HomeMy WebLinkAboutSUBMITTED PAPERSALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: y' -� - Zi SCANNED Permit Number:
BY
St. Lucie County
0
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
PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line
PROPOSED IMPROVEMENT LOCATION: a = = s
Address: ill r CLucen% &7I J 7` -k NN C k Fnf + P 'rf rr , Fl_
Legal Description: (" o47ens Cou e- - (. nr -I - .2 - GI Ln-k- t', c-& slrej ,h on
Property Tax ID #: I & l I-701-60 (o C m �� - 6, Lot No.
Site Plan Name: Block No.
Project Name: ntle-Ph C c-
Setbacks Front Back: Right Side: Left Side:
DETAILED DESCRIPTION OF WORK:
I-) 1 C r- V411 -1n ire'+ e c., c e s� i 'Stuc.c 0
WCW C Chvc-P6 s
New G6cia-1 Sofc_4
CONSTRUCTION INFORMATION:.
itional work to be oertormed under this permit -check all that apply:
E1HVAC ❑ Gas Tank Gas Piping L_I Shutters Windows/Doors
❑ Electric ❑ Plumbing Sprinklers ❑ Generator ® Roof
Total Sq. Ft of Construction: S Ft. of First Floor:
Cost of Construction: $ /� 000 `— Utilities: — Sewer O Septic Building Height: _
OWN•ER%LESSEE.' ` = _ . ,.
CONTRACTOR:
-
Name Ci,r;5jsA Ceu3 S
Name: Me-rfiin M.
Address: P.0. Rog I'7&1
Company: 00Cat41e3
l�fiRS�cu��id�
City: Ryon pci�ck State: FG
Address: 3 -A 1 [ as 14u1eg
,4? i
Zip Code:.3 Fax: k1 r+
City:
Stater[_
Phone No. 6&3 -- g1t;3--,5-06 J
Zip Code: 8; 70 Fax: 6'63 3Sol - ?eJ-
Phone No. M3 31 -TO-(
E-Mail:
Fill in fee simple Title Holder on next page ( if different
E-Mail: �iG,n & mcstnef
ce)m�(U&t on' CM
from the Owner listed above)
State or County License: C &(",
1 6-1 I,1760
If value of construction is $2500 or more, a RECORDED Notice of Commencement is required.
SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION:
DESIGNER/ENGINEER:
Name: _
Address:
City:
Zip:
Phone:
FEE SIMPLE TITLE HOLDER:
Name:
Address:
Citv:
Zip: Phone: _
Not Applicable MORTGAGE COMPANY: ✓Not Applicable
Name:
State
Address:
City: State:
Zip: Phone:
Not Applicable I BONDING COMPANY: V Not Applicable
Name: _
Address:
City:_
Zip:
I certify that no work or installation has commenced prior to the issuance of a permit.
Phone:
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
commencina work or recording vour Notice of Commencement.
Signature of/Olnmer/ Ag6nt/ Lessee
Signature of Contractor/License Holder
STATE OF FLORIDA STATE OF FLORIP4
COUNTY OF •i—It q Li aydS _ COUNTY OF Tn�-,4
The forgoing instru ent was acknowledged before me
this II day of Sip20 14 by
(Name of person ack wledging )
(Signatur of Notary Public- State of Florida )
Personally Known 1< OR Produced Identification
Type of Identification Produced
Commission No. ' r
Revised 07/15/2014 I
The fQ�oIng instrument was acknowledged before me
this ll ��LL�-day of 2014 by
Notary Public State of Florida
(Name of person acknowled I Debra G Komisar
My Commission EE 160252
Expires 01/23/2016
(Signature of Notary Public- State of Florida )
Personally Known ✓/ OR Produced Identification
Type of Identification Produced
(SeaMERIDETH WOHI. Corn nission No.
NOTARY COMMISSION # EE185 65
PUBLIC EXPIRES APR 2 2016
i FL . DRIDA BONDED THROUGH
RU INSURANCE COMPANY
(Seal)
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEA TURTLE
MANGROVE
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
COMPLETE
INITIALS
s
PLANNING & DEVELOPMENT SERVICES DIVISION
M " 1 WUE BUILDING & CODE REGULATIONS DIVISION
2300 Virginia Ave
-- n--b------ Fort Pierce, FL 34982
a
BUILDING PERMIT
- ----- — ----- U$=CONTRA-CTOR-Si3MMA-R*'--- --- - - - ---
2i,.S O C �-} n n ,�� - will be using the following §ub=contractors for the "
_-
(Company/Individual Name)
j .
--prWMtt-1ocatedat, /d (-arr rw� �o �r.%e+ ��- , (�' Ref
(Street address or Property Tia - #) ? U _ ("jQ& Co-C '-4
It is understood that if there is any change of status regarding the participation of any of the sub -contractors
listed below, I will immediately advise the Building and Zoning Department. of St. Lucie County.
St: Lucie County/
Trade
Name of Company/Contractor.
State of Florida
License Number
Electrical
Plumbing
13VA.C/
Mechanical
CC,C- / 3a 6I93I
Roofing
OFFICE: USE ONLY: .
PERMIT ISSUE DATE: '
NUMBER: 'y d - �a'1
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY
FILE # 3996350 OR BOOK tit PAGE 547, Recorded 09/18/2014 at !9 PM
ec4M�N'�MfR: 1 '11--111— k rescreir: for rerunline info
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. DESCRUMON OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: 1 H 1 H —701 —U (J (o%—UOU'�o
SUBDMSIONcyce,.s' BLOCK I? TRACT LOT--C,-.BLDG UNIT
2. GENERAL DESCRIPTION OF IMPROVEMENT:
3. OWNER INFORMATION: a. Name C
interest in property 6tmcer
d. Name and address of fee simple titleholder (if other than owner)
4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: M c,rOU-t- nSi rt I r iC c n
7
5. SURETY'S NAME, ADDRESS AND PHONE NUMBERINL BOND AMOUNT:
6. LENDER'S NAME, ADDRESS AND 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:
NAME, ADDRESS AND PHONE NUMBER:
8. In addition to himself or herself, Owner designates the following to receive a copy of the Liencies Notice as provided in Section
713.13 (l)(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) , 2Q___.
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSmERED 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 BE RECORDED AND
Signature of er or Print Name jhd Provide Signatory's Title/Office
Owner's Autho red Ofileer/Dlrector/Partner/Manager
exk mi
rocurj.
State of Florida '�.l�arr^
County of �eLr
'The in f�oing instrument was acknowledged before me this day of S� k m b � 2p i 4 .
By �YIVI S j:h CY E W as OW n C.V
(Name of perso (Type of authority ... e,g. Owner, officer, trustee, attorney in fact)
For (Name of party on behalf of whom instrument was executed) Personally KnownX or produced the following type of ID: _
W..Iedg.a.nd
OHL
tAll W S J, �( � EE185165
PUTI� 2 2016
(Printed Name of Notary Public) (Signature of Notary Public) IScal fTATEWOUGH
OMPANY
Under penalties of perjury, I declare that I have read the foregoing and that the facts in it are and
belief (section 92.525, Florida Statutes).
J Signature(s) of Owner(s) or Owner(s)' Authorized OfOcer/Director/Pertner/Managerroho signed above:
By
Ray. OArraZOanRacadmr)
STATE N FILMDA
ST. L UCIE COU+ TY
I
st
Ofl
2
M.
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: �Prrnit#I, ug JL AVI licensed as a(n) ontracto /Engineer/Architect
(Please print name & circle lic nse type) *FS468 Building nspector
*General, Building, Residel itial or offing Contractor or any individual certified under 468 F.S. to make such an inspection.
�rr� On or about I did personally inspect the roof deck nailing
(Date)
work at: 0
(Job site address)
Based upon that examination I have determined the installation was done according to the current
editio of the Florida Existing Building Code Section 611 or the product approval submitted (whichever is
most s ige ).
CM 3 �j
Sign atue a r d Seal License # I
I
STATE OF FLORIDA
COUNTY OF
S�orn�to and subscribed before me this �I-P day of DQAC)) .r- 20 y
by �U,CN (Y'0.fl Who is personally known to me or who has produced
'VQW,M-- 0-\kc�4Q- 1O•0. M 0 as identification.
Notary Public, State of rida
Signature of Notary: d
Commission Number:
En 01/19/2011
(Seal)
•^Y PY%.
LASHAHNA INGRAM
�`'-
� � :�=
•
��••
MY COMMISSION # EE 050558
''' n '
EXPIRES: December 20, 2014
'-%:`if �.;;.•`
Bonded Thru Notary Public Underwriters
11'`l
i
Force Engineering & Testing Inc.
19530 Ramblewood Drive
Humble,TX 77338
Product Evaluation Report
GULF COAST SUPPLY & MANUFACTURING, LLC.
24 Ga. Gulf Lok 16" Wide Roof Panel over 15132" Plywood
Florida Product Approval # 11651.9 R1
Florida Building Code 2010
Per Rule 9N-3
Method: 1-13
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 9N-3.005(1)(d)
NON HVHZ
Product Manufacturer:
GULF COAST SUPPLY & MANUFACTURING, LLC.
4020 S.W. 449`h Street
Horseshoe Beach, Florida 32648
Engineer Evaluator:
Terrence E. Wolfe, P.E. # 44923
Florida Evaluation ANE ID: 1920
Validator:
Locke Bowden, P.E., FL #49704
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1-4
r
'.011111111.,,,.
�. •�
No. 4479144c
/-�'
J-
'�+ • STATE OF ; a f
?j •. t� •
�'.a�` FZ O R i 4'.�`' �••
ODA
V.-
#WM
��oNAIL
FL# 11651.9 R1 February 22, 2012
Force Engineering & Testing Inc.
19530 Ramblewood Drive
Hxunble,TX 77338
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2010, Sections 1504.3.2.
Product Description: Gulf Lok, 7/8" Nailstrip Roof Panel, 24 Ga. Steel, 16" Coverage, Roof Panel
restrained with fasteners into 15/32" Plywood decking. Non -Structural
Application.
Panel Material/Standards: Material: Minimum 24 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code 2010 Section 1507.4.3. Paint finish optional.
Yield Strength: Min. 50.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2010, Section 1507.4.3
Panel Dimension(s): Thickness: 0.024" Minimum
Width: 16" Coverage Maximum
Female Rib: 7/8" tall
Male Rib: %" tall rib w/ slotted strip
Panel Seam: Snap Lock
Panel Roliformer: New Tech Machinery Corp.
Panel Fastener:
Substrate Description:
Design Uplift Pressures:
Through Panel Slot: (1) #10-12 Pancake Type A
%" minimum penetration through plywood
Corrosion Resistance: Per Florida Building Code 2010, Section 1506.6, 1507.4.4
Min. 15/32" thick, APA Rated plywood. Plywood supports at maximum 24" O.C.
Design of plywood and plywood supports are outside the scope of this
evaluation. Must be designed in accordance w/ Florida Building Code 2010.
Table "A"
Maximum Total Uplift Design Pressure:
81.75 psf
96.75 psf
Panel Slot Fastener Spacing:
10 %" O.C.
51/8" O.C.
*Design Pressure includes a Safety Factor = 2.0.
�I
N'C E. E• �
O
JSTATE OF
sm+,�rs�m. •, FS . ��,,
FL# 11651.9 R1
February 22, 2012
Force Engineering & Testing Inc.
19530 Ramblewood Drive
Hnmble,TX 77338
Code Compliance: The product described herein has demonstrated compliance with
The Florida Building Code 2010, Section 1504.3.2.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2010, as relates to Rule 9N-3.
Performance Standards: The product described herein has demonstrated compliance with:
■ UL 580-06 - Test for Uplift Resistance of Roof Assemblies
■ UL 1897-04 - Uplift Test for Roof Covering Systems
Reference Data: 1. UL 580-94 / 1897-98 Uplift Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 117-0089T-05 Dated 06/2005
2. Certificate of Independence
By Terrence E. Wolfe, P.E. (No.44923) @ Force Engineering &Testing, Inc.
(FBC Organization # ANE ID: 1920)
Test Standard Equivalency: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard.
2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard.
Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 9N-3.005 (3) for
manufacturing under a quality assurance program audited by an approved
quality assurance entity.
O.Vt1 i M I lots 1r
%%� f.NCE,-' J, O .1.4
Ja ' STATE OF
CAA I� s
FL# 11651.9 Rl
February 22, 2012
Force Engineering & Testing Inc.
19530 Ramblewood Drive
Humble,TX 77338
Minimum Slope Range:
Minimum Slope shall comply with Florida Building Code 2010, including Sections
1507.4.2 and in accordance with Manufacturers recommendations.
Installation:
Install per manufacturer's recommended details.
Underlayment:
Per Manufacturer's installation guidelines per Florida Building Code 2010 Section
1507.4.5.
Roof Panel Fire Classification:
Fire classification is not part of this acceptance.
Shear Diaphragm:
Shear diaphragm values are outside the'scope of this report.
Design Procedure:
Based on the dimensions of the structure, appropriate wind loads are
determined using Chapter 16 of the Florida Building Code 2010 for roof cladding
wind loads. These component wind loads for roof cladding are compared to the
allowable pressure listed above. The design professional shall select the
appropriate erection details to reference in his drawings for proper fastener
attachment to his structure and analyze the panel fasteners for pullout and
pullover. Support framing must be in compliance with Florida Building Code 2010
Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading.
IVo. 4449
A ' STATE OF ; a
scar orrnm. t`s;
FL# 11651.9 R1
February 22, 2012
s 0
EVALUATION REPORT
Interwrap, Inc.
32923 Mission Way
Mission, BC V2V-6E4
Canada
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Evaluation Report I11980.11.08-1112
FL11602-R2
Date of Issuance: 11/03/2008
Revision 2: 02/17/2012
SCOPE:
This Evaluation Report is issued under Rule 9N-3 and the applicable rules and regulations governing
the use of construction materials in the State of Florida. The documentation submitted has been
reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and
Florida Building Code, Residential Volume. The products described herein have been designed to
comply with the 2010 Florida Building Code sections noted herein.
DESCRIPTION: TitaniumT1 Roof Underlayments
LABELING: Each unit shall bear labeling in accordance with the requirements the Accredited Quality
Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)
changes, the referenced Quality Assurance documentation changes, or provisions of the Code that
relate to the product change. Acceptance of this Evaluation Report by the named client constitutes
agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality
Assurance documentation changes. TrinitylERD requires a complete review of this Evaluation
Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may
be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it'
shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by
the manufacturer or its distributors and shall be available for inspection at the job site at the
request of the Building Official.
This Evaluation Report consists of pages 1 through 6.
Prepared by:
I
Robert I.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized
by Robert Nieminen, P.E. on 02/17/2012
This does not serve as an electronically signed
document. Signed, sealed hardcopies have been
transmitted to the Product Approval Administrator and
to the named client
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. TrinitylERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which
the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: TitaniumTm Roof Underlayments, as produced by Interwrap, Inc., have
demonstrated compliance with the intent of the following sections of the Florida Building Code through
testing in accordance with applicable sections the following Standards. Compliance is subject to the
Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section
Property
Standard
Year
1507.2.3, 1507.3.3, 1507.5.3,
Unrolling,,Breaking Strength,
ASTM D226
2006
1507.7.3, T1507.8, 1507.8.3,
Pliability, Loss on Heating
1507.9.3, 1507.9.5
1507.2.4, 1507.2.9.2, 1507.5.3
Thickness; Load -Strain, Adhesion,
ASTM D1970
2001.
Thermal Stability, Flexibility,
Tear, Permeance
1507.3.3
Installation Practice
FRSA/TRI 07320
2005
1523.6.5.2.1
Dimensional Stability, Tear, Load-
TAS 103
1995
Strain, Water Absorption, Low
Temp Flex, Cyclic Elongation,
Puncture, Crack Cycling, Peel
Adhesion, WvT, Tile Slippage
TAS 110
Accelerated Weathering
TAS 110
2000
3. REFERENCES:
Entity
Examination
Reference
Date
ERD (TST6049)
Physical Properties
I15010.04.09
04/29/2009
ERD (TST6049)
Physical Properties
I15010.05.10
05/14/2010
ERD (TST6049)
Physical Properties
I35520.06.11
06/15/2011
ERD (TST6049)
Wind Uplift
I35520.08.11-1
08/12/2011
ITS (TST1509)
Physical Properties
3146738COQ-003A
03/28/2008
ITS (TST1509)
Physical Properties
3146738COQ-003B
03/28/2008
ITS (TST1509)
Physical Properties
3126617COQ-005
10/31/2007
ITS (QUA1673)
Quality Control
ITS Listings
Current
ITS (QUA1673)
Quality Control
Inspection Report
12/13/2011
4. PRODUCT DESCRIPTION:
4.1 Self -Adhering Underlavments:
4.1.1 TitaniumTm PSU-30 is an unreinforced polymer modified bitumen material adhered to the
underside of a polymer -coated, synthetic woven sheet. The -underside is backed with a release
film. Unit weight 24 Ibs/square.
4.2 Mechanically Fastened Underlavments:
4.2.1 TitaniumTM UDL-25 PLUS is a synthetic sheet -type underlayment comprised of a woven core
coated on one side with a polymer coating. Unit weight 2.9 Ibs/square.
4.2.2 TitaniumTM UDL-30 is a synthetic sheet -type underlayment comprised of a woven core coated
on both sides with a polymer coating. Unit weight 4.0 Ibs/square.
4.2.3 TitaniumTM UDL-50 is a synthetic sheet -type underlayment comprised of a woven core coated
on both sides with a polymer coating. Unit weight 4.7 Ibs/square.
Exterior Research and Design, LLC. Evaluation Report I11980.11.08-1112
Certificate of Authorization #9503 FL11602-R2
Revision 2: 02/17/2012
Page 2 of 6
TRINITY I ERD
4.2.4 TitaniumT'" UDL-TT is a synthetic sheet -type underlayment comprised of a woven core coated
on one side with a polymer coating. Unit weight 2.9 Ibs/square
4.2.5 TitaniumTm UDL-TF is a synthetic sheet -type underlayment comprised of a woven core coated
on both sides with a polymer coating. Unit weight 2.9 Ibs/square.
4.2.6 UDL-TTMC300 is a synthetic sheet -type underlayment comprised of a woven core coated on
both sides with a polymer coating. Unit weight 3.2 Ibs/square.
S. LIMITATIONS:
5.1 This Evaluation Report is not for use in the HVHZ.
5.2 Fire Classification is not part of this report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
5.3 TitaniumTm Roof Underlayments may be used with any prepared roof cover where the product
is specifically referenced within FBC approval documents. If not listed, a request may be
made to the AH] for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5.4 Allowable roof covers applied atop TitaniumTm Roof Underlayments are follows:
Underlayment
Asphalt
Shingles
Nail -On Tile
Foam -On
Tile
Metal
Wood Shakes
& Shingles
Slate
PSU-30
Yes
Yes
Yes (See 5.4.1)
Yes
Yes
Yes
UDL-25 PLUS
Yes
Yes
No
Yes
Yes
Yes
UDL-30
Yes
Yes
No
Yes
Yes
Yes
UDL-50
Yes
Yes
No
Yes
Yes
Yes
UDL-TT
Yes
Yes
No
Yes
Yes
Yes
UDL-TF
Yes
Yes
No
Yes
Yes
Yes
'UDL-TTMC300
Yes
Yes
No
Yes
IYes
Yes
5.4.1 "Foam -On Tile" is limited to use of Polyfoam PolyPro AH160 or Dow Tile Bond applications
unless tensile adhesion / long term aging data from an accredited testing laboratory is
provided.
5.5 Allowable substrates for PSU-30 are noted below:
5.5.1 Direct -Bond to Deck:
➢ New untreated plywood;
➢ Existing untreated plywood, primed as needed with D41 primer to achieve bond.
5.5.2 Bond to Mechanically Attached Base Underlavment:
➢ ASTM D226, Type I or II felt.
➢ Titanium UDL-25 PLUS, UDL-30 (primed with D41 primer) or UDL-30 (inverted).
5.5.3 Wind Resistance for Underlavment Systems in Foam -On Tile ADDlications: FRSA/TRI 07320
does not address wind uplift resistance of all underlayment systems beneath foam -on tile
systems, where the underlayment forms part of the load -path. The following wind uplift
limitations apply to underlayment systems that are not addressed in FRSA/TRI 07320 and are
used In foam -on tile applications. Maximum Design Pressure is the result of testing for wind
load resistance based on allowable wind loads. Refer to FBC 1609.1.5 for determination of
design wind pressures.
Exterior Research and Design, LLC. Evaluation Report I11980.11.08-112
Certificate of Authorization #9503 FL11602-R2
Revision 2: 02/17/2012
Page 3 of 6
TRINITY ERD.
5.5.3.1 Maximum Design Pressure = -45 psf.
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AH3.
Primer: (Optional) ASTM D41
Underlayment: Titanium PSU-30, self -adhered
5.5.3.2 Maximum Design Pressure = -45 psf.
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer: Titanium UDL-25 PLUS or UDL-30 (inverted), mechanically attached with FBC
HVHZ ring, shank nails and 1-5/8" diameter tin caps spaced 6-inch o.c. at 4-
inch wide side laps and 8-inch o.c. at three (3), equally spaced center rows.
Primer: ASTM D41 primer required at all tin -caps.
Underlayment: Titanium PSU 30, self -adhered
5.5.3.3 Maximum Design Pressure = -45 psf.
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AH].
Base Layer: Titanium UDL-30 (printed side up), mechanically attached with FBC HVHZ
ring shank nails and 1-5/8" diameter tin caps spaced 6-inch o.c. at 4-inch
wide side laps and 8-inch o.c. at three (3), equally spaced center rows.
Primer: ASTM D41 primer required over printed side of UDL-30.
Underlayment: Titanium PSU 30, self -adhered
5.6 Exposure Limitations:
5.6.1 UDL-25 PLUS, UDL-30, UDL-50, UDL-TT or UDL-TF shall not be left exposed for longer than
30-days.
5.6.2 PSU-30 shall not be left exposed for longer than 90-days.
5.6.3 UDL-TTMC300 not be left exposed for longer than 180-days.
5.7 For tile roof installations governed by the FRSA/TRI 07320/8-05 Installation Manual, Fourth
Edition, use is limited to the following.
Table 2: Tile System
Options per FRSA/TRI 07320/8-05
System
Underlay
Option
Section
Reference
Roof Underlayment(s)
4
3.02D
Two Ply No. 30
Double -layer, UDL 25, UDL 30, UDL 50, UDL Tr, UDL
System One:
TF or UDL-TTMC300
Mechanically
Fastened Tile,
5
3.02E
Self -Adhered
PSU 30
Unsealed or Sealed
Underlayment
Underlayment
No. 30 / Self -Adhered
Base Layer: ASTM 226, Type II felt, UDL 25 PLUS, UDL
System
6
3.02F
Underlayment
30 (primed with D41 primer) or UDL 30 (inverted)
Top Layer: PSU 30
System Two:
4
3.02D
Self -Adhered
PSU 30
Mechanically
Underlayment
Fastened Tile,
No. 30 / Self -Adhered
Base Layer: ASTM 226, Type II felt, UDL 25 PLUS, UDL
Sealed
Underlayment
5
3.02E
Underlayment
30 (primed with D41 primer) or UDL 30 (inverted)
System
Top Layer: PSU 30
System Four "A":
4
3.02D
Self -Adhered
PSU 30
Adhesive -Set Tile,
Underlayment
Unsealed or Sealed
Underlayment
No. 30 / Self -Adhered
Base Layer: ASTM 226, Type II felt, UDL 25 PLUS, UDL
5
3.02E
Underlayment
30 (primed with D41 primer) or UDL 30 (inverted)
System
Top Layer: PSU 30
System Four" B":
Adhesive -Set Tile,
3
3.02C
Self -Adhered
Underlayment
PSU 30
No. 30 / Self -Adhered
Base Layer: ASTM 226, Type II felt, UDL 25 PLUS, UDL
Sealed
Underlayment
4
3.02D
Underlayment
30 (primed with D41 primer) or UDL 30 (Inverted)
System
Top Layer: PSU 30
Exterior Research and Design, LLC. Evaluation Report I11980.11.08-1112
Certificate of Authorization #9503 FL11602-1112
Revision 2: 02/17/2012
Page 4 of 6
�ITFtINITYIERD
6. INSTALLATION:
6.1 Titanium Roof Underlayments shall be installed in' accordance with Interwrap published
installation requirements subject to the Limitations set forth in Section 5 herein and the
specifics noted below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate
thoroughly to remove any dust and debris prior to application, and prime the substrate (if
applicable).
6.3 TitaniUMTM PSU-30:
6.3.1 PSU-30 shall be installed in compliance with the requirements for ASTM D1970 underlayment
in FBC Sections 1507 for the type of prepared roof covering to be installed.
6.3.2 Cut to 10- to 15-foot manageable sections and re -roll with the release film side out.
6.3.3 Membrane Application:
➢ Peel back release film approximately 1 to 2 feet and align with the lower edge of the roof
and set in place, printed side up.
➢ Apply the balance of the membrane to the substrate by removing the film and firmly
pressing the membrane into place.
➢ Apply subsequent courses parallel to the eave in a shingle -type, water -shedding manner.
➢ End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum
3-inches.
➢ If the membrane becomes misaligned, cut the roll and re -start.
➢ Upon completion, inspect the membrane and repair any defects or fish -mouths.
6.3.4 For use in tile applications:
6.3.4.1 Reference is made to FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Section
5.7 herein, using the instructions noted above as a guideline
6.3.4.2 Wait a minimum of 24 hours prior to loading roof tiles.
6.3.4.3 Tiles shall be staged so as to avoid slippage and/or damage to the roof underlayment.
6.4 Titan iUMTM UDL-25 PLUS, UDL-30, UDL-50, UDL-TT, UDL-TF and (Private Labeled)
UDL-TTM C300:
6.4.1 Install in compliance with manufacturer's published installation instructions and the
requirements for ASTM D226, Type I and II underlayments in FBC Sections 1507 for the type
of prepared roof covering to be installed.
6.4.2 Fasteners:
6.4.2.1 Mechanical attachment of UDL-25 PLUS and UDL-30 is limited to ring shank roofing nails with
minimum 1-inch diameter plastic caps.
6.4.2.2 Mechanical attachment of UDL-50, UDL-TT, UDL-TF and (Private Labeled) UDL-TTMC300 is
limited to ring shank roofing nails with minimum 3/8-inch diameter heads; ring shank roofing
nails with minimum 1-inch diameter plastic caps; screws and plates; or plastic cap staples.
6.4.3 Slopes of 4:12 or oreater:
6.4.3.1 End (vertical) laps shall be minimum 6-inches and side .(horizontal) laps shall be minimum 4-
inches.
Exterior Research and Design, LLC. Evaluation Report I11980.11.08-112
Certificate of Authorization *9503 FL11602-112
Revision 2: 02/17/2012
Page 5 of 6
(-)o
'TRI_N ry j ERD
6.4.3.2 Minimum attachment shall be 12-inches o.c. vertically and 24-inches o.c. horizontally in
accordance with the surface markings on the exposed face of the underlayment. When batten
systems are to be installed atop the underlayment, the underlayment need only be
preliminarily attached pending attachment of the battens.
6.4.4 Slopes of 2:12 to less than 4:12:
6.4.4.1 Double layer application; begin by fastening a 25-inch wide strip along the eaves. Place a full -
width sheet over the starter, completely overlapping the starter course. Continue as noted in
6.4.3, but maintaining minimum 25-inch side (horizontal) laps, resulting in a double -layer
application.
6.4.5 For use in tile aoolications:
6.4.5.1 Reference is made to FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Section
5.7 herein.
6.4.5.2 TitaniumT`" UDL underlayments are 48-inches wide; wider than the typical, codified 36-inch
wide ASTM D226, Type I and II underlayment. The placement and attachment requirements
set forth in Sections 6.4.3 (single layer with PSU-30 overtop) and 6.4.4 (double -layer) are
suitable to maintain the intent of FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition,
Systems 1 and 2.
6.4.5.3 Tiles shall be staged so as to avoid slippage and/or damage to the roof underlayment.
7. LABELING:
Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the
Accredited Quality Assurance Agency noted herein.
S. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the
installation of this product.
9. MANUFACTURING PLANTS:
Contact the named QA agency for information on production locations covered by F.A.C. Rule 9N-3 QA
requirements.
10 QUALITY ASSURANCE ENTITY:
Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321
Exterior Research and Design, LLC.
Certificate of Authorization #9503
- END OF EVALUATION REPORT -
Evaluation Report I11980.11.08-112
FL11602-R2
Revision 2: 02/17/2012
Page 6 of 6
�tisG�ll'i �O�,ray
Planning 8 Development: Services
Building &.Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FL. 34982
Phone:(772)462-2172 •Fax:(772)462-6443
PROPERTY INFORMATION
Address: 118 Queen Elizabeth Ct
City / State / Zip: Fort Pierce, FI 34954
Parcel #: 1414-701-0066-000/6
Zoning: RS-4
REVIEW COMMENTS
Page 1
Owner(s):
Christy Crews / Robert Crews
Jurisdiction: SAINT LUCIE COUNTY
Lot#:
APPLICATION INFORMATION
Permit Number: 1409-0278 Stories:
Permit Type: BUILDING RESIDENTIAL RENOVATION
CONTRACTOR INFORMATION
Contractor Name:
Martin Wohl
Business Name:
Marmer Construction, Inc
Business Addr:
3321 Us Hwy 27 S
City / State / Zip:
Sebring, FI 33870
REVIEWS AND COMMENTS
Review Tyne Status Reviewed By
FRONT COUNTER REVIEW COMPLETE Deanna Givens
Comment:
Block: 8
Automatic Sprinkler System? No
Fax Number: 863-382-9851
Email: Merideth@Marmerconstruct
ion.Com
Date Started Date Completed Date Released
9/18/2014 9/18/2014 9/18/2014
PLANS EXAMINER REVIEW INCOMPLETE Ed Roseberry 10/6/2014
10/6/2014 Comment: FURRING STRIPS TO BE USED WITH HARDIE PLANK SIDING MUST BE ENGINEERED
Cool and C,I Engineering Compar
October 06, 2014
Mr. Ed Roseberry
St. Lucie County Building Department
2300 Virginia Avenue
Ft. Pierce, FL 34982
Re: Furring Attachment
118 Queen Elizabeth Court
Fort Pierce, FL
Dear Mr. Roseberry,
Please be advised that Cool and Cobb Engineering Company was contacted to review an
alternate attachment detail for Hardi Board Planking to an existing stucco concrete block
masonary wall. The Contractor would like to attach furring strips to the existing block wall prior
to attaching the new Hardi Board Siding.
The proposed furring strips shall be pressure treated 1" x 4" minimum and spaced at 16" o.c.
They are to be attached to the block wall with 3/16" x 21/4" tapcons at 16" o.c. Design is based
off bf 160 MPH wind speeds, exposure C, at 30 feet maximum height above grade.
If you have any questions, or if we can provide anything further, please don't hesitate to
contact our office at the number listed below.
Sincerely;:
Carl E. Cool, P.E.
Professional Engineer
��� G ••'�E111s•.O�°�
• o
_ : r
• No.16921
�,�• SATE OF •: �,�=
Carl F. Cool, P.E.
203 W. Main Street
Avon Park, FL 33825
Fla. License No. 16921
(863) 657-2323
Fax: (863) 657-2324
Email: carl@coolandcobb.com
armer
construction, inc.
Commercial, Residential & Industrial Construction
September 12, 2014
Proposed Scope of Work for
118 Queen Elizabeth Ct.
1. Replace existing garage door(same size)
2. Replace existing front door(same size)
3. Replace two exterior doors(same size)
4. Remove existing shingle roof and replace with metal roof
5. Cover all exterior stucco with Hardie Board siding.
Install lx4 PT furring strips over Tyvek. Attach Hardie siding and Hardie trim boards
directly to furring
6. Paint exterior of home
Trim Color to be White and siding color to be Behr Pink Lemonade
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD 1LE`4 COPY
THESE PLANS AND ALL PROPOSED WORK
ARE SUMECT TO R-TY COW]MOAS
ROMEO Rf RE0 IMPjECTOKS THXT. "y
MAY BE NINENARY M ORFR TO
COMRY WITH. AMCADI.E C®0ESa�
d gt L 7—Z)Z- a
ST LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOFI co E
REVIEWED Y
DATE
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
3321 US 27 South * Sebring, Florida 33870 * Ph: 863-314-9851 * Fax: 863-382-9851
www.marmerconstruction.com*CGC15 i69oo
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FZ7i-19-02511
:.::::::::.....:.......:.......... .............................
Supplemental Instructions
Residential Sandwich or Urethane Doors
Higher wind pressures and larger doors require additional
reinforcement.
ACAUTION Premature failure of door system may result from improper
application.
See chart in lower left corner of drawing sheet one for the
approved wind pressures and door sizes.
These supplemental instructions do not contain basic door
installation steps and related safety information.
AWARNING Failure to follow basic installation steps and related safety
information may result in injury or death.
Door installers must follow a primary instruction manual for
basic door installation steps and related safety information.
The correct selection of door and framing materials, in adherence with local 0 �7 n H
nbuilding code directives, is the responsibility of the building owner/designer.(/J/"'//���� I (%/
Use of a reinforced garage door does not constitute automatic compliance with FL
any building code. Local building code officials determine compliance criteria.
A locking system must be installed if the door is not electrically operated.
i ( I III/
The distance from the bottom of track to the first track bracket should not exceed 10 inches.
in
\X\01
``0 �� E.
Locate track brackets as required to avoid other fasteners or defects wood.~
Add track brackets as required maintaining equal spacing until specified quantity is achieved.
8d'
'Yo.
The distance between track brackets should not exceed 28 +/-1 inches.
51737
The distance from the top track bracket to the flag angle should not exceed 38 +/-1 inches.
0 � SATE QF
ION
i6liP.
John E. Scates, RE,
3121 Fairgate Drive
Carrollton, Texas 75
Florida P.E. # 517 {
JFJT
En ,
Supplemental -Instructions, -Sandwich page l of 2 Cpyight 2012 CHL Overhead Doors es , a
Single end hinges shown
(single end hinges shown, see drawing for end hinge requirements)
(hinges shown with six screws, see drawing for screw quantity requirements)
Strut above top fixture
Strut
Strut
Cop Fixture
\11s� End Hinge
Strut above hinge
1d Hinge End Hinge
rf� 0
Strut
Strut
Strut on bottom half of hinge
trut
Fixture
Strut above bottom fixture
Strut below hinge
�trut
Fixture
Strut on top of bottom fixture
Strut
Top Fixture
Strut on top half of hinge
Strut in center of section
Strut
Hinge
End Hinge
End Hinge
ut
Fixture
Strut on top of bottom fixture
Strut
kuxillary
..arrier
lottom Fixture
Strut above top fixture Strut above auxiliary carrier
Push nut detail W I 11111�B
(Push nut shown, see drawing for push nut requirements) ®E
Push Nut Detail (use on all rollers, if depicted on drawing)
use 3/8" I. D. on bottom fixture roller stem
iVo.51737 °
use 7/16" I. D. on end hinge and top fixture roller stems
Push nut: Slide roller into fixture and tap push nut onto
roller stem using a 1/2" socket and hammer. Leave an `r�7 °� STATE OF
1/8" to 1/4' space between push nut and fixture.
zo
u 7i N 1 (l �— r` /ill 116191®��,
FL I 5074H � John E. Scates, P.E
3121 Fairgate Driv
Canolltm, Texas 750 I.L
E.-
Florida P.E. # 5173 o seovi n orSupplementalInstructionsSandwich page2of2 copyr;ght 2012 C.H.h Overhead Doors ind a o �..t o eras
N
For Use With Drawing Number
FZ7i-19-02511
Strut Placement
Door Height
Section
6'-6" to 7'-0"
7'-6" to 8'-0"
8'-3" to 8'-9"
9'-0" to 10'-6"
10'-9" to 12'-3"
12'-6" to 14'-0"
14'-3" to 15'-9"
16'-0" to 17-6"
17-9" to 19'-3"
19'-6" to 20'-0"
Number
I at Detail A
12
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
I at Detail B
1 at Detail A
1 at Detail C
11
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
I at Detail D
1 at Detail B
1 at Detail B
I t Detail A
1 at Detail C
1 at Detail C
10
N/A
N/A
N/A
N/A
N/A
N/A
N/A
I at Detail D
1 at Detail B
1 at Detail B
1 at Detail B
I at Detail A
I az Detail C
I at Detail C
1 at Detail C
9
N/A
N/A
N/A
N/A
N/A
N/A
1 at Detail D
1 at Detail D
1 at Detail B
1 at Detail B
1 at Detail B
1 at Detail B
1 at Detail A
I at Detail C
I at Detail C
1 at Detail C
l at Detail C
8
N/A
N/A
N/A
N/A
N/A
1 at Detail D
1 at Detail D
I at Detail B
1 at Detail B
I at Detail B
I at Detail B
1 at Detail B
1 at Detail A
1 at Detail C
I at Detail C
1 at Detail C
1 at Detail C
I at Detail C
7N/A
N/A
N/A
N/A
1 at Detail D
1 at Detail D
1 at Detail D
1 at Detail B
1 at Detail H
1 at Detail B
l at Detail H
1 at Detail B
1 at Detail H
1 at Detail A
1 at Detail C
I at Detail C
1 at Detail C
I az Detail C
1 at Detail C
1 at Detail C
6
N/A
N/A
N/A
I at Detail D
1 at Detail D
I at Detail D
1 at Detail B
I at Detail B
1 at Detail B
I at Detail B
l at Detail H
I at Detail B
1 at Detail B
1 at Detail A
1 at Detail A
1 at Detail C
1 at Detail C
1 at Detail C
I at Detail C
1 at Detail C
1 at Detail C
1 at Detail C
5
N/A
1 at Detail D
1 at Detail D
1 at Detail D
1 at Detail D
1 at Detail D
1 at Detail D
1 at Detail B
I at Detail .B
1 at Detail B
1 at Detail B
1 at Detail B
I at Detail B
I at Detail B
1 at Detail B
1 at Detail B
1 at Detail A
1 at Detail C
1 at Detail C
1 at Detail C
I at Detail C
1 at Detail C
1 at Detail C
l atDetail C
I at Detail C
1 at Detail C
4
1 at Detail B
1 at Detail D
1 at Detail B
1 at Detail D
I at Detail B
1 at Detail B
1 at Detail D
I at Detail B
1 at Detail B
I at Detail B
I at Detail B
1 at Detail B
1 at Detail B
I at Detail C
1 at Detail C
1 at Detail C
I at Detail C
I at Detail C
1 at Detail C'
1 at Detail C
1 at Detail C
I at Detail C
1 at Detail C
3
1 at Detail D
1 at Detail D
1 at Detail D
1 at Detail D
1 at Detail D
1 at Detail D
l at Detail D
1 at Detail D
1 at Detail D
1 at Detail B
aea
1 t Detail B
1 at Detail B
1 at Detail B
l at Detail H
I at Detail B
I at Detail B
1 at Detail B
1 at Detail B
I at Detail B
at Detail C
1 at Detail C
1 at Detail C
1 at Detail C
1 at Detail C
1 at Detail C
I at Detail C
I. at Detail C
1 at Detail C
I at Detail C
21
Detail B
I at Detail B
1 at Detail B
I at Detail B
1 at Detail B
I at Detail B
I at Detail B
I at Detail B
l at Detail B
1 at Detail B
I at
I at Detail C
1 at Detail C
1 az Detail C
1 at Detail C
1 at Detail C
1 at Detail C
I at Detail C
1 at Detail C
I at Detail C
1 at Detail C
1
1 at Detail-D
I at Detail D
1 at Detail D
1 at Detail D
I at Detail D
1 at Detail D
l at Detail D
1 at Detail D
1 at Detail D
1 at Detail D
1 at Detail E
I at Detail E
I at Detail E
1 at Detail E
I at Detail E
1 at Detail E
I at Detail E
1 at Detail E
I I at Detail
I 1 at Detail E
Push Nut Detail (use on all rollers)
use 3/8" I. D. on bottom fixture roller stem
use 7/16" I. D. on end hinge and top fixture roller stems
Push nut: Slide roller into fixture and tap push nut onto
roller stem using a 1/2" socket and hammer. Leave an
1/8" to 1/4" space between push nut and fixture.
Track Bracket Spacing
Track bracket spacing shown for doors up to four sections high. Additional
door sections may be added for maximum door height depicted on line
drawing. Track brackets must be added (per track) for each section and
spaced at a distance not greater than the corresponding section height (see
line drawing for required quantities).
G
F
Do Not
E
Exceed
J
G
10"
D
F
12"
C
-4
B
E
16"
D
16"
C
12"
B
6-1/2"
A
Strut Placement Detail
Strut above top fixture
Detail A
Strut in center of section
Detail D
Strut
top Fixture
End Hinge
End Hinge
i
For Use With Drawing Number
FZ7i-19-02511
Strut above hinge
Detail B
Strut above bottom fixture
Detail E
......,........,
Strut
End Hinge
Strut
Mom Fixture
Strut on bottom half of hinge
Detail C
id Hinge
Strut
00. Y
1,
-- �� , .41 1;
Strut Attachment Strut
This door has been evaluated per ASCE 7-10 as referenced by FBC 2010 in accordance with
ASTM E330-02 and ANSI/DASMA 108-02, 108-05 and for windbome debris in accordance with
ASTM El 886-05JEl 9 96-09 and ANSI/DASMA 115-05 (9 pound missile).�� R9
Design PressureY r ly meet or exceed the requirements for the following wind speeds. �® e • sy
These wind soeeds a�eB o rrhigh doors, taller openings typically withstand higher wind speeds. `
Width
ure
Ex sur "B'
Ex sure"C'
Windows
BackerPla
20'-02"
31.0 '`351.4 (sf)
186 (m h
157 (mph)
10
9
20'-00"
32.04[ 0
189 m h)
160 (mph)
10
9
19'-08"
33. /-372
192 h
162 (mph)
9
8
19'-06"
33. 8 s
194 (mph)
164 (mph)
9
8
19'-00"
35. 1 "s il'- 39.9
198 (mph)
168 (mph)
9
8
18'-00"
39. s - 44.4
209 m h
177 (mph)
8
7
16-00"
1 43.0 /-48.3 s
217 (mph)
183 (mph)
8
7
15'-00"
43.0 -. 8.3(psf)
217 m h)
183 m h)
7
6
14'-00"
430 /- 8.3
216 (mph)
182 (mph)
7
6
13'-00"
43. fl .3 s
215 (mph)
182 (mph)
6
5
1Z-00"
43. 48.3(psf)
215 (mph)
181 (mph)
6
5
11'-00"
43t sf) / ..8.3 sf
214 (.Ph)
181 m h
5
4
10'-00"
43 8.3
213 h
180 (m h
5
4
rressrzces amiss oes ea oy to rerro or yearns square..ur a uw, w - .�,. — �u�.
Pressures may _ m _ sed by the simple ratio of widths for a door narrower than one shown.
Window Options:
114" Lexan with Alumina Frame
max daylight opening 29-3/8" x 13"
Track
Bracket
o p
rn d
n
rn o
F w
Door Height
6'-0" to 7'-0"
4
10
6
T-6" to 8'-0"
5
12
7
T-3" to 81-9"
5
13
8
9'-0" to 10'-6"
6
15
10
10'-9" to 1T-3"
7
18
11
12'-6" to 14'-0"
8
20
13
IN-3" to 15-9"
9
23
14
16-0" to 1T-6"
10
25
16
17-9" to 19'-3"
11
28
18
19'-6" to 2&-0"
12
30
19
Track bracket quantities shown are for use with
grade 2 or better southern pine jambs. When using
softer wood species like spruce -pine -fir (SPF) use
the quantity of track brackets specified in the chart
plus four track brackets perside.
s i• No. 51737 ++ Supplemental Instructions contain details for
+
doors up to 20'-0" high. These are required
in
addition to this drawing for installation. Always
° sTATE OF I. use supplemental inmrrctions in addition to this
Supporting structural a r ` lam- Il `v drawing during door installation -
elements
registered
ee tp be designed by ®� e`^ OR1�jo� o� nts
re istered professional ®0 4Q:`�,�� C7
engineer for speci5edwind x� bg+3--a--��N ��{_ 8-15-2012
loads. Ifdoor is not fit- "� t 'd �lJw�) Models
O�� ° ��dfb'� \A u 221 228X,421X,428X,
electrically operated, a lock %( t 13 t ,1\� 7 Z 8 / �Z 521X 528X, 591X, 598X
must be installed. ° t 5 � � � ` V
Maximum door height: 20'-0" John E. Scates, RE 43.0 (psf) /- 483 (psf) at 10'-00" through
Maximum[ section height: 21" 3121 Fairgate Drive 31.0 (psf) / - 35.4 (psf) at 29-02"
Professional Engineer's seal provided only for Carrollton, Texas 75007 C.H.L Drawing: FZr-19-02511
verification of windload construction details Florida P.E. # 51737 nave 1 of
B
B
Strut (if applicable) not shown for clarity.
(.097) galvanized steel top
fixture. Each fixture attached
with four 1/4" x 3/4" screws.
carrier and carrier support
push nut
(.066) end stile
manufactured by C.H.L
(.109) galvanized steel top
fixture. Each fixture attached
Il with two 1/4" x 3/4" screws.
g
8 push nut
(.066) end stile
manufactured by CM p
Optional low head room top bracket
2" (max. for .069 thick)
4" fmax_ fnr _t 09 thick)
nominal 0 2" (min.)
10 (min.) ball rof
with nylon or steel tre
(.102) galvanized steel bottom
bracket manufactured by C.H.
Each bracket attached with foi
fed 1/4" x 3/4" screws.
push nut
Vinyl
weatherstrip um extrusion
Details on some views may have been omitted for clarity.
The vertical wood jamb fasteners may be counter sunk to provide a flat mounting surface.
See jamb attachment details for more information about attaching jambs to structure.
2" x 7/16" (nominal) stop molding to be secured with
minimum 8d nail or 2-1/2" long screw on 5" spacing.
Stop molding not required when door is more than V wider than opening.
nominal (.0155) galvanized steel minimum
M Z
7—
(.023) backer plate at each hinge location t(min)r.OM69(mi.)
& mid -point between hinges (if required). galvanized steel track
End Hinge
galvanized steel fastened
Oto section with
six 1/4" x 3X' screws.
0
Push nut
2 3/4"
3-1/2" (min.) stem
(.086) galvanized step
flag bracket fastened i
wood jamb with tha
5/16" x 1-5/8" wood h
screw
Flag bracket attached
to horizontal track
with two 1/4" x 5/8"
track bolts and nuts.
Flag bracket attached to
vertical track with two 1/4"
x 5/8" track bolts and nuts.
Or two 1/4" x 11/32" rivers_
(.102) galvanized steel track
Intermediate Hinge bracket fastened to wood jamb
(.058) galvanized steel with one 5/16" x 1-5/8" wood °
fastened to section with lag screw per bracket °
four 1/4" x 3/4" screws.
Each track bracket attached with
one 1/4" x 5/8" track bolt and nut
Or two 1/4" x 11/32" rivers.
2 3/4"
Y
1 7/87/8"
1/2"
(.051) 50 ksi galvanized steel
3"strut attached with two 1/4" x 3/4"
screws per stile or hinges plate.
push nut v
(.109) galvanized steel bottom bracket John EVVS((caress,, PR
manufactured by C.IU Each bracket attached 3121 Fairgate Drive
th f d 14" 3/4"
eaoe�aa e i i 911a®®,�i
,p�
`
i
® No. 51737
oa STATE OF �� o
A4OR%DP- .
�
dam
6111111111 �
wr our re / x screws. Carrollton, Texas 75007 professional Engineer's seal provided only for
Optional low head room bottom bracket Florida P.E. # 51737 verification of windload construction details
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Property Appraiser - St.Lucie Count
Page 1 of 1
Christy Crews Record: 1 of 1
Property Identification
Site Address: 118 QUEEN ELIZABETH CT
Sec/Town/Range: 14 :34S :40E
Map ID: 14/14S
Zoning: RS-4
Ownership and Mailing
Owner: Christy Crews
Address: PO Box 1961
Avon Park FL 33826-1961
PROPERTY RECORD CARD
<<Prev Next» Spec.Assmnt
Taxes Exemptions Permits Home Print
ParcellD: 1414-701-0066-000-6
Account #: 7480
Use Type: SF Res r
City/Cnty: Saint Lucie County
Legal Description
QUEENS COVE -UNIT 1- BLK 8 LOT C AS SHOWN ON PLAT
MARKED NOT INCLUDED (OR 2065-1110: 3065-1475: 3071- 7
More...
Sales Information
Assessment 2014
Date
Price
Code
Deed
Book/Page
2014 TRIM:
350900
2/19/2009
0
0116
WD
3071 / 2323
Assessed:
350900
2/19/2009
100
0116
WD
3065 / 1475
Ag.Credit:
0
8/23/2004
575000
00
WD
2065 / 1110
Exempt:
3/16/1998
200000
00
WD
1133 / 2705
Taxable:
5/12/1995
100
01
WD
0956 / 0545
Taxes:
6602.26
5/8/1995
215000
00
PR
0956 / 0546
8/14/1989
258000
00
WD
0649 / 2110
5/1/1978
23000
00
CV
0286 / 0800
BUILDING INFORMATION
Exterior Features
View:
RoofCover:
ExtType:
HC- - HC-
YearBlt:
Grade:
C- - C-
EffYrBlt:
StoryHght:
0010 -1 Story
No.Units:
Interior Features
BedRooms:
3
Electric:
FuliBath:
2
HeatType:
1/2Bath:
0
HeatFuel:
%A/C:
100
%Heated:
Special Features and Yard Items
Type
Y/S Qty.
Units Qual. Cond.
YrBlt.
DOK1 - CONC DOCK
Y 1
200
AV
AV
1988
SWAV - RES POOL AVG Y 1
264
AV
AV
1988
PA01 - POOL DK-AVG
Y 1
426
AV
AV
1988
DOK2 - WOOD DOCK
Y 1
360
AV
AV
1986
PHTR - POOL HEATER Y 1
1
AV
AV
1988
FEN4 - CHAINLINK 4'
Y 1
160
AV
AV
2005
DWC - Driv-Concret
Y 1
720
AV
AV
1986
Total Land and Building
Land Value: 236400 Acres: 0.27
Building Value: 114500
Finished Area: 1942 SgFt
SD - Dim Shingle
RoofStruct:
HP - Hip
1986
Frame:
-
1986
PrimeWali:
BS - CB Stucco
1
SecWall:
MX'- MAXIMUM
PrmintWall:
DW - Drywall
FHA - FrcdHotAir
AvgHUFI:
ELEC - Electric
Prm.Flors:
CU - Carpet
100
%Sprinkled:
0
Land Information
No. Use Type
Type
Measure Depth
1 0100-SF Res
CIUA-Front Ft
118.2 100
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
http://www.paslc.org/paslc/prc.asp?prelid=141470100660006 9/5/2014