HomeMy WebLinkAboutSUBMITTED PAPERSDATE:
FEES DUE:
RECEIPT #:
Permit #:
1. Location/Site Addri
2. Parcel ID Number:
S'
St. Lucie County Building & Zoning CBY�V�p
2300 Virginia Avenue Ft. Pierce, FL 3498 1`
Te1.772-462-1553 GC/O G'OUnt
APPLICATION FOR ROOF PERMIT y
Office Use
Only
Section
Township
Range
Mao Page
Zoning
Land Use
Initials
3. Description of Project or Work Activity: Y Y- O F F ISM �h�'P I I aACIT t- I VVve In I �
4. Total Roof Area (square feet): ISM 5. Roof Pitch: �--
6. Type of Roof: [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle)
[ ] Tar & Gravel [ ]Modified Bitumen [� Other W IYI9 6enm
02;tR t,
[V40.A. or Florida — Product Approval required for all types of Roofing Material (2 Sets) — p q h G IS
] 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-:(� i ltJ N W 11��t�►g�1
Address: Ip
City: il�jd ae,,(Ir C, State:
Zip: Phone:
9. Value of Construction: $ (n (�
Note Dry -in and Final Inspection Required
Additional inspection may be required per Product Approval
Contractor Information
FI. Reg/Cert #: OP,
0,1 S 2`S 9 S
County Cert #:
Business Name: t-- •� • A Y i S, j d C.
Fees Due: 3 l ` 0 0
Receipt #: �Ra
CONTRACTOR/OWNER'S AFFIDAVIT: I certify that all of the informati con ined in this application is correct and that all work will be
done in compliance. with all app ab , aws regulating construction and zoning.
PRIl�UALIFIERS/OWNERS NAME SIGNATU F QUALIFIER/OWNER
STATE OF FLORIDA, COUNTY OF -Sp�% nA k k wnlf, h
ACKNOWLEDGED BEFORE ME THIS q DAY OF 20—LL_, �11P �1h1 L%
WHO IS PE ONALL WN v TO ME OR HAS PRODUCED AS IDENTIFICATION
NOTARY PUBLIC STATE OF FLORIDA
�---- Karen S. Nielsen
SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY ':Commie 1000358
Expires: 12, 2014
COMMISSION NUMBER 100035� soxn$)x�tvAT►nrrrccBONDING co.,irta
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.
14:39 7724688397 JATAYLOR PAGE 61/61
Public Works Department
Code Compliance Division
2300 Virginia ,Avenue
Ft. Fierce, FL 34982-5652
INSPECTION AFFIDAVIT
RE: Permit 11 111
IWu f -_ ,licensed as a(n) Contractor*/Engi> eeer/Architect/
(Pleasd4rint nano and circle license type) I' S 468 Building Inspector*
* General, Building, Rcsidcotial, or RaoAnS Contractor or any individual certified under 468 V.S. to make such an
inspection. All affidavits I1tiust include photographs of each plane of the roof with the permit liar address it clearly
shown marked on the deck for each inspection,
On or about � 1 � _ IRL_
(Date & time)
I did personally inspect the roo
deck nailin ar7 nr secondary rater barrier work at 3 A5k lct. syCe�1 ,
(cir•clr• one) (Job Site A ess)
Based upon that examination I have determined the installation was done according to the
Hurricane Mitigation Retrofit M nual, (Based on 553.844 F.S.)
License #
STATE p.FF7 LORIDA
Sworn to and subscribed before tape this ��—day of �� • 200
RECE
by T, � �-� 1 `I`1 `� Who is personally known or who has produced R
VED
- _as identification.
Notary Public, State of Florida
Signature of Notary: N &X a
�
Comnlission No.: a�
cml 9/27/07
NO 0 8 2011
k`Vcwtks
:<rt T, FL
uAY R
9 of Florida
ntwell.P-120029
5
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY
FILE # 3638980 OR BOO.' '32 PAGE 2186, Recorded 10/19/2011 '%0:18 AM
AFTER RECOMM R1mXtN TO:
J. A. TAYLOR ROORM' W_
W2 MELTON DRIVE
FORT PIERM FL 34IM
PERAIrr NUMBER:
NOTICE OF COMMENCEMENT
The undersigned hereby given notice that improvement will be made to cedain real property, and in accordance with Chapter 713,
Florida statutes the following information Is provided in the Notice of commencement
1. DESCRIPTION OF PROPERTY (Legal *Vcription and sheet address) TAX FOLIO
3. OWNER INFORMATION. a. e
b. Address o. interestin property ISAiJrLvr
d. Name and address of fee simole titleholder (if other than owner)
4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: J. A TAYLOR ROOFING. INC.
6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: III t4
7. Persons within the State of Florida desigrmtod by Owner upo whom notices or other documents may be served as provided by
Section 713.13 (1)(a) 7., Florida Statutes:
NAME, ADDRESS AND PHONE NUMBER: fJ' N
B. In addition to himself or herself, Owner desbroin the following to receive a copy of the Lienors Notice as provided in Section
713.13 (1)(b), Florida Statutes:
NAME, ADDRESS AND PHONE NUMBER: 1111 A
9. Expiration date of notice of comma (the woration data is 1 year from the data of recording unless a different date is
specified) 20
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 1 SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT
IN YOUR PAYING TWICE FOR IMPROVEMENTS TOYOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TOOBTNN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE COMMENCING WORKOR RECORDING YOUR NOTICE OF COMMENCEMENT.
* * AV �'h .S z G G
Signature of Owner or Print Name and Provide Signatorys TlUe/Offlce
Owner's'Authorized OfficeHDlrector/Parbter/Manager
State of Florida County of!! j64 1-1-3 C•)&
The foregoing insWm' eMwas acknowledged before me this �q_day of ��e rA i W_ Y .20 11
By�PAt1 a—T iell as 1511 %k%;.F `"I
(Printed name of person signing above) (Type of authoft... e.g. Owner, officer, trustee, attorney in fact)
For
(Name of party on behalf of whom instrurtleM was executed) Personally ((rown_ or produced the following type of ID: r/
— 'J NOTARY PUBLIC.STATB 0I? n0RMA
,fey_'fj AI (r° �SE� �s—� Karen S. Nielsen
(Printed Namotery Pudic) (Sigrrahure of afery Public) C0MMiW00 #DD1000358
Nameof
Under penalties of ExPim: JUNE 12, 2014
p perjury, I declare that I have read the foregoing and that facts lot it§&Ri@�YofBrap100gN(gdge and
belief (section 92.525, Florida Statutes).
Slg�naaWro((ss)) of OwnerOO s) or wner(s)' Authorized Officer/Director/ParbmrAManager who signed above:
; * By: Z✓ _ 74,42 By
(Signature) (Printed Name) Rev. 0eaerma7(R-1d.9)
STATE Of FLORIDA
ST LUCIE COUNTY `
TWICICTn C1)TICVTLIAT7Llrnrna
TR
OF
By
Da
SECTION 1525
HIGH -VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION
Florida Building Code Edition 2007
High -Velocity Hurricane Zone Uniform Permit Application Form.
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF
THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE
REQUIRED DOCUMENTS AS NOTED BELOW:
Roof System Required Sections of the Att
N
Permit Application Form
achments Required
See List Below ,
Low Slope Application
A,B,C
1,2,3,4,5,6,7
Prescriptive BUR-RAS 150
A,B,C
4,5,6,7
Asphaltic Shingles
A,B,D
1,2,4757637
Concrete or Clay Tile
A,B,D,E.
1,2,3,4,5,6,7
Metal Roofs
A,R;D....
1.,2,3,4,5,6,7
Wood Shingles and Shakes
A,B,D
E1,2,4,5,6,7Other
As Applicable
ATTACHMENTS REQUIRED:
HAl2VEY E. KOEtNEN
rofessional Engineer 32831
7205 Elyse Circle
ort St. Lucie, FL 34952-3212
(772) 489-3035 fax
1.
Fire Directory Listing Page
2.
From Product Approval:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
3.
Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS
128
4.
Other Component of Product Approval
5.
Municipal Permit Application
6.
Owners Notification for Roofing Considerations (Reroofing Only)
7.
Any Required Roof Testing/Calculation Documentation
1 5-56
2007 FLORIDA BUILDING CODE COMMENTARY;"
I.
F d
ROOF(, IEMBLIES AND ROOFTOP STRUCTURES
Florida Building Cade Edition 2007
High -Velocity Hurricane Zone Uniform Permit Application Form.
Section A (General Informaiion)
Master Permit No. Process No.
Contractor's Name -� • l� '�r`�~Llr� �'
Job Address
ROOF CATEGORY
❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile
❑ Asphaltic Metal PaneltSh Agles ❑ Wood Shingles/Shakes
Shingles
❑ Prescriptive BUR-RAS 150
ROOF TYPE
El New Roof 1 Reroofing— B—Re❑ Repair ❑ Malrtenance
ROOF SYSTEM
INFORMATION
'T
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
le0o I Pj0CD
Section B. (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains; scuppers, overflow scuppE rs and isvaittew idra{MI-INEN
Include dimensions of sections and levels, clearly identify dimensions of elevated pressure ZoFleCWid@AM iojfeer 32831
7205, Elyse Circle
parapets. Pore st, L iFL 3
M
(0.113" diam. full round head.!" long)
Spaced 6" o.c. at ends & fiiell0 to trusses
4952-3212
15-57
2007 FLORIDA BUILDING CODE COMMENTARY
ROO( ''3EMBL1ES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2007.
High -Velocity Hurricane Zone Uniform Permit Application Form.
Section D (Steep Sloped Roof System
Roof System Manufacturer:
fP GL K-ri S£rLips L 16 I SNkP L-4y-
Notice of Acceptance Number:
FL.. lieP �. :.. ... - . .
Minimum Design Wind Pressures, If Applicable (From RAS 127 or
.Calculations): i4a V,
Pl : .. 3M- 5 P2: --S6,, 2 - P:�: •. �3• I
Maximum Design Pressure
(From the Product Approval Specific System):
Steep" S.lpped. Ro-ofl System Description
Deck Type: P.C,Yivoo.�
Type Underlayment: 2 P1.165 3o:'Fe-L_r
Roof Slope:
3 : 12
Insulation:
Fire Barrier:
Ridge Ventilation? Fastener Type & Spacing:
r, GKEW Co':A-G "fK�.tt �>uVS
Adhesive Type:
Type Cap Sheet:
Mean Roof Height: II Roof Covering: 2� S1uh-0 G.oGK�
Type & Size Drip 3 All.
Edge:
i,
HARVEY E. K®EPINEAi F '
Professional Engineeo 3233.J f
7205 Elyse Circles
Port St. Lucie, FL349a2- 3212
(772) 489-3036 fax_ a!I
f , I-
2007 FLORIDA BUILDING CODE COMMENTARY ; \, " `, , 15-59,
Specialty Structural Engineering CBUCK, Inc. Florida Certificate ofAuthorization # 8064
Evaluation Report
Of
Englert, Inc.
"Series 1101"
Metal Roof Assembly
for
Florida Product Approval
9 FL 11698.6
Florida Building Code 2007
Per Rule 9B-72
Method: 1- D
Category: Roofing
Sub - Category: - Metal Roofing
Product:
"Series 1101"Roof Panel
Material:
Steel
Panel Thickness:
24 Gauge
Panel Width:
16"
Support Type:
Wood Deck
Prepared for:
Englert, Inc.
1200 Amboy Avenue
Perth Amboy, NJ 08862
Prepared by:
Jaynes L. Buckner, P.E.
Florida Professional Engineer # 31242
Florida Evaluation ANE ID: 1916
Project Manager: Diana Galloway
Report No. 08-148-1101-S4W-ER
Date: 10 / 22 / 08
Contents:
Evaluation Report Pages 1 — 6,
CBUCK, Inc.
1334 S. Killian Drive, Suite 4, West Palm Beach, Florida 33403
Phone: (561)491-9927 Fax: (561)491-9928 Email: cbuck@cbuckinc.net'
HARVEY E. KOEHNEN
Professional Engineer 32831
7205 Elyse Circle
Port St. Lucie, FL 34952-3212
(772) 489-3035 fax
All;
J es L. Buckner, P.E.
Florida E. # 31242
Specialty Structural Engineering
Manufacturer:
Product Name:
Product Category:
Product Sub -Category
Compliance Method:
Panel Description:
Englert, Inc.
"Series 1101" Panel
Roofing
Metal Roofing
FL #: FL 11698.6
Date: 10 / 22 / 08
ReportNo.: 08-148-1101-S4W-ER
Page 2 of 6
CBUCK, Inc. Florida Certificate of Authorization # 8064
State Product Approval Rule 9B-72.070 (1) (d)
"Series 1101", Nailstrip, Steel Roof Panel attached to Wood Deck
Panel Material / Standards: Material: Steel
Yield Strength: 40 ksi minimum
Corrosion Resistance:
Material shall comply with the Florida Building Code (FBC), 2007
Section 1507.4.3.
Panel Dimension(s) Thickness: 24 gauge minimum
Width: 16" (Maximum net coverage)
Rib Height: 1"
Support Type: Wood Deck
(Design of support system is not included in this evaluation)
Support Description: • 19/32" or greater plywood, or
• Wood plank y
Slope Range: Minimum slope shall be 3:12 or greater in accordance with the Manufacturers
recommendations and in .compliance with FBC 2007, including. Sections 1507.4.2
and 1504.7.
Underlayment: Underlayment shall be per manufacturer's guidelines as required in FBC Section
1507.4.5
Fire Classification: Fire Classification is outside the scope of Rule 9B-72, and is therefore not
included in this evaluation. Additional approved substrates may be added for
Fire Classification purposes.
FL #: FL 11698.6
Date: 10 / 22 / 08
Report No.; 08-148-1101-S4W-ER
Page . of 6
. , .. Engineering
CBUCK, Inc. Florida Certificate of Authorization # 8064
Specialty Structural Engineering
Attachment Component Roof Panel Fasteners
Description: Size: #10 x 1" (3/16"minimum penetration through deck)
Type: Pancake -Head wood screws
Corrosion Resistance: Per FBC Section 1507.6.6 and 1507.4.4
Standard: Per ANSI/ASME B18.6.1.
Installation: Englert "Series 1101" Roof Panel to Wood Deck:
■ Fastener Spacing: 6" o.c. maximum
(at the nailstrip, along the length of the panel and nominally within 3"
from all ends) .
■ Rib Interlock: Snap -Lock
(Panel ribs shall be fully engaged to form an integral snap -lock.)
Minimum fastener penetration or embedment into deck, 3/16".
Design Uplift Pressure: - 124 PSF ( Safety Factor of 2 : 1,)
Install the system in compliance with the attached installation method.
Refer to manufacturer's installation instructions as a supplemental guide for
attachment.
FL #: FL 11698.6
Date: 10 / 22 / 08
Report No.: 08-148-1101-S4W-ER
Page 4 of 6
C-BUCK Engineering
CBUCK, Inc. Florida Certificate ofAuthorization # 8064
Specialty Structural Engineering
Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in
accordance with the Florida Building Code and Rule 9B-72.070 (3) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity through Keystone Certifications, Inc. (FBC Organization ID#
QUA 1824)
Performance Standards: The product described herein has demonstrated compliance with:
• UL580-94 — Test for Uplift Resistance of Roof Assemblies —with Revisions
through February 1998
• UL 1897-98 — Uplift test for roof covering systems
• TAS 125-03 —Standard Requirements for Metal Roofing Systems
Code Compliance: The product described herein has demonstrated compliance with the Florida
Building Code 2007, Section 1504.3.2
.Evaluation Report Scope: This product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code, as related to Rule 9B-72.
System Limitations: The required design wind loads shall be determined for each project per FBC,
2007, Section 1609. The maximum fastener spacing listed herein shall not be
exceeded. Any rational analysis computations shall be prepared by a qualified
design professional and in compliance with FBC 2007, Sections 104, 105, 106.
Any extrapolation shall address fastener spacing and panel interlock strength.
This report does not evaluate use of this product in the High Velocity Hurricane
Zone.
Referenced Data: 1. TAS 125 Uplift Test
By Hurricane Test Laboratories, Inc. (FBC Organization #TST ID: 1527)
Report #0155-0714-04, Specimen #1 Date: 9/21/04
2. Quality Assurance
Keystone Certifications, Inc. (FBC Organization ID# QUA 1824)
Englert, Inc. Licensee # 420
J. Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization# ANE ID: 1916)
4. Engineering Analysis
By CBUCK Engineering
Report #C08-148, Dated 11/21/08
FL #: FL 11698.6
Date: 1.0 / 22 / 08
ReportNo.: 08-148-1101-S4W-ER
.
Page 5 of 6
Specialty Structural Engineering CBUCK, Inc. Florida Certificate ofAuthorization # 8064
Installation Method
Englert, Inc.
"Series 1101" (24 Ga. Steel) Roof Panel Attached to Wood Deck
Integral
Snap Lock
Profile Drawings
16"
Panel Profile
16" o.c.
n
#10 Pancake -Head
Screw
Typical Assembly Profile View
Wood Deck
3/4"
1
a
t
FL #: FL 11698.6
Date: 10 / 22 / 08
ReportNo.: 08-148-1101-S4W-ER
Page 6 of 6
Engineering
CBUCK, Inc. Florida Certificate ofAuthorization # 8064
Specialty Structural Engineering
Installation Method
Englert, Inc.
"Series 1101" (24. Ga. Steel) Roof Panel Attached to Wood Deck
"Series 1101"
19/32" Wood Deck
Typical Assembly Isometric View