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19-20685
CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20685 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20685 Address: 5142 8TH ST 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: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-18300-0130 Improv. Cost: 3,745.00 OWNER INFORMATION Date Issued: 1/17/2019 Name: WITTIG, THOMAS P &AMY Total Fees: 90.00 Address: 5142 8TH ST Amount Paid: 90.00 ZEPHYRHILLS, FL. 33542 Date Paid: 1/17/2019 Phone: (813)637-5610 Work Desc: REROOF TPO CONTRACTORS APPLICATION FEES PAUL D SCHAPER ROOFING INC REROOF RESIDENTIAL 90.00 /0) Ins ections Req6Wed DRY IN ROOF IN P TAPE JOINTS ROOF INSP FINAL REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the' local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe 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. "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." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. I CON IGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER Roolfing, Inc. 894 111 F1 - 54 33 FH: 4K3-i 75:27-0920 7,10 Fj.,-,: t8 13l) 71 5-48-�: �-,TATE CERTIFIED BUILDINCr AN 0 QCOFR,1G COtATRACT09 #CF-CO59SI 7 and #C-C-OaS812;�4 Certified Horfn Carolina twhoing Coritfootor Lic;eme 4 7M19-a SERVING FLORIDP�S FINEST HOMES & BUSINESSES 55MCE 1776 www.schapeiconshucTion.com e W—/ .3efTO —ErZZR5,K Ann e stta,te up. 11,--r e.t T lit LIP o's e t C, h as a i er 1 a-1-,an-,d-Ja b ar 11 el C e. S L-r,V,If er 81-e.C tomn P1 e i o 11-4 FIV DTP Oi CPA Roofing- System Pr 011pof&), IfRz--ficade oYFL-wark area as neede-& 2. Remove loose.eve-bris from-fhativ-0d. I BLernove boots as re-cf-iired. Repla-ce-nietnt of deding -wiff be (bile on a time Mil material basis at the r-ate of$49.00 dollars per in mi-likyur pfu-,,ni ar-enals inwrictlad Lip a� 5. hisfall inssl Rtj,:,R,m echhm-i CaMF at-u-1c hed Per J-11'a-flufacture-r-s spiec-if-i CP6 on. 6. lu-stalMIC CPA fnembrane. In-AJ-41 te-1711 bar-au-required. a -411 woxk Shall be carefully supervised Md co:Wleted by workmerr, shelled and lumv-dedge6ble if,methods needed to Produce high quality vvokk- 0 The Job site shall be kept clean dzily for the duration of the job and the guoundz shall be lefft clew of all roof fela&d debl-iS Aftet'COAMPIet,:EG21. Q The yard shall be swept W-gifl--- -4 maguet Tile Contractof Shaill Providifte Pundit,WOAMIa" calupeasduiiiju, 4,U0, general ii ,Uiully lmiurwce. 0 carps&uv-SL4110fized change Orders wad work-whidi ar,-not covpTed eider the scope of-wmtk outfilled hefei Shan be Pe2hlyned an a tigne mid f1wou.81 basis Unless O&elNvise sgve24 Upon. Lf 3P 21fJ PVC,C-R.k RrJO fulg Propo Sal CF1 pass I of 2, Roo-fing-, 5 p PITC— CTA Roofing stem PT.Iopa&BB Candau'ad AUNUFACTITRER& Upon cunWlefion of-die w-work and payment of all monies d, C. u a toy ShA ISSUE: 1. A-3 aveat wwranbLy for "Varkmam-hip fialited to leaks caused by Way componpat-A hust-all by x1le contusemr. 2. PVC CPA mumfuturey shall proevide BL�"Vlirrad*y. VUlible TS: M Ailoman- c--------- ------------------------------------ ------------------ PVCC'PA Re-roofas elesuibedherdr-----------------------—---------------------------- J- I Z-3 14 to ns & Tm-AL Upo.,Li CommAcT PRICT,LABOR-AITD-----AA=x6AL- [Z,3 ally,toge-ifier Cancellation of fhe contract after the 72-hour grace period sh al I incur a flum Inal fee.. �.),nugias-mo Dare Lac. Riep.A.5ernkauv& Iseuutffie e a., authmized to signed Signed li 3 RIC'0 PA k C,f En Pr ri P C,ss a C F P Oof2 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department ^ p /� Date Received v�l Phone Contact for Permittin l 3 f U- — 09 Q 0 uQ Owners Name � S \ \ Owner Phone Number 813 u— L Owners Address S hL%1 S Sq;bwner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address (� l �J JOB ADDRESS 51 9 G�7t \ - I � R 3 35-1 LOT# SUBDIVISION PARCEL ID# lt -Q(9- 1-Cv10 - 3 —b130 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ 0�El INSTALL = = DEMOLISH INSTALL B EPAI PROPOSED USE = SFR Q COMM = OTHER TYPE OF CONSTRUCTION Q 13LO�CK(�Q FRAME STEEL I'V Q DESCRIPTION OF WORK I ► 7 10A BUILDING SIZE SG FOOTAGE HEIGHT =BUILDING $ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO FU BUILDER " COMPANY Ca C SIGNATURE �� REGISTERED Y/ N FEE CURREN I Y/N 4 Address Iiqqq rall NVd f License# U5 0 3 ELECTRICIAN COMPANY SIGNATURE F REGISTERED Y/ N FEE CURREN LZ/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# MECHANICAL COMPANY SIGNATURE F REGISTERED Y/ N FEE CURREN I Y/N Address I License#. OTHER COMPANY - SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N I Address License# I t 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 I l l l l l l t t l l t l l l t t l l I RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-0 W Permit for new construction, Minimum ten(10)working days after submittal date. Required onslte,Construction Plans,Stormwater Plans w/Slit Fence Installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsflarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-0-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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Directions: Fill out application completely. Owner&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 Attorney(far the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITIING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter If an public roadways..needs ROW 813-780-0020 City of Zephyrhilis Permit Application Fax-813-780-0021 Building Department -f e�^ Date Received g�L phone Contact for Permittingl 3 ! d- Q- 69 t) uQ 13 Owner's NameThomas \ \ Owner Phone Number 8 1 Owners Address S I LL4 �'� r �� S Nv'bwner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address (� 1 JOB ADDRESS S a kQA \ ` nn R 3 35 LOT# SUBDIVISION PARCEL ID# 11 'of b' I-G vIO - 3 -d 13b (OBTAINED FROM PROPERTYTAX NOTICE) WORK PROPOSED NEW CONSTR ADD/A Qr SIGN = = DEMOLISH e INSTALL a PAI PROPOSED USE = SFR = COMM = OTHER TYPE OF CONSTRUCTION = BLOCK Pb FRAME = STEEL 1 = DESCRIPTION OF WORK eLz I P 'CDL4 BUILDING SIZE SQ FOOTAGE= HEIGHT =BUILDING $ VALUATION-OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ #We t " i/( �(� =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS E:2') ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO �C♦�i BUILDER COMPANY Ca C i SIGNATURE REGISTERED I Y/N FEE uRREn Y/N Address Ctq 1{ l0AvJr ' License# Ct'JC-'US$13 ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREP L11 N Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREA LILN Address License# OTHER COMPANY SIGNATURE REGISTERED I Y/N FEE CURREn LILN I Address License# IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111111111111111 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/Slit Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortes.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.She 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&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 Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(PloUSurvey/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 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—Homeowners 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 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 job 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.117.03) OWNER OR AGENT CONTRACTOR Subscribed and swom to(or affirmed)before me this Subscribed and swam afinned)before me this by Who istare personally(mown to me or hasthave produced Who is/a pars nail=kno to me or hasthave produced as identification. as identification. i Notary Public Notary Public Commission No. Cam is ion No Name of Notary typed,printed or stamped Name of No 'y de - "=Conunisfaion#GG 2764.c,1 • ���j,�@ pecembet 12,2022 ''..oi.. 8cnded 1WvTroll Fill lrtrunncet 800,9057019 NOTICE OF COMMENCEMENT 2019003005 State of FLORIDA County of Pasco Property Identification No: 11-26-21-0010-18300-0130 THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in accordance with Section 713 of the Florida State Statutes,the following information is provided in this Notice of Commencement: _ 1. Legal Description: CITY OF ZEPHYRHILLS PB 1 PG 54 Rcpt:2018521 Rec: 10.00 LOTS 13 14 & LOT 15 LESS NORTH D5: 0.00 IT: 0.00 6.00 FT THEREOF BLOCK 183 01/07/2019 K. D. K. , Opty Clerk OR 7213 PG 136 PAULA S.O'NEIL,Ph D PnSGO CLERK s GOMPTROLLE. Street Address: 5142 8TH STREET ZEPHYRHILLS, FL 33542 01/07/2019 04:05 m 1 of 1 2. General Description of Improvement:tpo roof OR 8K 984 PG 2403 3.Owner Information or Lessee information if the Lessee contracted for the improvement a)Name and address: WITTIG THOMAS P &AMY E 5142 8TH ST ZEPHYRHILLS FL 33542-2165 b)Name and address of fee simple titleholder(if other than owner):N/A c)Interest in property:Owner 4.Contractor: Paul Schaper, 8949 Gall Blvd.,Zephyrhills,FL 33541 —Ph:(813)782-0920,Fax:(813)7154875 5. Surety: Bauer&Associates, 12210 Highway 301 N.,Dade City,FL 33525-$5,000 bond 6. Lender: Name/Address: N/A 7. Identity of person 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 Statures: a) Name and address: N/A 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: Paul Schaper,8949 Gall Blvd,Zephyrhills,FL 33541 —Ph:(813)782-0920—Fax:(813)715-4875 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 71113,FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEME TO YOUR PROPERTY.A NOTICE OF COMMENCEMENTMUST BE RECORDED AND POSTED ON THE JOB SI FORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT YOUR LENDER OR AN ATT Y BEFO COMMENC R RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF FLORIDA COUNTY OF PASCO of Owner wner's uthorized /Director/Partner/Manager Print Name The foregoing instrument was,acknowled ed before me.this 2 day of g g ,g., Y �7�'�L��� ,20�,by nyn�g Wti ,� as �lA� —f— . (type of authority,e.g.officer, ste attorney in fact)for (name'of.party on b f. f who n ent was executed). Personally Known OR Produced Identification t e Type of Identification Produced Notary PuWle state of Ftodaa Alldm Hemvh-Cannon q Exorn OV1612022 i STATE OF FLORIDA,COUNWOF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT N FILE OR OF PUBLIC RECORD IN THIS OFFICE ITNESS MY HAND AND OFFICIAL SEAL THIS o DAY OF� 2 In god Wa ULA S. O'NEIL,CLERK&&COfdIBTROLLER Q ,1/li DEPUTY CLERK 9887 ��� ®FF.® �?�6 City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: Site: 5 L4% (fi Permit Type: _ef-g� Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ I This comment sheet shall be keptw-ith-the permit and/or plans. JAN 1'6 2019 Kalvin ans Examiner Date Contractor and/or Homeowner (Required when comments are present) System Specifications MECHANICALLY ATTACHED TPO Revised March 2015 5. On recover projects,tear off all existing base flashings, cant strips and.projection flashirip down to the substrate. The flashing substrate shall be dry and tee of dii,dirt,-grease,sharp edges;and debris. 6. Gravel over existing nailers must be totally removed prior to installing new nailers and flashin6s. Verify that the existing nailers are in good condition and securely an6hofed to the roof decks. 7. When an additional thickness of insulation is being added, new nail6rs,must be added to matcli the height of the new insulation. Nailets'must be securely anchored to the roof,deck-per Section 3.0t of this specificatlon. 8. All roof surfaces shall be free of poncled water, ice,or snow; Sig.nificant,ponding that remains after a period of 48 hours should be eliminated by either installing tapered insUlatioh to create p6sitive.draina06 of the roof surface or by installing 60 W'dtains in the 16W areas where the lJonding remains. Positive drainage shall also ellihihate the possibility of excatisiVe live logdt caused by p6hding water that could cause structural damage or failure. 9. When removing an existing roof during reroofing, remove only y that amount of roofing and flashing that can be made watertightwith new Mule-Hide TPO materials in a onia-d6y period or prior to the onset of inclement weather. 10. Recovering over a gravel surfaced BUR systems require the installation of an acceptable insulation. Loose gravel must be removed. All lead pipe and dtain flashings shall be removed. 11. Smooth Surfaced BUR and smooth Modified Bitumen roofing systems shall require t installation of.an,acceptable insulation or sli.psheet All lead pipe and ALL WORK SHALL COMPLY\'V'TH PF" ivings shall be removed. Single-ply membranes such as EPDM, Hypalon, PVC or CPA mutt have all existing flashings removed,the field sheet must be cut up into sections no larger than 10'IYy 10',aild:an acceptable layer of CODES FLORIDA BUILDING CODE NA11014AL ELECTRIC CODE, insulation shall be over - e E C OF ZF th- existing field membrane. AND T14 CITY P14YRHILLS ORDINANCES 12. Polyurethane Foam roofing systems("PUF")are not acceptable for recover applications. The PUF system must be completely removed and new insulation "Vd prior to the installation of the new TPO Roofing System.. JAN Voi Z" 1.7 Mule-Hide Premium warranty is requested,-the existing roof system must be CITY(jr ZEPHYRHIL— / emdV6d to the deck prior to the irittallatioh.6f the new roofing system or a PLANS EX��Pv?,JNEC) moisture survey by an independent third a party must b*6 taken,call wet areas Dyed and,a copy of the survey submitted to Mule-Hide with the Warranty application.ition. . 3.04 Vapor Retarder Installation(where.specified) A. Specific climatic and job conditions may require the use of a vapor retarder. It is the sole responsibility of tfie.design professional to determine the need for a vapor retarder,and its-type and location in the r6ofing,system. A vapor retarder may often act as an"air baim6r"Which may have 6 positivi. effect in reducing internal air pressure. Vapor retdtdbrs should be strongly considered for building:subject to high internal air pressures such as airplane hangars and buildings with many loading bays such as warehouse facilities. B. The National Roofing Contractor's Association recommends the installation of vapor retarders when interior relative humidity 19 45%or greater and the outside mean average January temperature is below-40-F. Page 14 05-1111 WLE-HIDE PRODUCTS CO.,INC System Specifications MECHANICALLY ATTACHED TPO Revised March 2015 C. Install a vapor retarder over a.suitable substrate with all side and end laps and all penetrations sealed in accordance with the manufacturer's instructions. The vapor retarder maybe loosely laid or adhered with the manufacturer's recommended adhesive. In reroofing where the existing built-up roof is to remain,the built-up roof may be an adequate .vapor retarder•as:long as all splits or tears are repaired in order to provide a total barrier to vapor penetration. 3.05 Wood Nailers A. Wood nailers are required at all roof perimeter edges where metal edging and gutter systems are specified or where indicated in Mule-Hide's published Standard TPO Details. B. Nailers:shall be.firmly anchored to the decks at a maximum 2'=0"o.c.and shall resist a pulloutforce of 200 Ib.s./linear foot in any direction. A 1/Z'vent space shall be provided between adjacent lengths of nailers. Fasteners shall be installed Within,6 inches of each end. Spacing and fastener embedment shall conform'to Factory Mutual Loss Prevention Data Sheet 1-49. C. Height of nailer§shall match-the surface level of the insulation and roof membrane:The- Width of the wood.nailer:shall extend beyond the metal flange to prevent damage to the membrane. D. All woodwork to be reused shall resist a minimum force of 200 Ibs/linear foot in any direction and shall be free of rot. E. Wood nailers with creosote and asphaltic preservatives are not acceptable. Pressure treated lumber is not required on hew construction unless specified by the architect. 3.06 Insulation Installation A. Mule-Hide accepted roof insulations shall be installed in accordance with Mule-Hide specifications. B. Mule-Hide:accepted roof insulations shall be secured to the roof deck in accordance with Mule-Hide's requirements utilizing Mule-Hide fasteners or approved compatible fasteners. An approved low-rise foam adhesive for each layer may be substituted for mechanically fastening through the top layer. C. All roof,insulation:shall be neatly cut to fit around all penetrations and projections with a maximum allowable gap of 1/4inch. D. Open joints shall be repaired with like insulation material. E. Insulation shall be feathered or tapered to provide a minimum sump area of 36"x 361 where possible at all drains. Crickets and saddles may be installed beneath the specified insulation Where.possible. Crickets and saddles made from non-compatible insulations materials must be overlaid with an acceptable insulation or underlayment. i F. Install no more roof insulation!none day than can be covered with the Mule-Hide TPO Membrane or when the onset of inclement weather is anticipated. G. Insulation installed over steel decks shall be checked so that no edges are left unsupported along the flutes. All insulations shall be of sufficient thickness and density to prevent breakage under normal roof construction traffic. H. When installing insulation,the end joints of each row of insulation shall be offset against the previous row. When more than one layer of insulation is to be used, succeeding layers are'to be laid staggered in relation to the previous layer of insulation and all joints shall be offset. MULE-HIDE PRODUCTS CO.,INC 05-1111 Page 15 System Specifications MECHANICALLY ATTACHED TPO Revised March 2015 I. Wheh-ca Mule-Hide Premium Warranty is requested,; only Mule-Hide labeled insulation may be used Unless written approval is obtained,prior to job bid,for an diterhative J. Insulation other than Mule-Hide labeled insulation must be an FM approved insulation and acceptable to Mule-Hide for use under the Mule-Hide Mechanically Atta6hej*Roofing Sys.tem., Refer to the insulation manufacturers guidefine's for the appropriate type;size and thickness of the insulation needed'for use over the respective-substrate and under the Mule-Hide Mechanically Attached Roofing System. K. Muld-Hidels minimum attachment rates shall be as follows' T by 4'!'boards shall be.2 per board 4'by..4'boards shall be 4 per board 4'by 8!boards shallbe 6 per board(for boards up to 2"thick) 4'by 8'boards shall be 5 Per board(for boards 2"thick or greater) Contact Mule.-H.We's TOdhnica I.DeP artffient for FM approvals and required attachment , rates that are determined by,dock type,insulation'brand,type thickness. When using g multipli layers"of"in'sulation or more than one.1 type of,insulation,the number ber of ..in multiple fasteners r6qpired per board is determined by the,top layer of insulation. L. If.a slipsheet is to be installed,the roof membrane shall be installed immediately after the slipshedt to prevent any displacement. The slipsheet should be overlapped a.minimurn of-4 inches on each edge. Plates and fasteners may ben'necessary to anchor the slipsheet when installing in windy conditions. Sufficient fasteners should be used to ensure the slipshoets lay flat under the'roof membrane. 3.07 Membrane Installation A. General-Unroll the Mule-Hide TPO Membrane and position without stretching. Allow the membrane to relax at least 15 minutes when the temperature is above 600F,or 30 minutes when the-temperature is below 666F, prior to installation; Inspect and remove any damaged membrane: B. Membrane must run Perpendicular to the direction of steel deck flutes and orientation of wood de'*c:ks Where possible. C. All membrane,overlaps shall be installed t-o facilitate the flow of water. Seams shall be shingled or rub parallel to the-flow. of water. Bacltwafer seams are.not permitted. D. Lap Sheets a minimum of 5-1/2 inches for-In-Lap Fastening, leaving space for a continuous, minimum 2'weld beyond the outside edge of the fasteners and ciisics. Membrane overlaps shall be shingled with the flow of water or parallel to the flow of water, End laps shall be overlapped a minimum of 3 inches. E. The roofing contractor shall check all welded seams for continuity and integrity using a cotter pin puller Qt6thet suitable blunt object. The contractor shall make sample test searrils each day pr ior to Welding field seams. The contractor shall, using Scrap material, run at least two test seams, each a minimum of2'long. Each test team shall be used to determine adequate seam strength and.to ensure the equipment has warmed.up, operating properly and proper settings have been determined. This should be done each time.t,he equipment is iumed'on after a cc-61 down period. Page 16 05;1111 MULE-HIDE PRODUCTS CO.,INC System Specifications MECHANICALLY ATTACHED TPO Revised March 2.615 3.08 Sheet Attachment A. Perimeter Enhancements 1. When installing the Mechanically Attached Mule-Hide TOO Roofing system, fastening enhancements must lie installed at.the perimeters and completed with Mule-Hide approved fastening systems at the predetermined spacing. The Perimeter Enhancements are dependent on building height,wind zone location, and warranty duration. See Technical Bulletin TP6-MA02-2006 for required enhancements: Perimeter areas shall be determined by one of the following methods: a. Mule-Hide Technical Bulletin TPO�MA-02-2006 b. For Factory Mutual insured buildings,followw guidelines in FM's:Loss Prevention Data Sheet 1-29. Perimeter area for all.exterior roof edges/parapet walls is calculated by taking 40%of the roof height or 10%of the.lesser:plan,diriehsion,whichever is.less. The calculated distance is the area into the field of,the roof;from the exterior edge/wall, which shall be included in the enhanced fastening area, rounding off to the next full enhancement dimension:as needed. Contact Mule-Hide Warranty Department for fastener spacing for compliance with FM 1-60 and 1-90 requirements. C. Parapet walls of a height of 8 feet or greater do not require Perimeter Enhancements. d. Parapets,walls and expansion joints separating adjoining roofs of the same elevation or roofs that are at a higher elevation than the roof being installed are considered interior walls and do not require Perimeter Enhancements. Sheet Mule-Hide Details#MHT-UN-108A and MHT- UNA 08B e. Roof edges and parapet walls separating other roofs areas that are at a lower elevation than the roof_being installed are considered exterior edges/parapets when the difference in elevation.is three feet or more and shall require the installation of Perimeter Enhancements. Sheet Mule-Hide Details#MHT-UN-108A and MHT-UN-108B f. For roofs of heights of 70 feet or greater and located in wind zones higher..than 80 mph or for projects requesting enhanced wind speed warranties, Mule-Hide requires that FM guidelines be.followed when determining the extent of the perimeter enhancements.. 2. Methods for Perimeter Enhancements Perimeter Enhancements can be formed by using individual 4'or 6'wide sheets, by subdividing 8', 10', or 12.'wide field sheets using 10"wide Pressure-Sensitive RUSS strip,.or by installing rows of seam fastening plates through the top of the membrane and patching with appropriate materials. a. Individual Perimeter Sheets Method 1. Position membrane along the perimeter of the roof over the acceptable insulation/undedayment. a. 4'perimeter sheets are used with 8'field sheets MULE-HIDE PRODUCTS CO.,INC 05-1111 Page 17 System Specifications MECHANICALLY ATTACHED TPO Revised March 2015 b. 6'perimeter sheets are used with 10'and 12'field shets 2. Over steel roof decks a. All seams must run perpendicula,r'to the ribs of the deck. This requirement,will necessitate that perimeter sheets on two sides of the roof(where the seams would be running parallel with the flutes-of the deck)be turned so that the seams in the perimeter sheets run perpendicular to the deck flutes. See Detail MHT=FM-308B. b. In lieu of changing the orientation:of the perimeter half sheets where the seams would normally run parallel to the deck flutes;the contractor can elect to install fastener row",fingers"as depicted in Detail MHT-FM- 308A. b. 10" RUSS Method 1. When field sheets are positioned parallel to a roof perimeter, 10"wide'Sure.Weld Pressure-Sensitive RUSS (with 3"wide tape each side]shall be placed approximately down the center of the 8', 10',or 12'wide TPO field membrane sheets.When a 10" RUSS divides afield sheet in half,.two.perimeter sheets are created. 2. Unroll and position the 10"wide TPO Pressure-Sensitive RUSS over the insulation substrate where membrane securement is desired. Locate the RUSS with the fastener markings and tape facing upwards, 3. Position Mule-Hide Seam Plates at the same spacing as the field sheets and secure with an appropriate fastener. Do not fasten plates over top,of the release liner as this will cause the liner to tear when removed. 4. Remove any dirt or dust resulting from plate installation.Any residual dust/dirt will be detrimental to the bond strength of the tape adhesive. 5. Position the TPO membrane and thoroughly clean the underside of the TPO membrane using.Weathered Membrane.C.leaner if necessary.(The entire membrane surface where the tape is to contact must.be clean.The adhesive on the TPO Pressure Sensitive RUSS will not adhere to dusted/dirty surfaces). 6. Using a Scotch Bdte©Pad,apply TPQ Primer to the underside of'the TPO membrane in a circular motion in the area that will come in contact with the.two strips of 3"wide tape:The properly primed area will be uniform in color without streaks and free from globs or puddles. 7. Remove the release.liner from the tape on the TPO Pressure- Sensitive RUSS pulling it parallel to the roof deck. B. Once the TPO Primer has dried to.the touch but is still tacky, roll the deck membrane onto the exposed tape and apply hand pressure to the seam area. Page 18 05-1111 MULE-HIDE PRODUCTS CO.,INC System Specifications MECHANICALLY ATTACHED TPO RevisM March 2015 9. Roll the entire 10"width of the TPO Pressure-Sensitive RUSS seam area with a 2"wide roller using positive pressure. 10. To achieve.proper adhesion of the TPO Pressure-Sensitive RUSS when job site temperatures fall below.40OF(50C), heat the cleaned/primed area of the TPO membrane with a hot air gun as it is applied'and pressed into the*tape. 11. Over Steel roof decks a. When field membrane sheets extend perpendicular to the - - . .- sheets . .-1 . edge of'the roof" positiori the 101 RUSS beneath the memb.rane along the center of.each field s.heet extending. ' ndinga distance equal-to.0.4 times:the building height to create perimeter enhancements. CAUTION: 6"wide RUSS is only available with 3"wide tape on on'one side and therefore cannot be used to form perimeter C. Fastening Plates Method 1 In lieu of the RUSS securement method prior to the installation of the field membrane, position a row of seam fastening plates down the center enter of the 8%.10',or 12'widd field'sheets after it has been placed in position. Secure plates With appropriate fattener and overlay plat'6s'with 6"wide Pressure-Sensitive TPO Cover Strip or 6"Reinforced TPO Cover Strip hot.air Welded to the field membrane. 2. On projects requesting warranties of 20 years or more,the plates and fasteners must be.overlaid with 6"Reinforced TPO Cover Strip and hot air welded to the field membrane. Cut Edgei Sealant must be applied to all put edges of the Reinforced TPO Cover Strip. 3. Over steel roof decks a. When field membrane sheets extend perpendicular to the edge ofthe roof, position the plate's and fasteners on top 6f.the membrab&along-1he center of each-field sheet Odenciffig a.dittarico equal to'0.4 times,the building height to create perimeter'enhancements, d. Building with Special Conditions: Air pressurized:buildings, canopies and building s with large openings where the total wall openings exceed 10%of the total wall area on which the openings are located(such as airport hangars,warehouses and large maintenance facilities)will typically require additional perimeter enhandetribrit. 1. Buildings With large raw rez openings(Figure'll)-When SWIX-rs la any wall contains major 0VM '. .. . I cpaeo K. openings With a.coMbined area Av which exceeds 10%of the total wall area on which the MULE-HIDE PRODUCTS Co.,iNc 05.1111 Figure 1 System Specifications MECHANICALLY ATTACHED TPO Revised March 2615 MW openings are located, a minimum of four.(4)perimeter sheets (centered over the opening)must be specified as shown. As an option to the above perimeter securehlent,an:adhered membranes®ction may be used in lieu of the.mechanically fastened.membrane at large openings'in accordance-with the Mule-Hide Fully Adhered TPO Roof System Specification. NOTE: Depth of perimeter area shall not be less than2.5 times the width of the opening. See Detail MHT-MA-103A. 2. Bu lid ings With_overhangs (Figure 2)—The membrane. must be specified with perimeter sheets installed'over the entire overhang,area extending onto the main roof deck when at the I i same level. As an option,an adhered membrane section may be used.in,lieu of the "TAL r,:?a SeE-,s.OVER nW OMRS OV!M W AREA exmvDiKo a so mechanically fastened 7W'-MAX ROOF AT DE s" membrane at building overhangs _EVES As sew in accordance.with the Mule- Flgure.2 Hide Fully Adhered TPO Roof System Specification. See Detail MHT-MA-103B. B. Field Areas a. Membrane should run perpendicular to the direction of steel deck flutes and orientation of wood decks where possible. b. All membrane overlaps shall be installed to facilitate the flow of water. Seams shall be shingled or run parallel to the flow of water. Backwater seams are not permitted. C. All membrane sheets,are to be overlapped a minimum of 5-1/2"to provide space for fastener and disc placement and for a continuous, minimum 2"wide weld. d. Do not run any seams through field;drains or sumps. Any seams running through drains shall be cut out and target patches(36"x 36")shall be installed. 3.0.9 Welding of Lap Areas A. General 1.. Roofing membrane is to be hot air welded only. Seaming of"membrane to membrane"and"flashing/detail membrane to membrane"shall be by hot air welding only. 2. All surfaces to be welded shall be clean and dry. B. Hot Air Welding 1. Machines for hot air welding are available from several different sources. Each manufacturer's instructions for use shall be followed, as well.as all local codes regarding electric grounding, supply and other related functions. Since most automatic welding machines require 218 to 230 volts, the use of a portable Page 20 05=1111 MULE-HIDE PRODUCTS CO.,INC System Specifications MECHANICALLY ATTACHED TPO Revised March 2015 generator on the roof is recommended for greater flexibility. Mule-Hide requires the use,of automatic welding machines fbe all field shd6t seaming. Hand W011diho it Qhlly acceptable otabld for fl66hin§sdnd those seams where the automatic welder cannot.-not.be used. 2. Hand-held welding equipment is also available to weld membrane. After the preheated nozzle.tip is applii.pd in the overlap lap area.and the materia[starts. to soften; immediately follow with a silicone hand roller to press the heated membrane suff6ce s* together with slow,even movements. Keep the.roller within I inch of the nozzle tip. Angle the hot air tool so that the fl6Wirfg air faces the roller. Seam strength maybe tested when cool. F6tb6ttr.igtuits,.testing seams 8 hours after hot air welding is recommended. C. "r Joint Covers 1. For or 46rmil membrane and maximum warranty length of IS-years. Pay special attention to the'T"lap seams formed where the second perpendicular hailf=shedtb'vdrlaps the butt- ends of the field sheets. To ensure proper seaming of the"T'joints the top NiV6r of the H6qt-.VVeld Membrane is dr6aised.a minimum of one inch into the 16.W 61t or of membrane..by.using.a heat gun with.a-A-arrow or pencil nozzle and a rubber hand roller, By Inserting a heat gun nozzle between t,he layers of the membrane,. the.membrane will soften and.beg-in to flow a*fi o*wing it to'crease and sea.I completely after.applying,pressure with a hand roller to ensure adequate bonding of the softened material. After heat-sealing the,,r joint., Edge Sealant must be applied on all cut edges of reinforced mernbf6he. See detail MHT-UNA05A 2. For membrane thickness greater than 46-mil of Warranty length greater than i6-year'_.s: 'Separate"T"joint patches are required over all. ,,rjoints; See detail MHT-UNA0513 D. Seam Patches at Roof/Wall Transitions 1 Mule-Hide -Hide requires the installation of Non-Reinforced TPO Flashing Membrane P.Md ni that transitions from the horizontal:to the vertical. These patches over any sea patches' are to be constructed with Non-Reinforced TPO Flashing Membrane only and hot air welded. Refer to Mule-Hide DetailMHT-UN-405C. E. Daily Welding Equipment Setup 1. The roofing Contractor shall make sample test seams each day prior to welding field sea' ea s. The contractor shall, using scrap material, run at I" st two test seams. seams,,each a minimum of 2 feet long. Each test seam shall be Used to determine adequate seam strength and to ensure the equipment has Warmed.Up, is opetaiting proper and proper settings have been determined. This Should be done each time the equipment is turned on after a cool down period. F. Quality Control of Seams 1. After seaming,the seams are checked for integrity with a probe. Any openings or'.'fishmouths"are to be repaired with a hand-held hot air tool fitted with a narrow nozzle tip and with a roller. Each day the contractor Shall attempt to pull apart several sections of welded seams to test the quality of the welds.Should the welds be deficient,a more thorough-examination of the Work performed must be carded out and necessary repairs made. MULE-HIDE PRODUCTS CO.,INC 06-1111 Page 21 System Specifications MECHANICALLY ATTACHED TPO Revised March 2015 5.10 Additional Membrane Securement(Base.Attachment) A. Additional securement of the.TPO membrane by mechanical attachment must be provided at the perimeter of each roof level; base of.walls, curbs,skylights; expansion joints,tie=ins, interior walls, bottom of valleys and any angle changes that exceed inclines of 2:12(2"rise in 127)and.various penetrations as shown in the Mule-Hide Standard Details. All securemdnt must pe either horizontally to the 'roof deck or vertically to the base of the various penetrations as shown in the Mute-Hide.Standard Details. B. The mechanical attachment of the membrane may be achieved by the following methods: 1: 2.4"Seam Plate and appropriate fasteners a. The2.4"Seam Plate and appropriate fasteners are placed with the edge of..the Seam. Plate,approximately W away from the angle change. Seam Plates May placed either horizontally or vertically depending on the conditions encountered.. Refer to the Mule-Hide TPO Standard Details for,proper placement. 2. Mule-Hide All Purpose Bar a. The Mule-Hide All Purpose Bar is a specially extruded aluminum bar that. has pre-punched holes 6 inches on center. Bar may be placed either horizontally orvertically depending on the detail followed. Refer to the Mule-Hide TPO'Standard Details for the proper placement. Refer to Mule-Hide Detail MHT-UN-330 for appropriate placement of the All Purpose Bar. b. The.maximum spacing of the fasteners shall not exceed 12 inches on center. Adjoining bars should be.spaced approximately'/inch.to 1 inch apart. All.bars must be attached at the ends a maximum of 1 inch from the end of each bar. This may require pre-drilling additional holes. All cut bars shall'be deburred. C. Under no circumstances shall the All Purpose Bar be stripped4n with TPO PS,Cover Strip.TPO.045 Reinforced 6"X 100'.product may be used to,strip-in the All Purpose Bar with a continuous,minimum of 1-112" (40 mm)wide weld. d. The All Purpose Bar must be installed a minimum of 3 inches to a maximum of 6 inches from inside and outside corners. 3. TPO PS RUSS attachment strip a. The RUSS is a W wide reinforced strip of TPO membrane that may be. installed at the base of walls and curbs. Mule-Hide 2.4 inch Seam Plates. are used'to attach the RUSS horizontally with appropriate fasteners. Refer to Mule-Hide Detail#MHT-UN-S05B for appropriate placement of the RUSS, plates and fasteners. The RUSS.attachment strip is installed prior to the placement of the field.sheet. The RUSS attachment.strip is to be placed on horizontal surfaces only and not turned up the vertical. b. Follow the standard procedures for cleaning, applying primer and adhering the RUSS and field sheet. Only Mule-Hide TPO Primer or Low VOC Primer may be used to adhere the RUSS to the field sheet. Bonding Adhesive is not permitted for use with the RUSS attachment strips. Page 22 05-1111 MULE-HIDE PRODUCTS CO.,INC System Specifications MECHANICALLY ATTACHED TPO Revised March 2015 C. Spacing of the fasteners shall.match the field sheet spacing and shall not exceed 12,inches on center. AdjoiningRUSS attachment strips shall be spaced a maximum of 1 inch apart. It is not required to overlap the RUSS. d. For Horizontal attachment;the RUSS attachment strip must be placed a maximum of''/inch from the base of the angle:change extending out oiito.the horizontal surface(roof.substrate). The 2.4 inch Seam Plate must be placed a minimum of%inch to a maximum of 1 inch from the exterior edge of the strip. Refer to Mule-Hide Detail#MHT-UN-305B. Installation of the plates.must be a,mini"mum of 6 inches to a maximum of 9 inchesfrom the inside and outside corners. 4. Drip Apron and Gravel Stop a. For drip aprons and gravel stops,the metal flange:shall-extend a minimum of 3 inches onto the wood nailer. The wood nailer must be Wider than the metal flange. Approved screw fasteners shall be installed a maximum of 6 inches on center and'%"to 3/4'*'-from the inside edge of the metal flange. Ring shank nails spaced a maximum of 4"on center may also be used. b. Drip aprons and gravel stops not made out of TPO Coated Metal shall,be primed with Mule-Hide's TPO Primer or Low Voc Primer and stripped with Mule-Hide's TPO PS Cover..Strip. Cleaning the metal with a solvent such as toiuene.or xylene to remove oil film may,be required prior to installing and priming with the TPO Primer. Refer to Mule-Hide detail# MHT=UNA 06B. 3.11 Flashing Installation A. TPO Membrane Flashings 1. All membrane flashings are to be installed concurrently with the roof membrane as the project progresses. Temporary flashings are not allowed without prior written approval from the Mule-Hide Warranty Department. Should any water penetrate the new roofing because of incomplete flashings,the affected areas shall be removed and replaced.at the contractor's expense. 2. All surfaces to be fully adhered should be compatible,dry, and smooth with no excessive surface roughness. 3. On recover projects;tear off all existing base flashings,cant strips and projection flashings down to the substrate. If deteriorated substrate.is uncovered, repairs must be made to provide a suitable substrate for the new TPO flashings. B. TPO Bonding Adhesive, Low VOC Bonding Adhesive,and Low VOC Bonding j Adhesive-1168(solveritbase) 1. Mix adhesive scraping the sides and bottom of the.can (minimum 5 minutes is required)until adhesive is uniform in color. Consult product data sheet for adhesive instructions. , a. Low VOC Bonding Adhesive and Low VOC Bonding Adhesive—1168 require mechanical stirring(electric drill), both initially and periodically during application. b: Porous surfaces and substrates may require the application of a prime coat and second coat of Low"VOC Bonding Adhesive and Low VOC Bonding Adhesive—1168 to accomplish proper adhesion. MULE-WIDE PRODUCTS CO.,INC 05-1111 Page 23 System Specifications MECHANICALLY ATTACHED TPO Refted March 2015 M 2. Using-a plastic core, medium nap roller,apply a.smooth even coat of TPO Bonding Adhesive to back side of membrane and substrate(no globs or puddles). A nine inch roller will easily fit into a 5-gallon adhesive container. Do not apply adhesive in area of seam laps. 3. Coverage fate to be approximately: 120 square feet per gallon for one surface(membrane or substrate only) or 60 square feet pergallon per finished surface(membrane and substrate) 4. A116W adhesive to dry to a'tacky'state, Te6t-adhesive by placing a knuckle into it and turning your whist a one;qt.iartqr turn. Adhesive it ready to mate when it is tacky but does not string Whdn knuckle is lifted. 5. Care must be taken to ensure proper drying. Avoid thin layers of adhesive which can result in.over drying and improper adhesion, 6. Roll coat6d.membrane onto substrate being careful to not wrinkle the sheet or trap air bubbles. Once membrane is mated to the substrate,carefully roll the membrane with a 27in,dh Wide rubber hand roller to promote-maximum positive contact between the ffiembrcine and the substrate. 7. TPO Membrane Flashinas shall extend-a.mi.nim, um of 6 inches onto the field sheet and be adhered securely. There shall be a minimum of 2 inches between the'front of the fastener plates and the edge of the sheet to allow for heat. welding. All side laps are to overlap a minimum of 2 inches. 8. Areas-of the flashing.0;and Membrane to be welded are not to have TPO Bonding Adhesive applied to them. 9. Extended drying times can be expected during pool, overcast, humid, shaded,or late day applications.The adhesive must be dry(but still:tacky)before mating surfaces to avoid permanent blisters due to trapped solvents. 10. All fleshings shall be extended a minimum of 8 inches.above roof membrane level and be terminated unless previously accepted by the owner or his reptesentative.and the Mule-Hide T6chnidtil Department, All flashings shall be hot air welded. at their cohnections,with the roofing membrane.. Apply Cut Edge 8ea' lefni at allwelded.edges of out marhbran6 fialshirigs. Refer to Mule-Hide TPO Standard Details for more information. NOTE: After flashing is adhered in place, promote full contact adhesion by gohng back over entire area with a 2-inch rubber hand roller. C. Aqua Base 120 Bonding Adhesive 1. Mix adhe.siVe.scrapingthe,§ides and bottom of the can(minimum 5 minutes is fequired)until' ' adhesive is uniform in color. Consult product data'sheet for adhesive instructions. 2. Using a 9'widej% or 3/8"nap roller, apply a smooth even coat of Aqua Base 120 adhesive to back side of membrane and substrate(no globs or puddles.). A nine inch roller Will easily fit into a 5-g6llon adhesive container: Do not apply adhesive In area of seam laps. 3. Coverage rate to be approximately: 120 square fedt per gallon for one surface(membrane or substrate only) or N square feet per gallon pet finished surface(membrane and substrate) Page 24 05-1111 MULE-HIDE PRODUCTS CO.,INC System Specifications MECHANICALLY ATTACHED TPO Revised March 2015 4. Allow-adhesive to dry until it turns yellow and.does not transfer to a dry finger or pull away from the,substrate. Aqua Base 120 adhesive Will take a longer time to dry. Adhesive must remain tacky. 5. Mate surfaces tbQ'et.h6r avoiding wrinkles. Immediately roll the bonded area of the sheet With 6 2-inch Wide rubber hand roller to promote drsitive . maximum p contact between the membrane and the substrate. Overlape all adjacent flashing sheets a-mi,himi.im of inches. 6. Do not apply adhesive in area to be heaVwelded. 7. Extended drying times can be expected during.cool,overcast, humid,shaded,or late day applications.The adhesive must be dry(Out still tacky)before mating surfaces to avoid permanent blisters due to trapped moisture. 8. TPO Membrane Flaphings shall extend a minimum of 6 inches onto the field sheet and be,adhered securely. ther'e'shall be a' minimum of f.2-inches_ hes between the front of the fastener plates and the edge of the sheet.to allow for heat Welding. All side- laps are to overlap a minimum of 2 inches. 9. All flashings shall be extended a-minimum Of.8 inches above roof membrane level and be terminated uhl6ss pfeviciusly accepted by the owner or his representative and the,Mu.le I-Hiss Technical bepArtment. All I flashings shall be hot air welded at their connections with the roofing membrane. Apply Cut Edge Sealant at all welded edges of cut membrane flashings. Refer to Mule-Hide TPO Standard Details for more information. NOTE: After flashing is adhered in place,*promote full contact adhesion by going back over entire area with a 2-inch rubber hand roller. 10. All flashings shall be hot air welded at their connections with the roofing membrane. All hand welds shall be a minimum of 1-1/2"wide. 11. All flashings shall be properly terminated according to Mule-Hide's published Standard Details. NOTE: When using Mule-Hide AlkPurpose Bar under Couritcirflashingto,terhiinatewall flashing or when coping.js used,TPO Bonding Adhesive, Low VOC Bonding Adhesive; LoW VOC Bonding Ing Adhesive—1168, or Aqua base li6'Bondirig Adhesive may be eliminated when flashing height is 1Z'-18"or less, depending on the type of termination. Refer to Mule-Hide's published Standard TPO Details for additional information. 3.12 Drains,Expansion Joints,Pitch Pans A. Roof Drains 1. Prepare the surface around each drain to prevent any distortion,tenting,or bridging of the membrane. A smooth transition shall be provided from the roof surface to the suriace of the drain bowl/clam-ping ring. 2. All existing roofing materials and metal flashings shall'be removed. 3. Mule-Hide requires the application of one full tube of Water Cut-Off Mastic per drain applied to.the drain: bowl, under the membrane,where the clamping ring will be Seated. This will provide a continuous seal between the membrane and the drain bowl. 4. Do not run field teams through drains or sumps. If sheet layout causes a seam to fall.in line with a drain,a target patch (minimum-36"x 36")shall be required. MULE-HIDE PRODUCTS CO.,INC 05-1111 Page 25 System Specifications MECHANICALLY ATTACHED TPO Revised March 2015 B. Expansion Joints 1. Refer to Mule-Hide's published Standard TPO Details for application methods.for flashing expansion joints. C. Pitch Pans 1. Install and flash pitch pans as indicated in Mule-Hide's published Standard TPO Details. All pitch pans shall be filled with Thermoplastic Pourable Sealant. 3.13 Walkway Installation Walkways should be provided in areas where routine rooftop maintenance occurs and in areas where regular rooftop traffic is expected. A. TPO Walkway Roll Installation 1. Install TPO Walkway Rolls over clean, dry surfaces. 2. Layout areas where TPO Walkway Rolls are to be installed with most of the material being oriented so that it is placed.between field seams with each adjacent and abutting section gapped a minimum of 6". Do not install walkway pads over seams. 3. Heat weld the perimeter of the.properly positioned TPO Walkway Roll. Check seams for any voids or inconsistencies that might prevent watertightness. B. Precast Pavers 1. Install precast paver systems acceptable to MUle-Hide over one layer of 6 oz. HP Protection Mat. Contact Mule-Hide for other acceptable slipsheets. 3.14 Temporary Tie-ins A. Install temporary cutoffs around incomplete edges of roofing assembly at the end of each day's work and,when work must be postponed due'to inclement weather. Straighten the insulation line using.pieces of insulation loosely laid,;and seal the Mule-Hide TPO membrane to the deck or existing membrane. Use a heavy application:of roof cement at least six inches in width overlaid with an embedded reinforcement.on gravel surfaced roofs. Use polyurethane sealants low rise foam adhesive,or pourable sealer to.-seal onto single plies,smooth BUR; or modified bitumen roofs. Remove the temporary seals completely when work resumes;cutting out the contaminated,membrane. Remove all sealant,contaminated membrane, insulation fillers, etc.from the work area and properly dispose off-site. End of Section This specification represents the applicable information available at the time of its publication. Mule-Hide reserves the right to change this information at anytime. Contact Mule-Hide or check the Mule-Hide website(www.muliahide.com)for the latest updates regarding changes or modiifications to this specification. Page 26 05-1111 MULE-HIDE PRODUCTS CO.,INC