HomeMy WebLinkAboutSUBMITTED PAPERS2014-08-26 13:59 j.a.tay,'-r roofing 772 468 8397 P 2/5
ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED L�
Date: SCANNED Permit Number:
,4 - - BY
St. Lucie County
Building. Permit Application
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue, Farr Pierce FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential X
PERMIT APPLICATION FOR: Roof
�^9'ri—.-1� ',,�-'�'r rT ^'t ors :•
tPW700 ED�IN"P•RO�VEN�ENT.LO;G�A�71�ON'• 1. rl( ? t 'i4k sa�14^%'i,'!a-1••�,ti ' h. rc.. ?, .�� ;R"•;f:•' ..�.,�"�-
Address: 5415 LAURELWOOD COURT
Legal Description: MONTE CARLO COUNTRY CLUB -UNIT THREE LOT 250
Property Tax lD #: 1327-701-0070.000-0 Lot No. 250
Site Plan Name: Block No,
Project Name: BENSEN RESIDENCE • TEAR -OFF / REROOF
Setbacks Front Back: Right Side: Left Side:
REMOVE EXISTING TILE ROOFING MATERIALS DOWN TO o15CKINGr RE -NAIL DECK. INSTALL NEW
METAL PANEL ROOF SYSTEM OVER SELF -ADHERED UNOERLAYMENT. (5800 sq.ft. / 5;12 pitch)
auiLiunai wurK w 4
❑HVAC
rrormea
LIGasTank
unaer mis permit— cneCK all
[]Gas Piping
apply:
Shutters
❑
_
Windows/Doors
11 Electric
0 Plumbing
[]Sprinklers
Generator
Z Roof
Total Sq. Ft of Construction: 6800
Cost of Construction: $ 28,130.00
S . Ft. of First Floor: _
Utilitles:� Sewer 11 Septic
Name MARRY & PATRICiA BENSON
Address: 9514 LAURELWOOD COURT,_
City; FORT PIERCE State: FL
Zip Code: 34951 Fax:
Phone No, 772-464-3395
E-Mali:
Fill in fee simple Title Holder on next page (if different
from the Owner listed above)
Building Height: <16'
Name: KYLE WHITE
Company: J.A. TAYLOR ROOFING. INC.
Address: 302 MELTON DRIVE
City: FORT PIERCE State: FL
Zip Code: 34982 Fax: 772-468-8397
Phone No, 772-466.4040
E-Mail: karenfortaylor®aol.com
State or County License: OCC1325895
value of construction is $2500 or more, a RECORDED Notice of Commencement is required.
201,4- 08 26 141:00 JV a . " roofing
772 468 8397 »
P 3/5
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PROPERTY RECORD
CARD
IHal 1. lk"Noll
R-oll-d: I ul• 1
K's_Pr1h \'ClL1 > 15[Im m.11111) Tm(h ENWIllt11iun%
1'cl'IIli1% llpml' Nrillt
i'ropmy I(I(ulirlcaiiuu
�UJcl1;
, co
Site Address:
9514 LAURELWOOD CT
PurtzllD:
1327.701.0070-000.0
�• �G,y�
Sed'I'osa11/Rnl1g(•
27:345 :39E
Account if:
5396
Map ID:
13127S
llsc'1'ypc:
SF Res
Zoning:
PUD
City/Cnty;
Saint Lucie County
OwleI'ylllp al►d 14alilin.
Logad Description
Owner:
Harry L Beason Patricia A Benson
MONTE CARLO COUNTRY CLUB -UNIT THREE- LOT 2S0 (OR 3043-1152)
Addecsss:
9514 Laurelwood Ct
Fort Pierce FL 34951.2931
Sairr Inlilrul;(tlhll
•lcscssrucat 2013 I oral Land and Building
Date
Price Codc D=I
Book/Page
200 Final: 175900 Land Value: 35700 Acres: 0.4
12/15/2008
250000 00 WD
3043 / 1152
Asws.%--d: 175900 Building Value: 140200
4/1/1991
48000 00 WD
0732/2778
Ag.Crulil: 0 FinishudArwr 2297SgFt
10/31/1988
28000 00 WD
0609/2331
Exunpt: $0000
8/11/1988
7150000 02 QC
0599 / 0647
Twib1c: 12S900
8/1/1984
11058000 02 CV
0440 / 2803
'I'uxcs: 2731.19
i)111.1)IN'C rNFORVt.V114I
FA Irrior I•('8to v%
Vic%v:
-
Roolcovcr:
CT - Conc Tilc
RoolStluct;
HP - Hip
EX(Type:
HB - HB
YcarBlt;
1995
Flwle:
Grudc:
5-3
EaYrBlt:
1995
PrinleWall:
BS - CB Stucco
tiuuyllghl:
0010 - 1 Story
No. Units:
1
SccWall;
-
Intrrior Ihrntalres
13WRooms:
3
Electric:
MX - MAXIMUM
I'rntlntWall;
DW - Drywall
FullMuh:
3
I•Irm'I'ype:
FHA - F'rcdHotAir
AvgHI/FI:
1/21311(h;
0
Ha1t1 ucL
ELEC • Eledrie
l'm1,Flors:
CU -Carpet
0/hA/C:
100
'KI•leated:
t00
OiSprinklcd;
0
licclal Pcatures and );Ind
Itclus
Land lulormaliun
Type
Y/S Qty.
Units Qual.
Cond.
YrR11.
No. Usc'Fvpc
Typc
Mcururc Ucpth
DWC - Driv-Conerct
Y 1
720 AV
AV
1995
1 0100-SEA Res
GFI -Front Ft
120 147
ENC2 - POOL ENC-AVG
Y 1
1914 AV
AV
2013
PA(11 - POOL DK-AVG
Y 1
1669 AV
AV
20I3
SWAV - RES POOL AVG
Y 1
196 AV
AV
2013
'5PA - SPA -HOT TUB
V 1
49 AV
AV
2013
I'HTR - POOL HEATER
Y 1
I AV
AV
2013
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED
Page 1 of 1
2014-09-10 13:17 j.a.tayko- roofing 772 468 8397 » 7724626443 P 1/1
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 #L r 99
1, licensed as a n)Contractor/Engineer/Architect
(Preasd print name & circle license type) WF or
'General, Su11ding, Resldera�.dl or Roofing Contractor or any Indlvldual certified under 468 F.S. to make such an Inspection.
On or about.: .4, 1 did personally inspect the roof deck nailine
work at:
(Job site address)
Based upon that examination 1 have determined the installation was done according to the Hurricane
Mitigation Retrofit Manual (Based on 553.844 F.S.)
Signatur an lseal
License #
STATE OF FLO 1 A
COUNTY OF
J
Sworn tcj subscribed before me this _hQ da�y of 20d
by Who Is pe jonally known o me or who has produced
-- as Identification,
Notary Public, State of FI rl
Signature of Notary: cr--•--
Commission Number: (Seal)
En 01/J 9/2011
KAREN S. NIELSEN
; a ommlgaion a FF 1) 5537
y commission Expires
June 12, 20 t 8
- —�l
RECEIVED SEP 10 7�"
ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: Permit Number:
Building Permit Application
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue, Fort Pierce FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential X
PERMIT APPLICATION FOR: Roof
PROP0,5EQ INPRQ\tEN1ENT �OCATIggN ,A a a � '' x
��6.�
Address: 9415 LAURELWOOD COURT
ILegal Description: MONTE CARLO COUNTRY CLUB -UNIT THREE LOT 250
Property Tax ID #: 1327-701-0070-000-0
Site Plan Name:
Project Name: BENSEN RESIDENCE - TEAR -OFF / REROOF
Setbacks Front Back: Right Side:
Left Side:
Lot No. 250
Block No.
'� "-.,„r.0 a .f �va��r.�v� ecr vie)♦ „k � '�, � t �: ii '� ',d�'",r`� -" »",��. `.
REMOVE EXISTING TILE ROOFING MATERIALS DOWN TO DECKING. RE -NAIL DECK. INSTALL NEW
I METAL PANEL ROOF SYSTEM OVER SELF -ADHERED UNDERLAYMENT. (5800 sq.ft. / 5:12 pitch)
Haaftional work to be ertormed under this permit— check all apply:
E1HVAC Ei Gas Tank Gas Piping _ Shutters ❑ Windows/Doors
Electric ❑ Plumbing Sprinklers Generator Roof
Total Sq. Ft of Construction: 5800 S . Ft. of First Floor:
Cost of Construction: $ 28,130.00 Utilities:'n Sewer Septic Building Height: <16'
b 1 ywo, gf¢b��
orNa/LEssE 7� �mr���oNTRACTOR
n - *....
S��G .:
Name HARRY & PATRICIA BENSON
Name: KYLE WHITE
Address: 9514 LAURELWOOD COURT
Company: J.A. TAYLOR ROOFING, INC.
City: FORT PIERCE State: FIL
Address: 302 MELTON DRIVE
Zip Code: 34951 Fax:
City: FORT PIERCE State: FL
Phone No. 772-464-3395
Zip Code: 34982 Fax: 772-468-8397
E-Mail:
Phone No. 772-466-4040
E-Mail: karenfortaylor@aol.com
Fill in fee simple Title Holder on next page (if different
from the Owner listed above)
State or County License: CCC1325895
I iT vaiue or construction is �,zSuu or more, a KtWKutu Notice oT Commencement is required.
sup' ' MEIUTAL C()NSTRU�CTIQN LIEN{ LAW
INFC1RMi4TIQi
DESIGNER/ENGINEER: x Not Applicable
MORTGAGE COMPANY:.
x Not Applicable
Name: HARVEYKOEHNEN
Name:
Address: 7205 ELYSE CIRCLE
Address:
City: PORTST.LUCIE State: FL
City:
State:
Zip: 34952 Phone: 772-466-55o9
Zip: Phone:
FEE SIMPLE TITLE HOLDER: x Not Applicable
BONDING COMPANY:
x Not Applicable
Name:
Name:
Address:
Address:
City:
City:
Zip: Phone:
Zip: Phone:
OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated.
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work
in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use
WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for
improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite
before the first inspection. If you intend to obtain financing, consult with lender or an attorney before
commenciXg work or recording your Notice of Commencement.
Signature of Owner/ Agent/ Lessee
STATE OF FLORIDA
COUNTY OF ` SAINT LUCIE
Signature of Contractor/License Holder
STATE OF FLORIDA
COUNTY OF SAINTLUCIE
The forgoing instrument was acknowled ed before me The forgoing instrument was acknowledgedd efore me
this 19TH day Of AUGUST 204by this 19TH day of _AUGUST 2CL�Jby
KYLE WHITE KYLE WHITE
(Name of person acknovytedging) (Name of pin acknowlIed ing )
re of Notary Public- State of Florida )
re of Notary Public- State of Florida )
Personally Known x OR Produced Identification Personally Known x. OR Produced Identification
Type of Identification Produced Type of Identification Produced
r1(rAREN S. NIELS
Commission NO. FF115637 :o���r�4O4' e m ission NO. FF715637 �.•`�*+ou''�
c'dmmission # FF 11 & °,n^(Sel�1}REN S. NIELSEI
y Commission Exp res _, �_ Commission # FF 1156
M
My Commission Expir
�UmP� o� ::a�. • une
Revised 07/15/2014
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEA TURTLE
MANGROVE
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
RECEIVED
DATE
COMPLETED
i JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY
FILE'
# 3989395 OR BOi_`666 PAGE 2155,, Recorded 08/28/2014 1,09:36 AM
hY/
NOTICE OF COMMENCEMENT
TO BE COMPLETED WHEN CONSTRUCTION VALUE EXCEEDS $2,500.00
OR WHEN HEATING OR AIR CONDITIONING REPAIR OR REPLACEMENT EXCEEDS $7,500.00
PERMIT ff: TAX FOLIO M: 1921 W h 00 %- CW -C
State of Horldo, Cou11►y of 60kif L(ie,16 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 in this notice Of Comm cement.
,/
1. LEGAL DESCRIP�T(ON OF PRQPERTY (AND STREET ADDRESS IF AVAILABLE): ��/5 L19UYe�6[/O!�'/ now
MCAMC 0q eU NUXUPY 006 - UN rr rHKEE- 46T150
2. GENERAL DESCRIPTION OF IMPROVE ENT:_
3. QOWNER INFORMATION or ❑LESS E INFORMATION (If Lessee contracted for the Improvement)
a. Name:`rm"RINA. OENJL7N !
Address: 4514 Lrluml"an OZw'4, Yor��crCE, / i 3y9S/
b. Interest in property: mwner
c. 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
5. SURETY COMPANY (IF Applicable, a copy of the payment bond Is attachedr
a. Name & Address: _N/A
b. Phone number. Bond amount:
6. LENDER/MORTGAGE COMPANY:
a. Name & Address: _N/A
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 STATUTES:
a. Name & Address: _N/A
b. Phone number fax number.
S. 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(1) (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).
WARNING TO OWNER:
ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,
PART I, SECTION 713.13, FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT
MUST RE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. It YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
UNDER PENALTIES OF PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS IN IT ARE TRUE TO THE BEST OF MY
KNOWLEDGE AND BELIEF (SECTION 92.525, FLORIDA STATUTES
':�ia ng, C ma7&, PATA1CtA SaN
SIGNATURE OF OWNER or LESSEE or OWNE 'S AUTHORIZED OFFICER/DIRECTOR/PARTNER/MANAGER - SIGNAORY'S TITLE / OFFICE
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAYOF_ 2pf"( BY:
17- 74-14 w /_40A/
AS &ilhBY FOR
NAME OF PERSON TYPE OF AUTHORITY NAME OF PARTY ON BEHALF OF WHOM`STRUMENT WAS EXECUTED
PERSONA Y OWN [dPRODUCED IDENTIFICATION TYPE OF IDENTIFICATION PRODUCED
Aji
N TARY SIGNATURE / NOTARY PRINTED NAME / NOTARY SEAL
f� « IKAREN S. NIELSEN
sion R FF 115637
mission Expires
e 12, 2018
STATE OF FLORIDA
ST. LUCIE COMITY
Property Appraiser - St.Lucie County, FL
http://www.paslc,non/paslc/prc.asp?prclid=l32770100700000
PROPERTY RECORD CARD
Harry €, Flenson
Record: 1 0l' 1
<:Prev tiext=% Spec.:lssrnnt Ta\es F,remplions Permits Home Print
1'roperty liientificatiun
Site Address:
9514 LAURELWOOD CT
ParcelID:
1327-701-0070-000-0
Sec/Town/Range:
27 :34S :39E
Account #:
5386
Map ID:
1
Use Type:
SF Res
Zoning:
PUDUD
City/Cnty:
Saint Lucie County
Owacrrfhip and Mailing
Lc<�al Description
Owner:
Harry L Benson Patricia A Benson
MONTE CARLO COUNTRY CLUB -UNIT THREE- LOT 250 (OR 3043-1152)
Address:
9514 Laurelwood Ct
Fort Pierce FL 34951-2931
,Sales Information
Assess, ruent 2013 Total Land and Building
Date
Price Code Deed
Book/Page
2013 Final: 175900 Land Value: 35700 Acres: 0.4
12/15/2008
250000 00 WD
3043 / 1152
Assessed: 175900 Building Value: 140200
4/1/1991
48000 00 WD
0732 / 2778
Ag.Credit: 0 Finished Area: 2297 SgFt
10/31/1988
28000 00 - WD
0609 / 2331
Exempt: 50000
8/11/1988
7150000 02 QC
0599 / 0647
Taxable: 125900
8/1/1984
11058000 02 CV
0440 / 2803
Taxes: 2731.19
Rt_ILDINC INFORII;A
Ex terior I'1'aitr ITS
View:
-
RooiCover:
CT - Conc Tile
RoolStruct:
HP - Hip
ExfType:
HB - HB
YearBlt:
1995
Framc:
-
Grade:
B - B
EitYrBlt:
1995
PrimeWall:
BS - CB Stucco
StoryHght:
0010 - 1 Story
No.Units:
1
SecWall:
-
in crior Features
BedRooms:
3
Electric:
MX - MAXIMUM
PnnIntWall:
DW - Drywall
FullBath:
3
Heafl'ype:
FHA - FrcdHotAir
AvgHt/Fl:
1/2Bath:
0
HeatFuel:
ELEC - Electric
Prm.Flors:
CU - Carpet
%A/C:
100
%Heated:
100
%Sprinkled:
0
Special Futures and yard
licrns
L-and Information
Type
Y/S
Qty.
Units Qual.
Conti
YrBlt.
No. Use "Type
Type
Measure Depth
DWC - Driv-Concret
Y
1
720 AV
AV
1995
1 0100-SF Res
GFI -Front Ft
120 147
ENC2 - POOL ENC-AVG
Y
1
1914 AV
AV
2013
PA01 - POOL DK-AVG
Y
1
.1669 AV
AV
2013
SWAV - RES POOL AVG
Y
1
196 AV
AV
2013
SPA - SPA -HOT TUB
Y
1
49 AV
AV
2013
PHTR - POOL HEATER
Y
1
1 AV
AV
2013
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
Page 1 of 1
T reasure Harvey E,,--",inen
Ccast Professic�,, Lingineer#32831
B uilding Architect #AR0009471
E ngineerg, Certified General Contractor #CGCO24776
Inc.
e
Contractor tA- &^f l-QCL 1NG..
Owner Be% 00
Job Address 15 IA. u,ko QEr_ woop L-r
METALROOFING 6tajL jL (lo1 Nl.��.se2ip 1wp'y %-Dv,
NEW ROOF RE -ROOF_ REPAIR AREA SBSQ.
MET AL ROOF PLAN
7205 Elyse Circle
P 5 L Florida 34952--
PHONE(772) 466-5509
FAX(772) 489-3035
E-MAIL:hkoehnen@tcbeweb.com
Date eZ lq, t 4-
ASCE 7-10 & FBC 2010 ENCLOSED BLDG X SEMI ENCLOSED BLDG OPEN
PART 2 LOW RISE C&C SIMPLIFIED
RISK CPT 2/V = _ ( to a /EXPOSURE +�= � •b /K7t =1.0/h J5 / 5/12 PITCH
ROOF SYSTEM 'C81!' I�9,br r-L 116A8.6
ZONE 1 P @ @ h=30 = X = PSF x 0.6 = - Z5.3 AI1�
ZONE 2 P @ @ h=30 = x = PSF x 0.6 = - 4-1.( a =_ I� y
ZONE3P@ @ h=30 = x - PSFxO.6= -44-1 a=
MAX DESIGN PRESSURE PER NOA �l 0
DECK TYPE l- f y�ofl O THICKNESS 4Sf32" 141,14
BASE SHE I,NO. OF PLIES _� FASTENER TYPE
PLY SHEET NO. OF PLIES — FASTENER TYPE — 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/ L #(0x ("Qh&V—A.LE UhA. p Woo a SLZOL01
DRIP EDGE SIZE ' X 3" DRIP MAT ERIAL2+1061)c Gay ( FLASHING MATERIAL2/- FASTENER SPACING FOR METAL ROOF PANELS: FIELD (,,:j' PERIMETER (a *' CORNER_
N
T reasure Harvey E. Koehnen
C oast Professional Engineer #32831
6 uilding Architect #AR0009471
E ngineers, Certified General Contractor #CGCO24776
Inc.
These Tables Are For Roof Coverings
Roof coverings Installed on Buildings with a
Mean Roof Height of 30' or Loss Located in Exposures B, C or D
Table R301.2 [2]_0>? i✓ t c u;u-- Qsca 7- lb
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
Roof > 7 to 27 degrees
'Zone 1
-25.3
- 30,7
- 35.5
-37,2
- 42
27 degrees = 6112 pitch
Zone 2
-44,1
- 63A
- 61.8
-64.9
- 73.3
Zone 3
-78.8
- 91.2
- 95.7
- 108,11
_-.6
V
Roof > 27 to 45 degrees
Zone 1
- 27.8
-33.7
-40.0
-40.1
-462 NW
45 d.egrees = 12/12 pitch
Zone 2
- 32.4
-39.3
-45.4
-47.7
-53.8
Zone 3
- 32.4
-39.3
-45.4
- 47.7
-53.8
160 Exp B
150 Exp C
150 Exp C
150 Exp D
150 Ei p D
(one story-)
( two story*) (one story*)
( two story.)
Roof > 0 to 7 degrees
Zone 1
-24.3
-29.6
-34.1
-35.8
-40.4
7degrees = 11/2 /12 pitch
Zone 2
-40.8
-49A
-57.2
-60.0
-67.8
Zone 3
-61.4
-74.3
-86.0
-90.3
-102.0
Roof > 7 to 27 degrees
Zone 1
-22.2
- 26.9
- 31.1
-32.7
- 36.9
27 degrees = 6/12 pitch
Zone 2
-38.7
- 46.9
-54.2
-56.9
- 64.3
Zone 3
--57,3
- 69.4
- 80-3
-84.3
- 95.2
Roof > 27 to 45 degrees
Zone 1
- 24.3
=29.5
-34.1
-35.8
-40.4
45 degrees = 12/12 pitch
Zone 2
- 28.4
-34.4
-39.8
-41.8
-47.2
Zone 3
- 28.4
-34.4
-39.8
-41.8
-47.2
Ohe 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
-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
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Product Approval Menu > Product or Application Search > Application List > Application Detail
FL # FL11698-R1
Application Type Bevis_i�
Code Version 2010
Application Status Approved
Comments
J
Page 1 of 4
?'tRua rMW neira caarAsr08P
Archived F_
Product Manufacturer Englert Inc.
Address/Phone/Email 1200 Amboy Ave.
Perth Amboy, NJ 08861
(732)826-8614 Ext3909
j.tripod@englertinc.com
Authorized Signature James L. Buckner P.E.@CBUCK Engineering
jimmy@cbuckinc.net
Technical Representative Joseph F. Tripod
Address/Phone/Email 1200 Amboy Avenue
Perth Amboy, NJ 08862
(732)826-8614
jftripod@aol.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
F Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who James L. Buckner, P.E @ C-Buck, Inc.
developed 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
r Validation Checklist - Hardcopy Received
Certificate of Independence FL11698 R1 COI CertOfInde odf
Referenced Standard and Year (of Standard) Standard
Year
TAS 125 2003
UL1897 2004
http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2frrZeD%2bAMp9rG3U... 3/20/2012
. AvA.uu ,-jullulllg wuc viulne r
Page 3 of 4
Deck
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
Approved for use outside HVHZ: Yes
FL11698 R1 II 5 S1100 032Alum WoodDeck EVALREPORT. df
Impact Resistant: No
Verified By: James L. Buckner, P.E P.E. #31242
Design Pressure: +N A -37.5
/ /
Created by Independent Third Pa
Party: Yes
Evaluation Reports
Other: Refer to Evaluation Report for
j Limitations and Conditions of Use. Refer to
FL11698 RI AE 5 S1100 032Alum WoodDeck EVALREPORT. df
Created by Independent Third Pa rtY: Yes
I manufacturer's installation instructions as a
supplemental guide for attachment.
I
11698.6 6 - Englert "Series 1101°
Limits Use
Roof Panel - 24 Gauge Steel, 16" Width, Attached to Plywood Deck
of
Approved for use outside HVrified
Approved for use in HVHZ: N]['7
stallation Instructions I
11698 RI II 6 51101 24oa WoodDeck EVALREPORT odf I
Impact Resistant: Noeated
By: James L. Buckner, P.E P.E. #31242
by Independent Third Party: Yes
Design Pressure: +N/A/-165
Refer to Evaluation Rep11698
aluation ReportsOther:
and Conditions of Useated
manufacturer's installation instrsupplemental
Ri AE6 S1101 24oa WoodDeck EVALREPORT odfLimitations
by Independent Third Party: Yes
guide for attachm
i
11698.7
7 - Englert "Series 1101"
Roof Panel - 0.032" Aluminum, 16" Width, Attached to Plywood
I
Deck
Limits of Use
1. Approved for use in HVHZ: No
Installation Instructions
Approved for use outside HVHZ: Yes
FL11698 R1 II 7 S1101 032A1um WoodDeck EVALREPORT. df
Verified By: James L. Buckner, P.E P.E. #31242 j
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/-37.5
Other: Refer to Evaluation Report for
Evaluation Reports
Limitations and Conditions of Use. Refer to
FL11698 RI AE 7 S1101 032A1um WoodDeck EVALREPORT. df
Created by Independent Third Party: Yes
manufacturer's installation instructions as a
guide for attachment.
1supplemental
11698.8 =8 - Englert "C Panel"
Roof Panel - 26 Gauge Steel, 24" Width, Attached to Plywood Deck j
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
FL11698 R1 II_8 CPanel 26ga WoodDeck EVALREPORT
i Approved for use outside HVHZ: Yes
Impact Resistant: No
odf
Verified By: James L. Buckner, P.E P.E. #31242
j Design Pressure: +N/A/-62
Created by Independent Third Party: Yes
Evaluation Reports
I Other: Refer to Evaluation Report for
j Limitations and Conditions of Use. Refer to
FL11698 RI AE 8 CPanel 26oa WoodDeck EVALREPORT odf '
Created by Independent Third Party: Yes
manufacturer's installation instructions as a
supplemental guide for attachment.
j
11698.9 9 - Englert "C Panel"
Roof Panel - 0.032" Aluminum, 24" Width, Attached to Plywood
Limits of Use
Deck
Installation Instructions
FL11698 RI II 9 CPanel 032Alum WoodDeck EVALREPORT. df
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Verified By: James L. Buckner, RE P.E. #31242
Design Pressure: +N/A/-99
Created by Independent Third Party: Yes
Evaluation Reports
Other: Refer to Evaluation Report for
Limitations and Conditions of Use. Refer to
FL11698 Ri AE 9 CPanel 032Alum WoodDeck EVALREPORT. dr i
Created by Independent Third Party: Yes
manufacturer's installation instructions as a
supplemental guide for attachment.
i
Back Nezt
Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. copyright 2007-2010 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, e-mail 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 regarding DBPR's ADA web
accessibility, please contact our Web Master at webmaster(c5dbor.state.Fl us.
Product Approval Accepts:
RWM _g ® eCliek M
http://floridabui lding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgsQFc5 K%2 f I'rZeD %2bAMp9rG3 U... 3 /20/2012
tZU ""
am+ r ., �. a �i
A e &. j
�si
Speclalty Sfirucfiural Engtneering
Evaluation Report
"Englert® Series 1101"
Metal Roof Assembly
Manufacturer:
Englert, Inc.
1200 Amboy Avenue
Perth Amboy, NJ 08862
(732) 826-8614
for
Florida Product Approval
# FL 11698.6-111
CBUCK, Inc. Certificate of Authorization ##8064
Florida Building Code 2010
Per Rule 9N-3
Method: 1- D
Category: Roofing
Sub - Category: Metal Roofing
Product:
Material:
Panel Thickness:
Panel Width:
Panel Seam:
Support:
"Series 1101" Roof Panel
Steel
24 gauge
16"
Snap -Lock
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. 11-188-S1101-S4W-ER
Date: 11 / 24 / 11
Contents:
Evaluation Report Pages 1— 7
r
PBuCc
ames Ler, P.E., SECB
Florida P.E. # 31242
CBUCK, Inc. i Z/1311 r
1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403
Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net
1 \I
Specialty Structural Engineering
Manufacturer: Englert, Inc.
Product Name: "Series 1101"
Product Category: Roofing
Product Sub -Category Metal Roofing
FL #: FL 11698.6-111
Date: 11 / 24 / 11
Report No.:11-188-51101-S4W-ER
Page 2 of 7
CBUCK, Inc. Certificote of Authorization #8064
Compliance Method: State Product Approval Rule 9N-3.005 (1) (d)
Product/System "Series 1101" Roof Panel
Description: 24 gauge steel Nailstrip roof panel mechanically attached to Wood Deck with
screws.
Product Assembly as Refer to Page 4 of this report for product assembly components/materials &
Evaluated: standards:
1. Roof Panel
2. Fasteners
4. Underlayment
I)
Support: Type:
Wood Deck
(Design of support system is outside the scope of this evaluation.)
Description:
• 15/32" or greater plywood,
• or Wood plank (min. specific gravity of 0.42)
Slope: ✓Minimum slope shall be: 3 :12 or greater
In accordance with manufacturer's recommendations, FBC Section 1507.4.2 and
applicable code sections.
Performance: Wind Uplift Resistance:
• Design Uplift Pressure: METHOD 1: -150 PSF'/
In)
FL #: FL 11698.6-R1
Date: it / 24 / 11
CE3UCK EngineerReport No.: 11-188-51101-S4W-ER
nQ Page 4 of 7
Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064
Components/Materials Roof Panel:
(by Manufacturer): Material:
Thickness:
Panel Widths:
Rib Height:
Yield Strength:
Corrosion Resistance:
Fastener:
Type:
Size:
Corrosion Resistance:
Standard:
S%Applicati
ealant:
e:
Size:
Lo tion.
mponerfts&
Ma Is:
( t
Englert Series 1101
Steel
24 gauge (min.)
16" (max.) Coverage
1"
40 ksi min.
Per FBC Section 1507.4.3
Pancake -Head Wood Screw
#10x1"
Per FBC Section 1506.6 and 1507.4.4
Per ANSI/ASME B18.6.1
Bostik C m-C ulk 91
V
urethane adhesive
3
aloe fu ngth of panel
(Rend drawl Pg 6-7)
Underlayment:
Per roofing manufacturer's guidelines in compliance with FBC Section 1507.4.5
sulation (Optional):
T e: Ri id Ins lation Board
Thic ess: ' (max.)
Prope ies:
De sity: 2.25 pcf (lbs/ft in.
Or Com es ' e Strength: 20 psi min.
Insulatio Note
• 1 ulation sh I comply with FBC Se ti n 1508. When ins ation is
incorporated, fa ener ngth shall conform to penetrate thru bot m of
support a minimum /16".
FL #: FL 11698.6-111
Date: 11 / 24 / 11
CEUCK Engineerin qReport No.: 5-188-S1101-S4W-ER
Page
ISpecialty Structural EnginePrinq CBUCK, Inc. Certificate of Authorization #8064
Installation: Installation Method:
(Refer to "TABLE A" below and drawings on Pages 6-7 of this evaluation report.)
■ Fastener Spacing: Refer to "TABLE A" Below
(along the length of the panel)
■ Rib Interlock: Snap -Lock
(Panel ribs shall be fully engaged to form an integral snap -lock.)
■ Seam Adhesive: Refer to Table "A" & Drawing Page6.
(Apply along male flange the full length of the panel.)
■ Minimum fastener penetration thru bottom of support, 3/16".
■ For panel construction at the end of panels, refer to manufacturer's
instructions and any site specific design.
TABLE "A"
METHOD 1
METHOD Z
Design Pressure:
✓ -150 PSF
- 65
Fastener Spacing:
✓ 6" o.c.
' o,
Se m he ' e:
�quired
"fer'�'boap
Install the "Series 1101" roof panel assembly in compliance with the installation
method listed in this report and applicable code sections of FBC 2010. The
installation method described herein is in accordance with the scope of this
evaluation report. Refer to manufacturer's installation instructions as a
supplemental guide for attachment.
Referenced Data: I. TAS 125 Uplift Test
By Architectural Testing, Inc. (FBC Organization ID# TST 1558)
Report No. 93745.01-109-18, Date: 11/16/09
Specimens #1-3
2. Quality Assurance
Keystone Certifications, Inc. (FBC Organization ID# QUA 1824)
Englert, Inc. Licensee #420
3. Equivalency of Test Standard Certification
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization #ANE 1916)
4. Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization # AN 1916)
CBUCK Engineering
FL #: FL 11698.6-111
Date: 11 / 24 / 11
Report No.:11-188-51101-S4W-ER
Page 6 of 7
Sppctalfti Structural E=nc31nL=L=r1ng CBUCK, Inc. Certificate of Authorization #8054
Installation Method
Englert, Inc.
"Series 1101" (24 gauge Steel) Roof Panel attached to Wood Deck
Drawings
16"
1"
3/4�"
Panel Profile
16" o.c.
Wood Deck
Integral Snap Lock
F M OD
F M /8' b ad Bo ti S I
enti len of el
#10 x 1"
Pancake -Head Screw
Typical Assembly Profile View
(Typical Fastening Pattern Across Width)
I
CSUCK EngineerInQ
Specialty Structural Engtneertnq
FL #: FL 11698.6-111
Date: 11 / 24 / 11
Report No.: 11-188-S1101-S4W-ER
Page 7 of 7
CBUCK, Inc. Certificate of Authorization #8064
Installation Method
Englert, Inc.
"Series 1101" (24 gauge steel) Roof Panel attached to Wood Deck
"SE
Fastener:
Io1JL vv000 IJeCK continuous along rnale nb
(Refer to Table "A")
Typical Roof Assembly
Isometric View
(Optional) Rigid Insulation Board per Page 4 of this report
TABLE "A"
METHOD 1
METHOD
Design Pressure:
✓ -150 PSF
65 SF
Fastener Spacing:
✓ 6" o.c.
110.
m h ive:�-���equir
" bead
efe pg -7)
Florida Building Code Onlin'�-_,'
Page 1 of 2
•- ,.,� Via: ,. - ......�:nl
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-1 PER: uccUsert Approval
Product Approval Menu > Product or Application Search > Application List > Application Detail
.�- -z--+
FL
Application Type
FL9777-R2
Affirmation
Code Version
2010
Application Status
Approved
Comments
Archived
❑
Product Manufacturer Owens Corning
Address/Phone/Email One Owens Corning Parkway
Toledo, OH 43659
(740) 404-7829
greg.keeler@owenscorning.com
Authorized Signature Greg Keeler
greg,keeler@owenscorning.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative \ ��
Address/Phone/Email ,�\
Category Roofing
Subcategory Underlayments
Compliance Method
Testing Lab
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Test Report
PRI Construction Materials Technologies, LLC
Underwriters Laboratories Inc.
03/08/2015
Robert J. M. Nieminen, PE
❑ Validation Checklist - Hardcopy Received
FL9777 R2 COI PRI cert of independence.odf
Referenced Standard and Year (of Standard) Standard Year
ASTM D 1970 2001
Equivalence of Product Standards
Certified By
Documentation from approved Evaluation or Validation Entity
http://floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtgkcMGblcW7I%2fZ... 9/ 10/2013
Florida Building Code Online - v Page 2 of 2
106
Product Approval Method Method 1 Option B
Date Submitted 02/01/2012
Date Validated 02/01/2012
Date Pending FBC Approval
Date Approved 03/31/2012
!summary of Products
FL #
Model, Number or Name
Description
9777.1
JWeather Lock Metal
Weatherproofing Underlayment
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL9777 R2 II install weatherlockmetal.pdf
Approved for use outside HVHZ: Yes
FL9777 R2 II Technical Bulletin - WeatherLock over
the entire deck2.pdf
Impact Resistant: N/A
Design Pressure: N/A
Verified By: Robert Nieminen 59166
Other: 1.) This Approval is not for use within HVHZ, 2.)
Test Reports
Shall be Installed in accordance published installation
FL9777 R2 TR PRI WeatherLock Metal ASTM
D1970.pdf
instructions and FBC non-HVHZ requirements.
9777.2 Weatherlock G
Weatherproofing Underlayment
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL9777 R2 II install weatherlock G and MAT.pdf
FL9777 R2 11 Technical Bulletin - WeatherLock over
Approved for use outside HVHZ: Yes
the entire deck2.pdF
Impact Resistant: N/A
Design Pressure: N/A
Verified By: Robert Nieminen 59166
Other: 1.) This Approval is not for use within HVHZ. 2.)
Test Reports
Shall be installed in accordance published installation
FL9777 R2 TR PRI NE10240201 ASTM D1970.Ddf
instructions and FBC non-HVHZ requirements.
9777.3 Weatherlock MAT
Waterproofing Underlayment
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL9777 R2 II install weathercock G and MAT.pdf
FL9777 R2 II Technical Bulletin - WeatherLock over
Approved for use outside HVHZ: Yes
the entire deck2.pdf
Impact Resistant: N/A
Design Pressure: N/A
FL9777 R2 II weatherlock mat 4i n deck taoe2.pdf
Verified By: Robert Nieminen 59166
Other: 1.) This Approval not for use in the HVHZ. 2.)
Shall be installed in accordance with published
Test Reports
installation instructions subject to FBC non-HVHZ
FL9777 R2 TR PRI WeatherLock MAT ASTM D1970.odf
requirements. 3.) Minimum slope 1:12. 4.) Shall not be
installed over existing roofing materials. 5.) Substrate
shall be clean, smooth and dry.
Back t<ext
Contact Us :: 1940 North Monroe Street, Tallahassee K 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -retards 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.
•Pursuant to Section 455.275(i), 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:
zzlM
securitimi [r.i—
http://flori dabuilding.org/pr/pi _app_dtl.aspx?param=wGEVXQwtDgtgkcMGblcW 71%2fZ... 9/ 10/2013