HomeMy WebLinkAboutSUBMITTED PAPERSAll APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED..
Date: �a� 1 1 `� �' Permit Number__�3�
SCANNED
= BY
St, Lucie County
_ Building. Permit Application
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue, Fort Pierce Ft.34982
Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential �_
PERMIT APPLICATION FOR:
Address:
Legal Description: �lti's <ou Q V•'�� `' 1� J
Property Tax ID #: W\\IA-r)o 4)-Cx) ' Lot No.
Site Plan Name: Block No..
Project Name:
Setbacks Front Back: Right Side: Left Side:
work to under ispermit -c check a that ppy:
_Mechanical _ Gas Tank _ Gas Piping _ Shutters _,,Winnd/doves/Doors.
_ Electric. _ Plumbing _ Sprinklers _ Generator koof
Total Sq. Ft of Construction: Sq. Ft. of First Floor:
Cost of Construction: $ 2i''-0-106 Utilities. _ Sewer . _Septic Building Height: 30
Name: c� J . 4
Name �� ^'0
Address: 1'5yo^^��
Company: %� L Hof"
City: �r f erc� State: �(
Address: l C- -W eN �c
Zip Code:3 Liq TOL Fax:
City: o e�L2 Stater
Phone No.
Zip Code: 3 LicZ S ( Fax:
E-Mail:
Phone No. -- LfC&
Fill in fee simple Title Holder on next page (if different
E-Mail: COUL-,
from the Owner listed above)
State or County License: l'1_C
If value of construction is 2500 or more, a RECORDED Notice of Commencement is required.
NEER: Not A
Name: _
Address:
City: State:
Zip: Phone:
FEE SIMPLE TITLE HOLDER: _ Not Applicable
Name:
Address:
City:
Zip: Phone:
MORTGAGE COMPANY:. Not Applicable
Name:
Address:
City: State:
Zip:. Phone:
BONDING COMPANY: Not Applicable
Name:
Address:
City:
Zip: Phone -
OWNER
/ CONTRffOR AFFIDVIT: Application is hereby made to obtain a. permit to'do the work and installation as indicated.
I. certify tHat no.wornstallation_hascommenced 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 Commence ent.may result in your paying twice for
improvements to your property. A Notice of Commencement u be recorded and posted on the jobsite
befor the st inspection. If you intend to obtain financing, c ns It with lender or an attorney before
corn a cig work or recording your Notice .of Commenceme t.
Signa re f wn / Agent/ Lessee
STAT O LORID
COUNTY F 5k. LJc 1 it,
The forgoing instru.rvent was acknowledged before me
#his � day of _. C) C� 120. y by.
d 11� s.1r.Q Y.a c
(Name of person acknowledging)
(Signature of Notary Nblic- State of Florida )
Dntractor/License Holder
STATE OF FLO�TA
COUNTY OF 7 % 1—vc�Q
The forgoing instrument was acknowledged before me
this � day of C1 : 20,VIi- by .
(Name of person acknowledging )
(Signature of Notary Mlic- State of Florida )
Personally Known OR Pr d ce I7Fd
Personally KnowLldentification
Type of Identifica on iro uce` Type of Identific iori' i��ed
Vofary Public da .` �� No ary public Stat
Commission No. =�. _�" Comm. � r016 COmmI55ion N�' 3omm. EXpi(Vf FtoridzCommission 16,2016
ommission # EE 8
58761
bonded 1nrougr Nssn. ^� +
•1b'""a��,�,.,,�,.__.,._ .` through Nalio
REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE
COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW
RECEIVED
DATE
COMPLETED
ev.
-
QUEENS COVE PROPERTY OWNERS ASSN, INC.
APPLICATION_ FOR PERMIT TO CONSTRUCT: 10/15/2014
Owner's Name
kobertAbend List Permitted Item Date 10/15/2014
Address 135 Dominion Ct
city Ft Pierce State FL
Property Location: Lot Block Unit
Architect
Zip 34949 Phone 310-346-6543
Phone
Contractor Atlantic Construction & Roofing License # CBC 058485 Phone 772-465-9700
(This Is A Required Item)
Address 514U Stw.M P=e Tn Ff Pierce, FL 34951
Permits: S/,&
Home Constriction
(Includes pool fences, landscaping, etc.)
Bulkheads, Docks, Hoists. & Pilings
Post -Construction Additions/improvements
(Includes, fences, driveways, pools, roofs, etc.
New or repair)
0ueens Cove Documents
S1300.0or
N/C
N/C
S 15.00
DOCUMENT LIST
Documents Required
4 1,2,3, & 5
#3,4,&6
# l & Z (pool -only)
1. Plot plan showing location, size, setbacks, & elevation. (For roof repair, specifications only).
7. Complete set of plans and specifications, including pool and enclosure, fencing, landscaping and drainage for surface seater,
swales, etc.
3. Sunny.
4. Dock or bulkhead drawings.
5. An "as built", survey or final plot plan, AFTER construction.
6. All required governmental permits (County, DEP, & Army Corps of Engineers — if required)
NOTES
a. : S100.00 is refunded upon submission of document # 5.
b. A S 741.00 crest is dire for new wafer hoaktip from St. Lucie Coung= Utilities
C. Property owners will be held responsible for any damage to the common properties of Queens Cove as a result of
the above construction (whether caused by the owner, contractor or sub -contractor).
d. Owners and contractors -,ill also be responsible for ensuring all suppliers and workers comply with our speed
limit (25 mph) and refrain from littering. Disregard of these requirements could result in the contractor or
person(s) being barred from Queens Cove.
e. All new construction shall conform to the required quality of workmanship and materials and be in harmony %iith
the external design of existing structures.
f. New construction gill not be permitted without existing or simultaneously -constructed bulkheading.
Effective 711/08
(Obsolete Previous Editions)
i
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
R Permit # 1 r03bS
I, licensed as a(n)Contractor/Engineer/Architect
(Please print name & circle license type) *FS468 Building Inspector
*General, Building, Residential or Roofing Contractor or any individual certified under 468 F.S. to make such an inspection.
On or about NQNj- (c)r a$ ��, I did personally inspect the roof deck nailing
(Date)
work at:
(Job site address)
Bas d upon that examination I have determined the installation was done according to the current
editi n ofte Florida Existing Building Code Section 611 or the product approval submitted (whichever is
most trig nt).
ture and Seal
STATE OF FLORIDA
COUNTY OF Sj�,
C.>cr-Q S&"—(
License #
Sworn to and subscribed before me this O day of 201-t
by'& Vl� Who is personally known to me or who has produced
as identification.
Notary Public, State ofFlorida
Signature of Notary: �•
Commission Number: t'
En 01/19/2011
t (Seal)
DEAN
NA GIVENS
• Notary public _ State
'• «JP`5 MY Comm. Expir of Florida
Commission eS Dec 16 2016
Bonded Throo # EE 858761
" �,- ,, ghNation�ot Assn.I
Fwd: Roof Replacement Page 1 of 2
Fwd: Roof Replacement
Jon Ashenback [Ashenback@gmail.com]
Sent: Monday, October 27, 2014 4:27 PM
To: Deanna Givens
Jon Ashenback
Atlantic Construction
772-465-9700
772-264-0302/f
Sent from my Whone
Please excuse my brevity.
Begin forwarded message:
Resent -From: "rabendnlinkline.com"<rabendnlinkline.com.bfsowuiwvdrwfok.mesvr.coni>
From: "Robert Abend" <rabend. linkline.com>
Date: October 21, 2014 at 9:29:15 AM EDT
To: <1ashenback&gmai1.com>
Subject: FW: Roof Replacement
Reply -To: "Robert Abend" <rabendrallinkline.com>
Jon,
Per our conversation, FYI below:
Bob
From: JAY MILLER[mailto:Iaymiller05@bellsouth.net]
Sent: Tuesday, October 21, 2014 8:07 AM
To: Robert Abend
Subject: Re: Roof Replacement
Yes, upon receipt of the QCPOA permit with the county permit shown, I'll sign off
and then go for it. It looks like a big project considering the demolition involved.
Best of luck with it. Jay
On Tuesday, October 21, 2014 6:07 AM, Robert Abend <rabend(5-linkline.com> wrote:
Jay,
Thanks for the update. We will provide the permit when obtained. Is it safe to assume that
we can begin work upon receipt of the County Permit and provision to you?
Regards,
Bob
From: JAY MILLER [mailto1aymiller05 _bellsouth.net
Sent: Monday, October 20, 2014 11:08 PM
To: rabend(cD-linkline.com
Fwd: Roof Replacement Page 2 of 2
Subject: Roof Replacement
A OO
We need the county permit number which will reflect their approval of materials and
contractor. Please add number to permit when obtained and send it to me.
Thanks Jay
jOSEP , E. SIVMi, CLEF )F : NE C IRRC IT CQUr"f
AFFERRECORDING -RETURN TO: $; 1ed7 t C°EvGUN13Yt.
PAGE
PERMIT NUMBER,
i
NOTICE OF COMMENCEMENT
The undersigned hereby given notice that improvement will be made to certain 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 description and street address) TAX FOLIO NUMBER:
SUBDIVISION BLOCK TRACT LOT BLDG UNIT
aRe 5 COW -0 n►• �, S)) - Lzj�,, (� n
2. GENERAL DESCRIPTION OF IMPROVEMENT: jitrWtt i 1 6
3. OWNER INFORMATION: a. Name &UIP )aew\
).Address 1j S i Vc-Cc-e Fj '34 1'f? c. interest in property��`�P
d. Name and address of fee simple titleholder (if other than
4. CONTRACTOR'S NAME, ADDRESS AND
5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT:
6. LENDER'S NAME, ADDRESS AND PHONE NUMBER:
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:
NAME, ADDRESS AND PHONE NUMBER:
8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section
713.13 (1)(b), Florida Statutes:
NAME, ADDRESS AND PHONE NUMBER:
9. Expiration date of notice of commencement (the expiration date is 1 year from the date 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 I SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT
Signature of
Owner's Aut
Print Name and Provide Signatory's Title/Office
State of Florida
County of
The fo offing- in(strum t was ac owledged before me this �o _day of ®crS�e , 201
By Ne , as octet Kj Fr
(Name c�fy persons n f (Type of authority ... e.g. Owner, officer, trustee, attorney in fact)
(Name of party on behalf of whom instrument was exec fe ) Personally Known_ or produced the following type of ID:
"'� ��`"'� ► = COMMISSION i FFISM65
(Printed Name of Notary Public) (Sign a of Notary u lic){RE$; LW 4, 2015
L�'f �� � � �` WWW�AAROt�NOT�{Y COY
Under penalties of perjury, I declare that I have read the foregoing and that the facts in it area to the best o my ow edge and
belief (sectig"2.525, Florida Statutes). le)
S gna e(s) o caner o Owner(s)' Authorized Oliicer/D ctor/Partner er who si ed above:
By: By
Rev. 08/30/2 (Reael
October 25, 2014
Mr. Jon Ashenback
135 Dominion Ct.
Fort Pierce, FL
Main: 772-465-9700
Email: jshenback@me.com
CC:
Subject Property: 135 Dominion Ct, Fort Pierce, FL
Dear Mr. Ashenback:
As requested, a calculation of roof wind loads was performed for the property listed above. As no architectural drawings
were provided, dimensions were estimated with the use of resources available on the internet. Other parameters based on
information provided.
The following parameters were used as a basis for this calculation:
• Average building height —24ft • Exposure D
• Minimum building dimension — 55ft • Roof pitch of 6.5:12
• Building Category II • Enclosed building type
• 140 MPH wind
The following are the calculated maximum roof wind pressures:
• Field roof pressure (1) —
-47.2 psf
• Perimeter roof pressure (2) —
-55.2 psf
• Corner roof pressure (3) —
-55.2 psf
• Perimeter roof overhang—
-87.1 psf
• Corner roof overhang—
-87.1 psf
Roof Underlayment (per Florida Product Approval FL 5289):
Deck: Min. I9
/32 inch plywood at 24" o.c. spans attached with 8d ring shank nails at 6" o.c. max field spacing
and 6" o.c. max field spacing.
Primer: (Optional) ASTM D41
Underlayment: Polystick TU P, Polystick TU Plus, Polyflex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -
Hide SA-APP Cap Sheet (FR), self -adhered.
5-V Crimp Metal Roof Assembly (per Florida Product Approval FL 17022.1): v c +•
#10 x 1 %" Hex Washer Head Screw spaced 12" o.c. across panel width and 16" spacing along panel length,at.bornets,;r. ;r ; • V :✓� ,-
perimeter and field.
'�ok z�
^\
Limitations
This report has been prepared in accordance with generally accepted professional engineering practice, based on our review
of the provided documents and/or information. No other warranties are implied or expressed. In no event shall First Option
Home Inspection, LLC be liable for any special, incidental, indirect, or consequential damages whatsoever (including, without
limitation, damages for loss of business profits, business interruption, loss of business information, or any other pecuniary
loss) arising out of the use of or inability to use information provided.
We appreciate the opportunity to be of service. Please contact us if you have questions or require additional assistance.
sincerely, --rP
Imo' `pa,•.l � 1�
\.,
kvi
(ireg Arias, P
-
P�rbfessional Engineer License
No. 73071
CBUCK Engineering
Specialty Structural Englr*k=rinlq CBUCK, Inc. Certificate of Auti►orizadon #8064
Evaluation Report
"5-V Crimp"
Metal Roof Assembly
Manufacturer:
Extreme Metal Fabricators, LLC.
2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
for
Florida Product Approval
# FL 17022.1
Florida Building Code 2010
Per Rule 61G20-3
Method: 1- D
Category: Roofing
Sub - Category: Metal Roofing
Product: " "54 Crimp" Roof Panel
Material: Steel
Panel Thickness: 26 gauge
Panel Width: 24"
Support:' Wood Deck
Prepared by:
James L. Buckner; P.E:, SECB
Florida Professional Engineer # 31242
Florida Evaluation ANE ID: 1916-
Project Manager: Youry Demosthenes
Report No. 14-115-5V-S6W-ER-, %
Date: 4 / 28 / 14
ames L. Buckner, P.E.
Contents:
Florida P.E. # 31242
/ %
Evaluation Report Pages 1— 7 5- -26 1
CBUCK, Inc.
1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403
Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net
FL #: FL 17022.1
Date: 4 / 28 / 14
CBUCK EngineEarin9 PagertNo.:2of75-5V-S6W-ER
Speclalty Structural &nglneerinq
Manufacturer: Extreme Metal Fabricators, LLC.
Product Name: "S-V Crimp"
Product Category: Roofing
Product Sub -Category Metal Roofing
CBUCK, Inc. CertiTicate of Authodzution #8064
Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d)
Product/System "5-V Crimp" Roof Panel
Description: 26 gauge steel 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
3. Underlayment
4. Insulation Board (Optional)
Support: Type:
Wood Deck
(Design of support and its attachment to support framing 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 in accordance with manufacturer's recommendations,
FBC Section 1507.4.2 and applicable -code sections.
Performance: Wind Uplift Resistance:
• Design Uplift Pressure (ASD): - 86 PSF
(Refer to "Table A" attachment details herein)
CBUCIK EnginpiPring
FL #: FL 17022.1
Date: 4 / 28 / 14
Report No.: 14-115-5V-S6W-ER
Page 3 of 7
ISpc=c1dltLi St uc turdl Er'1Qi'r wwrlrlq CBUCK, Inc. Certificate of Authorization #8064
Performance The product described herein has demonstrated compliance with:
Standards: • U L580-06 — Test for Uplift Resistance of Roof Assemblies
• UL 1897-04 —Uplift test for roof covering systems
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 61G20-3.001.
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 Conditions of Use" throughout the report in accordance
.with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building
Commission is the authority to approve products under "Optional
Statewide Approval'.
• Option for application outside "Limitations and Conditions of Use"
Rule 61G20-3.005(1)(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 61G20-3, 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 61G20-3.005 (3) for
manufacturing under a quality assurance program audited by an approved
quality assurance entity through Keystone Certifications, Inc. (FBC Organization
ID# QUA 1824).
CBUCK Encj'inL=L=rinq
FL #: FL 17022.1
Date: 4 / 28 / 14
Report No.: 14-115-5V-S6W-ER
Page 4 of 7
Spec1c9U,Lj Structural Encglneerinq 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:
5-V Crimp
Steel
26 gauge ('min.)
24" (max.) Coverage
5/8„
40 ksi min.
Per FBC Section 1507.4.3
Hex -Head Wood Screw with WSW
#9 x 1-1/2"
Per FBC Section 1506.6 and 1507.4.4
Per ANSI/ASME B18.6.1
.Underlayment:
Per roofing manufacturer's guidelines in compliance with FBC Section 1507.4.5
Insulation (Optional):
Type: Rigid Insulation Board
Thickness: 3" (max.)
Properties:
Density: ' 2.25 pcf (lbs/ft3) min.
Or Compressive Strength: 20 psi min.
Insulation shall comply with FBC Section 1508. When insulation is incorporated,
fastener length shall conform to penetrate thru bottom of support a minimum of
3/16".
CBUCK EnginemEarinq
FL #: FL 17022.1
Date: 4 / 28 / 14
Report No.:14-115-5V-S6W-ER
Page 5 of 7
ISpeaclalty Structural Engl' Ing 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
(attached to the tops of the Vs for a total of 3 screws across the width of the
panel.)
■ Row Spacing: Refer to `TABLE A" Below
(along the 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"
Design Pressure (ASD):
- 86 PSF
Fastener Spacing:
12" o.c.
Row Spacing:
16" o.c.
Install the "54 Crimp" 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: 1. UL580106 & UL 1897-04
By Architectural Testing, Inc. -West Palm Beach, FL
(FBC Organization #TST ID: 1527)
Report No.: D5893.01-450-18, Date: 05 / 02 /14
2. Quality Assurance
Keystone Certifications, Inc. (FBC Organization ID# QUA 1824)
Extreme Metal Fabricators, Inc. Licensee #974
3. Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization # ANE 1916)
FL #: FL 17022.1
Date: 4 / 28 / 14
q Report
No.: 6 of 75-5V-S6W-ER
CBUCK Enginserin
Specicalty Structural Enc2Irwvrinc2 CBUCK, Inc. Certificate of Authorizatfon #8064
Installation Method
Extreme Metal Fabricators, LLC.
"5-V Crimp".(26 gauge steel) Roof Panel attached to Wood Deck
5/8 "
Drawings
24" Maximum Net Coverage
Panel Profile
Nominal 12" o.c.
Nominal 12".o.c.
Fastener Spacina
Across Panel Width
#9 Hex -Head Screw with WSW
Spaced 12" across the Panel
Typical Assembly Profile View
(Typical Fastening Pattern Across Width - Interior)
CBUCK Engineering
FL #: FL 17022.1
Date: 4 / 28 / 14
Report No.:14-115-5V-S6W-ER
Page 7 of 7
Specialty Structuresi Enginevrinq ceucK, Inc. Certificate of Authorization #8064
Installation Method
Extreme Metal Fabricators, LLC.
"54 Crimp" (26 gauge Steel) Roof Panel attached to Wood Deck
-15/32 or greater Plywood, or Rigid Insulation
- Wood plank Thickness: 3" Maximum
Typical Roof Assembly
Isometric View
TABLE "A"
Design Pressure (ASD):
- 86 PSF
Fastener Spacing:
12" o.c.
Row Spacing:
16" o.c.