0412-1203-07 TAS 125-03
Hurricane Test Laboratory(#TST-1527) #0412-0305-07 TAS 125-03
Hurricane Test Laboratory(#TST-1527) #0412-1012-06 TAS 125-03
Hurricane Test Laboratory(#TST-1527) #0412-1017-05 TAS 125-03
Hurricane Test Laboratory(#TST-1527) #0412-0608-09 TAS 125-03
Hurricane Test Laboratory(#T5T-1527) #0412-0306-06/0412-1203-07 TAS 125-03
Architectural Testing Inc.(TST 1527) #C6413.02-450-18 TAS 125-03
Architectural Testing Inc.(TST 1527) #04563.01-450-18 TAS 100-95
PRI Construction Materials Technologies(TST-5878)#AKZ0-001-02-01/05 TAS 110-02
AKZO Nobel Coatings,Inc Lab Form
Force Engineering&Testing(TST-5328) #72-0313T-06 TAS 125-03 UL S80-941/1897-982) (20061/20042)
Farabaugh Engineering&Testing(TST-1654) #T157-07 TAS 100-95
PRI Construction Material Technologies(TST-5878) #VLS-004-02-01 TAS 110-00
#VLS-005-02-01 TAS 110-00
Underwriter Laboratory,UL Construction#603 File R21264,Project 02NK11243/03NB13142 Test Assembly#7 UL 580-941/1897-982) (20061/20042)
Underwriter Laboratory,UL Construction#605 File R21264,Project 02NK11243/03NB13142 Test Assembly#9 UL 580-941/1897-982) (20061/20042)
Force Engineering&Testing(TST-5328) #72-01901-07 TAS 125-03 UL 580-941/1897-981) (20061/20042)
Farabaugh Engineering&Testing(TST-1654) #7349-07 TAS 110-00
PRI Construction Material Technologies(TST-5878) #VLS-004-02-J1 TAS 110-00
#VLS-005-02-01 TAS 110-00
PRI Construction Material Technologies(TST-5878)SFMS-003-02-01 TAS 100-95
1. The UL580-94 test standards are equivalent to the UL580-06 test standard.
2. The UL1897-98 test standards are equivalent to the UL1897-04 test standard.
Limitations:
1. Underlayment to be compliance with current Florida Building Code.
2. Minimum slope to be in compliance with Florida Building Code 2014,and in accordance with Manufacturer's
installation reference.
3. Products are compliant for State of Florida product approval per Rule 61G20-3
4. Compliance Method: 1-D
5. Fire classification is not part of this acceptance.
6. Shear diaphragm values are outside this report.
7. All support framing to be in compliance with Florida Building Code 2014,Chapter 22 Steel,Chapter 23 Wood and
Chapter 16 Structural Loading.
8. This report does not imply warranty,installation,recommended product use outside of this report.
Compliance Statement: These products herein evaluated by Locke Bowden, P.E.have demonstrated compliance with the
Florida Building Code 2014 with referenced documents submitted.
Certificate of Independence
Locke Bowden, P.E.does not have,not will acquire a financial interest in any company manufacturing or distributing products
under this evaluation.
Locke Bowden, P.E.is not owned,operated or controlled by any company manufacturing or distributing products under this
report.
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