HomeMy WebLinkAboutSUBMITTED PAPERS2014-01-08 14:04
j.a.taylpr, roofing
a
772 468 8397 >
P 2/7
DATE. FEES DUE: RECEIPT #: I Permit N.-
Planning & Development Services Department
Building & Code Regulation Division
w 2300 Virginia Avenue
Ft. Pierce, FL 34982-5652
Tel. 772.462.1553
1. Location/Site Addrl
2. Parcel IA Number:
1�101--006 9
8cB%�VF'D
t/ Y
ty
office Use
Only
I Section I
Township
Rnn cI-Mae
Page I
Zoning
hind Use
I initials
3. Description of Project or Work Activity;�i tna ��1 —2
4. Total hoof Area (square feet): ��"_'(�(� 5. Roof Pitch:
6. Type of Roof: [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ J Wood Shake / Shingle
[ ] Tar & Gravel [ ] Modified Bitumen [v� Othcr NJ ICI'
WoeA
[ ] Product Approval required for all types of Roofing Material (2 Sets) M,e.�w
[ ] All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product
Approval attached
Roof Mitigation per F.S. 553.844 will be required.
7. Owner Information {� ( 8. Contractor Information r�
Name: �Q j V�x Yj _ � i pt f'�lD� p�� F.X. Reg/Cent Ci I SL
Address: l l 5 5 lyi L.t m County Cert #:
City:. !� e1reL State:t,. Business Name:
zip: qSa Phone: Ll Ig Cell Phone: 41 t- .
9. Value of Construction: $
**Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval.
CONTRACTO�/04ER'S AFFIDAVIT; I certify that all ofthe information contained in this application is correct and that all work will be
done in compliance 'th all applicable laws regulating construction and zoning.
PRINT QUALIAL /OWNERS NAME SIGNATUR OF QUAL FIER/OWNF.R
STATE OF FLORIDA, COUNTY OF Q
ACKNOWLEDGED BEFORE ME THIS ' DAY OF 30A, BY ,
1
WHO IS PE ON LL OWN _CO MC OF"
R HAS PRODUCED AS IDENTIFICOWPUBLiC-STATE OF LORIDA
r Karen S. Nielsen
Sl NATURE OF NOTARY YYPE OR PRIN NAME OF NOTARY (seal) y \ iPT[°�Commission I}DI0003S3
�nV1�2 ,, ,,,.•- Expires: JUNE 12, 2014
COMMISSION NUMBER �W ? BONI=TmtUAlmaneBONnINGco.,INQ
NOTICE TO OWNER: 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 YOUR I'ENDER OR
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
ReV120 4/26/2010
DATE: I FEES DUE: RECEIPT #: Permit #:
Planning & Development Services Department
Building & Code Regulation Division S�qN
2300,Virginia Avenue
Ft. Pierce, FL 34982-5652
Tel. 772-462-1553 Uc,° C°
APPLICATION FOR RO(( PERMIT LUntY
1 SEE RE\IERSE SIDE FOR'INSTRUCTIONS
1. Location/Site Address:
2. Parcel ID Number:
Office Use
Only
Section
Townshi
Range
Map Page
Zoning
Land Use
Initials
3. Description of Project or Work Activity�'eA • (9 �F S �iy�q I � �� �b
4. Total Roof Area (square feet): 5. Roof Pitch: �-
6. Type of Roof: [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake"/Shingle
[ ] Tar & Gravel [ ] Modified Bitumen [ %,] Other N 6
[ ] Product Approval required for all types of Roofing Material (2 Sets) Me4m
[ ] All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product
Approval attached
** Roof Mitigation per F.S. 553.844 will be required.
7. Owner Information 8.
Name: e:l V' r#1
Address: rj rj 11. \P vl LI vti J?nAA
City: VA. `, eye E State: t,•
Zip: q q 9 a- Phone: y to to -
9. Value of Construction: $
Contractor Information
FL Reg/Cert #: Cj C Cj �j 2rD j
County Cert #: 2
Business Name:
Cell Phone:
"Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval.
CONTRACTO�/O ER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be
` I done in compliance with all applicable laws regulating construction and zoning.
PRINT QUALIFI&SIOWNERS NAW SIGNATURP OF QUAL FIER/OWNER
STATE OF FLORIDA, COUNTY OF I'
ACKNOWLEDGED BEFORE ME THIS DAY OF 20A, BY 1
WHO IS PE ON L OWN TO O ME OR HAS PRODUCED AS IDENTIFI
riiI'PUBLIC-STATE OF FLORIDA
.�--� Y?-&) S. k F-, Karen S. Nielsen
SI NATUR OF NOTARY TYPE OR PRIN NAME OF NOTARY (seal) , Commission #DD1000358
�b 10� ,rY Expires: JUNE 12, 2014
COMMISSION NUMBER 5ji BONDED THRU ATLANTIC BONDING CO., INC.
NOTICE TO OWNER: 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 YOUR LENDER OR
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Revised 4/26/2010
2014-01-08 14:04 j.a.tay!,,-- roofing 772 468 8397 xl_- P 3/7
rrupvrtympptelutil"ol.t-uele%oqunty,rt, nrrp:11www.paS11� pa6Ir4prC,asp'tprClla=:44i3971UU9UUUU9
PROPERTY RECORD CARD
Keith Froebel Record: I of I
�<Prcv Nex15. Spec.Axsrnnt 'faxes Ewnyltiotrs
Pcrmil% Ilnmr Prins
Properly Identification
Siw Addr&s:
Sec/!'own/ltangc;
1155 S JENKINS RD
13 :35S :39E
ParcellD;
Account 11:
2313.111.0010.000.1
13639
�1CI$
� y�
Mup ID;
23/13N
Use Type
SF Res
4
Zoning:
RS-2
City/Cnty:
Saint Lucie County
OwntrsurP and Wiling
Legal! Description
Owner:
Keith Frocbcl Bethonin 0 Froebel
13 35 39 S 370 FT OF NE 1/4 OF NE 114 OF NE 114-LESS 13 40 FT. (5.29
Address:
l IS$ S Jenkins Rd
AC) (OR 3202.2516,, THRU 3202-252
Fort Place FL 34947A314
Mnr.
SaIrs Ininrminion
,\yse«mcnt 2013 1,111al 1,1111d nod Ruildint
Date
Prim: CvdC
Deed
Book/Page
2013 Finul: 180700 Land Value: 79400 Acres: 5.29
6/11/2010
0 0111
PB
3205/2465
Assessed: 180700 BuildingValuc; 101300
5/2112010
100 0111
QC
3202 / 2520
AB.Crcdit: 0 Finished Arcu; 2320 SgFt
521/2010
100 0111
SP
3202 / 2$18
Exempt: 50000
5212010
280000 0001
SP
3202 / 2516
Tuxublc: 130700
4/15/2010
0 0111
PB
3191 / 0841
Tara: 2828.41
7/2112008
100 01
WD
3001 / 2872
11/29/1990
240000 01
WD
0717 / 2511
11/8/1990
100 01
WD
0717 / 2508
9/1/1986
38500 Go
CV
0514 / 0193
12/1/1983
0 01
CV
0419 / 2821
12/1/1980
36000 00
CV
0345 / 1595
BUILDING 'I'ION
9
Exleriur Feularc+
Vimw
-
Roo:Covcr:
ExtTypc;
HB- -HB-
Yca;Blt:
GfWe
B--B-
EIIYfBIt:
Storyli8ht;
0010.1 Story
No -Units:
Interior Features
BcdRoorns:
3
Electric;
FuIII3n(h;
2
liculType:
1/22uth;
0
HcatFuel:
%A/C:
100
%Hculud:
tipcdinl Fralorc%lend ):ord 11e1its
Type
Y/S Qty.
Unity Quul. Cond.
SUSF - SITE DEV S-F
Y 1
1 AV AV
SA - Asph Shingle
1988
1988
1
MX - MAXIMUM
FHA - FrcdHotAir
ELEC - Electric
100
Lllnd Infintinalion
YrBlt. No, Uyc'I'ype
2001 1 0100-SF Res
RoulStruct;
Irrumc;
Primcwull;
SccW Illl:
Pnnlntwult:
AvgHt/Fl;
Prm,Flors;
%Sprinkled:
GA - Guble
BW - Brk/Wd Fiume
DW - Drywall
STD
CU - Carpet
0
'Type mcmure t)cpth
537 -Acres 5.29
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
Page 1 of 1
Property Appraiser - St.Lucie County, FL
Keith Froebel Record: I of I
Property Identification
Site Address: 1155 S JENKINS RD
Sec/Town/Range: 13 :35S :39E
Map ID: 23/13N
Zoning: RS-2
hftp://www.paslc.org/paslelprc.asp?prclid=23131 1100100001
PROPERTY RECORD CARD
<<Prev Next» Spec.Assmnt Taxes Exemptions Permits Nome Print
Ownership and Mailing
Owner: Keith Froebel Bethania G Froebel
Address: 1155 S Jenkins Rd
Fort Pierce FL 34947-4314
ParcelID:
Account #:
2313-111-0010-000-1
13639
�N)1 CIECO
G2
Use Type:
SF Res
•�
City/Cnty
: Saint Lucie County
Legal Description
13 35 39 S 370 FT OF NE 1/4 OF NE 1/4 OF NE 1/4-LESS E 40 FT- (5.29
AC) (OR 3202-2516; THRU 3202-252
Mnra
Sales Information
Assessment 2013
Date
Price
Code
Deed
Book/Page
2013 Final:
180700
6/11/2010
0
0111
PB
3205 / 2465
Assessed:
180700
5/21/2010
100
0111
QC
3202 / 2520
Ag.Credit:
0
5/21/2010
100
0111
SP
3202 / 2518
Exempt:
50000
5/21/2010
280000
0001
SP
3202 / 2516
'Taxable:
130700
4/15/2010
0
0111
PB
3191 / 0841
Taxes:
2828.41
7/21/2008
100
01
WD
3001 / 2872
11/29/1990
240000
01
WD
0717 / 2511
11/8/1990
100
01
WD
0717 / 2508
9/1/1986
38500
00
CV
0514 / 0193
12/1/1983
0
01
CV
0418 / 2821
12/1/1980
36000
00
CV
0345 / 1595
BUILDING INFORMATION
Total Land and Building
Land Value: 79400 Acres: 5.29
Building Value: 101300
Finished Area: 2320 SgFt
Exterior Features
View:
-
RoofCover:
SA - Asph Shingle
RoolStruct:
GA - Gable
ExtType:
HB- - HB-
YearBlt:
1988
Frame:
-
Grade:
B- - B-
EfiYrBlt:
1988
PrimeWall:
BW - Brk/Wd Frame
StoryHght:
0010 - 1 Story
No. Units:
1
SecWall:
-
Interior Features
BedRooms:
3
Electric:
MX - MAXIMUM
PrmintWell:
DW - Drywall
FullBath:
2
HeatType:
FHA - FrcdHotAir
AvgHt/Fl:
STD
1/213ath:
0
HeatFuel:
ELEC - Electric
Prm.Flors:
CU - Carpet
%A/C:
100
%Heated:
100
%Sprinkled:
0
Special .Features and Yard Items
Land Information
Type
Y/S Qty.
Units Qual. Cond.
YrBlt. No. Use Type
Type
Measure Depth
SDSF — SITE DEV S-F
Y 1
1 AV AV
2001 1 0100-SF Res
537 -Acres
5.29
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED
Page 1 of 1
2014-01-27 13:34 j.a.tayl� roof ing 772 468 8397 7724626443 P 1/2
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FL 34982
772-462-2165 or 772-462-2172
Fax:772.462-6443
ROOF INSPECTION AFFIDAVIT
Re: Permit# �COUP
1, V L, [-��L�f licensed as a( .Contra o j Engineer/Architect
(Please print name & circle license type) *F5468 80 ing inspector
* General, Building, Residential or Roofing Contractor or any Individual certified under 468 F,5, to make such on Inspection.
OnorabouAny�. a5 -, ai -4
1 did personally inspect the roof deck nailing
(Date) "`
work at: usis �S- ��nA8 r't-RI'L6
(Job site address)
Based upon that examination I have determined the installation was done according to the Hurricane
Mitigation Retrofit Manual (Based on 553.844 F.S.)
Signature and Seal
30, 0,1g7.5� q,5
License #
STATE OF FLOR A
COUNTY OF LOIL
Sworno d subscribed efore me this c'�-r da f ,.- Zp �',
by Who 1s per ally k�Y�to me or who has produced
as identification.
Notary Public, at of FIorj
Signature of No ,1
Commission Number: (Seal)
En 01/19/2011 NOTARY PUBLIC-STNrE OF FI,ORIDA
TCarL-n S. Ni 1
� '•. C SCR
Commission #RDD1000358
"•.,,,A"Expires: JUNE 12, 2014
pONDIW Tn1RU ATLANTIC PONDINO Co„ INC,
RECEIVED .JAR 2 7 ?Q14
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY
FILE #k 3915158 OR BOOK 3595 PAGE 1095, Recorded 01/14/2014 at 10:24
6)5j
NOTICE OF COMMENCEMENT
TO BE COMPLETED WHEN CONSTRUCTION VALUE EXCEEDS $2.500.00
PERMIT M: TAX FOLIO 0: 9.�)l b- OW —�
State of Florida, County of 5PRAIA CIE, , the undersigned hereby gives notice that Improvement will be made to certain real
Property. and in accordance with chapter 713, Florida Statutes, the following Information is provided to this notice of Commencers I
1. LEGAL DE$CRIPTION OF PROPERTY (AND STREET AnnOr." II: Aveu AnE es. 1 11Z C C \ a V:...0 t>_ n_I
VCPICRFU. LJCSCKIrnvN OF IMPROVEMENT: REROOF
DOWNER INFORMATION or ❑LESSEE INFORMATION
a. Name: 2 hAWNA to ' <(Poac,/_
Address: S. Scrkr�s ALL
b. Interest in property: \oo'lo
(It Lessee contracted for the Improvement)
Ke%}-h FV--00e1or.(_
Name and address of fee simple title holder (if other than owner):
4. CONTRACTOR:
a. Name: J. A. TAYLOR ROOFING, INC.
Address: 302 MELTON DRIVE, FORT PIERCE, FL. 34982
b. Phone number: 772-466-4040
S. SURETY COMPANY (IF Applicable, a copy of the payment bond Is attached):
a. Name & Address: _N/A
b. 'Phone number: Bond amount:
6. LENDER/MORTGAGE COMPANY: t�
a. Name & Address: _N/A T NC �n k
b. Phone number:
7. PERSONS WITHIN THE STATE OF FLORIDA DESIGNATED BY OWNER UPON WHOM NOTICES OR OTHER DOCUMENTS MAY BE
SERVED AS PROVIDED BY SECTION 713.13 (1) (a) 7., FLORIDA STAME&
a. Name & Address: _N/A
b. Phone number. fax number.
8. IN ADDITION TO HIMSELF OR HERSELF,
a. Owner designates _N/A of to
receive a copy of the lienor's notice as provided in section 713.13(11(b), Florida statues.
b. Phone number:
9. EXPIRATION DATE OF NOTICE OF COMMENCEMENT:
(THE EXPIRATION DATE IS ONE (1) YEAR FROM THE DATE OF RECORDING UNLESS A DIFFERENT DATE IS SPECIFIED).
NOTICE
TO OWNER:
ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,
PART 1, SECTION 713.13, FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR UITPROVEMENTS 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 UNDER OR AN
ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
UNDER PENALTIES OF PERJU I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS IN IT ARE TRUE TO THE BEST OF MY
KN WLEDGE AND E LIEF (S CT N 92,525. FLORIDA STATUTES
SIGNATURE OF OWNER or LESSEE or OWNER'S AUTHORIZED OFFICER/DIRECTOR/PARTNER/M�A�NAG ER- SIGNAORY'S 71TLE / OFFICE
THE FORk�r?`OING INSTRUMENT -WAS``ACK OWLEDGED BEFORE ME THIS _11 DAY OF 1I ,. 20 l3 , BY:
—� C*rt 1P, 11 A Y n P.hP
AS Q lLI Y\PM1( FOR
NAME OF PERSONS TYPE OF AUTHORITY NAME OF PARTY ON BEHALF OF WHOM INSTRUMENT WAS EXECUTED
❑PERSONALLY KNOWN -OR OPRODUC,�ED (IDENTIFICATION TYPE IOf IDEN IFICATION PRODUCED
NOTARY SIGNATURE / NOTARY PRINTED NAME / NOTARY SEAL
NOTARY PUBLIC -STATE OF FLORIDA
Karen S. Nielsen
j .Commission #DD1000359
'.; �.•' Expires: JUKE 12, 2014
BONDED TRRU ATLANTIC BONDING CO.,Mr.
STATE OF. FLORIDA..
S ..HMUOUNTY TO GERTIFX
TRIMpR#iECTTCOY bF IT 4E
JAR( T17114
Date-
T reasure Harvey E. Koehnen
C Gast Professional Engineer #32831
B uilding Architect #AR0009471
E ngineers, Certified General Contractor #CGCO24776
Inc.
Contractor _I. A, mrz-
Owner V! 0-0ELL-
Job Address _ 11 5"0- 5. -10 tje-tLi S ;w.
METAL ROOFING I.A. Z WL-ecia TV A55Lupd`C 080, 1
NEW ROOF RE -ROOF X REPAIR AREA 5.3 -�;R•
�AY(,�rr1/f ko9 o£L
7205 Elyse Circle
P S L Florida 34952-8212
PHONE(772) 466-5509
FAX(772)489-3035
E-MAIL:hkoehnen@tcbeweb.com
Date 1 Z 2 <P L
MET AL ROOF PLA�L
r-ILE COPY'
ox
nails
I
!s
ASCE 7-10 & FBC 2010 ENCLOSED BLDG _� SEMI ENCLOSED BLDG OPEN
PART 2 LOW RISE C&C SIMPLIFIED i A +s
RISK CAT 2/V = ((oo /EXPOSURES _ t.o Kzt =1.0/h Imo/ /12 PITCH \ Vi �j
ROOF SYSTEM A,$_4p- St.%[ No. 413A L 462,o- I IV
'y
ZONE 1 P @ @ h=30 = X = PSF x 0.6 = ;Z
ZONE 2P@ @ h=30 = X = PSF x0.6= 4 -1 a=
ZONE 3 P @ @ h=30 = X = PSF x 0.6 = G5. 1 a =
MAX DESIGN PRESSURE PER NOA , (ocI. Z1
DECK TYPE 9LYw00o THICKNESS &V.92', woo.
BASE SHEET aD NO. OF PLIES Ftol E MP AP�`ESP ACING 131'•T c.►rp t- L &o W $Q12 r tEl.D
PLY SHEET NO. OF PLIES -- FASTENERTYPE - SPACING
TOP PLY NO. OF PLIES - FASTENER TYPE — SPACING
INSULATION BASE LAYER TYPE SIZE
TYPE OF FASTENERS: SPACING FIELD PERIMETER CORNERS
INSULATION TOP LAYER TYPE SIZE
TYPE OF FASTENERS/ 4#9-L5 V" ri-L 58ac.tu-k Wklr*01�.45
DRIP EDGE SIZE $X?t" _ DRIP MATERIAL 2do 4 At *t FLASHING MATERIAL Z 4, (gAc • A. t•
FASTENER SPACING FOR METAL ROOF PANELS: FIELD W PERIMETER 14' CORNER Lto" ATL.0
T reasure
C oast
B uilding
E ngineers,
Inc.
Hairvey E. Koehnen
Professional Engineer #32831
Architect #AR0009471
Certified General Contractor #CGCO24776
These tables Are For Roof Coverings
Roof coverings Installed on Buildings with a
Mean Roof Height of 30' or Less Located in Exposures B, C or D
'Table R301.2 [2] oR t:'tc�u;z�j- 3 5-( A5ca 7-ib
COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSF].
160 Exp B
160 Exp C
160 Exp C
160 Exp D
160 Exp D
(One story
(Two story*) (One story') (Two storyl
Roof> 0 to 7 degrees
Zone 1
-27.6
-33A
-38.7
-40.6
-45.9
7degrees = 11/2 /12 pitch
Zone 2
-46.4
-56.2
-65.0
-68.3
-77.1
Zone 3
-69.8
-84.5
-97.7
-102.7
-115.9
oof > 7 to 27 degrees
'Zone 1
-26.3
- 30.7
- 35.5
-37.2
- 42
degrees = 6/12 pitch
q27
Zone 2
-44,1
-63.4
-61.8
-64.9
-73.3
Zone 3
-65.1
-78.8
- 91.2
- 95.7
- 108-:11
Roof > 27 to 45 degrees
Zone 1
- 27.8
-33.7
-40.0
-40.1
-46:2
45 degrees = 12/12 pitch
Zone 2
- 32.4
-39.3
-45.4
-47.7
-53.8
Zone 3
- 32.4
-39.3
-45A
- 47.7
-53.8
Roof > 0 to 7 degrees
7degrees = 1112112 pitch
Roof > 7 to 27 degrees
27 degrees = 6/12 pitch
Roof > 27 to 45 degrees
45 degrees = 12/12 pitch
150 Exp B
150 Exp C
150 Exp C
150 Exp D
(one story*) ( two story*) (one story*)
Zone 1
-24.3
-29.6
-34.1
-35.8
Zone 2
-40.8
-49A
-57.2
-60.0
Zone 3
-61.4
-74.3
-86.0
-90-3
Zone 1
-22,2
- 26.9
- 31.1
-32.7
Zone 2
-38.7
- 46.9
- 54.2
-56.9
Zone 3
. -57,3
- 69.4
- 80.3
-84.3
Zone 1
- 24.3
:29.5
-34.1
-35.8
Zone 2
- 28.4
34.4
-39.8
-41.8
Zone 3
- 28.4
-34.4
-39.8
-41.8
One story* = one story building with a maximum mean roof height of 15 feet
Two story* = two story building with a maximum mean roof height of 30 feet
150 Exp D
( two story.)
_40.4
-67.8 `V
-102.0 �C -
- 36.9 T(R
- 64.3
- 95.2
-40.4
-47.2
-47.2
If allowed by the Miami Dade N.O.A or Florida Product Approval ., any system.that does not meet the
minimum components and'cladding pressures for the area that the building is located per this form
may require a Florida licensed engineer to revise the fastener spacing
T C B E, Inc. 7205 Elyse Circle PHONE (772) 466-5509
Port Saint Lucie FAX (772) 489-3035
Florida 34952-8212 E-MAIL hkoehnen@tcbeweb.com
WEB SITE http://www.tcbeweb.corr
Florida Building Code Online
Page 1 of 2
u e Ptofes'sioh'all 1 1
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Product Approval Menu > Product or Application Search > Application List > Application Detail
FL # FL14520-R1
Application Type Revision
Code Version 2010
Application Status Approved
Comments
Archived ❑
Product Manufacturer J A TAYLOR ROOFING
Address/Phone/Email 302 Melton Drive
FT PIERCE, FL 34982
(772) 466-4040
flvalidation@yahoo.com
Authorized Signature Kyle Taylor
flvalidation@yahoo.com
Technical Representative
Address/Phone/Email
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
J Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
Charles L THOMAS
the Evaluation Report
l l�
Florida License
PE-29439
Quality Assurance Entity
Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date
04/11/2021
1
Validated By
Locke Bowden
FZ Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
FL14520 R1 COI Certificate of Independence FPA.pdf
Standard Year
TAS 125 2003
Method 1 Option D
11/07/2011
http://www.floridabuilding.org/prlpr_app_dtl. aspx?param=wGEVXQwtDquxTVBjriReY... 12/ 17/2013
Florida Building Code Online
Page 2 of 2
Date Validated 11/07/2011
Date Pending FBC Approval 11/10/2011
Date Approved 12/06/2011
Summary of Products
FL #
Model, Number or Name
Description
14520.1
5 V CRIMP
26GA METAL ROOFING PANEL
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL14520 R1 II 5V Crimp Evaluation
Approved for use outside HVHZ: Yes
Report Details Rey.pdf
Impact Resistant: N/A
Verified By: PRI Construction Materials Technologies, LLC
Design Pressure: +N/A/-129.25
Created by Independent Third Party: Yes
Other: The required design wind loads shall be determined
Evaluation Reports
for each project per the Florida Building Code. The maximum
FL14520 R1 AE 5V Crimp Evaluation Report Rev.pdf
Created by Independent Third Party: Yes
fastener/clip spacing listed herein shall not be exceeded.
This product is not evaluated for use in the High Velocity
Hurricane Zone.
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Product
�Approval Accepts:
MAI 7-- M
Coed 45
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjnReY... 12/ 17/2013
J.A. Taylor Roofing Inc
Evaluation. Report for `
26 ga. 5V Crimp Metal Roof Assembly
FL# 14520-R1
Evaluation IReport
Report for: J.A. Taylor Roofing Inc. Date: November 3, 2011
302 Melton Drive
Fort Pierce, FL 34982
'Building Code: 2010 Florida Building Code
Compliance Method:
Rule 9N-3.005(1)(d)
Section(s): 1504.3.2
Category:
Roofing
Project No.: FAE-001-01-01
Sub -Category:
Metal Roofing
Scope: Product Category. Roofing
Sub -Category: Metal Roofing
Compliance: The 26 ga. 5V Crimp Metal Roof Assembly described
herein has demonstrated compliance _ with Section
1504.3.2 of the 2010 Florida Building Code.
References: Test Application Standard (TAS) 125-03 Standard Requirements for Metal
Roofing Systems, Section 8 testing pursuant to Hurricane Test Laboratory, LLC
(FBC Organization ID No. TST1527) report no. 0224-0501-06, dated October 31.
2006.
s
Report addendum for report no. 0224-0501-06 (Specimen #1, 2, &4) issued by
Hurricane Test Laboratory, LLC (FBC Organization ID No. TST1527), dated
September 28, 2011
Drawings # '26" 5V 24" Coverage' issued by Hurricane Test Laboratory, LLC il'►�"
(FBC Organization ID No. TST1527), dated September 20, 2011.
Engineering Analysis by PRI Construction Materials Technologies (FBC
Organization No.TST5878), dated April 19, 2011.
Product Description: 5V Crimp panel, minimum 26 ga. corrosion resistant steel (Grade 80), 26" panel
(24" maximum coverage), W ribs; material shall comply with 2010 Florida
Building Code, Section 1507.4.3.
Minimum #9-15 HWH corrosion resistant fasteners with sealing washers
designed for metal to wood connections of sufficient length to penetrate 5/16"
through the sheathing. Material shall comply with 2010 Florida Building Code,
Section 1507.4.4.
Limitations: Limitations and Conditions of Use include the following. -
• This evaluation does not include use of the product within the High -Velocity
Hurricane Zone (HVHZ).
• Fire Classification is not within scope of this Evaluation Report; refer to a
current Approved Roofing Materials Directory for fire ratings of this product.
Page 1 of 3
JA. Taylor Roofing Inc.
Evaluation Report for
26 ga. 5V Crimp Metal Roof Assembly
FL# 14520-R1
• The product shall be installed in accordance with the Manufacturer's
instructions and the Roof Assemblies section herein.
• Modifications of the products as evaluated herein are beyond the scope of
this evaluation.
• All products listed herein shall have a quality assurance audit in accordance
with F.A.C. Rule 9B-72.
Roof Assemblies: Assembly No. 1
Max Design Pressure: -69.25 r
Slope: 2:12 or greatery
Beck: Minimum 15/32" plywood or wood plank
Deck Attachment: In accordance with the applicable Code. In no case less
than minimum 8d x 2" annular ring shank nails spaced 6"
o.c. In reroofing, where the deck is less than 19/32" thick
(minimum 15/32") the above attachment method must be
in addition to existing attachment. Deck attachment to
/ be designed by others.
Underlayment: ✓ Minimum ASTM D 226, Type II (No. 30) in accordance
with Section 1507.2.8 of the 2010 Florida Building Code
or any Approved underlayment having current Florida
Statewide or Local Product Approval.
5V Crimp Panels: Installed in accordance with Manufacturer's installation
instructions. v Minimum #9-15 corrosion resistant
fasteners with sealing washers designed for metal to
wood connections of sufficient length to penetrate 5/16"
through the sheathing installed•16" o.c. along the crown
of the rib in the center of panel and along the lap (See
Drawings).
Max D ign Pressure:-129.26
Slope: 2:12 or/greaDeck: Minimuwood or wood pla
Deck Attachment: I ccordance with the applicable�e.k no case less
han minimum 8d x 2" annular rinn 'Is spaced 5"
.c. In reroofing, where the de is less than 9/32" thick
( inimum 15/32") the abov ttachment metho must be
in ddition to existing a hment. Deck attac ent to
be signed by others.
Minim ASTM D 26, Type II (No. 30) in accordance,
with Secion 1507. .8 of the 2010 Florida Building Code
or any A o � d underlayment having current Florida
Page 2 of 3
J.A. Taylor Roofing Inc.
Evaluation Report for
26 ga. 5V Crimp Metal Roof Assembly
FL# 14520-111
Drawings:
7jinstructi
led in ordance with Man acturer's ins cation
o inimum #9-15 rrosion esistant
rs with se ing washers desig ed f metal to
connections o sufficient length to etrate 5/16"
gh the sheathing stalled 8° o.c. n the crown of
b in the center of anel and ong t lap (See
Drawings).
5-V PANEL PROFILE
24" Coverage
.5—V FASTENER DETAIL
Quality Assurance: Keystone Certifications. (FBC Organization No. QUA1824)
Evaluator:.
r?
Charles L. Thomas, P.E: -�, .';•'� P.
Florida Registered Professlcm,51 Engineer ;
PE No.: 29439 -� '
FBC Organization No.: ANE9008
14609 Dix/i)e Hwy
,jjHudso,n �F/`L•,/3�r467 ��r; �`4
Date:
Page 3 of 3