HomeMy WebLinkAbout11-11814 CITY OF ZEPHYRHILLS
, 5335 - 8TH STREET
(si3)�so-oozo 11814
BUILDING PERMIT
Permit Number: 11814 Address: 7211 OMEGA CT
Permit Type: RE-ROOF ZEPHYRHILLS, FL.
Class of Work: ROOF REPLACEMENT Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: ALPHA VILLAGE
Est. Value: Parcel Number: 35-25-21-0050-00000-0660
Improv. Cost: 4,160.00
Date Issued: 4/26/2011 Name: ISBELL, DAVID
Total Fees: 60.00 Address: 7211 OMEGA CT
Amount Paid: 60.00 ZEPHYRHILLS, FL. 33540
Date Paid: 4/26/2011 Phone:
Work Desc: REROOF 30 YR TIMBERLINE SHINGLE
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REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection
trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections calied d) work not ready for
inspection when called e) permit not posted on job site � plans not at job site g) work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"Warning to owner: Your 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 with your lender or an attorney
before recording your notice of commencement."
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CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
a�3-�ao-oozo City of Zephyrhills Permit Appiication Fax-813-780-0021
Building Department
Date Received ,� � G � (3 �J`�
Phone Contact for Permittin —
Owner's Name � v� l ►d 5� r� v f � e �� q� �� 5� �� Owner Phone Number
Owner's Address 5� ls !' �a SS�t c v� �„t ' � ,S � Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS �-y O V�t 4 S SC C I� � 54, 'N�ZS � LOT # �
SUBDIVISION SI�r,�� � IC� � M� P , PARCEL ID# b" Z b'2 �—p � I �' b�} 3 Da °— ° bo C�
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED B NEW CONSTR e ADD/ALT � SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM Q OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME 0 STEEL Q
DESCRIPTION OF WORK 1�- �v � 6J �.Y Mob� 1e �O� �� � L`� � v V..� � f i� J`' bbC v✓"� �
BUILDING SIZE � SQ FOOTAGE � HEIGHT
QBUILDING $ a y o� iUV VALUATION OF TOTAL CONSTRUCTION
�ELECTRICAL $ AMP SERVICE � PROGRESS ENERGY Q W.R.E.C.
QPLUMBING $
QMECHANICAL $ VALUATION OF MECHANICAL WSTALLATION � �l� 1�
�
OGAS � ROOFING Q SPECIALTY Q OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO
BUILDER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/ N
Address ' License # -- 1
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/ N
Address License #
PLUMBER COMPANY
SIGNATURE REGISTERED Y I N FEE CURRE� Y/ N
Address License # �
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/ N
Address License #
OTHER � COMPANY � �����"� ��' '�L � �LU` C
SIGNATURE REGISTERED Y/ N FEE CURREA Y/ N
Address � J k � i���� K �Zn h i'" ( License# � l.. � �� 7 7� /
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities 8 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
**"PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner 8� Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required. (A/C upgrades over;7500)
** Agent (for the contractor) or Power of Attomey (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed rest�ictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation lmpact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy" or final power release. If the project does not involve a certi�cate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the "owner" prior to commencement.
CONTRACTOR'SIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls, Docks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wetls, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone "V" unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, 1 certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the is considered abandoned
WARNING TO OWNER: YOUR 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
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT (F.S. 117.0 ) 6 � -�
OWNER OR AGENT�arC� �" CONTRACTOR ed before me this
Subscnbed and swom to (or affirmed) before me thls Subscribed and swom to (or afflrtn )
by b y
Who is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced
as idenUficatlon. as identification.
Notary Public Notary Public
Commission No. Commission No.
Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped
Pasco County Parcel: 10-26-21-0010-09300-0000 001 Page 1 of 1
Data Current as Of: Weekly Archive - Saturday, April 23, 2011
� Parcel ID 10-26-21-0010-09300-0000 (Card: 001 of 003)
Classification 28 - Rental MH/RV Park
Mailing Address n C t� Property Value
GROH MARIA GABRIELA �b'�' Ag Land $0
PO BOX 1931 Land $472,566
ZEPHYRHILLS FL 33539-1931 Building $0
Phvsical Address - See All 42 addresses (First Extra Features $0
Shown)
5232 BRUNSWICK ST Market Value ¢472,566
ZEPHYRHILLS FL 33542-3340 Assessed (Non-School Amendment
Leoal Descriution (First 4 Lines) 1) $472,566
See Plat for this Subdivision �' Taxable Value $472,566
ZEPHYRHILLS COLONY COMPANY
LANDS PB 1 PG 55 SOUTH 1/2
TRACTS 93 & 94 LESS RD
OR 3805 PG 695
Land Detail (Card: 001 of 003)
Line Use Description Zoning Units Type Price Condition Value
1 0210 TRLR PARK OOM2 41.00 UT $10,200.00 1.13 $472,566
Additional Land Information
Acres 5.00 A ea 30ZH C de � Residential Code RMHPCL2 Commerical Code RMHPCL2
Building Information (Card: 001 of 003)
Unimproved Parcel 00 - Unimproved
Ex tra Features (Card: 001 of 003)
�— Line � Year � Units Value
No Extra Features
Sales History
Previous Owner GOODMAN AUGUSTE A
Year Month Book/Page Type Amount
1997 � 09 3805 / 0695 WD $0
1988 � 07 1726/1865 � $0
1987 07 _� 1624 / 1723 WD $0
http:Uappraiser.pascogov.com/search/parcel.aspx?sec=10&twn=26&rng=21 &sbb=0010&b... 4/26/2011
Florida Building Code Online Page 1 of 2
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• , �,,<� �,: , ; . FL # FL1601-RS
" "'" �'''" " Application Type Affirmation
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ORK SHALL COMPLY WITH ALL
Product Manufacturer car��s�e syrA����'dODES, FLORIDA BUILDING
Address/Phone/Email 1285 Ritne i(,1(��$��IATIONAL ELECTRIC CODE AND
P.o. aoX �o��30F ZEPHYRHILLS ORDINANCES
Carlisle, PA
(717) 245-7000
malpezzi (�syntec.carlisle.com
Authorized Signature Joe Malpezzl
mal pezzi @syntec, cari isle. com
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Technical Representative —
Address/Phone/Email C �N OF ZEPHyRf-31L� �. �
1'LANS EXAN►iNEf�
Quality Assurance Representative --- 5
Address/Phone/Email
Category Roofing
Subcategory Single Piy Roof Systems
Compliance Method Certification Mark or Listing
Certfflcatlon Agency FM Approvals - CER
Validated By
Referenced SWndard and Year (of Standard) Standard Year
FM 4470 1992
Equivalence of Product Standards
Certified By
Documentation from approved Evaluation or Validation Entity 7 � r�
http: //www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtFPmdYiND Wr... 4/19/2011
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option A
Date Submitted 02/14/2008
Date Validated 02/14/2008
Date Pending FBC Approval
Date Approved 03/20/2008
- — - ---- -
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;Summa - ----- -- ----
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ry of Products
i FL # Model, Number or Name DescNption
: 1601.1 Sure-Seal, Sure-Weld, Sure- EPDM, TPO and PVC Roofing Systems
White and Sure-Flex
3 Limits of Use Certiflcatlon Ayency Certiflcate
� Approved for use in HVHZ: Yes FL1601_R5_C_CAC_FM Guide Cariisle pdf
� Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date
; Impact Resistant: Yes
� Design Pressure: +495/-495 Installation Instructions
� Other: Maximum upiift pressure of 495 psf for Sure- FL1601_RS_II_20045ureFlexPVCadheredGuide pdf '
i Seal, Sure-Weld and Sure-White. Maxfmum uplift F11601 _RS_II_2004SureFIexPVCmfGuide pdf ;
j pressure of 330 psf for Sure-Flex. Safety Factor of 2 FL1601_RS_II_AGUIDE06 pdf
� used to caleulate uplift pressures. F�1601_RS_II_Attachment VI-SAT TPO Application.pdf �
FL1601_RS__II_ColdAppliedAdhered pdf �
FL1601_RS_II_FBackAquaBase120_2004r1 pdf
FL 1601 __RS_I I_FBG D 200 6. pdf
FL1601_RS_II_HotmopGD06 pdf
FL1601__RS_II_MFGUID06 pdf
FL1601_RS_II_SWFBGUIDEADH06 pdf
FL1601__RS_II_SWGDA06 pdf
FL1601_RS_II_SWHotmopafx06 pdf
FL1601_RS_II_SW MFGD06.pdf
Verified By: FM Approvals - CER
Created by Independent Third Parry•
Evaluation Reports
Created by Independent Third Party:
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D�partm�nt d Communlry AMSfrs
florld+ Bulbinp Code On!!ns
Codaa �nd SdnA�rds
2555 Shumard Oak Boulevard
7allahassee, Florida 32399-Z100
(850) 487-1824, Fax (850) 414-8436
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Priva�5tatement � Copyrlqht Sfatemmt � Accessibili Statement � Pouq-in SoRwarc � Customer Service Survev � Contact Us
Produet Approval Accepts:
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CARLI'SLE'S
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�I�RE-WELD�
GUIDE-SPEC
Sure-Weld� TPO MECHANICALLY-FASTENED ROOFING SYSTEM
February 2006
This GUIDE-SPEC is a brief outline of Carlisle's Sure- 3. Projects with fasteners specified to exceed 12"
Weld Mechanically-Fastened Roofing System requirements and is
intended for use as a submittal with a bid package. Specifiers and 4. Air pressurized buildings, canopies and buildings with
the Carlisle Authorized Roofmg Applicator must comply with the lazge openings where the total wall opening exceeds
"Design Criteria" and "Application" sections of Carlisle's 10% of the total wall area where openings are located.
Specifications prior to design or bid.
5. Cold storage buildings and freezer facilities.
PARTI GENERAL
1.O1 DESCRIPTION 6. Projects where the membrane is expected to come in
direct contact with petroleum-based products or other
The Sure-Weld Mechanicaily-Fastened Roofing System chemicals.
incorporates 12', l0' or 8' wide, white, gray or tan 45, 60, 72 or 80-
mil thick scrim-reinforced Sure-Weld Thermoplastic Polyolefin B. Along with the project submittals (shop drawings and
(TPO) membrane. Insulation is mechanically fastened to an Request for Wamanty}, the roofing contractor must include
acceptable roof deck. Sure-Weld perimeter sheets (6', 5' or 4' wide pullout tests when:
respectively) aze installed along the building edges and field
membrane sheets aze mechanically fastecied to the roof deck with 1 HP-X Fasteners are used through a lightweight
the appropriate Carlisle Fasteners and Fastening Plates. Adjoining insulating concrete substrate into a steel deck lighter
sheets of Sure-Weld membrane are overlapped and joined together than 22 gauge.
with a minimum 1-1/2" wide hot air weld. Refer to the "Design
Criteria" section for the required number of perimeter membrane 2. HP-X Fasteners are used in conjunction with plywood
sheets and the required fastener spacing. decks less than 5/8" thick or oriented strand board
(OSB) minimum 7/16" thick.
1.02 QUALI7'Y ASStiRANCE
4 HP-NT'B Fasteners are used in conjunction with
A. This roofing system must be installed by a Carlisle cementitious wood fiber and gypsum decks.
Authorized Roofing Applicator in compliance with shop
drawings as approved by Carlisle. There must be no C. For all projects (prior to project inspection by Cazlisle) a final
deviations made without the PWOR WRITTEN shop drawing must be approved by Carlisle.
APPROVAL of Carlisle.
1.04 PRODUCT DELIVERY, STORAGE AND
B. Upon completion of the installation, an inspection will be HANDLING
conducted by a Field Service Representative of Carlisle to
ascertain that the membrane roofing system has been installed A. Deliver materials to ihe job site in the original, unopened
according to Carlisle's published specifications and details containers labeled with the manufacturer's name, brand name
applicable at the time of bid. and installation instructions.
C. This roofing system meets Uederwriters Laboratories (iJL) B. Store Sure-Weld membrane in the original undistutfied plastic
and Factory Mutual (FM) requirements. For specific code �p•
approvals achieved with this roofing system, refer to the
Sure-Weld Code Approval Guide, Factory Mutual Approval G Job site storage temperatures in excess of 90° F inay affect
Guide or Underwriters Fire Resistance and Roofing Materials shelf life of curable maierials (i.e., adhesives and sealants).
and Systems Directories.
D. When liquid adhesives and sealants are e�cposed to lower
1.03 SUBMITTALS temperatures, restore to a minimum of 60° Fahrenheit before
use.
A. To ensure compliance with Carlisle's watranry requirements,
the following projects should be forwarded to Carlisle for E. Do not store adhesive containers with opened lids due to the
review prior to installaUon, preferably prior to bid. loss of solvent, which will occur from flash off.
1. Projects where a wind speed wamanty coverage greater F. Insulation and underiay- ��
than 55 MI'H peak gusts is specified. ment must be stored so it is
kept dry and is protected
2. Projects where the building height exceeds 50' from the elements. Store Caritsle SraTec Ine�poreted
600319 �
SWMF Guide - 2/2006
insulation on a skid and completely cover with a breathable
material such as tazp or canvas. If the insulation is 2.02 MEMBRANE
lightweight, it should be weighted to prevent possible wind
damage. Sure-Weld white, gray or tan 45, 60, 72, 80-mil thick reinforced
T'hermoplastic Polyolefin (TPO) membrane is used for this system.
1.05 JOB CONDITIONS Field membrane sheets aze 12', 10' or 8' wide by 100' long based
on project conditions. Perimeter sheets are 6' wide (used with 12'
A. This system must not be applied on projects where the slope field sheets), 5' wide (used with 10' field sheets} or 4' wide (used
exceeds 18" in one horizontal foot. When the roof slope with 8' field sheets). For physical propedies of inembrane, refer to
exceeds 5" per horizontal foot, use of an automatic welding page 4
machine may be more difficult. A hand held welder should
be specified. 2.03 RELAT'ED MATERIALS
B. Existing roofing material must be investigated by the Sure-Weld Non-Reinforced or Reinforced Flashing, Bonding
specifier and all wet material must be removed. Adhesive, Cut Edge Sealant, Water Cut-Off Mastic, PT 304
Sealant, EP-95 Spicing Cement, Weathered Membrane Cleaner,
C Existing phenolic insulation and sprayed-in-place urethane Molded Pocket Sealant, Heat Weldable Walkway Pads, Pre-
roofs must be removed prior to installation of this system. Molded Inside/Outside Comers, Pipe Flashings, Curb Wraps and
Sealant Pockets.
D. The use of a vapor retarder to protect insulation and reduce
moisture accumulation within an insulated assembly should PART III EXECiTI'ION
be investigated by the specifier Consult the publications by 3A1 GENERAL
ASHRAE (American Society of Heating, Refrigerating and
Air-CondiGoning Engineers, Inc.) and NRCA (National A. When feasible, begin the application at the highest point of
Roofing Contracwrs Association) for specific infonnation. the highest roof level and work to the lowest point to prevent
moisture infiltration and to minimize conshvction traffic on
E. Coordination between trades is essential to avoid unnecessary completed secUons. This will include complelion of all
traffic over sections of the roof and to prevent damage to the flashings, terminations and daily seals.
membrane roofmg system.
B. Follow criteria outlined in the "Design Criteria" section to
1.06 WARRANI`Y prepare the roof deck or the existing substrate prior to the
application of the new roofing system.
All warranties are availabie for wmmercial pmjects only
3.02 ROOF DECK CRITERIA
A. A 5 or 10 year Membrane System Warranty, with a wind
speed wverage of up to 55 mph is available for a charge. A. Proper substrate shall be provided by the buitding owner
The structure shall be sufficient to withstand normal
B. A 10 or 15-year Total Roofing System Warranty is conshuction loads and live loads.
available for a charge on commercial pmjects. Projects will
receive a maximum peak gust wind speed coverage up to 55 B. Defects in the roof deck must be reported and documented to
mph unless prior review is performed by Carlisle regarding the specifier, general contractor and building owner for
an e�ended wind speed coverage. assessment. The Carlisle Authorized Applicator shall not
proceed with installation unless defects are corrected.
The 15-year Warrxety is not availabk for projects with
cementitious wood fiber or gypsum decks. C Acceptable decks and the applicable Cazlisle Fasteners:
Note: Due to various wind uplift coverages available, 1 Steel, 22 gauge or heavier - Carlisie HP-X
these projects must be reviewed by Carlisle prior to Fasteners/Piranha Plates or HP-Xtra Fasteners/Piranha
bid, prefe►rably in design phase, to determine Xtra Plates are required with a minimum pultout of 500
system enhancements that may be applicable. pounds per fastener
C A 20-yeaz Total System Wan-anty is available for a charge 2. Lightweight Insulating Concrete over steel - Carlisle
for projects utilizing minimum 60-mil thick Sure-Weld HP-X Fasteners/Piranha Plates are required with a
membrane and incorporating additional design minimum pullout of 360 pounds per fastener (into steel
enhancements as outlined in "Attachment IV", 20-Year deck below the lightweight concrete).
Warranty Design Enhancements, in the Sure-Weld Design
Criteria Specification. 3. Structaral Concrete, rated 3,000 psi or greater —
Carlisle CD-10 or HD 14-10 Fasteners (with Piranha
PART II PRODUCTS Plates) are required with a minimum pullout of 800
2.01 GENERAL pounds per fastener
The components of this roofing system are to be products of 4 Wood Plank, minimum 15/32 thick Plywood - Carlisle
Carlisle or accepted by Carlisle as compatible. T'he installation, HP-X Fasteners/Piranha Plates are required
performance or integrity of products by others, w6en selected by
the specifier and accepted by Carlisle, is not the responsibility 5 On oriented strand boazd (OSB) decks, HP-X Fasteners
of Cazlisle and is expressly disclaimed by the Carlisle Warranty and Pirahna Plates may be used providing a pullout of
z
600319 SWMF Guide - 2/2006
360 pounds can be obtained. Please contact Carlisle's at those locations where Fastening Plates are located
Systems Design and Review Group sheet sizing and (along length of the membrane) and a minimum of Z" at
fastener spacing. end roll sections (width of the membrane).
6. Cementitious W ood Fiber and Gypsum - The Cazlisle 4 Hot air weld the membrane sheets a minimum of 1-1 /2"
HP-N'TB Fastener is required with a minimum pullout with an Automatic Hot Air Welding Machine.
of 300 pounds.
5. Membrane that has been exposed to the elements for
3.03 SUBSTRATE PREPARATION approximately 7 days must be prepared with Weathered
Membrane Cleaner. Wipe the surface where Weathered
A. On retrofit-recover projects, cut and remove wet insulaYion, Membrane Cleaner has been applied with a clean, dry
as identified by specifier, and fill all voids with new HP Splice Wipe or other white rag to remove cleaner
insulation so it is relatively flush with existing surface. residue prior to hot air welding.
B. For all projects, substrate must be even without noticeable C. Additional Membrane Securemeot
high spots or depressions, and must be free of accumulated
water, ice or snow. The membrane must be secwed at the perimeter of each roof
level, roof section, expansion joint, curb, skylight, interior
C. Clear the substrate of debris and foreign materiaL Fresh wall, penthouse, etc., at any angle change which exceeds 2"
bitumen based roof cement must be removed or concealed. in one horizontai foot and at all other penetrations in
accordance with Carlisle's Details published with Carlisle's
3.04 INSTALLATION Specifications.
Refer to the applicable Material Safety Data Sheets and Technical D. Membrane FiAShing
Data Bulletins for applicable cautions and warnings.
l. Fiash all walls and curbs with Sure-Weld reinforced
A. Insulallon Attac6ment membrane. Non-Reinforced membrane shall be limited
to inside and outside comers, field fabricated pipe seals,
l Carlisle Insulation sha(1 be mechanically fastened to ihe scuppers and Sealant Pockets where the use of pre-
roof deck as follows: molded accessories are not practica(. Terminate the
flashing in accordance with an appropriate Carlisle SW-
a. For HP Recovery Board or minimum 1-I/2" thick 9 Termination Detail.
Polyisocyanurate, a minimum of 5 fasteners and
plates per 4' x 8' boazd are required. 2. On vertical surfaces, such as walls, curbs and pipes,
Bonding Adhesive is not required when the flashing
b. For Polyisocyanurate less than 1-1/2" thick or height is 12" or less and the membrane is terminated
Foamulaz or DOW Eactruded Polystyrene, any under a metal counterflashing (nailed). When a coping
thickness, a minimum of 6 fastenets and plates per or termination baz is used for vertical terminations,
4' x 8' board are required. Bonding Adhesive may be eliminated for flashing
heights 18" or less.
Note: Extruded polystyrene insulation is for
use directly under white Sure-Weld E. Other Related Work
membrane only
1. Walkways are required for all traffic concentration
c. Insulation boards 4' x 4', regardless of thiclmess, points (i.e., roof hatches, access doors, rooftop ladders,
must be fastened at the minimutn rate of 1 fastener etc.), regardless oftraflic frequency. Walkways are also
and plate every 4 square feet. required if regular maintenance (once a month or more)
is necessary to service rooftop equipment. Walkways
2. Carlisle Piranha Plates, Seam Fastening Plates (2" are considered a maintenance item and are excluded
diameter) or InsWation Fastening Plates (3" diameter) from the Cazlisle Warranty
must be used with appropriafe Carlisle Fastener for
insulation attachment. 2. Sure-Weld Heat Weldable Walkway Rolls are required
when walkway pads are specified and are heat welded to
B. Membrane Placement, Attachment and Hot Air Welding the Sure-Weld Membrane.
1 A minimum of one perimeter sheet shall be installed at When concrete pavers are used, they shall be loose laid
edges of each roof level and 12', 10' or 8' wide and installed in conjunction with a slip sheet of
membrane shall be installed in the field of the roof. reinforced membrane or two layers of HP Protective
Mat. Concrete pavers are not recommended when the
2. Membrane sheets shall be mechanically fastened with roof slope is greater than 2" per i horizontal foot.
the appropriate Carlisle FastenedFastening Plate spaced
6" to 12" on center, depending on project criteria, within Carlisle Interlocking PaversTM, 24" X 24" X 2",
the membrane splice. Refer to the "Design Criteria" weighing approximately 6 pounds per square foot may
section for required number of perimeter membrane be loose laid directly over the membrane. Installation
sheets and fastener spacing. instniction sheets are available from Carlisle.
3. Overlap adjacent membrane sheets approximately 5-1/2"
3
600319 SWMF Guide - 2/2006
3. Copings, counterflashiog and other metal work,
not supplied by Cazlisle, shall be fastened to
prevent metal from pulling free or buckling and
sealed to prevent moisture from entering the
roofmg system or building.
Attach copies of the applicable Carlisle Details that pertain to
the individual project to complete a bid package submittal.
Membrane Physical Properties
Property (Metrio-SI Units) Test Met6od property of Property
Una ed Sheet Atttr A in 1
Tolerance on Nominal Thickness, % AS7'M D 751 t10 t10
Thickness Over Scrim, min, in. (mm) ASTM D 4637 0.015 (0381) Min.
tical Method 0.018 0.457 T.
Solar Reflectance (albedo X 100), % ASTM E 903 White - 80 Typ.
Gra - 25 T .
Breaking SVengffi, min, lbf (kN) ASTM D'751 225 (1 0) Min. 225 (1 0) Min
C'irab Method 340 1.5 T. 340 I.5 T.
Elon ation at Break of Fabric min, % AS1'M D 751 25 T. 25 T.
Teazing Strength, min, lbf (N) 8" by S" speciman ASTM D 751 55 (245) Min. 55 (245) Min.
B To ue T�r 130 578 T. 130 578 T.
Brittleness Point, ma�c, °F (°C) ASTM D 2137 -40 (-40) Min.
-50 -46 T .
Linear Dimensional Change (shrinkage), % ASTM D 1204 +/- 1 A Maac.
-0.5 T .
Ozone Resistance'
Condition after exposure to 100 pptun AS1'M D 1149 No Cracks No Cracks
Ozone in air for 168 hours @ 104°F (40°C)
S imen wra around 3 in, mandrel
Resistance to Water Absorption* ASTM D 471 4.0 Max.
After 7 da s immersion I58°F 70°C Chan e in mass, max, % 2A Typ.
Resistance to microbial surface growth, rating (1 is very poor, 10 is no AST'M D 3274 9- 10 Typ.
� 2 •r. S. Florida
Field seam strength, lbf/in. (kN/m) Seam tested in peel ASTM D1876 40 (7.0) Min.
60 10.5 T .
ASTM E 96 0.10 Max.
W ater vapor permeance, Perms 0.05 Typ.
Puncture resistance, Ibf (N) FTM IO1C 250 (1110) Min. 250 (1110) Min.
Method 2031 300 1330 T. 300 1330 T.
Resistance to xenon-azc Weathering ASTM G 26 No Cracks
Xenon-Arc, 5040 kJ/m5 total radiant exposure 0 70 W/m5 No loss of breaking
visuat condition at l OX 90°C B.P T. or tearing strength
(1) Aging conditions are 28 days at 240° F(116° C) equivalent to 400 days at 176° F(80° C) for breaking strength, elongation, tearing strength, (inear
dimensional change, ozone and puncture resistance.
2 A oximatel uivalent to 5000 hours ex sure at I58° F 70° C black eI tem iature. 12/98
Copyright 2006 Carlisle SynTec Incorporated
Carlisle, Sure-Weld, Intedocking Pavers are Trademarks of Carlisle SynTec Incorporated.
Foamulaz is a Trndemark of UC Industries, Inc.
Cazlisle SynTec Incorporated, P O. Box 7000, Cazlisle, PA 17013-0295
Phone: 800-479-6832
http://www.cazlisle-syntec.com
a
600319 SWMF Guide - 2/2006
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06/02/11 K. Garcia, Dpty Clerk
PRULR S 0'NEIL,Ph D PRSCO CLERK & COMPTROLLER
NOTICE OF COMMENCEM�NT 06 0R BK �5�� 1 PG� ����
Permit No ��
Property Identification No ��"Z-�� Z� -PUS�' -�GUCc7a �-C� iG (DL
THE iJNDERSIGNED hereby gives not�ce that improvements will be made to certam real properiy, and �n accordance with Section
713 13 of the Florida Statutes, the following tnformation is provided �n this NOTICE OF COMMENCEMENT
14 /,A �,,� � � /! � c�s f' �' ��ra �=c i Pys i � /�'c; b y �07' �o �
1 Descript�on of property (legal descri tion :) Q� '-/� Z�P (� f y�
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2 General description of improvements ,;� d E �t, �
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b) Name and a3�Tress of fee simple titleholder (if other than owner)
c) Interest in property
4 Contractor Information !
a) Name and address. t�' �G,C.�W►�i h �U+�f hS ��,�. ,3 �r3/!'y S ll S L ��U (,� oX ( ��'-(-- , fo � fui2 e r�`�
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Surety Iuformation
a) Name and address
b) Amount of Bond.
c) Telephone No • Fax No (Opt.)
6 Lender
a) Name and address
Phone No
7 Ident�ty of person within the State of Florida designated by owner upon whom notices or other documents may be served
a) Name and address
b) Telephone No Fax No (Opt.)
8 In addition to himself, owner designates the followmg person to receive a copy of the Lienor's Not�ce as provided m Sectton
7] 3 13(1) (b), Flor�da Statutes.
a) Naine and address
b) Telephone No . Fax No (Opt.)
9 Exp�ration date of Notice of Commencement (the expiration date is one year from the date of recording unless a d�fferent date is
Specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMEIVCEMENT 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 BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTIf1N. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE
COMMENCING WORK OR RECORDING YOUR NOTICE O MMENCEMENT.
� � �/.
STATE OF FLORIDA � ���
COUNTY OF PASCO " /
Sign re of Ow�er or O er's Authorized Officer/Director/Partner/Manager
,��. (1l � �s�/�
Pnnt Name
Th�'oreg mg mstruinent was acknowledged before me this C��day of _/�� 20 l� by ��� e�!�
---� `� ��� as � 1. 1�-L. �,�' (type of authority, e.g officer, trustee, attorney
in fact) for (name of party on behalf of w m mstrument w as executed j
Personally Known �OR Produced Identification Notary Signatur-e f
Type of Identification Produced Name (prmt) ��� ��Gf%[ � G� �
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Venfication pursuant to Section 92 525, Florida Statutes Under penalti pe�jury, I�leclare that I have d the foregomg and that
the facts stated in it are true to the best of my knowledge and belief. /,1 �
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FORMS/NCC,rvsd2oo7 � Signature of Natural son Signing Abov
��` ° �i� Notary Public State of Florida
; Scott C 9lackman
� c �,r AAy Commission DD798572
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STATE OF FLORIDA, COUN'(`�f 0� PAS�G
THIS IS TG C�RTI�Y THAT TNE FQRE�Q�NG IS A
TRUE AND CORRECT COPY OF THE DCICUMENT
ON FILE OR OF PUBLIC RECQRD IN TMIS�FFICE
WIT ESS MY HAND A FFI�IAL SEAL TtifS
_G7`'�=- DAY OF � 2' Q�f� .
PAULA S' EIL, C R& COM TROLLER
� � DEPUTY GLERK