HomeMy WebLinkAbout100 & 120 North Entrance RdRECEIVED
JUN 14 2010 CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: A) ' A & / Documented Construction Value: $ 11 t
Job Address: / OD '' I a-0 0 rn i"-'u ne-e. R-4f - Historic District: Yes ❑ No ❑
Parcel ID: oLc' "- 14J — 3D " 30D —DI ► b — 000 p Zoning:
Description of Work: hn sku 1 I , (QD in, i TPc3 r^yo r sy Jeer►
Plan Review Contact Person:
Phone:
Fax:
E-mail:
Property Owner Information
Name-rDwn— Ceyf6'r 0a'—� Phone:
Title:
Street: 1901 M6L� n Resident of property?
City, State Zip: e4) 1 LA YV1 ]; A
Contractor Information
Name WDI_�
Street: (o500q )U . N elorasko�. Pye-
City, State Zip: l a v�, pa,, T-- L—
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Phone: i3J3-1�a-)-17C�d
Fax:
State License No.:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Building Permit
Square Footage: Zi'll' 4100 Construction Type: No. of Stories:
No. of Dwelling Units: Flood Zone:
Electrical ❑
New Service — No. of AMPS:
Mechanical 0 (Duct layout required for new systems)
Plumbing ❑
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm ❑ No. of heads:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no
work or installation has commenced prior to the issuance of a permit and that all work will be performed to
meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and
air conditioners, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
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 JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
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 districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Signature of Owner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
APPROVALS: ZONING: UTILITIES:
ENGINEERING:
COMMENTS:
FIRE:
ko�rum n o
ignature of Contract gent I bate
Ago g-To cKEa
Print Contractor/Agent's Name
d� 619 /�" U,
Signature of Notary -State of Flo ' a Date
NOTARY PUBUCATATE OF FLORIDA
Cann A. Haynes
Comuaissic:, #DD691780
,,.•' E , s A :' J.19, 2011
BONDED THRU Ari.AIMC BUNDING CO., INC.
Contractor/Agent is _& Personally Known to Me or
Produced ID Type of ID
WASTE WATER:
BUILDING:
Rev 11.08
LIMITED POWER OF ATTORNEY
Ao A-p 1 aoi o
DATE
I hereby name and appoint An rc>.n-' -- mot'
Of TectaAmerica Central Florida LLC f/k/a GENERAL WORKS, LLC to be my lawful attorney in
fact to act for me and apply to
& Ivt 04
For a ROOFING PERMIT for work to be performed at a location described as PARCEL #
9-9 - 19 - 30 - 300 -- 0)1 b - O,D o v
LEGAL Ticlr-'Ce4-e'- p620C._
ADDRESS FOR JOB ICAO 4- 12-c7 Cnra nCQ�
OWNER OF PROPERTY AND ADDRESS I010n e Cei,4
i'qD I Sk, ss�zu'i-- qUD Cd�um�i �i. , S e- �►a cal
and sign my name and do all things necessary to this appointment.
MELINDA E. RYAN, CERTIFIED CONTRACTOR
LICENSE #CCC057634
Siknature of Certified Contractor, MELINDA E. RYAN
Acknowledged:
oZb/U
Sworn to and subscribed before me this�d7Lday of A.D-29 who is personally
-C----
known to me/who produced
as identification and who did not take oath.
State of Florida
County of -!S-
t9)1 i IJ QZFJ'
(seal)
Candice Dease
•_ Commission # DL?5606,:
;may • ��
.;� Expires .June 5. 20 j;
'Polls scn�c
Edens and Avant
SERVICE/CONSTRUCTION CONTRACT
This Agreement (herein so called) is entered into between Towne Center Plaza (E&A). LLC ("Owner"), acting
through its agent, EDENS AND AVANT INVESTMENTS, LP ("Agent"), and General Works of Tampa. LLC ("Contractor"), in
connection with the following Property (herein so called):
Name: Towne Center Plaza _
Street Address: 100-400 North Entrance Road
City, State: Sanford, FL 32771
WORK: Subject to the terms of this Agreement (which Includes the General Conditions), Contractor agrees to furnish all labor,
materials, and equipment to perform the Work (herein so called) described [check applicable item]:
X In Exhibit "A" dated 4/19/10 attached hereto and made a part hereof.
X And in the Site Plan, marked as Exhibit "B" attached hereto and made a part hereof.
_ In the plans and/or specifications dated ..................... a copy of which has been approved by Agent and Contractor.
X As follows: Single Ply Re -Roof -per attached proposal.
TERM: The term on this Agreement will begin on the effective date of this Agreement specified below and continue until [check
applicable Item]:
The 30th day after one party receives written notice from the other of its election to terminate this Agreement. Either party
may elect to terminate this Agreement without cause by giving written notice to the other.
One year, commencing on and ending on . Said contract period shall be automatically
extended year-to-year unless either party terminates.
1 ' ' Final completion of the Work. Contractor sh II beFthework
a Work upon request on 0 U and shall complete the Work
(including all punchlist items) on or before 06a date for final completion of a Work shall be extended by the
number of days Contractor is delayed in performin solely as the result of circumstances that are totally beyond
the control of the Contractor. Time is of the essence. or any os r
o Ds
INSURANCE: Contr ctor hereby agrees to carry sta utory Workman's Compensation iiisurance, public liability and automobile
insurance, with limits of not less than $1,000,000.00 per person, and $1,000,000.00 per occurrence for bodily injury, and
$1,000,000.00 per occurrence for damage to property covering Contractor, any subcontractor and any of their respective employees,
and the Owner. Prior to commencement of work, Contractor shall deliver to Agent certificates of insurance coverage, including on
the face thereof that the premiums have been paid and that the Owner and Agent respectively are named as "Additional Insured". If
the required insurance is not properly submitted to Owner or Agent upon demand, Owner or Agent may, at its discretion, immediately
procure insurance on behalf of Contractor and charge and deduct the cost thereof from the Contract sum and from any payment that
may be due and owing to Contractor. All such policies must provide that at least ten (10) days prior written notice must be given to
the Agent if the policies are to be terminated or changed during the term of this Contract.
PAYMENT: Owner shall pay Contractor for the Work as follows [check applicable itemj.
A fixed sum of $_ per occurrence, payable in arrears within 30 days of receipt of Contractor's bill or invoice.
A lump sum of $1114.425.00, payable within 30 days after final completion of the Work (including all punchlist items) and
acceptance thereof by Agent on Owner's behalf.
An amount determined IN WRITING WITH EACH APPROVED PROPOSAL, payable in arrears within'30 days of receipt o
Contractor's bill or invoice AND COMPLETION OF WORK TO SATISFACTION OF OWNER.
/` f"s • � • �7� 6Asr9�9-�E � lA•�• T V C11,j�P�
The foregoing provisions are subject in all respects to the General Conditions of this Agreement.
EXECUTED to be effective as of , 2010.
CONTRACTOR_ General Works of Tampa. LLC.
By: —
Printed Name: �hn P7r?e oe/'N
U 1 Titre: 2.L
Contractor's Address for Notices:
OWNER: Towne Center Plaza (E&A). LLC
By. EDENS &.AV T INVE TMENTS Managing Agent
By -
Dick Wilcher
Regional Director Property Manager
Agent's Address for Notices:
General Works of Tampa, LLC
6809 North Nebraska Ave
Tampa, FL 33604
P:813-621-1700 / F:813-621-1861
Edens & Avant
1060 Maitland Center Commons, Suite 330
Maitland, Florida 32751
P:321-397-5131 / F:321-397-5149
O
►0 GENERAL WORKS OF TAMPA, LLC
Date: April 19, 2010
To: Edens and Avant
Site Address: Town Center Plaza
12o North Entrance Road
Sanford, Florida
Proposal No: JT031910-74A
Re: Single Ply Re -Roof
General Works of Tampa LLC, hereinafter referred to as "Contractor", proposes to furnish and
apply all labor and materials with the necessary tools and equipment to complete the following
work according to specifications for "Owner" - Owner shall be deemed as the party that General
Works of Tampa LLC has contracted with (i.e. Owner, Owner's Agent, etc.):
This proposal represents a re -roof and is further defined as: Jo -Ann Fabrics and West Marine Roof -over
Scope of Work.
• Remove previous repairs as needed to prevent leak migration under new roof.
• Replace saturated substrate as determined by moisture survey provided by Owner.
• Mechanically attach new layer of 1.5" ISO.
• Install new approved .6o mil TPO Roof System.
• Detail perimeters, penetrations and curbs per specifications.
• Provide and install walk pads at roof hatch and HVAC units (maximum 200 ft).
• Inspect existing coping lap joints and seal as needed.
• Remove and reinstall new 24 ga Kynar gutter (not including newly replaced gutter behind West
Marine, approx 70ft)
• Apply coat of Neoguard Coating at front high wall EPDM flashing (approx 1,200 sq ft).
• Provide all necessary State and Local permits.
• Clean and haul away all debris.
• Provide GWT Roofing 2- e r installation warranty. /
• Furnish manufacturer's year labor and material warranty. r"� P9
41
• Unit Price: Replacement of wet substrate at $2.50 per square ft.
Total labor and material............ $114,425.00
6809 North Nebraska Avenue Tampa, FL 33604 T 813.621.1700 F 813.621.1861 rnnv.gencralworksoftampa.com license no. CCCO057634
Carlisle Syniec Incorporated
Sure - No- I MECHANICALL1-FASTENE® R00FI NCB SYSTEM
HP RECOVERY BOARD, DENS -DECK,
AND POLYISOCYANURATE HP 1-1/2"
(40 mm) THICK OR GREATER
01
36"
(GOO mm)
}
12"
(300 mm)
(1200 mm)
NOTES:
N
mm)
POLY I SOCYANURA
LESS THAN 1-1/2" (40
THICK
1-1-- - 48" I ,-'
}
12"
O e —t
24" 45"
}
12"
12" 24 12'
48"
I. CARL15LE 2" (50 mm) OR 3" (15 mm) DIAMETER PLATE5 MU5T BE U5ED WITH CARL15LE
FASTENERS FOR INSULATION ATTACHMENT.
2. FA5TENER TOLERANCE SHALL BE +/- I INCH (25 mm).
CARL ISLE INSULATION ATTACHMENT 5NMF-21A
O 2001 CARLISLE SYNTEC INCORPORATED
i
In
I IN 11111111111111111111 H 111111111111111111111111111111111
1'
NARYANNE NORSE, CLERK OF CIRCUIT COURT
SENINOLE COUNTY
BK 07396 Fps 0581 - 5871 (7pgs)
Permit No. - CLERK° S-
Tax Folio No. Jf;�-`) -- 11 -- 32 - --00 -' � t/ �� RECORDED 06/14/2010 08.39a13 AN �o4r
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
The undersigned hereby gives notice that improvement
will be made to certain real property, and in accordance
with Chapter 713, Florida Statutes, the following
information is provided in this Notice of Commencement.
1. Deseription,of property; (legal descriptjon,of the prpperty, and street
RECORDING FEES 61.00 RZI��VJ. g�
RECORDED BY T Saithn,(OR URA
Sti1�1
2. General description of improvement: 1%-�-' O ZSV IQ
3. Owner information: Name: lciw C-e A -A ,- J2 10--e C- _ L (—
Address: 1ZZ1 fY1Qi o (,-1,, ,..bi c- s-C.
b. Interest in pr•onerty:
c. Name and address of fee simple titleholder (if other than Owner): Name:
Address:
4. Contractor Name: C e)rw -LA 1hJL Phone number:
c. Address: 6 `90 1 ti 1Va1-: a s
5. Surety Name
Address:
b. Amount of bond: $
6. Lender: Name:
Address:
b. Lender's phone number:
Ta. 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:
8.a. In addition to himself or herself, Owner designates of to receive a copy of the
Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes.
b. Phone number of person or entity designated by owner:
9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different
date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE
NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I,
SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB
SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YO R NOTICE OF
OM ENC .
I ture of Owner or Owner's Authorized Officer/Director/Partner/M lager Sin ry's Title/Office J I
a� �j it tilt: �► �� ,
Th regoing instrument was acknowledged before me this day ofJ&, (year) , by (name of perso as (type of S l
authority, ... e.g. officer, trustee, attorney in fact) for (name of party on behalf of whom instrument was executed) .
(SEAL)
Signs re o otary Publi
Personally Known OR Produced Identification Type of Identification Produced
Verification pursuant to Section 92.525, Florida Statutes: Under penalties of perjury, I declare that I have read the foregoing and that
facts tated in-itay�-trt o the best of my knowledge and belief.
IVEIISSE NVARIO
t ture of Natural Person Signing Above NW4 Public • State of Florida
i=• AAY Comm• Expins Oec 20, 2013
Re to 3/2008 r Commission # DD 946988
' " 6artded TfaortpM Naitlonifl Notary Assn.
Florida Building Code Online Page 1 of 2
a
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Product Approval
•-t�s USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL # FL1601-R5
�- = -- — Application Type Affirmation
'' r `'' ` �''•�Y"I� Code Version 2007
::='�
Application Status Approved
s-
+ Comments
X •F� Archived
Product Manufacturer Carlisle SynTec Incorporated
Address/Phone/Email 1285 Ritner Highway
P.O. Box 7000
Carlisle, PA 17013
(717) 245-7000
malpezzi@syntec.carlisle.com
Authorized Signature Joe Malpezzi
malpezzi@syntec.carlisle.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Single Ply Roof Systems
Compliance Method Certification Mark or Listing
Certification Agency FM Approvals - CER
Validated By
Referenced Standard and Year (of Standard) Standard
FM 4470
Equivalence of Product Standards
Certified By
Documentation from approved Evaluation or Validation Entity
Year
1992
B'llk , u, C., eh i n afle: t nv crud,-a.s and any
-II._ it .ompliance firth the new 'lnda
3ihblr; C.:;Cr'
http://`www.floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtDgtFPmdYiNDWr... 6/ 10/2010
Florida Building Code Online
Page 2 of 2
c-
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option A
02/14/2008
02/14/2008
03/20/2008
Summary of Products
FL #
Model, Number or Name
IDescription
1601.1
Sure -Seal, Sure -Weld, Sure-
EPDM, TPO and PVC Roofing Systems
White and Sure -Flex
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
FL1601 R5 C CAC FM Guide Carlisle.odf
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
Design Pressure: +495/-495
Installation Instructions
Other: Maximum uplift pressure of 495 psf for Sure-
FL1601 R5 II 2004SureFlexPVCadheredGuide.pdf
FL1601 R5 II 2004SureFlexPVCmfGuide.pdf
Seal, Sure -Weld and Sure -White. Maximum uplift
pressure of 330 psf for Sure -Flex. Safety Factor of 2 used
FL1601 R5 II AGUIDE06.pdf
to calculate uplift pressures.
FL1601 R5 II Attachment VI -SAT TPO Application.Odf
FL1601 R5 II ColdAppliedAdhered.pdf
FL1601 R5 II FBackAguaBase120 2004r1.pdf
FL1601 R5 II FBGD2006.pdf
FL1601 R5 II HotmopGD06.pdf
FL1601 R5 II MFGUID06.1)df
FL1601 R5 II SWFBGUIDEADH06.pdf
FL1601 R5 II SWGDA06.pdf
FL1601 R5 II SWHotmopafx06.pdf
FL1601 R5 II SWMFGD06.pdf
Verified By: FM Approvals - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
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Department of Community Affairs
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399-2100
(850) 487-1824, Fax (850) 414-8436
p 2000-2010 The State of Florida. All rights reserved.
Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us
Product Approval Accepts:
111-4
VeE1519n'
Secu�aC
v EF�Iv•
http: //www. floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtD gtFPmdYiND Wr... 6/ 10/2010
CARLISLE'S
SURE-WELDO
moan
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 Roofing Applicator must comply with the large 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
1.01 DESCRIPTION
The Sure -Weld Mechanically -Fastened Roofing System
incorporates 12', 10' or 8' wide, white, gray or tan 45, 60, 72 or 80-
mil thick scrim -reinforced Sure -Weld Thermoplastic Polyolefin
(TPO) membrane. Insulation is mechanically fastened to an
acceptable roof deck. Sure -Weld perimeter sheets (6', 5' or 4' wide
respectively) are installed along the building edges and field
membrane sheets are mechanically fastened to the roof deck with
the appropriate Carlisle Fasteners and Fastening Plates. Adjoining
sheets of Sure -Weld membrane are overlapped and joined together
with a minimum 1-1/2" wide hot air weld. Refer to the "Design
Criteria" section for the required number of perimeter membrane
sheets and the required fastener spacing.
1.02 QUALITY ASSURANCE
A. This roofing system must be installed by a Carlisle
Authorized Roofing Applicator in compliance with shop
drawings as approved by Carlisle. There must be no
deviations made without the PRIOR WRITTEN
APPROVAL of Carlisle.
B. Upon completion of the installation, an inspection will be
conducted by a Field Service Representative of Carlisle to
ascertain that the membrane roofing system has been installed
according to Carlisle's published specifications and details
applicable at the time of bid.
C. This roofing system meets Underwriters Laboratories (UL)
and Factory Mutual (FM) requirements. For specific code
approvals achieved with this roofing system, refer to the
Sure -Weld Code Approval Guide, Factory Mutual Approval
Guide or Underwriters Fire Resistance and Roofing Materials
and Systems Directories.
1.03 SUBMITTALS
A. To ensure compliance with Carlisle's warranty requirements,
the following projects should be forwarded to Carlisle for
review prior to installation, preferably prior to bid.
1. Projects where a wind speed warranty coverage greater
than 55 MPH peak gusts is specified.
2. Projects where the building height exceeds 50'.
6. Projects where the membrane is expected to come in
direct contact with petroleum -based products or other
chemicals.
B. Along with the project submittals (shop drawings and
Request for Warranty), the roofing contractor must include
pullout tests when:
1. HP-X Fasteners are used through a lightweight
insulating concrete substrate into a steel deck lighter
than 22 gauge.
2. HP-X Fasteners are used in conjunction with plywood
decks less than 518" thick or oriented strand board
(OSB) minimum 7/16" thick.
4. HP-NTB Fasteners are used in conjunction with
cementitious wood fiber and gypsum decks.
C. For all projects (prior to project inspection by Carlisle) a final
shop drawing must be approved by Carlisle.
1.04 PRODUCT DELIVERY, STORAGE AND
HANDLING
A. Deliver materials to the job site in the original, unopened
containers labeled with the manufacturer's name, brand name
and installation instructions.
B. Store Sure -Weld membrane in the original undisturbed plastic
wrap.
C. Job site storage temperatures in excess of 90' F may affect
shelf life of curable materials (i.e., adhesives and sealants).
D. When liquid adhesives and sealants are exposed to lower
temperatures, restore to a minimum of 60° Fahrenheit before
use.
E. Do not store adhesive containers with opened lids due to the
loss of solvent, which will occur from flash off.
F. Insulation and underlay-
ment must be stored so it is
kept dry and is protected
from the elements. Store
C=F:
Carlisle SynTec Incorporated
600319 SWMF Guide - 2/2006
insulation on a skid and completely cover with a breathable
material such as tarp or canvas. If the insulation is
lightweight, it should be weighted to prevent possible wind
damage.
1.05 JOB CONDITIONS
A. This system must not be applied on projects where the slope
exceeds 18" in one horizontal foot. When the roof slope
exceeds 5" per horizontal foot, use of an automatic welding
machine may be more difficult. A hand held welder should
be specified.
B. Existing roofing material must be investigated by the
specifier and all wet material must be removed.
C. Existing phenolic insulation and sprayed -in -place urethane
roofs must be removed prior to installation of this system.
D. The use of a vapor retarder to protect insulation and reduce
moisture accumulation within an insulated assembly should
be investigated by the specifier. Consult the publications by
ASHRAE (American Society of Heating, Refrigerating and
Air -Conditioning Engineers, Inc.) and NRCA (National
Roofing Contractors Association) for specific information.
E. Coordination between trades is essential to avoid unnecessary
traffic over sections of the roof and to prevent damage to the
membrane roofing system.
1.06 WARRANTY
All warranties are available for commercial projects only.
A. A 5 or 10 year Membrane System Warranty, with a wind
speed coverage of up to 55 mph is available for a charge.
B. A 10 or 15-year Total Roofing System Warranty is
available for a charge on commercial projects. Projects will
receive a maximum peak gust wind speed coverage up to 55
mph unless prior review is performed by Carlisle regarding
an extended wind speed coverage.
The 15-year Warranty is not available for projects with
cementitious wood fiber or gypsum decks.
Note: Due to various wind uplift coverages available,
these projects must be reviewed by Carlisle prior to
bid, preferrably in design phase, to determine
system enhancements that may be applicable.
C. A 20-year Total System Warranty is available for a charge
for projects utilizing minimum 60-mil thick Sure -Weld
membrane and incorporating additional design
enhancements as outlined in "Attachment IV", 20-Year
Warranty Design Enhancements, in the Sure -Weld Design
Criteria Specification.
PART II PRODUCTS
2.01 GENERAL
The components of this roofing system are to be products of
Carlisle or accepted by Carlisle as compatible. The installation,
performance or integrity of products by others, when selected by
the specifier and accepted by Carlisle, is not the responsibility
of Carlisle and is expressly disclaimed by the Carlisle Warranty.
2.02 MEMBRANE
Sure -Weld white, gray or tan 45, 60, 72, 80-mil thick reinforced
Thermoplastic Polyolefin (TPO) membrane is used for this system.
Field membrane sheets are 12', 10' or 8' wide by 100' long based
on project conditions. Perimeter sheets are 6' wide (used with 12'
field sheets), 5' wide (used with 10' field sheets) or 4' wide (used
with 8' field sheets). For physical properties of membrane, refer to
page 4.
2.03 RELATED MATERIALS
Sure -Weld Non -Reinforced or Reinforced Flashing, Bonding
Adhesive, Cut Edge Sealant, Water Cut -Off Mastic, PT 304
Sealant, EP-95 Spicing Cement, Weathered Membrane Cleaner,
Molded Pocket Sealant, Heat Weldable Walkway Pads, Pre -
Molded Inside/Outside Corners, Pipe Flashings, Curb Wraps and
Sealant Pockets.
PART III EXECUTION
3.01 GENERAL
A. When feasible, begin the application at the highest point of
the highest roof level and work to the lowest point to prevent
moisture infiltration and to minimize construction traffic on
completed sections. This will include completion of all
flashings, terminations and daily seals.
B. Follow criteria outlined in the "Design Criteria" section to
prepare the roof deck or the existing substrate prior to the
application of the new roofing system.
3.02 ROOF DECK CRITERIA
A. Proper substrate shall be provided by the building owner.
The structure shall be sufficient to withstand normal
construction loads and live loads.
B. Defects in the roof deck must be reported and documented to
the specifier, general contractor and building owner for
assessment. The Carlisle Authorized Applicator shall not
proceed with installation unless defects are corrected.
C. Acceptable decks and the applicable Carlisle Fasteners:
I. Steel, 22 gauge or heavier - Carlisle HP-X
Fasteners/Piranha Plates or HP-Xtra Fasteners/Piranha
Xtra Plates are required with a minimum pullout of 500
pounds per fastener.
2. Lightweight Insulating Concrete over steel - Carlisle
HP-X Fasteners/Piranha Plates are required with a
minimum pullout of 360 pounds per fastener (into steel
deck below the lightweight concrete).
3. Structural Concrete, rated 3,000 psi or greater —
Carlisle CD-10 or HD 14-10 Fasteners (with Piranha
Plates) are required with a minimum pullout of 800
pounds per fastener.
4. Wood Plank, minimum 15/32 thick Plywood -Carlisle
HP-X Fasteners/Piranha Plates are required
5. On oriented strand board (OSB) decks, HP-X Fasteners
and Pirahna Plates may be used providing a pullout of
600319 SWMF Guide - 2/2006
360 pounds can be obtained. Please contact Carlisle's
Systems Design and Review Group sheet sizing and
fastener spacing.
6. Cementitious Wood Fiber and Gypsum - The Carlisle
HP-NTB Fastener is required with a minimum pullout
of 300 pounds.
3.03 SUBSTRATE PREPARATION
A. On retrofit -recover projects, cut and remove wet insulation,
as identified by specifier, and fill all voids with new
insulation so it is relatively flush with existing surface.
B. For all projects, substrate must be even without noticeable
high spots or depressions, and must be free of accumulated
water, ice or snow.
C. Clear the substrate of debris and foreign material. Fresh
bitumen based roof cement must be removed or concealed.
3.04 INSTALLATION
Refer to the applicable Material Safety Data Sheets and Technical
Data Bulletins for applicable cautions and warnings.
A. Insulation Attachment
1. Carlisle Insulation shall be mechanically fastened to the
roof deck as follows:
a. For HP Recovery Board or minimum 1-1/2" thick
Poly isocyanurate, a minimum of 5 fasteners and
plates per 4' x 8' board are required.
b. For Polyisocyanurate less than 1-1/2" thick or
Foamular or DOW Extruded Polystyrene, any
thickness, a minimum of 6 fasteners and plates per
4' x 8' board are required.
Note: Extruded polystyrene insulation is for
use directly under white Sure -Weld
membrane only.
c. Insulation boards 4' x 4', regardless of thickness,
must be fastened at the minimum rate of 1 fastener
and plate every 4 square feet.
2. Carlisle Piranha Plates, Seam Fastening Plates (2"
diameter) or Insulation Fastening Plates (3" diameter)
must be used with appropriate Carlisle Fastener for
insulation attachment.
B. Membrane Placement, Attachment and Hot Air Welding
1. A minimum of one perimeter sheet shall be installed at
edges of each roof level and 12', 10' or 8' wide
membrane shall be installed in the field of the roof.
2. Membrane sheets shall be mechanically fastened with
the appropriate Carlisle Fastener/Fastening Plate spaced
6" to 12" on center, depending on project criteria, within
the membrane splice. Refer to the "Design Criteria"
section for required number of perimeter membrane
sheets and fastener spacing.
3. Overlap adjacent membrane sheets approximately 5-1/2"
at those locations where Fastening Plates are located
(along length of the membrane) and a minimum of 2" at
end roll sections (width of the membrane).
4. Hot air weld the membrane sheets a minimum of 1-1/2"
with an Automatic Hot Air Welding Machine.
5. Membrane that has been exposed to the elements for
approximately 7 days must be prepared with Weathered
Membrane Cleaner. Wipe the surface where Weathered
Membrane Cleaner has been applied with a clean, dry
HP Splice Wipe or other white rag to remove cleaner
residue prior to hot air welding.
C. Additional Membrane Securement
The membrane must be secured at the perimeter of each roof
level, roof section, expansion joint, curb, skylight, interior
wall, penthouse, etc., at any angle change which exceeds 2"
in one horizontal foot and at all other penetrations in
accordance with Carlisle's Details published with Carlisle's
Specifications.
D. Membrane Flashing
Flash all walls and curbs with Sure -Weld reinforced
membrane. Non -Reinforced membrane shall be limited
to inside and outside corners, field fabricated pipe seals,
scuppers and Sealant Pockets where the use of pre -
molded accessories are not practical. Terminate the
flashing in accordance with an appropriate Carlisle SW-
9 Termination Detail.
2. On vertical surfaces, such as walls, curbs and pipes,
Bonding Adhesive is not required when the flashing
height is 12" or less and the membrane is terminated
under a metal counterflashing (nailed). When a coping
or termination bar is used for vertical terminations,
Bonding Adhesive may be eliminated for flashing
heights 18" or less.
E. Other Related Work
Walkways are required for all traffic concentration
points (i.e., roof hatches, access doors, rooftop ladders,
etc.), regardless of traffic frequency. Walkways are also
required if regular maintenance (once a month or more)
is necessary to service rooftop equipment. Walkways
are considered a maintenance item and are excluded
from the Carlisle Warranty.
2. Sure -Weld Heat Weldable Walkway Rolls are required
when walkway pads are specified and are heat welded to
the Sure -Weld Membrane.
When concrete pavers are used, they shall be loose laid
and installed in conjunction with a slip sheet of
reinforced membrane or two layers of HP Protective
Mat. Concrete pavers are not recommended when the
roof slope is greater than 2" per I horizontal foot.
Carlisle Interlocking Paver9m, 24" X 24" X 2",
weighing approximately 6 pounds per square foot may
be loose laid directly over the membrane. Installation
instruction sheets are available from Carlisle.
600319 S WMF Guide - 2/2006
3. Copings, counterflashing and other metal work,
not supplied by Carlisle, shall be fastened to
prevent metal from pulling free or buckling and
sealed to prevent moisture from entering the
roofing 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 of
Property
Property (Metric-SI Units)
Test Method
Una edSheet
After Aging (1)
Tolerance on Nominal Thickness, %
ASTM D 751
±10
±10
ASTM D 4637
0.015 (0.381) Min.
Thickness Over Scrim, min, in. (mm)
Optical Method
0.018 (0.457) Typ.
ASTM E 903
White - Typ.
Solar Reflectance (albedo X 100), %
Gray- 255 T
ASTM D 751
225 (1.0) Min.
225 (1.0) Min
Breaking Strength, min, Ibf (kN)
Grab Method
340 (1.5) Typ.
340 (1.5) Typ.
Elongation at Break of Fabric, min, %
ASTM D 751
25 Typ.
25 Typ.
ASTM D 751
55 (245) Min.
55 (245) Min.
Tearing Strength, min, Ibf (N) 8" by 8" speciman
B Tongue Tear
130 (578) Typ.
130 (578) Typ.
ASTM D 2137
-40 (-40) Min.
Brittleness Point, max, °F C
(' )
-50 (46) Typ.
ASTM D 1204
+/- Max.
1.Linear
Dimensional Change (shrinkage), %
-0.5 T
Ozone Resistance*
Condition after exposure to 100 pphm
ASTM D 1149
No Cracks
No Cracks
Ozone in air for 168 hours rJ 104°F (40°C)
Specimen wrapped around 3 in. mandrel
Resistance to Water Absorption*
ASTM D 471
4.0 Max.
After 7 days immersion @ 158°F (70°C) Change in mass, max, %
2.0 Typ.
Resistance to microbial surface growth, rating (1 is very poor, 10 is no
ASTM D 3274
9 - 10 Typ.
growth)
2 yr. S. Florida
ASTM D1876
40 ( Min.
Field seam strength, Ibf/in. (kN/m) Seam tested in peel
60(f0.5 .5)T
ASTM E 96
0.10 Max.
Water vapor permeance, Perms
0.05 Typ.
FTM 101 C
250 (1110) Min.
250 (1110) Min.
Puncture resistance, Ibf (N)
Method 2031
300 (1330) Typ.
300 (1330) Typ.
Resistance to xenon -arc Weathering2
ASTM G 26
No Cracks
Xenon -Arc, 5040 kJ/m5 total radiant exposure
0.70 W/m5
No loss of breaking
visual condition at I 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, linear
dimensional change, ozone and puncture resistance.
(2) Approximately equivalent to 8000 hours exposure at 158° F (70° C) black panel temperature. 12/98
Copyright 2006 Carlisle SynTec Incorporated
Carlisle, Sure -Weld, Interlocking Pavers are Trademarks of Carlisle SynTec Incorporated.
Foamular is a Trademark of UC Industries, Inc.
Carlisle SynTec Incorporated, P. 0. Box 7000, Carlisle, PA 17013-0295
Phone: 800-479-6832
http://www.carlisle-syntec.com
600319 S WMF Guide - 2/2006
if ., 1 �I'Y