HomeMy WebLinkAbout08-7764
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
7764
Permit Number:
Permit Type:
Class of Work:
Proposed Use:
Square Feet:
Est. Value:
Improv. Cost:
Date Issued:
Total Fees:
Amount Paid:
Date Paid:
Work Desc:
7764
RE-ROOF
ROOF REPLACEMENT
NOT APPLICABLE
Address: 38192 MEDICAL CENTER AV
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number: 35-25-21-0070-00000-0053
5,500.00
4/24/2008
90.00
90.00
4/24/2008
REROOF WHITE RUBBER ROOF TPO
Name: MANOHAR, RAJNISH & PRIYA
Address: 313 FERN CLIFF AVE
TEMPLE TERRACE FL 33617
Phone:
~~ ~
~[ ~(b'O
TAPE JOINTS ROOF INSP
FINAL
REINSPEcnON FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection
trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d) work not ready for
inspection when called e) permit not posted on job site f) 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."
~
/' CONTRACTOR SIGNATURE PERMIT OFFI
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Site:
::c{}l-{- 61aduha.-.. I!~ (J;.C-
~ tf- / </ - 0 f5
3~ Ie; 2 tUed('CA--/ IJ rf~~ ~
;(f/ 6l{j ~\J.--h k:u
Contractor/Homeowner:
Date Received:
Permit Type:
Approved wino comments:~ Approved withe below comments: 0 Denied withe below comments: 0
hall be kept with the permit and/or plans.
1"ib--O r
Date Contractor and/or Homeowner
(Required when comments are present)
813-780-0020
City of Zephyrhills Permit Application
Building Department
Fax-813-780-0021
Owner's Name ~q - -11 'S ~ ~ P (t' '" (Yl<1Vl () l..t otf
L I fL I~ h"2 '7... {p 11
Owner's Address 31 :3 revfV C . ( . r/lve... k,^ (X -{Y" rO( c.€ :7.J
Fee Simple Titleholder Namel
Owner Phone Number
Owner Phone Number I
Owner Phone Number I
Date Received
Fee Simple Titleholder Address I
130/11 f\'Itc1lcCt/ {~"t (-cr/' /tve L<fk;vh,/IJ (/ ( 335YO
I I PARCELlD#B)-l. ~ - 2..\ - 60l 0 -00000 -00.>3
(OBTAINED FROM PROPERTY TAX NOTICE)
[:=J ADD/ALT 0 SIGN D MOVE 0
D REPAIR
D COMM 0
o FRAME D
LOT #
JOB ADDRESS
SUBDIVISION
WORK PROPOSED
B
PROPOSED USE 0
TYPE OF CONSTRUCTION D
DESCRIPTION OF WORK \p..oaf 0 vie-II' ...,J / &, Tpo vJ k,'k J'-'I. bhev
I SQ F~OTAGE I .11' tJ 0 5t /~1 HEIGHT
"p..II....II....III...II...II.II......III.'..II..............'"11...........11....111....11.....11..........1111..........111.11........11...111..
NEW CONSTR
INSTALL
SFR
DEMOLISH
I
D
OTHER I
BLOCK
OTHER
STEEL
BUILDING SIZE
10 c-f-t~
I
D
D
D
D
1$ 5 SOD/DO
1$
1$
1$
D GAS .~
FINISHED FLOOR ELEVATIONS I
ROOFING
I
I
I
I
o
I
AMP SERVICE
o
PROGRESS ENERGY
D
W.R.E.C
BUILDING
VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL
PLUMBING
MECHANICAL
VALUATION OF MECHANICAL INSTALLATION
SPECIALTY D OTHER
FLOOD ZONE AREA DYES
DNO
I I , I . . I , , . I . I I , I I . . I , I" . I ~ . . . , I , . . I I I I . . I , , r I . . . I , , , . . I I r I I I , , I . II , , . I . . . I I I . I . , I I I , . . I I , . I I I" I I I . . . I I I . , I . I . I , . . . . , , I I I . , . I I . . . . I , , . . . . I · . . I I . . I I
COMPANY
REGISTERED
BUILDER
SIGNATURE
Y/N FEE CURRENT
License #
Y/N FEE CURRENT
License #
Y/ N FEE CURRENT
License #
Y/ N FEE CURRENT
Y/N
Address
ELECTRICIAN
SIGNATURE
COMPANY
REGISTERED
Y/N
Address
COMPANY
REGISTERED
PLUMBER
SIGNATURE
Y/N
Address
Address
MECHANICAL
SIGNATURE
Y/N
OTHER
SIGNATURE
Address I Po boX (Irk'
COMPANY
REGISTERED
License # I
I S(O W[Lc t~.A '-
I Y / N I FEE CURRENT
11II111111111111111111I1111I111I11111111111111111111111111111111111111111111111111111111111111I1111111111111111111111111I1111111111111111111111111
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 & 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.
1I1111111111111111111111111111111111111111111111111111111I11111111111111111111111111111111111111111111111111111111111111111111111I111111111111111I
Directions:
Fill out application completely,
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required. (AlC upgrades over $5000)
Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs Sewers Service Upgrades AlC Fences (PloUSurvey/Footage)
..r t77V Itn- V\
3/3)70
License #
~~..:-:r
I Y /
IrC{OJ;77>7
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" restrictiolls"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
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 IMPACT/UTILITIES 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 Impact 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 certificate 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'S/OWNER'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-Wells, 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, I 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 ~hat a s,eparate perm~t may ?e requir~d for elect~ica,1 work,
plumbing, signs, wells, pools, air conditioning, gas, or other Installations not speCifically In?luded,1n the application. A
permit issued shall be construed to be a license to proceed with the work a~d not as authorl~y !o VIO'~t~, cancel, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the B~II,dlng OffiCial from the~eaft~r
requiring a correction of errors in plans, construction or violat~o~s o~ any codes. Every ~ermlt Issued. shall become. invalid
unless the work authorized by such permit is commenced Within SIX months o.f permit Issu~nce, or If work authorized. by
the permit is suspended or abandoned for a period of six (6) months after the time th~ work IS commenced: An extension
may be requested, in writing, from the Building Offici a! for a period not t~ exceed mn~ty ~90) da~s and Will demonstrate
justifiable cause for the extension. If work ceases for mnety (90) consecutive days, thepb 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 A TIORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT (F.S. 117.03)
CONTRACTOR ~~
Subscribed and sworn to (or affirmed) before me this
by
Who is/are personally known to me or has/have produced
as Identification.
OWNER OR AGENT
Subscribed and sworn to (or affirmed) before me this
by
Who is/are personally known to me or has/have produced
as Identification.
Notary Public
Notary Public
Commission No.
Commission No.
Name of Notary typed, printed or stamped
Name of Notary typed, printed or stamped
STATE OF FLORIDA
OUNTY 'OF PASCO
C,' " S 16.TO'CERTIFV THAT THE FOREGOING IS A
" f.~UE A. :auaD CLOICRRR~~~g~~ ~~i~~~~g5~1~::~
- , OfI,OF'l' f' DAY OF
: HAND AN OFFIC~AL SEAL THIS
-'. .. : 2~
N CtE~ OF CIRCUIT COURT
,'. :; OEPUTY CLERK
111111111111111111111111111111111111111111111111111111111111
2008054978
Rcpl:1173972 Rec: 10.00
OS: 0.00 IT: 0.00
04/14/08 __ Dpty Clerk
NOTICE OF COMMENCEMENT
JEO PITTMAN, PASCO COUNTY CLERK
04/14/08 11: 06am 1 if.1..
OR BK 7810 PG 0~9
.., "
Permit No.
Property Identification No.3 5 - 7-5- 7.../- 0070-0000 0-00 S 3
THE UNDERSIGNED hereby give informs you that the improvement will be made to certain real property, and in accordance with
Section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. f'f L ( . vl-
PA~(o Medr'C"ll A-I'"+~ teV\.i-<.r PB'2.3 Pb2'1 }..)DrHs2'7. ()rJCv~rVf
l.Description of property (legal description: J 3> ~ {: f- () {. LoT (J f.. 5- 'I: f>& / L- L-
a) Street Address: 3 e..n V( 'Z- 0
2.General description of improvements:
3.0wner Information
a) Name and address: qJN j' VI
b) Name and address of fee simple titleholder (i
c) Interest in property
4.Contractor Information
a) Name and address:Sto~n. (k)()'/'iy .LVI (
b) Telephone No.: ~rf-- 7hw"3:-
5.Surety Information
a) Name and address:
b) Amount of Bond:
c) Telephone No.:
6.Lender
a) Name and address:
R
'=?'3tJ/05,z ~l F'o/5IJJ!/,f;f- ..14h/'h,i1 ~ /~ ~C7(,?
Fax No. (Opt.) (ff< -7 7 ,., =3
Fax No. (Opt.)
Phone No.
7. Identity 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 following person to receive a copy of the Lienor's Notice as provided in Section
713. 13(I)(b), Florida Statutes:
a) Name and address:
b) Telephone No.: Fax No. (Opt.)
9.Expiration date of Notice of Commencement (the expiration date is one 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 YOUR LENDER OR AN ATTORNEY BEFORE
COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
STATE OF FLORIDA
COUNTY OF PASCO ~- ~?L
-- Signature of Owner or Owner's Authorized Officer/DirectorlPartnerlMlIlager
/ S( () tr~/q l~Lr.
~nt Name
Tho fo"going i"'trwnont was acknowl~od bofo" me this ~ day of d Y.1 Vii , 2oQ{, by SYJ It 0iM.c k-1iVl1k '"
. , as ~ ~V\. @ I (type of authority, e.g. officer, trustee, attorney
ill fact) for b f' P'\'fHi:J~01 , :on (name of party on behalf of whom ~strument was executed).
Personally Known ~OR Produced Identification _ Notary Signature &u ~ ~~
- t7
Type of Identification Produced
Name (print) C 6v (. CcVU'\. l..ze.. 0 lJ L
Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that
the facts stated in it are true to the best of my knowledge and belief.
~~-,
.-signature of Natural Person Signing Above
FORMS/NOC,rvsd2007
-
..,,"'1/''',,- CORI ANN KEOUGH
~m.#3~ NoIIIy PubIc . Slate at Florida
I b JjMY CommIIIIon ExpQIAug 17,2010
. '-"11i ~ COIMliSIIon . DO 586503
. "4,c;r.~ Bonded By National NotalY AsIn.
--- -- -- .....
Hpr' U4 08 .I 1.: 438
GENrLE ~oor CRRECLINIC
8J3-782-5332
Propoeal
8"'~1uhuua ~ 4ILK.
PO &x JI88
13010 SR S2
Sm Antonio, Florida 33$76
352-518-7663 or 813-182-133' F..,: 351-~976J
CCC0579~"
NIlmt::
Street :
City;
Phone #:
Date;
Dr. Manohar
38192 M~it:al Center Ave
aphyrhills Stale: FL
782-3233 Fax: 182-5332
4fl/()8
Zip:
Building 2
Roof over
Roof oveor existins mcmbrene
Mechanically Fasten a 2 inch ujSuJatton board
Mechanically fasten and heat weld a I)4S TPO white r.t\>beri2ed roofing membrane
Install MW ;:dumbing slat:K3 and vents
Install all needed flashings
I 0 ~es.r roof system
5 year worlanltMhip
$5,500.00
QucstiolU please contfiCt Scott @ 813469.5554
Credit ~d fee would be 1154.00
Price good for 2 da)'s Pa~ont due in fun 011 ~omplttioD.
AI'y lIItent~lll'f 4evllltiO~ hlft ""e 'JIC'Cifk.1tiom ilnohillc Cleft "*. ,.q' bof --.t ooly.... writllr.n Clf'Cltn, 1II11....n
"- ... ~ '~e 0'Va: IIId dKm 1M ~_ All Dlln~.".. <CIIlfinp:M upon ..COI, fl/Xidalas Ql' ~ ~ """ C<<>INI
Owne, '0 aury 11~. lomMt: aI1d cdlcor IMlIletAry j__~ 0.., ~ e.re COWftlllly W.....""....... C~:IIt lnJlltMl:c.
Amhorized Signature~ ~
All'eptance of Propoeal- ru ..., JIfltU.lJ*iflcltlcm. olfId ~_ .. ".it~ ....I ..,
lIateby &eCfpted. Yoti.t MtIlboriUlf lD cIo \lie:: -' U IlKClfled. hylOeftl ...ill he 1II1i1llo.. <I\tliNd ....
A),!' 1 rl ,J .
Date of Aca:ptance:_....J!_'-'~1 v g ___I
Signature... ___________t c t' ' ';/ ...._;..-~____
;.......---
p, 1
I~I CARLISLE'S
lID SURE-WELD.
_.~I-
GUIDE-SPEC
Sure-Weld@ TPO MECHANICALLY-FASTENED ROOFING SYSTEM
February 2006
This GUIDE-SPEC is a brief outline of Carlisle's Sure-
Weld Mechanically-Fastened Roofing System requirements and is
intended for use as a submittal with a bid package. Specifiers and
the Carlisle Authorized Roofing Applicator must comply with the
"Design Criteria" and "Application" sections of Carlisle's
Specifications prior to design or bid.
PART I GENERAL
1.01 DESCRIPTION
The Sure-Weld Mechanically-Fastened Roofing System
incoIpOrates 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 Mntual (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 SUBMITfALS
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'.
600319
3. Projects with fasteners specified to exceed 12".
4. Air pressurized buildings, canopies and buildings with
large openings where the total wall opening exceeds
10% of the total wall area where openings are located.
5. Cold storage buildings and freezer facilities.
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 roofmg 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 5/8" 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 instroctions.
B. Store Sure-Weld membrane in the original undisturbed plastic
wrap.
C. Job site storage temperatures in excess of 900 F may affect
shelf life of curable materials (Le., adhesives and sealants).
D. When liquid adhesives and sealants are exposed to lower
temperatures, restore to a minimum of 600 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
~
Carlisi. SynTec '-Poraltd
SWMF Guide - 2/2006
-4---L~~_Pi
!~~S_
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 CONDmONS
A. This system must not be applied on projects where the slope
exceeds IS" 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 insta1lation 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, Refiigerating and
Air-Conditioning Engineers, Inc.) and NRCA (National
Roofing Contractors Association) for specific information.
E. Coordination between trades is essential to avoid wmecessary
traffic over sections of the roof and to prevent damage to the
membrane roofing system.
1.06 WARRANlY
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 19 or IS-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 IS-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 detennine
system. enhancements that may be applicable.
C. A 20-year Total System Warranty is available for a charge
for projects utilizing minimum 6O-mil thick Sure-Weld
membrane and incorporating additional design
enhancements as outlined in "Attachment JV", 20-Year
Warranty Design Enhancements, in the Sure-Weld Design
Criteria Specification.
PART II PRODUCTS
2.91 GENERAL
The components of this roofing system are to be products of
Carlisle or accepted by Carlisle as compatible. The installation,
perfonnance or integrity of products by others. when seleeted by
the specifier and aeeepted by Carlisle, is not the responsibility
of Carlisle and is expressly disclaimed by the Carlisle Warranty.
600319
2.02 MEMBRANE
Sure-Weld white, gray or tan 45,60, 72, SO-mil thick reinforced
Thennoplastic Polyolefin (TPO) membrane is used for this system.
Field membrane sheets are 12', 10' or g' 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 Comers, Pipe Flashings, Curb Wraps and
Sealant Pockets.
PARTill EXECUTION
3.01 GENERAL
A. When feasible, begin the application at the highest point of
the highest rooflevel 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.
8. 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 nonna1
construction loads and live loads.
8. Defects in the roof deck: must be reported and documented to
the specifier, general contractor and building owner for
assessment. The Carlisle Authorized Applicator sha11 not
proceed with insta1lation unless defects are corrected.
C. Acceptable decks and the applicable Carlisle Fasteners:
1. Steel, 22 gauge or heavier - Carlisle HP-X
Fasteners/Piranha Plates or HP-Xtra FastenerslPiranha
XIra Plates are required with aminimum pullout of 500
pounds per fastener.
2. Lightweight Insulating CODcrete over steel- Carlisle
HP-X FastenerslPir8nha Plates are required with a
minimum pullout of 360 pounds per fastener (into steel
deck below the lightweight concrete).
3. Strudural Coucrek, rated 3,600 psi or greah!r-
Carlisle CD-I0 or lID 14-10 Fasteners (with Piranha
Plates) are required with a minimum pullout of 800
pounds per fastener.
4. Wood Plank, minimum 15/32 thiekPlywood - Carlisle
HP-X Fasteners/Piranha Plates are required
5. On oriented strand board (OS8) decks, HP-X Fasteners
and Pirahna Plates may be used providing a pullout of
2
SWMF Guide - 212006
360 pounds can be obtained. Please contact Carlisle's
Systems Design and Review Group sheet sizing and
fastener spacing.
6. Cementitiou8 Wood Fiber and Gypsum - The Carlisle
HP-NTB Fastener is required with a minimum pullout
of3oo pounds.
3.03 SUBSTRATE PREPARATION
A. On retrofit-recover projects, cut and remove wet insulation,
as identified by specifier, and till all voids with new
insulation so it is relatively flush with existing surface.
B. For all projects, s\lbstrate 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
Polyisocyanurate, 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 I 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"
600319
at those locations where Fastening Plates are located
(along length of the membrane) and a minimum of2" 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 Seeurement
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
1. Flash all walls and curbs with Sme-Weld reinforced
membrane. Non-Reinforced membrane shall be limited
to inside and outside comers, 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 tennination bar is used for vertical terminations,
Bonding Adhesive may be eliminated for flashing
heights 18" or less.
E. Other Related Work
1. Walkways are required for aU traffic concentration
points (Le., 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
fium the Carlisle Wammty.
2. Sure--Weld Heat Weldable Walkway Rolls are required
when walkway pads are specified and are heat welded to
the Sme-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 PaversTM, 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.
3
SWMF Guide - 2/2006
3. Copings, counterDubiDg 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.
Attaell copies of the appBeable Carlisle Details that pertain to
the individual project to complete a bid package submittal.
Membrane Physical Properties
Property (Metric-SI Units) Test Method Property of Property
UnaRed Sheet After A2iD1 (l )
Tolerance on Nominal Thickness. % ASTM D 751 :tl0 :t1O
Thickness Over Scrim, miD, in. (mm) ASTMD4637 O.DlS (0.381) Min.
Ootical Method 0.018 (0.457) Tw.
Solar Reflectance (albedo X 100), % ASTM E 903 White - 80 Typ.
Grav . 25 Tw.
Breaking Strength, miD, Ibf (kN) ASTMD7S1 22S (1.0) Min. 22S (1.0) Min
Grab Method 340 (1.5) Tw. 340 (1.5)Tw.
Eloll2lltion at Break of Fabric. rnin. % ASTM D 751 2S TVD. 25 Tvo.
Tearing Strength, min, Ibf (N) 8" by 8" speciman ASTM D 751 55 (245) Min. 55 (245) Min.
B TODllUe Tear 130 (578)Tw. 130 (578) Tw.
Brittleness Point, max, OF (0C) ASTM D 2137 -40 (-40) Min.
-50 (-46) Tvo.
Linear Dimensional Change (shrinkage), % ASTMD 1204 +/- 1.0 Max.
-0.5 Tvo.
Ozone Resistance-
Condition after exposure to 100 pphm ASTMD 1149 No Cracks No cracks
Ozone in air for 168 hours@ 1000F (400C)
Soecimen wraooed around 3 in. mandrel
Resistance to Water Absorption- ASTMD471 4.0 Max.
After 7 davs immersion Call580F (70"(;) Change in mass, max. % 2.0 Typ.
Resistance to microbial surtilce growth, rating (1 is very poor, 10 is no ASTM D 3274 9-10Typ.
szrowth ) 2 vr. S. Florida
Field seam strength, Ibflin. (kN/m) Seam tested in peel ASTMD1876 40(7.0) Min.
60 OO.S) Tvo.
Water vapor permeance, Perms ASTM E 96 0.1 0 Max.
0.05 Typ.
Puncture resistance. Ibf (N) . ITM 101C 250 (1110) Min. 250 (1ll0) Min.
Metho4 2031 300 (330) Tw. 300 (1330) Typ.
Resistance to xenon-arc Weathering' ASTM G 26 No Cracks
Xenon-Arc, 5040 kJlmS total radiant exposure 0.70W/m5 No loss of breaking
visual condition at lOX 9O"C B.P.T. or tearing strength
(I) Aging conditions are 28 days at 240. F (1160 C) equivalent to 400 days at 176. F (80. C) for breaking strength, elongation, tearing strength, linear
dimensional change, ozone and punctW'e resistance.
(2) Aooroximatelv eauivalent to 8000 hours elC.oosure at .1580 F (700 C) black oancl temocrature. 12198
Copyright 2006 Carlisle SynTec Incorporated
Carlisle, Sure-Weld, Interlocking Pavers are Trademarks of Carlisle SynTec Incorporated.
Foamular is a Tmdemark ofUC Industries, Inc.
Carlisle SynTec Incorporated, P. 0_ Box 7000, Carlisle, PA 17013-0295
Pbone:800-47~832
http://www.carlisle-syntec_com
4
SWMF Guide - 212006
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