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08-8235
CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 8235 BUILDING PERMIT Permit Number: 8235 Address: 7050 GALL BLVD 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: 35-25-21-0010-10500-0000 Improv. Cost: 162,757.00 Date Issued: 8/22/2008 Name: FL HOSPITAL ZEPHYRHILLS Total Fees: 1,003.50 Address: 7050 GALL BLVD Amount Paid: 1,003.50 ZEPHYRHILLS, FL. 33542 Date Paid: 8/22/2008 Phone: (813)783-6189 Work Desc: TEAR OFF EXISTING ROOF REPLACE WITH EPDM ROOF AE GENERAL WORKS LLC REROOF COMMERCIAL 1,003.50 'l OC � V v (3— X31 fo Sc,a�t DRY IN ROOF INSP TAPE JOINTS ROOF INSP FINAL REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80(2)(c) when extra inspection trips are necessary due to any one of the following reasons: a)wrong address b)condemned work resulting from faulty construction c) repairs or corrections not made when inspections 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." (Lt CONTRACTOR SI ATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER STATE 0.= I_ E i } C0UNTY,.0 PASC0 1111111111111111111111111111111111111111111111111111lIIIIIII TIS IS TO CERTIFY TH.A�THE FOREGOING IS TRUE AND CORRECI COPY 0 T F 'lD,OCUMENT ON FILE 2008123044 OR OP.�UBLIC RECORD M`1, HIS.OaC WITNESS MY HAND ANQOFFI SEAL;IHIS AY OF Rcpt: 1199233 Rec: 10.00 DS: 0.00 IT: 0.00 A ER F G R 'COURT 08/22/08 Dpty Clerk Bk �DEFU?Y CLERK JED PITTMAN. PASCO COUNTY CLERK 08/22/08 11:50am 1 of 1 NOTICE OF COMMENCEMENT OR BK 7910 PG 928 Permit No. Property Identification No. " a-5 — —OD 1 O —lO 3OO —60 ID THE UNDERSIGNED hereby gives notice that improvements 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. 1.Description of property(legal description:) eePi\rI , II S C)1 O n Cl n rJ5 P(? ! P5 a)Street Address: 7O S . C;ca/n t�1 VA� , 'Ze$ N r n,1 5 IL 2.General description of improvements: KC r'«- r�tal fre.cr L, V— 4cn1 , C YPA 3.Owner Information N a)Name and address: Ad ve.r,4-,s.F to 1 &,n L/ 7vsp Cot..)I 1 v) b)Name and address of fee simple titleholder(if other than owner) zPP 1 r �')(S c)Interest in property i 1 4.Contractor Information 1 /�a)Name and address: L-fcrtPrse4 (. ,c✓k5 (o`�'O� � �l P�r- Ka.. Ir/�t I of►'rte�cC- �� b)Telephone No.: rx l 7 -(O?-,—i o O Fax No.(Opt.) 5.Surety Information a)Aame mount and address: b)Amount of Bond: c)Telephone No.: Fax No.(Opt.) 6.Lender a)Name and address: 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(1)(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!,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 ORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULTAbUR LENDER qØJ4TrORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COM C T. STATE OF FLORIDA COUNTY OF PASCO Si lure of Owne or Ownneer's Au) d Off, ire dP Ow ` ner/M 71 N. Print Name "t� T �egoin i stlu�egtwas acknowledg fore me this day of 20V by //�� ((�r as l^ (type of authority,e.g.officer,trustee,attorney (name of party on behalf o wh m instrument was execute ). Personally Known_OR Produced Identification Notary Signature Type of Identification Produced l �Name(print) , E Verification pursuant to Section 92.525,Florida Statutes.Under penalties of p y,I declare that ad the foregoing and that the facts stated in it are true to the best of my knowledge and belief. �•"""�t SUSAN L.BENNETT ' FORMSlNOC,nsG2007 MY COMMISSION#00345265 Si ure o Natura Person Si ng ve EXPIRE August 11,20)8 1-N5i-)-NOTAItr FI.Not:uy I)isxunt Assoa Co 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—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 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 LEND OR AN ATTORNEY BEFORE RECORDING YOU NOTICE OF COMM NCEMENT. FLORIDA JURAT(F.S. 7.03) / OWNER OR AGENT a -Q � CONTRACTOR //�lr2 s n ed and sworn to(or affirmed)before me this Su criibbed d sworn t(or aCt eddeforr rpe thi s by tiS riS Y I -I `I 1 ho is/are 5.rrssonally known to me or has/have produced Who is/are personally known to me or has/have produced as id tification. as identification. • I Public otary Public co miss npdb. :* Commiss DD 621 =:: :- Commi n DD 621633 Co fission ,'' •°�� Bonded TIwTm(FaintmuarwBMM&701Y -.�qf_Trap PM ' �o�xplre$ Scam er ,1— Name of Notary Wffld,printed or stamped Name of Notary typed,pnn ed or stamped August 22, 2008 Check No. 540017167 city of Zephyrhills Vendor No. 200362 Our Account No. Description Amount Discount Net Amount Invoice No. Date p 73310-PERMIT 08/22/08 Florida Hospital Permit 1,003.50 1,003.50 Total 1,003.50 LIMITED POWER OF ATTORNEY DATE I hereby name and appoint Carol +� ' Of GENERAL WORKS,LLl C to be my}lawful attorney in fact to act for me and apply to :-iil LC /" 1 I l For a ROOFING PERMIT for work to be performed at a location described as PARCEL# - • s- a-t - oc> >o -IO3c�a -, Oc) ,b LEGAL 'Z-Ce , r l„ 115 Ci 0 C Q r a n / ADDRESS FOR JOB '7O' c J1 _ 1y OWNER OF PROPERTY AND ADDRESS 1)2 Je.r1T.-_ I '7b�y CTa ( v,4 > zef11 rh, )ts P(_, -( and sign my name and do all things necessary to this appointment. MELINDA CUTRONA,CERTIFIED CONTRACTOR LICENSE#CCC057634 Signature of Certified Contractor,Melinda Cutrona Acknowledged: ll Sworn to and subscribed before me this 5' ay of A.D. 20 6 " rte' who is personally known to me/who produced as identification and who did not take oath. State of Florida County of_m I r , � (seal) Candice Dease :•=Commission#DD560646 •....� :=Expires June 5, 2010 ��8 Bonded Troy Fain-Insurance.Inc.800.385.7019 City of Zephyrhills BUILDING PLAN REVIEW COMMENTS C ontractor/Homeowner: (& Ord / tny Er Date Received: Site: 7 ° 6:,4/t Permit Type : /t44Gt SI 9i)fl Sy Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. Kalvin S tzer—Pl Examiner Date Contractor,and/or Homeowner (Required when comments are present) 813-780-0020 City of Zephyrhills Permit Application SI-JJ Fax-813-780-0021 Building Department Date Received ' 8�3 �Z 17 Phone Contact for Permitting Owner's Name#41V&)+)S 'Tl PA I T S WlL Owner Phone Number 3 Owner's Address 1O6b Cl 1 1�� Yr,t IIS I Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address /� /� i JOB ADDRESS 705D 0rtu J I 12 I V ZI'.cjY i S LOT# SUBDIVISION PARCEL 1D# -5S a ' 00 1'0 -/0 3 O0 'CX)t (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR e ADD/ALT SIGN E MOVE Q DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL 0 OTHER DESCRIPTION OF WORK I C'o Y-OX<!?" �T) rl,U>� ' I� �'`\�e 'G(" (/�t �, ��-. 6 p p,'•l )'?)[� BUILDING SIZE SQ FOOTAGE I6 o U V HEIGHT BUILDING $ I Z 75 7 I VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ AMP SERVICE PROGRESS ENERGY 0 W.R.E.C, PLUMBING Ei MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION GAS ROOFING SPECIALTY O OTHER FINISHED FLOOR ELEVATIONS I FLOOD ZONE AREA =YES =NO 'v v BUILDER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT j Y/N Address License# ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N j FEE CURRENT I Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N I FEE CURRENT j Y/N Address License# MECHANICAL COMPANY SIGNATURE REG T Y/ N I FEE CURRENT I Y/N Address t License# OTHER ! COMPANY N, Gam "'( L7YFS SIGNATURE • n N ) REGISTERED Y/ N FEE CURRENT Y/N N I Address 6 1 90 /VPh>f iZ Lt~ 01vV` License# ' ' ' r� 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. 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$5000) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW LIMITED POWER OF ATTORNEY J A-LI1 DATE I hereby name and appoint SFe i n �g 1 G .); C}-' Of GENERAL WORKS, LLC to be my lawful attorney in fact to act for me and apply to For a ROOFING PERMIT for work to be performed at a location described as PARCEL# tea ; O LEGAL ADDRESS FOR JOB -7 O C a_ I I 1b1 vA OWNER OF PROPERTY AND ADDRESS ! U e SU _ 't^-, and sign my name and do all things necessary to this appointment. MELINDA CUTRONA, CERTIFIED CONTRACT LICENSE#CCC0057634 C1�,TJ•.LhD....� Sig ure of Certified Contractor, Melinda Cutrona Acknowledged: Sworn to and subscribed before me this �J day of A.D. 2008 who is personally know me/who produced as identification and who did not take oath. State of Florida_ 1 County of P r )�s b(Nvu g L, l (seal) 1 _ • „y �J NOTARY PUBLIC-STP.'T C.'FLORIDA Carol P.ynes Commiss:-.::: D691780 '•,,,,,,,. Expires: AU k 19,2011 BONDED THRU ATLAN"i.:_ a-s g CO.,INC. STATE OF FLORIDA �4 -� DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 �M1�a 1940 NORTH MONROE STREET 24 4// 63g577 j- CUTRONA, MELINDA E �_7� GENERAL WORKS LLC Gtr 7' 5$ b -72�7 588 MONROE RD SANFORD FL 32771 c'V € 49 (, coq .1t' neb�aS (02 ( _lac STATE OF FtOR14A AC# 672318 Congratulations! With this license you become one of the nearly one million {DEPARTMENT OF BUSINESS AND Floridians licensed by the Department of Business and Professional Regulation. 4 , PROFESSIONAL REGULATION`l Our professionals and businesses range from architects to yacht brokers,from boxers to barbeque restaurants,and they keep Florida's economy strong. _CC�C057634' 03/05/08 070333875 Every day we work to improve the way we do business in order to serve you better. For information about our services,please log onto www.myfloridalicense.com. ••'CERTIFIED ROOFING CONTRACTOR- There you can find more information about our divisions and the regulations that I ':,CUTRONA, MELINDA E impact you,subscribe to department newsletters and learn more about the 'GENERAL WORKS LLC Department's initiatives. Our mission at the Department is:License Efficiently,Regulate Fairly.We constantly strive to serve you better so that you can serve your customers. IS CERTIFISIJ uadaz tho prodisiona of ch.4 B9 Fs Thank you for doing business in Florida,and congratulations on your new license! Lizpiraedn detErATJG 3l 200B :. L080305042S3 DETACH HERE f k �. 1 1�.)t 1�., t I(��. I .:IF=lit 328 ACS ��!,� - , ;- - , F,,F STATE O LOF��D�1 DEPARTMENT OFI BUSINESS cANDn L_PROFESSIQNAL REGULATION CONSTRUCTION.. ' INDUST Y g IQ NCB BOARD SEQ#L080305002 3. LICENSE NBR x , f ,, 03/05/2008. 0.7033.38.75�,: :CCC05.7-63.4::;, ._ - L -- , ,....�._I . The ROOFING CONTRACTOR; Named.below IS CERTIFIED' Ui der th6, provisioxrs of Chop ter, 489 Fs. Expir tson' dale AUG 31, 2008 CUTROI A, MEt:LINDA E GENERAL ,,,WORKS LLC' ; C ...................... , v MONRO3 't I II +' - IF 4)I�j, SANFOR FL it LI_ I �I 2' 71, I I li f I I �'I I 1 Il �. f 4 ��I r 1tI t A t. , CHARLIE CRIST , �� , CHUCK:, DRAGO GOVERNOR _ cl Ala S I a INTERIM SECRETARY' DISFLAy R A$ .EQLIIRED B CAW 07/29/2008 14:53 ENS - 813 621 1861 NO.447 901 - • • A I EE■LAME +fA CL1r1WAI.1ir ROOFING 6 ARCHITECTURAL SHEET METAL Date. July 16, 2008 L7 Proposal No: STR-080716-01 Mike Gardner Dr. TO: Floridalorida Hospital ) 1 Attn: / Lynn Smith 7050 Gall Blvd. "/ ?- Ph; 813.783.6189 / 407-898-5330 Zephyrhills, FL. 33541 Fx: 813.783.6106 /407-303-1163 General Works of Tampa LLC, hereinafter referred to as "Contractor", proposes to urutah the following ind apply all lo.bor and material® with the necessary tools and equipment CO comp leta work according to apecificatlons for "owner" - owner shall be deemed ae the party that General Works of Tampa LLC has contracted with (i.e. Owner, Owner'© Agent, etc.) : This proposal represents approximately 16,000 square feet of roof area and is further defined as: Main BPDM Ballasted roof&Lower loading dock roof. IJ k:.. , ,,.: . % \ 6• . , . S. • ®smma r. .� • • ROOFING & ARCHITECTURAL SHEET METAL. 6809 North Nettrask9 Avenue Tampa,FL 33604 T 813.621.1100 F 813.62).186) www.gcneralworkaottsmpn.com license no.CCCO48181 87/29/2888 14:53 ENG 4 813 621 1861 N0.447 P02 scope of Work (per pre-con.meeting 7-11-08) t Section A► • Remove existing roof system down to the deck of all gravel ballast, EPDM roofing and flashing materials, insulation, deteriorated wood blocking, and sheet metal flashings and dispose of offsite at a certified landfill. • Remove existing lightning protection and store for re-use. • Install 1/8" per ft.tapered ISO insulation and V2" per ft. tapered crickets to achieve positive draining to existing drains. • Install additional wood blocking at perimeter walls as needed. • Provide and install .045 Fibertite roof system mechanically attached per manufacturer's specifications. • Provide and install walkway pads at access points and at units. • Provide and install new coping/edge metal in .050 KCynar finish aluminum(color to be selected from standard colors by owner). Counter-flashing/scuppers in .040 mill. Section B > • Remove existing roof system down to the deck of all gravel ballast, EPDM roofing and flashing materials, insulation, deteriorated wood blocking, and sheet metal flashings and dispose of offsite at a certified landfill. • Remove existing lightning protection and store for re-use. • Per addendum, move one scupper/conductor head and downspout approx. 15-2o ft. North and convert to overflow. • Install 3.5" ISO insulation and 1/2" per ft.tapered crickets to enhance positive draining to existing scuppers. • Install additional wood blocking at perimeter walls as needed. • Provide and install .045 Fibertite roof system mechanically attached per manufacturer's specifications. • Provide and install walkway pads at access points and at units. • Provide and install new coping/edge metal in .05o Kynar finish aluminum (color to be selected from standard colors by owner). Counter-flashing/scuppers in .040 mill. Section C> • Remove existing roof system down to the deck of all gravel ballast, EPDM roofing and flashing materials, insulation, deteriorated wood blocking, and sheet metal flashings and dispose of offsite at a certified landfill. • Remove existing lightning protection and store for re-use. • Replace wood blocking at base of wall and upper area as needed. • Add additional blocking and 1/2" exterior grade plywood to properly flash at louvers. • Provide and install a i"base layer of ISO insulation and new 1/8"tapered insulation to provide positive drainage to lower section. 2 07/29/2008 14:53 ENG 3 813 621 1861 N0.447 I03 • Provide and install .045 Fibertite roof system mechanically attached per manufacturer's specifications. • Provide and install new coping/edge metal in .05o Kynar finish aluminum (color to be selected from standard colors by owner). Counter-flashing/scuppers in .040 mill. All sections > • Ballast to be relocated to areas identified by owner (chiller&parking). • Drain rings to be re-used, cleaned, and painted white w/ Rustoleum. • All obsolete curbs to be removed. Deck to be replaced w/ 22 ga metal to match existing w/ a 6" overlap at all sides. Fill to current level. • Clean and haul away all work related debris and dispose of off-site. • Provide a 3 year General Works of Tampa Contractor's Warranty. • Provide a Manufacturer's 20 year NDL Warranty. **All installations done according to standard roofing trade practices, NRCA (National Roofing Contractor Association) guidelines and roofing system manufacturer's guidelines. ** QUA LIFICATIONS/EXC/_USIO NS • Repair damaged/deteriorated lightweight decking at an additional charge of Moo per sq.ft. • Building Permits arc included in this proposal and are subject to approval by the authority having jurisdiction. • Owner shall be responsible for all mechanical,l-IVAC, and electrical disconnects and reconnects. GWT to coordinate and work with mechanical and electrical contractor to ensure watertightness at all times. • This proposal includes all state,county and city sales tax if applicable. • Lawn restoration is not included in this proposal and is assumed by Owner. • Owner shall be responsible to verify the building's structural capacity to bear the weight of this roof system. • Owner shall be responsible for all costs associated to perform an asbestos survey if required by any governmental authority. Owner warrants there are no asbestos containing or other hazardous materials as defined by Paragraphs 32A,B and C of the General Works of Tampa Special Conditions and/or Rider*i-Asbestos/Hazard.ous Substance Rider. • Our price stated in this contract proposal is based upon current material prices. Because of raw material price volatility,including the price of oil, our material suppliers are unable to provide us with price protection for the materials included within this proposal. Accordingly,should our material prices Increase during the term of this proposal,and during the time of performance of work contemplated by this proposal,our price for performance of the work contemplated by this proposal shall be increased by such direct material cost Increases. 3 07/29/2008 14:53 ENG - 813 621 1861 NO.447 I04 Base Bid: One Hundred Sixty-Two Thousand Seven Hundred Fifty-Seven and 00/100 Dollars ($162,757.00) Option #1 (Aluminum Railing): Provide and install a 5' aluminum railing system anchored in wall and edge detail. • Add $1200.00 to base bid. O tinn #2 (Scuppers): Provide and install two overflow scuppers in ,O4O mill finish aluminum. • Add$2O.Q0 for each scupper to base bid. TERMS: Owner/Contractor agree that all payments required under this contract shall be due and payable within 20 days of date of invoice whether billing is for job preparation,material stored,work completed each month or final payment request. Owner further agrees that contractor may charge interest at the annual rate of eighteen percent (15%), unless a lesser percentage is required by law on any sum due under this contract which is not paid within thirty(30)days of invoice date, If payments are not made when due, interest,costs incidental to collection and attorneys'fees(if an attorney Is retained for collection)shall be added to the unpaid balance. Contractor reserves the right,without penalty from Owner, to stop work on the project if Owner does not maKe payments to Contractor when due. Owner hereby releases contractor of notice requirements for lien rights in the event payments are not made when due as outlined in this paragraph. We may withdraw this proposal if not accepted within Thirty(30)days. This proposal has been prepared and submitted by: Steve Rajavich Proposal No: STIR-o80716-o1 Please call if you have any questions on this proposal. Direct#: 813-477-765O SUBMITTED BY: ACCEPTED BY: General Works of Tampa: OWNER: Steve Ralavich.Roof Consultant By: Under the direction of; Kevin Palmer,Vice President License#CCC057634 (if applicable) Title; Please sign and return via fax for scheduling to 813-621-1861. 4 07/22! 14:53 ENG 3 813 6211861 N0.447 _D01 ■ A1EE1IAMERIIA u1 WA11lY ROOFING & ARCHITECTURAL SHEET METAL 7 -080716-01 Date: July t6, 2008 (re Proposal No: STR TO: Florida Hospital �I � Attn: Mike Gardner/Dr. Lynn Smith 7050 Gall Blvd. Ph: 813.783.6189 / 407-898-5330 Zephyrhills, FL. 33541 Fx: 813.'783.6106 /407-303-1163 General Work of Tampa LLC, hereinafter referred to as "Contractor", proposes to furnish and apply all labor and materials with the necessary tools and equipment to complete the following work according to epecificationa for "owner" - owner shall be deemed as the party that General Works of Tampa LLC has contracted with (i.e. Owner, Owner's Agent, etc.) : This proposal represents approximately 16,000 square feet of roof area and is further defined as: Main FPDM Ballasted roof& Lower loading dock roof idi k... ROOFING & ARCHITECTURAL SHEET METAL 6909 North Nebrask8 Avenue Tamp*.x1.33604 T 613.621,1700 F®13,611.1861 www.geoeralworksoftampa.com license no.CCC0461 B1 07/29/2008 14:53 ENS 3 813 621 1861 N0.447 D02 Scope of Work (per pre-con meeting 7-11-08) Section A • Remove existing roof system down to the deck of all gravel ballast, EPDNf roofing and flashing materials, insulation, deteriorated wood blocking, and sheet metal flashings and, dispose of offsite at a certified landfill. • Remove existing lightning protection and store for re-use. • Install 1./8" per ft.tapered ISO insulation and 1/2" per ft. tapered crickets to achieve positive draining to existing drains. • Install additional wood blocking at perimeter walls as needed. • Provide and install .O45 Fibertite roof system mechanically attached per manufacturer's specifications. • Provide and install walkway pads at access points and at units. • Provide and install new coping/edge metal in .O5O Kynar finish aluminum(color to be selected from standard colors by owner). Counter-flashing/scuppers in .O4O mill. Section B > • Remove existing roof system down to the deck of all gravel ballast, EPDM roofing and flashing materials, insulation, deteriorated wood blocking, and sheet metal flashings and dispose of offsite at a certified landfill. • Remove existing lightning protection and store for re-use. • Per addendum, move one scupper/conductor head and downspout approx. 15-2O ft. North and convert to overflow. • Install 3.5" ISO insulation and 1/2" per ft.tapered crickets to enhance positive draining to existing scuppers. • Install additional wood blocking at perimeter walls as needed. • Provide and install .O45 Fibertite roof system mechanically attached per manufacturer's specifications. • Provide and install walkway pads at access points and at units. • Provide and install new coping/edge metal in .O5o Kynar finish aluminum (color to be selected from standard colors by owner). Counter-flashing/scuppers in .040 mill. Section C> • Remove existing roof system down to the deck of all gravel ballast, EPDM roofing and flashing materials, insulation, deteriorated wood blocking, and sheet metal flashings and dispose of offsite at a certified landfill. • Remove existing lightning protection and store for re-use. • Replace wood blocking at base of wall and upper area as needed. • Add additional blocking and 1/a" exterior grade plywood to properly flash at louvers. • Provide and install a i"base layer of ISO insulation and new 1/8"tapered insulation to provide positive drainage to lower section. 2 0729/2008 14:53 ENO 4 813 621 1861 N0.447 903 • Provide and install .O45 Fibertite roof system mechanically attached per manufacturer's specifications. • Provide and install new coping/edge metal in .O5o Kynar finish aluminum (color to be selected from standard colors by owner). Counter-flashing/scuppers in .O4O mill. All sections > • Ballast to be relocated to areas identified by owner (chiller&parking). • Drain rings to be re-used, cleaned, and painted white w/ Rustoleum. • All obsolete curbs to be removed. Deck to be replaced`,v/ 22 ga metal to match existing w/ a 6" overlap at all sides. Fill to current level. • Clean and,haul away all work related debris and dispose of off-site. • Provide a 3 year General Works of Tampa Contractor's Warranty. • Provide a Manufacturer's 20 year NDL Warranty. All installations done according to standard roofing trade practices, NRCA (National Roofing Contractor Association) guidelines and roofing system manufacturer's guidelines. ** QUALIFICATIONS/EXCLUSIONS • Repair damaged/deteriorated lightweight deciding at an additional charge of$8.00 per sq.ft. • Building Permits arc included in this proposal and are subject-to approval by the authority having jurisdiction. • Owner shall be responsible for all mechanical,l-NAC, and electrical disconnects and reconnects. GWT to coordinate and work with mechanical and electrical contractor to ensure watertightness at all times. • This proposal includes all state,county and city sales tax if applicable. • Lawn restoration is not included in this proposal and is assumed by Owner. • Owner shall be responsible to verify the building's structural capacity to bear the weight of this roof system. • Owner shall be responsible for all costs associated to perform an asbestos survey if required by any governmental authority. Owner warrants there are no asbestos containing or other hazardous materials as defined by Paragraphs 32A,B and C of the General Works of Tampa Special Conditions and/or Rider Si-Asbestos/Hazardous Substance Rider. • Our price stated in this contract proposal is based upon current material prices. Because of raw material price volatility,including the price of oil, our material suppliers are unable to provide us with price protection for the materials included within this proposal. Accordingly,should our material prices increase during the term of this proposal,and during the time of performance of work contemplated by this proposal,our price for performance of the work contemplated by this proposal shall be increased by such direct material cost Increases. 3 07/29/2008 14:53 ENG - 813 621 1861 NO.447 9O4 Base Bid: One Hundred Sixty-Two Thousand Seven Hundred Fifty-Seven and 00/100 Dollars ($162,757.00) Option #1 (Aluminum Railing): Provide and install a 5'aluminum railing system anchored in wall and edge detail. • Add 2oO.OQ to base bid. Option #2 (Scuppers): Provide and install two overflow scuppers in .O4O mill finish aluminum. • Add$2o.Q for each scupper to base bid. TERMS: Owner/Contractor agree that all payments required under this contract shall be due and payable within 20 days of date of invoice Whether billing is for job preparation,material stored,work completed each month or final payment request. Owner further agrees that contractor may charge interest at the annual rate of eighteen percent (15%), unless a lesser percentage is required by law on any sum due under this contract which is not paid within thirty (30) days of invoice date. If payments are not made when due, interest, costs incidental to collection and attorneys'fees (if an attorney Is retained for collection)shall be added to the unpaid balance. Contractor reserves the right,without penalty from Owner. to stop work on the project it Owner does not maKe payments to Contractor when due. Owner hereby releases contractor of notice requirements for lien rights in the event payments are not made when due as outlined in this paragraph. We may withdraw this proposal if not accepted within Thirty(30)days. This proposal has been prepared and submitted by: Steve Rajavich Proposal No: STR-o80716-01 Please call if you have any questions on this proposal. Direct#: 813-477-765O SUBMITTED BY: ACCEPTED BY: General Works of Tampa: OWNER: Steve Ralavich Roof Consultant By. Under the direction o(; Kevin Palmer,Vice President Ii � _ License#CCC057034 (if applicable) Title: ,® � Please sign and return via fax for scheduling to 813-621-1861. 4 FiberTite® FTR 101 is a general purpose, high quality, polyurethane sealant. It is a one-part, 100% urethane-base sealant with excellent adhesion to a variety of surfaces. FTR 101 is designed for use with FiberTite membranes in conjunction with terminations,drain seals and metal flashing. FTR 101 produces a flexible joint with good adhesion to a variety of construction surfaces;,including sheet metal, masonry, aluminum, brick, and concrete. It exhibits excellent resistance to weather, stress, movement, water and many environmental chemicals while maintaining adhesion,cohesion,and elasticity. FTR 101 is an easy flowing sealant, applied with an ordinary caulking gun, which skins over in a few hours and cures firm in approximately 60 hours. Surfaces to receive FTR 101 must be clean, — dry,frost-and grease-free. Seaman Corporation supplies FiberTite FTR 101 in cases of ten (10) standard 11 fl.oz.(.33 liter)cartridges. r• PHYSICAL PROPERTIES: Tensile Strength 200 psi (14 kgf/cm2) Elongation 1000% Shore A Hardness 33 Temperature Range -40° to 180'F(-40'to 82'C) ibEP itE INTELLIGENT ROOFING SOLUTIONS For more information on FiberTite Systems and Accessories please call: Seaman Corporation(800)927-8578,International(330)262-1111.www.fibertite.com FiberTite®is a registered trademark of Seaman Corporation. Elvaloy®is a registered trademark of DuPont. 0106 `f Seaman Corporation FlberTb MATERIAL SAFETY DATA SHEET INTELLIGENT For Coatings Resins and Related Materials ROOFING SOLUTIONS MSDS NUMBER ISSUE DATE SUPERCEDES: PREPARED BY: MSDS FTR-101 3/11/96 All Previous N/A .. 1. PRODUCT IDENTITY (as used'on label and list): FTR-101 Sealant Manufacturer/ Distributor EMERGENCY PHONE NUMBER(S) NAME: Seaman Corporation DAY: 330-262-1111 ADDRESS: 1000 Venture Blvd. NIGHT (CHEMTREC): 800-424-9300 ADDRESS: Wooster, OH 44691 INFORMATION: 330-262-1111 Trade Names or Synonyms: Sealant/Caulking HMIS Hazard Codes: none: extreme CAS Number: None/Mixture 0 4 D.O.T. Hazard Class: N/A Health: 2 Proper Shipping Name: Sealant/Adhesive Fire: 2 Reactivity: 0 Personal Protection: G Ingredients Percent C.A.S. Material Description by Weight Registry Number LEL VP Titanium Dioxide < 5 13463-67-7 N/A N/A Calcium oxide (lime) 1 to 5 1305-78-8 None None Talc (hydrous magnesium silicate) 1 to 5 14807-96-6 None None Aluminum sulfate (alum) 1 to 5 10043-01-3 None None Calcium carbonate (limestone) 10 to 30 1317-65-3 None None 2, 4-Toluene diisocyanate* < 0.1 584-84-9 1 < 1 Mineral spirits (Stoddard type) 5 to 10 8052-41-3 1 2 * Reportable under SARA Title III, Section 313 • Boiling Range: 240-450° F Freezing Point: No Data Vapor Pressure: < 2mm Hg at 77° F Vapor Density: Heavier than air Evap. Rate Relative to n-butyl acetate: Slower Water Soluble: Slight (<0.1%) % Volatile by Volume: 6 to 8 Spec. Gravity: 1.1 Odor Threshold: No Data Appearance: Smooth pigmented viscous liquid. Typical paint thinner odor 38 FiberTite® MSDS Booklet FTR-101 Page 1 of 5 03-11-96 •tt11 I . . .. Flash Point: >2000 F OSHA Flammability Classification: Combustible Class III B Autoignition Temp: No Data LEL: 0.9 Explosive Limits: (%V in air) UEL: 7.0 EXTINGUISHING MEDIA Water Spray (Fog), Foam, Dry Chemical or Carbon Dioxide. SPECIAL FIREFIGHTING PROCEDURES Firefighters must wear self contained breathing apparatus or air masks. Containers exposed to fire should be kept cool with water spray. A water stream directed into the fire may cause frothing with subsequent spread of fire. UNUSUAL FIRE AND EXPLOSION HAZARDS Closed containers may explode due to build up of pressure when exposed to heat. Thermal decomposition or combustion of product may generate irritating and/or toxic gases. Vapor is heavier than air and may travel along the ground or floor and be ignited at locations distant from the source. . .. Ingredient PEL TLV STEL TLV(twa) LD50 (mg/kg) LC50 (ppm) Material Description (mg/m3) (mg/m3) (mg/m3) ppm Rat Rabbit Rat (oral) (dermal) inhal Titanium dioxide 10* N/A 10* N/A N/A N/A N/A Calcium oxide (lime) 5* Not Given 2* N/A N/A N/A N/A Talc (hydrous magnesium silicate) 2* Not Given 2* N/A N/A N/A N/A Aluminum sulfate (alum) 15*, 5** Not Listed 10* N/L N/L N/L No Data Calcium carbonate (limestone) 15*, 5** Not Listed 10* N/L N/L N/L No Data 2,4-toluene diiscocyanate* 0.005 ppm 0.02 ppm N/L 0.005 >5800 >1600 No Data Mineral spirits (Stoddard type) 100 ppm Not Listed N/L 100 >5000 N/L No Data *Total Dust **Respirable Dust Threshold Limit Values: See Section V Acute Overexposure Information Inhalation: Regard this product as a severe irritant. The product may contain trace amounts of an isocyanate. Exposure to a concentration of airborne isocyanates above TLV may produce irritation of the respiratory tract, coughing, chest discomfort, and shortness of breath. Individuals with a history of exposure to isocyanates can develop more severe symptoms, such as bronchitis, bronchial spasms, and pulmonary edema (fluid in the lungs). For most individuals these effects are reversible. Eyes: Moderate irritant. May cause tearing, reddening of the eyes and reversible corneal injury. Skin: Regard this product as a severe irritant. The product may contain trace amounts of an isocyanate, a class of compounds generally regarded as primary skin irritants. Contact with the product may cause dermatitis, allergic responses, and in sensitive individuals, redness, swelling, and blisters. Ingestion: May cause irritation if swallowed. Note: Pre-existing respiratory or skin condition(s) may be aggravated by exposure. • FTR-101 FiberTite® MSDS Booklet 39 Page 2 of 5 03-11-96 S Chronic Overexposure information: 1.This product does not contain dust as produced and does not generate dust in normal use. Dust generated by abnormal activities, such as sanding or grinding, could contain a small amount (<0.1%) of respirable silicone dioxide (quartz) dust. NTP and IARC have listed free respirable silica as a suspect human carcinogen. Prolonged and/or repeated overexposure to free respirable silica may cause silicosis'or other delayed and serious lung injury. The dust could also contain particles of titanium dioxide, calcium oxide, talc, aluminum sulfate, and/or calcium carbonate. Chronic overexposure to dusts of these substances may cause delayed and serious lung injury. 2. This product may contain a small amount(< 0.1%) of toluene diisocyanate. NIOSH, NTP and IARC list toluene diisocyanate as a suspected carcinogen. Note also that prolonged or repeated exposure to isocyanates can lead to skin sensitization. For persons so sensitized, even brief exposures to the isocyanates can produce reddening, swelling, rash, or blisters. Similarly, prolonged and repeated exposures to isocyanates at levels well below the TLV can produce chemical asthma, and nonspecific asthmatic conditions. 3. No other known components of this product are listed as known or suspected carcinogens per NTP, IARC, or OSHA. 4. This product contains solvents. Reports have associated repeated and prolonged occupational over-exposure to solvents with permanent brain and nervous system damage. Solvents are also reported to cause liver damage, kidney damage, mucous membrane irritation. Be warned that intentional misuse by deliberately inhaling the contents ( a process often called "sniffing" ) may be harmful or fatal. Medical Conditions Generally Aggravated by Exposure: Any pre-existing respiratory or skin condition. Emergency and First Aid Procedures: Inhalation: Move the victim into fresh air. If the victim has difficulty breathing, administer oxygen. Administer artificial respiration if the victim is not breathing. Obtain immediate medical attention. Skin: Remove contaminated clothing and shoes. Wash affected area(s) thoroughly with soap and water. Wipe or flush affected skin with isopropyl alcohol (rubbing alcohol). Wash again thoroughly with soap and water.If irritation persists, seek medical attention. Eyes: Flush the eyes with plenty of water for at least 15 minutes. If necessary, gently hold the eyelids open during the flush. Obtain immediate medical attention. Ingestion: Obtain immediate medical medical attention. Do not induce vomiting. Should vomiting occur, be sure to keep victim's head below hips to avoid aspiration of vomitus into the lungs. Stability: ❑ Unstable 2l Stable Hazardous Polymerization:0 May occur ❑ Will not occur This product contains an isocyanate. Contact with moisture or other materials that react with isocyanates may cause polymerization. Incompatibility: Water, alcohols, amines, strong oxidants, strong bases and acids. Conditions to Avoid: Contact with water vapor. Sources of ignition. Long term exposure to elevated temperatures. Hazardous Decomposition Products: Oxides of carbon and nitrogen, hydrogen cyanide gas, other acids and toxic fumes 40 FiberTite® MSDS Booklet FTR-101 Page 3 of 5 03-11-96. Steps to Be Taken in Case Material is Released or Spilled: Ventilate the area and remove all sources of ignition. Evacuate unnecessary personnel. Wipe up small spills with rags or towels. Put spent rags in loosely covered containers in a well ventilated area. Large spills should be handled carefully. Put on respiratory protection. Dike or impound spilled liquid. Cover the spill with absorbent compound (eg., vermiculite, clay, or sand). Use non-sparking tools to sweep or shovel into containers. Cover loosely and remove to a well-ventilated waste area. Repeat sorbent/sweep cycle until the spill has dried up. Rinse the spill area thoroughly with water. Flush the rinsings to the sanitary sewer or soak them up with absorbent material. Do not discharge undiluted product to the sanitary sewer or discharge the product or cleanup wastes to lakes, streams, ponds, or sewer. Avoid contact with eyes and skin. Waste Disposal Method: Review all local, state, and federal regulations concerning health and pollution for appropriate disposal procedures. Do not incinerate closed containers. Respiratory Protection: Wear NIOSH/MSHA approved respiratory protection when the product is mixed or applied in a poorly ventilated area or if workplace levels of ingredients exceed the TLV. Follow applicable federal, state, and local regulations. Ventilation: Use local exhaust (e.g., open windows, fans) as needed to keep vapor/dust levels below recommended limits. Protective Equipment: Wear gloves (Natural or butyl rubber, supported PVA, or nitrile. Avoid neoprene.), eye goggles, and clean protective clothing to cover arms and legs and keep exposure to a minimum. Precautions to be Taken in Handling and Storage: DO NOT BREATHE VAPORS DO NOT TAKE INTERNALLY AVOID CONTACT WITH EYES, CLOTHING, AND SKIN WEAR PROTECTIVE CLOTHING AT ALL TIMES KEEP CONTAINER CLOSED WHEN NOT IN USE WASH THOROUGHLY AFTER USING KEEP OUT OF REACH OF CHILDREN USE ONLY WITH ADEQUATE VENTILATION I FTR-101 FiberTite® MSDS Booklet 41 Page 4 of 5 03-11-96 VOC CONTENT: 81.6 g/I excluding water and exempt compounds. CALIFORNIA PROPOSITION 65 The dust from this product may contain trace amounts of free respirable crystalline silicone dioxide, a substance listed by the state of California as known to cause cancer. This product may contain trace quantities (<0.1%) toluene diisocyanate which is listed by the state of California'as known to cause cancer. Medium bronze (32-968) and and Redwood (32-969) colors may contain trace quantities (<0.1%) of lead which is listed by the state of California as known to cause reproductive toxicity. TRANSPORTATION: DOT UN HAZARD CLASS: Not Regulated Not Regulated UN/NA NUMBER: Not Regulated Not Regulated SHIPPING NAME: Not Regulated Not Regulated PLACARD AT: N/A N/A CLASS NUMBER: N/A Air: N/A Marine: N/A SUBSID RISK: N/A Air: N/A Marine: N/A PACKING GROUP: N/A Air: N/A Marine: N/A REPORTING CERCLA REPORTABLE QUANTITY: None WASTE: None SARA SECTION 304 EMERGENCY RESPONSE REPORTABLE QUANTITY: None SARA SECTION 311/312 INVENTORY REPORTING (Y/N): Y SARA SECTION 311/312 HAZARD CLASS (ES): Acute and chronic health hazard SARA SECTION 313 ROUTINE RELEASE REPORTING CHEMICALS: None COMPONENTS ON TSCA INVENTORY(Y/N): Y DISPOSAL EPA RCRA WASTE CLASS: Not Regulated EPA RCRA WASTE NUMBER: Not Regulated CALIFORNIA LIST LAND BAN (Y/N): Not Regulated N/A= Information or Data Not Available. OSHA= Occupational Safety and Health Administration NTP= National Toxicology Program PEL= Permissible Exposure Limit(8-hr.TWA) (OSHA) IARC= International Agency for Research on Cancer TLV=Threshold Limit Value (8-hr.TWA) (ACGIH) NIOSH= National Institute of Occupational Safety and Health STEL= Short Term Exposure Limit(15-min TWA) (OSHA) ACGIH= American Conference of Governmental Industrial Hygienists C= Ceiling Value IiiIT This information is furnished without warranty, representation, or license of any kind, except that this information is accurate to the best of Seaman Corporation's knowledge, or is obtained from sources believed by Seaman Corporation to be accurate. No warranty is expressed or implied regarding the accuracy of this information or the results to be obtained from its use thereof. Seaman Corporation assumes no responsibility for injuries proximately caused by use of the material if reasonable safety procedures are not followed as stipulated in this Data Sheet. Additionally, Seaman Corporation assumes no responsibility for injuries proximately caused by abnormal use of the Material even if reasonable safety procedures are followed. Buyer assumes the risk in its use of the material. 42 FiberTite® MSDS Booklet FTR-101 Page 5 of 5 03-11-96 FiberTite°-SM membrane features an 18 x 19 / 840 x 1,000 denier weft reinforced polyester knit fabric coated with a +: �;:`;'r' t'L;;'�`r proprietary ethylene interpolymer :k ',, �4rt•i compound, utilizing DuPont Elvaloy KEE as the principle polymer. FiberTite-SM is a nominal 45 mil (1.1 mm)thick, manufactured in conventional roll goods and custom rolls with integral 3.5 in. (8.9 cm) wide continuous fastening tabs. Custom rolls greatly reduce field welding and subsequent labor factors. FiberTite-SM is also available in additional customized roll widths and lengths. Field seaming is accomplished by fusing the thermoplastic membrane with conventional hot air welding equipment. FiberTite-SM excels in UV, tear, puncture and flame resistance. "` All FiberTite Roofing Systems are also resistant to most forms of ". +'fir�7 fungus, algae and/or micro-biological attack. •fl.lwb 1 rC AID -I X 1 1 •.. !I 1 1 1 1 �f1� �j��l i i PHYSICAL PROPERTIES: Thickness(nominal) ASTM D-751 0.045(1.1 mm) Breaking Strength ASTM D-751 Grab 375 x 3501bs(1.7 x 1.6 kN) Tensile Strength ASTM D-882 8500 psi(598 kgf/cmZ) Tear Strength ASTM D-751 100 lbs(445 N) jrc r," Dynamic Puncture ASTM D-5635 20 joules Low Temperature Flex ASTM D-2136 -30°F(-34°C) o Dimensional Stability ASTM D-1204 <1.0% Seam Strength ASTM D-751 100%of fabric strength e V Coating Adhesion ASTM D-751 Cannot initiate coating peel Hydrostatic Resistance ASTM D-751 650 psi(46 kgf/cmZ) j F Oil Resistance MIL-C-20696C No swelling,cracking,leaking Ozone Resistance ASTM 0-1149 No effect h d ibc its 4.. INTELLIGENT ROOFING SOLUTIONS For more information on FiberTite Systems and Accessories please call: Seaman Corporation(800)927-8578,International(330)262-1111.www.fibertite.com FiberTite®is a registered trademark of Seaman Corporation. Elvaloy®is a registered trademark of DuPont. 0106 jJ Seaman Corporation ribeTift MATERIAL SAFETY DATA SHEET INTELLIGENT For Coatings Resins and Related Materials ROOFING SOLUTIONS MSDS NUMBER ISSUE DATE SUPERCEDES: PREPARED BY: MSDS FTR-KEE 7/9/99 All Previous N/A PRODUCT IDENTITY (as used on label and list): FiberTite Single Ply Membrane Manufacturer/ Distributor EMERGENCY PHONE NUMBER(s) NAME: Seaman Corporation DAY: 330-262-1111 ADDRESS: 1000 Venture Blvd. NIGHT (CHEMTREC): 800-424-9300 ADDRESS: Wooster, OH 44691 INFORMATION: 330-262-1111 Trade Names or Synonyms: KEE / PVC / Polyester Fabric HMIS Hazard Codes: none: -. extreme CAS Number: None 0 4 D.O.T. Hazard Class: N/A Health: 0 Proper Shipping Name: Roofing Membrane Fire: 0 Reactivity: 0 Personal Protection: 0 Ingredients Percent C.A.S. Exposure Limits VP Material Description by Weight Registry Number ACGIH/TLV OSHA/PEL mm HG Proprietary KEE/PVC Compound N/A N/A N/A N/A N/A (Trade Secret Per CFR 1910.1200(i)) Boiling Range: > 350 deg. F Vapor Density: Heavier than air Physical State: Solid sheet Liquid Density: Lighter than water Volatiles: < 0.2 Solubility in Water: Insoluble Appearance: Various colors; slight vinegar odor Spec. Gravity: 1.2 - 1.3 - . . .. Flammability Class: N/A Flash Point: > 250 TOC LEL: N/A UEL: N/A EXTINGUISHING MEDIA Water fog, foam or dry chemical; CO2 may not have enough cooling capacity to prevent re-ignition. SPECIAL FIREFIGHTING PROCEDURES Avoid breathing smoke. Use Pressure Self-Contained Breathing Apparatus. UNUSUAL FIRE AND EXPLOSION HAZARDS None known . .. N/A 2 FiberTitee MSDS Booklet FTR-KEE Page 1 of 3 07-09-99 Permissible Exposure Level: N/A Effects of Overexposure Inhalation: Respiratory-irritation is possible due to processing vapors when heated sufficiently to cause mass melting of the polymer, such as during heat welding. Eyes: Eye irritation is possible due to processing vapors when film is heated sufficiently to cause mass melting of the polymer, such as during heat welding. Skin: Skin irritation is possible due to processing vapors when film is heated sufficiently to cause mass melting of the polymer, such as during heat welding. Ingestion: Not normally a route of exposure. First Aid Inhalation: Remove to fresh air. If respiratory irritation occurs, call physician. Skin: Wash with mild soap and water. Eyes: Remove to fresh air. If irritation occurs, call physician. Ingestion: N/A Stability: ❑ Unstable ® Stable Hazardous Polymerization: ❑ May occur I Will not occur Incompatibility: N/A Conditions to Avoid: Combustible if exposed to flame Hazardous Decomposition Products: CO, CO2, Acetic Acid, Trace Aromatics Steps to Be Taken in Case Material is Released or Spilled: Dispose in Approved Landfill Waste Disposal Method: Bury or incinerate in accordance with local, state, and federal regulation. Not defined as Hazardous by current provisions of RCRA. Respiratory Protection: Not normally necessary. Ventilation: Local exhaust, especially if irritation occurs. Protective Gloves: Wear gloves when handling hot material. Eye Protection: Not normally necessary. Other Protective Equipment: Not normally necessary. Precautions to be Taken in Handling and Storage: In operations such as heat welding or thermoforming involving heat sufficient to cause melting of the polymer, irritating fumes may be evolved. Adequate ventilation should be provided. Other Precautions: Avoid inhalation of processing fumes. FTR-KEE FiberTite® MSDS Booklet 3 Page 2 of 3 07-09-99 SARA Title III Section 313 This product contains the following toxic chemicals subject to the reporting requirements of section 313 of the Emergency Planning and Community Right to Know Act of 1986 and of 40 CFR 372: CAS# Chemical Name Percent by Weight None PROP 65 (Carcinogen) Warning:This product contains a chemical known to the state of California to cause cancer. CAS# Chemical Name Percent by Weight None PROP 65 (Teratogen) Warning:This product contains a chemical known to the state of California to cause birth defects or other reproductive harm. CAS# Chemical Name Percent by Weight None PROP 65 (Both Carcinogen and Teratogen) Warning:This product contains a chemical known to the state of California to cause cancer or birth defects or other reproductive harm. CAS# Chemical Name Percent by Weight None N/A= Information or Data Not Available. OSHA= Occupational Safety and Health Administration NTP= National Toxicology Program PEL= Permissible Exposure Limit(8-hr. TWA) (OSHA) IARC= International Agency for Research on Cancer TLV=Threshold Limit Value (8-hr.TWA) (ACGIH) NIOSH= National Institute of Occupational Safety and Health STEL= Short Term Exposure Limit (15-min TWA) (OSHA) ACGIH=American Conference of Governmental Industrial Hygienists C= Ceiling Value This information is furnished without warranty, representation, or license of any kind, except that this information is accurate to the best of Seaman Corporation's knowledge, or is obtained from sources believed by Seaman Corporation to be accurate. No warranty is expressed or implied regarding the accuracy of this information or the results to be obtained from its use thereof. Seaman Corporation assumes no responsibility for injuries proximately caused by use of the material if reasonable safety procedures are not followed as stipulated in this Data Sheet. Additionally, Seaman Corporation assumes no responsibility for injuries proximately caused by abnormal use of the Material even if reasonable safety procedures are followed. Buyer assumes the risk in its use of the material. O 4 FiberTite® MSDS Booklet FTR-KEE Page 3 of 3 07-09-99 J 11 1. r o l Strif ess Plates r Frast ers are designed and engineered to provide enhanced load distribution and superior wind resistance for mechanically attached FiberTite Roofing Systems. 1 � FiberTite® MagnumR Plates are manufactured from 0.038 in. �►` � (0.96 mm) thick AZ 50 Galvalume coated steel, with a 0.261 in. (0.663 cm) diameter hole in the center. The FTR MagnumR Plates are 2.375 inches (6.0 cm) in diameter and are configured with a raised reinforcement area for added deflection resistance. FTR MagnumR Plates also incorporate six (6) barbs in their design to provide added"hold down"strength during high wind loading. FTR MagnumR Plates may be purchased as loose plates in buckets, or ' r" pre-assembled with FTR Magnum Screws, or customized for use l • with an automated fastening system. FTR MagnumR Plates are for membrane attachment only. . tit FiberTite Magnum Fasteners are engineered to provide superior • withdrawal and backout resistance. FTR Magnum Fasteners incorporate a reduced diameter drill point for exceptional drilling, buttress threads for increased backout torque and a Sentri XP coating " which exceeds FM 4470 requirements for corrosion resistance. FiberTite MagnumR Stress Plates and Fasteners are Factory Mutual Approved for Class 1 mechanically attached FiberTite Roofing Systems. Seaman Corporation requires the use of FTR Stress Plates and Fasteners for all mechanically attached FiberTite Roofing Systems. _ f •�y PHYSICAL DATA \ FiberTite Magnum Fastener Material: Case hardened Carbon Steel J ` Drive: #3 Phillips .�� '`Y Thread Diameter: 0.263 in.(0.67 cm) !�},- Shank Diameter: 0.204 in.(0.52 cm) �i Head Diameter: 0.438 in.(1.10 cm) ,�� j Point Type: Drill i ` �` e." of Coating: Sentri XP "° ` Pull Out Load*: 725 lb+(329 kg+) - . in 22 Ga.(0.91 thick)Grade E Steel Decking :1. INTELLIGENT *' ROOFING SOLUTIONS For more information on FiberTite Systems and Accessories please call:Seaman Corporation(800)927-8578,International(330)262-1111.www.fibertite.com FiberTite®is a registered trademark of Seaman Corporation. Elvaloy®is a registered trademark of DuPont. 0106 r" FiberTite® it suratio i Plates & Fasteners are Factory Mutual Approved for use in mechanically attached and fully adhered FiberTite Roofing Systems. FiberTite Insulation Stress Plates are designed for preliminary attachment of rigid insulation in mechanically attached FiberTite 7.,. . Roofing Systems and for principle insulation attachment in FiberTite Fully Adhered Roofing Systems.Standard FTR Insulation Stress Plates are manufactured from high density polypropylene, 3 inches (7.6 cm) in diameter and designed with a locking mechanism to secure the head of the FTR Insulation Fastener into the plate. (FTR round,steel insulation plates are available through special order for hard insulation or cover boards.) f Y o . sr + ` FiberTite Insulation Fasteners are engineered to secure approved insulation to heavy steel, wood and concrete roof decks. FTR Insulation Fasteners have a heavier shank and thread diameter ° f than most insulation fasteners. They are engineered with deep thread for high pull out resistance, extra sharp points for quick : installation and a CR-10 coating that exceeds FM 4470 �% - requirements for corrosion protection. Seaman Corporation requires the use of FTR Stress Plates & Fasteners for all mechanically attached insulation scenarios within FiberTite Roofing Systems. • a3 PHYSICAL DATA: FiberTite(14-10 Phillips Head)Insulation Fastener �r4 Material: Case hardened carbon steel Thread Diameter: 0.245 in.(0.62 cm) • Shank Diameter: 0.190 in.(0.48 cm) • Head Diameter: 0.435 in.(1.1 cm) Point Type: 30°Spade Point Pull-Out Load: 5001b.+(227 kg)22 ga.Steel Deck ' • � ..'fir.` i - ��; INTELLIGENT L. ,; r" ROOFING SOLUTIONS For more information on FiberTite Systems and Accessories please call:Seaman Corporation(800)927-8578,International(330)262-1111.www.fibertite.com FiberTite®is a registered trademark of Seaman Corporation. Elvaloy®is a registered trademark of DuPont. 0106 FtherTite® FTR 190 is a solvent-based contact adhesive, designed for bonding FiberTite membrane to pre-approved horizontal and vertical surfaces. •'w Compatible substrates include glass fiber-faced polyisocyanurate insulation,wood, masonry, and approved base sheets and cellular lightweight insulating concrete. See Seaman Corporation Guide Specification FTR-FA 98/Installation of Fully Adhered FiberTite Roofing System for specific application and gy. design parameters. FTR 190 is classified as a NitrilelPVC Polymer and hydroscopic in 4 nature.The adhesive is quick drying,necessitating proper planning, •^`"` placement and care to insure appropriate adhesion, especially :-,�-- during periods of high humidity. FTR 190 can be applied by either roller or spray at a coverage of approx.50 ft.2 net per gallon(12m2/liter).45 ft.2 per 1/2 gal to the substrate(1.1.m2/1/2 liter)and 55 ft.2 per 1/2 gal.(1.3 m2/1/2 liter) : 3 to the membrane.Actual coverage depends upon the porosity and I smoothness of the surface to be bonded. To insure proper application and curing of the adhesive, it is recommended that the outside air temperature be 40°F(4.4C)and - " rising. Spray or roll a smooth, even coat of the adhesive over the exposed bottom side of the FiberTite membrane and the mirrored area of the substrate, insuring 100% coverage.Allow the solvents in the adhesive to dissipate to the point that the adhesive is stringy to the touch. When sufficiently dry, carefully maneuver the glued portion of the FiberTite membrane onto the glued substrate. .1 � PHYSICAL PROPERTIES •-r-wte�rsa 'o w rs:« ;,, Color: Yellow Viscosity: 18,000-2400 cps Solid Wt.: 20%+/-2% Coverage: 50 ft.2/gal.(1.2 m2/liter)of bonded surface 705 gm/L Application: Brush,roller,spray �,.. Open/Cure Time: 10-15 min./Complete cure 2-3 weeks Shelf Life: 1 year,closed container Wt./Gal.: 74+101 lbs.(0.9 kg/liter)shipped in 5 gal.pails " t: a Vibelito INTELLIGENT ROOFING SOLUTIONS For more information on FiberTite Systems and Accessories please call:Seaman '' Corporation(800)927-8578,International(330)262-1111.www.fibertite.com k " FiberTite®is a registered trademark of Seaman Corporation. „ _ Elvaloy®is a registered trademark of DuPont. 0106 Seaman ibErr1t MATERIAL SAFETY DATA SHEET INTELLIGENT For Coatings Resins and Related Materials ROOFING SOLUTIONS MSDS NUMBER ISSUE DATE SUPERCEDES: PREPARED BY: MSDS FTR-190 5/23/06 All Previous N/A .. PRODUCT IDENTITY (as used on label and list): FTR-190 Bonding Adhesive Manufacturer/ Distributor EMERGENCY PHONE NUMBER(s) NAME: Seaman Corporation DAY: 330-262-1111 ADDRESS: 1000 Venture Blvd. NIGHT (CHEMTREC): 800-424-9300 ADDRESS: Wooster, OH 44691 INFORMATION: 330-262-1111 Trade Names or Synonyms: Bonding Adhesive HMIS Hazard Codes: none: extreme CAS Number: Mixture 0 -► 4 D.O.T. Hazard Class: Hazard Class 3 Health: 2 Proper Shipping Name: Adhesives Fire: 3 Packing Group II Reactivity: 1 Personal Protection: B UN #: UN1133 Ingredients Percent C.A.S. Exposure Limits VP Material Description by Weight Registry Number TSCA ACGIH/TLV OSHA/PEL mm HG METHYL ETHYL KETONE 45-70 78-93-3 Y 200.00 PPM 200.00 PPM 300.00 PPM TOLUENE 15-40 108-88-3 Y 50.00 PPM 200.00 PPM N/est Boiling Range: 175° F-232° F Vapor Density: Heavier than air Evap. Rate: Faster than n-Butyl Acetate Liquid Density: Lighter than water Volatiles: VOL not available Wgt. % 75 Wgt./Volume Measure: 7.2649 Appearance: Amber; typical odor Spec. Gravity: 0.87285 EPA Method 24 VOC: 652.7 g/L Photo Chem Reactive Only VOC: 652.7 g/L r, Flammability Class: IB Flash Point: 21° F TOC LEL %: 1.2 UEL %: 10.0 EXTINGUISHING MEDIA Foam, dry chemical, carbon dioxide, water spray or fog. SPECIAL FIREFIGHTING PROCEDURES Avoid breathing smoke. Use air supplied rescue equipment for enclosed area. Water tends to spread burning liquid if large amounts are used. UNUSUAL FIRE AND EXPLOSION HAZARDS Extremely flammable. Vapors may ignite explosively and/or cause flash fires. Eliminate sources of ignition. No smoking. Use adequate cross ventilation sufficient to remove odor of solvent and vapors. Electrically ground all containers during transfer. N/A FTR-190 Page 1 of 3 05-23-06 Permissible Exposure Level: See Section II Effects of Overexposure Inhalation: May cause nose or throat irritation. High concentrations may cause acute central nervous system depression characterized by headache, dizziness, nausea, and confusion. Eyes: May cause severe eye irritation and corneal damage. Skin: May cause dermatitis. May cause defatting and irritation of the skin. Ingestion: Can cause gastrointestinal irritation, nausea and vomiting. Aspiration of material into lungs may cause chemical pneumonitis which can be fatal. First Aid Inhalation: Move victim to fresh air. If breathing has stopped, give artificial respiration. Seek immediate medical attention. Skin: Wash with mild soap and water for 15 minutes. If irritation persists consult a physician. Eyes: Flush with water for at least 15 minutes and seek immediate medical attention. Ingestion: Do not induce vomiting. Seek immediate medical attention. Stability: ❑ Unstable ® Stable Hazardous Polymerization: D May occur El Will not occur Incompatibility: Strong oxidizing agents, strong acids and bases. Conditions to Avoid: Fire, sparks, static electricity. Hazardous Decomposition Products: Carbon monoxide, carbon dioxide. Steps to Be Taken in Case Material is Released or Spilled: Keep spectators away. Eliminate all ignition sources (flames, hot surfaces and sources of electrical, static or frictional sparks). Dike and contain spill with inert material (e.g. sand, earth). Transfer liquids to covered metal containers for recovery or disposal, or remove with inert absorbent. Use only non-sparking tools. Place absorbent diking materials in covered metal containers for disposal. Prevent contamination of sewers, streams and groundwater with spilled material or used absorbent. Waste Disposal Method: Dispose of in accordance with federal, state and local regulations. f1f Ill Respiratory Protection: If workplace exposure limit of product is exceeded, a NIOSH/MSHA approved air supplied respirator must be used in absence of proper environmental control. Engineering or administrative controls should be implemented to reduce exposure. Ventilation: Provide sufficient mechanical (general and/or local exhaust) ventilation to maintain exposure below PEL. Protective Gloves: Chemical resistant gloves. Eye Protection: Safety glasses. Face shield as necessary if spraying. Other Protective Equipment: Barrier cream for sensitive skin. FTR-190 Page 2 of 3 05-23-06 Precautions to be Taken in Handling and Storage: Keep container closed when not in use. Store at 60 - 95 degrees F and out of sun. Use adequate ventilation to avoid breathing vapor when cover is removed. Ground all equipment when handling flammable solvent-borne materials. Other Precautions: For professional or industrial use only. Follow label instructions. Keep out of the reach of children. Not for consumption. No smoking. Do not breathe fumes. Avoid contact with body. Turn off all pilot lights, flames, stoves, heaters, electric motors, welding equipment and other sources of ignition. Close all containers when not in use. Empty containers must not be washed and re-used for any purpose. Contact lens wearers take appropriate precaution. Wash hands thoroughly after handling. For spray applications, use only with approved spray equipment. For flammable products, vapors may cause flash fire or ignite explosively. To prevent buildup of vapors, use adequate ventilation (e.g. open all windows and doors to achieve cross-ventilation). Containers may be hazardous when empty. Never use welding or cutting torch on or near container. SARA Title III Section 313 This product contains the following toxic chemicals subject to the reporting requirements of section 313 of the Emergency Planning and Community Right to Know Act of 1986 and of 40 CFR 372: CAS# Chemical Name Percent by Weight 78-93-3 Methyl Ethyl Ketone 45-70 108-88-3 Toluene 15-40 PROP 65 (Teratogen) Warning:This product contains a chemical known to the state of California to cause birth defects or other reproductive harm. CAS# Chemical Name Percent by Weight 108-88-3 Toluene 15-40 N/A= Information or Data Not Available. OSHA= Occupational Safety and Health Administration NTP= National Toxicology Program PEL= Permissible Exposure Limit(8-hr.TWA) (OSHA) IARC= International Agency for Research on Cancer TLV=Threshold Limit Value (8-hr. TWA) (ACGIH) NIOSH= National Institute of Occupational Safety and Health STEL=Short Term Exposure Limit(15-min TWA) (OSHA) ACGIH= American Conference of Governmental Industrial Hygienists C= Ceiling Value This information is furnished without warranty, representation, or license of any kind, except that this information is accurate to the best of Seaman Corporation's knowledge, or is obtained from sources believed by Seaman Corporation to be accurate. No warranty is expressed or implied regarding the accuracy of this information or the results to be obtained from its use thereof. Seaman Corporation assumes no responsibility for injuries proximately caused by use of the material if reasonable safety procedures are not followed as stipulated in this Data Sheet. Additionally, Seaman Corporation assumes no responsibility for injuries proximately caused by abnormal use of the Material even if reasonable safety procedures are followed. Buyer assumes the risk in its use of the material. FTR-190 Page 3 of 3 05-23-06 Guide Specification For Installation OVEMechanjcallyAtiached _ _ o ROOFING SYSTEMS by Seaman Corporation FTR-MA 02 Revised-01/15/0? _as C If rib e rri 6 Seaman Corporation ROOFlNG SYSTEMS PART1-GENERAL ............... ........ . ........ ..... .................. . . ...... ..... . . . . . .. . . .4 1.01 DESCRIPTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4 A. Scope. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4 B. Special Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4 C. Special Design Considerations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4 D. Environmental Considerations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4 1.02 QUALITY ASSURANCE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4 1.03 SUBMITTALS . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4 1.04 DELIVERY&STORAGE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5 1.05 JOB CONDITIONS . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5 A. Safety . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5 B. Protection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5 C. Additional Precautions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5 1.06 COORDINATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6 1.07 WARRANTY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6 A. Inspections. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6 B. Available Warranties . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6 C. Maintenance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6 2.00 PRODUCTS ...... ...... .. ... . . ...... . . .......... . .. ... ....... ...... .. .. . .... . ........ . ... . . . .6 2.01 GENERAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6 2.02 MEMBRANE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6 A. ApprovedMembrane . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6 B. FlashingMembrane . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6 Table 1:Physical Properties ofFiberTite&FiberTite-XT Membrane . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7 C. Acceptable substrate(s). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8 2.03 RELATED MATERIALS"BY SEAMAN" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8 A. FTRAdhesives . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8 B. FTR#201 Mastic . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8 Table 2:FTR Adhesive rates for common substrates. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8 C. FTR#101 Sealant . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9 D. FTR-SLI Sealant . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9 E. Fiber CladMetal. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9 F. FTR-Pre-Molded Flashing s 9 C. FTR Non-Reinforced Membrane . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9 H. FTR-Tuff Track Walk Way&Protection Pads . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9 I. FTR P3B Slip Sheet . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9 I FTR Reco very Board . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9 K. FTR-Fasteners . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9 L. FTR-MA GNUM Series Barbed Stress Plates. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9 M. FTR-Insulation Stress Plates . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . .9 N. FTR-Termination Bar. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9 0. Fiber Tire Metal Fascia System . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9 P. FTR-Value Insulation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9 Q. FTR-301 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9 R. FTR-401 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9 2.04 RELATED MATERIALS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .10 A. WoodNailers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .10 B. Vapor Retarder. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 C. Insulation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .10 D. Adhesive(s) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .10 Revised:01/15102 FTR-MA 02-2 !� FberT Seaman Corporation ROOFlNG SYSTEMS 3.00 EXECUTION ..... . . . . . ........ ....... ........................ ............ ...... ....... .....11 3.01 GENERAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .11 3.02 SUBSTRATE PREPARATION (GENERAL) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .11 3.03 SUBSTRATE PREPARATION (NEW CONSTRUCTION) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .11 A. Steel Deck . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .11 B. Structural Concrete(Poured and/or Pre-cast) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .11 C. Wood . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . .12 D. Cementitious Fiber. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .12 E. Poured Gypsum Concrete. ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .12 F. Lightweight Cellular"Insulating Concrete . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .12 3.04 SUBSTRATE PREPARATION (RE-ROOFING) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .13 A. General. . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . .13 B. Removal ofExisting Roof System(s) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .13 C. Re-cover of Existing Roof System(s) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .13 D. Steel and Wood Decks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .13 E. Concrete, Gypsum and Cementitious Fiber . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .13 F. Lightweight Insulating"Concrete . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .13 3.05 WOOD NAILERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . .14 3.06 ROOF INSULATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .14 A. General. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .14 B. MechanicallyAttached . . .. . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .14 C. Adhered. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .14 3.07 INSTALLATION OF FIBERTITE MEMBRANE . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . .15 A. Quality Control . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . .15 B. General. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .15 CMembrane.. . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .15 D. Membrane Attachment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .15 PHot Air Welding . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .16 F. Inspection . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .17 3.08 FLASHING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .17 3.09 METAL FLASHING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .17 F. Roof Drains. . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .18 G. Pitch Pans . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .18 3.10 EXPANSION JOINTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .18 3.11 SEALANTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .18 3.12 TEMPORARY SEALS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .18 3.13 WALKWAYS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .18 B. Walkway Installation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .18 C Protection Pad Installation . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .19 3.14 LIGHTNING PROTECTION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .19 3.15 COMPLETION . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .19 3.16 WARRANTY INSPECTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .19 Revised.'01/15/02 FTR-MA 02-3 !! ribrr Seaman Corporation ROOFING SYSTEMS Seaman Corporation Guide Specification for Installation of Mechanically A ttached FiberTite Roofing Systems PART 1 - GENERAL D. Environmental Considerations 1.01 DESCRIPTION 1. Severe environmental exposure, e.g. coastal or A. Scope high wind area(s),which may require enhanced mechanical attachment. Furnish and install membrane roofing, by mechanically attaching a FiberTite E.I.P. 2 Chemical discharge not listed on the Roofing System as manufactured and supplied Seaman/FiberTite chemical resistance by: publication. Seaman Corporation 3. Do not apply flashing adhesives in conditions 1000 Venture Blvd.,Wooster, Ohio 44691 such as fog,dew,rain or snow,or when frost Telephone: 1-800-927-8578 occurs on the surfaces of the membrane or Fax: 1-800-649-2737 substrate. B. Special Conditions 4 Compliance with EPA and OSHA 1. This specification is to be applied,without requirements as published by local, state variation, to only those building roofs that and Federal authorities. have decking of sufficient structural integrity, 1.02 QUALITY ASSURANCE capable of supporting a mechanically attached single ply roof system according A. FiberTite Roofing Systems shall be installed to the guidelines set forth herein, only by a roofing contractor, authorized by 2. All applications require review by FiberTite Seaman Corporation (herein after referred to as Technical Customer Services(FTCS)before Seaman) prior to bid and/or contract award. any modification of this specification is valid. B. Roofing contractor's key personnel shall have 3. Seaman Corporation FiberTite Request been trained by Seaman. For Warranty Form (FTR-WRF),must be completed,signed by an authorized roofing C. FiberTite Roofing Systems shall be installed in contractor, submitted to and approved by accordance with current specifications and details FTCSbefore any consideration for warranty as amended and/or authorized by FTCS. and/or the release of any materials can be authorized. D. There shall be no deviations from approved contract specifications or shop drawings without C Special Design Considerations prior written approval by the owner/owner 1. An engineering study, indicating that the representative and FTCS. structure is unable to accommodate E. Unauthorized deviations may subject the roof additional live and/or dead loads. system to warranty ineligibility. 2. Mechanical fastener withdrawal resistance F. Upon completion and certification by the (pull-out) tests must be conducted as a means of determining the suitability and contractor that a quality installation has been subsequent acceptability of the deck for completed in accordance with the contract proper mechanical attachment of roof specifications, a quality assurance inspection of insulation and FiberTite Membrane. the roof system shall be performed by FTCS for acceptance and approval of appropriate 3. Moisture conditions in existing roof(s) warranty. which would prohibit a successful recover. 1.03 SUBMITTALS 4. Coal tar recover and/or direct contact with bituminous materials. A. The following information shall be submitted to 5. Ponding and/or water retention must be FTCS for review before warranty consideration considered when calculating the dead and or acceptance can be confirmed. live loads for the structure. 1. Complete copy of project architectural 6. Roof areas subject to heavy or excessive specifications or authorized applicator's mechanical traffic. proposal outlining design parameters. Revised:01/15/02 F 1 R-1MIA 02-4 !! write Seaman Corporation ROOFING SYSTEMS 2. Complete list of accessories or materials not D. Insulation shall be stored on pallets, fully manufactured or expressly authorized for use protected from moisture with tarpaulins. in FiberTite literature. (Manufacturer's packaging is not considered adequate protection from moisture.) 3. Dimensioned outline of the roof indicating all FTR-Detail references. E. Adhesives and sealants shall be safely stored 4 Dimensioned shop drawings illustrating between 50°F and 80°F. non-FiberTite details. Details that do not F. Flammable materials shall be stored in a cool, conform with standard FiberTite details dry area away from sparks and open flames. shall be returned with appropriate Follow all precautions as outlined in recommendations. manufacturer's Material Safety Data Sheets. B. At the time of contract award, the authorized G. Materials, having been determined by the roofing contractor shall submit to the owner/owner's representative to be damaged, owner/owner's representative the following: shall be immediately removed from the 1. Most recent published technical literature construction site and replaced at no cost to the and specifications issued by FTCS. owner. 2. Sample warranty and letter from Seaman, 1.05 JOB CONDITIONS authorizing the roofing contractor. A. Safety 3. Roofing Contractor's approved copy of submittal form FTR-WRE 1. Take all necessary precautions regarding 4. Dimensioned shop drawings, including roof worker health and safety when using solvents and adhesives. plan detailing perimeter enhancement, flashing methods, terminations and 2. Store flammable liquid and materials away acceptance by FTCS. from open sparks,flames and extreme heat. 5. Written approval by the insulation 3. Take necessary precautions when using solvents manufacturer for the use and suitability of and adhesives near fresh air intakes. their product(s) in the proposed system. 6. Written approval from FTCS confirming 4. Comply with all OSHA requirements for construction. any accessories submitted,not manufactured or expressly approved in FiberTite literature 5 Daily site cleanup shall be performed to are acceptable and compatible with the minimize debris and hazardous congestion. proposed FiberTite Roofing System. B. Protection 7 Material Safety Data Sheets (MSDS) relating to all products, chemicals and solvents. 1. Schedule installation sequence to limit Certification that the system specified 8. access and utilization of the newly installed complies with all identifiable building code membrane for material storage, construction and insurance requirements. staging, mechanical and/or excessive foot traffic. 1.04 DELIVERY&STORAGE 2. Provide proper protection on newly A. Deliver all materials to the job site in completed roofing. manufacturer's original,unopened containers,with legible labels and in sufficient quantity to allow 3. Protect building walls, rooftop units, for continuity of work. windows and other components during installation. B. Select and operate material handling equipment in a safe manner, guarding against damage to C AdditionalPrecautions existing construction or newly applied roofing and conforming to manufacturer's recommendations 1. Daily production schedules of new roofing of handling and storage. shall be limited to only that which can be C. All rolls of membrane shall be stored, lying made 100%watertight at the end of the day, down,elevated above the roof deck and completely including all flashing and night seals. protected from moisture with tarpaulins. (The 2. All surfaces to receive new roof system, polyethylene wrappers on the rolls do not provide including insulation and flashing, shall be adequate moisture protection during roof-top free from all dirt,debris and be thoroughly dry. storage.) Revised.'01/15/02 FTR-MA 02-5 riber Seaman Corporation ROOFING SYSTEMS 3. Adverse weather conditions, e.g. extreme 2. Standard Warranty provides the building temperature,high winds,high humidity and owner protection against the cost of repairing moisture,could have a detrimental effect on leaks as a direct result of either defects in flashing adhesives, general production or the the membrane or the workmanship involved quality of the finished installation. Contact in its installation for a period of ten (10) FTCS for recommendations and acceptable years.There is a nominal premium. tolerances. 4. Comply with local EPA requirements as 3. Extended Warranty provides the building published by Local, State and Federal owner protection against the cost of repairing authorities, leaks as a direct result of either defects in the membrane or the workmanship involved 5. All construction debris shall be removed in its installation beyond the ten years offered from the construction site and legally in 1.07 B2.There is an additional premium. disposed of off site. 1.06 COORDINATION C. Maintenance A. Prior to installation of materials, a pre-roofing Along with the issuance of the warranty, a set conference will be held with the authorized of instructions shall be included detailing roofing contractor, Seaman representative and preventative maintenance and noting a list of owner/owner's representative(s) to discuss the harmful substances which may damage the specified roofing system, its proper application FiberTite roofing membrane. and the expectations of all parties involved.The authorized roofing contractor and the 2.00 PRODUCTS owner/owner's representative shall notify all parties a minimum of fourteen days prior to the 2.01 GENERAL meeting. B. Plan and coordinate the installation of the roofing A. All products and components for the mechanically attached FiberTite Roofing System system with other trades in such a manner to shall be supplied by Seaman. avoid membrane damage,keeping the complete installation weather-tight and in accordance with B. Components other than those manufactured all approved details and warranty requirements. and/or supplied by Seaman shall be submitted C. FTCSshall be available to make recommendations for review,prior to ordering.Any product(s) not necessary to insure compliance with project specifically authorized in writing for the project specifications and shall be responsible for by Seaman shall be considered unacceptable and recommending any specification alternatives due their performance excluded from the warranty. to unforeseen job conditions. 1.07 WARRANTY 2.02 MEMBRANE A. Inspections A. ApprovedMembrane A FiberTite Technical Customer Service Roofing membrane shall be nominal 0.036 inch Representative shall inspect the completed thick or 0.045 inch thick ethylene interpolymer FiberTite Roof installation,and upon acceptance, (EIP) alloy, reinforced with knitted polyester Seaman shall issue the specified warranty,subject fabric as manufactured by Seaman Corporation, to the terms and conditions of the sample under the trade name FiberTite or FiberTite-XT warranty and contract documents. respectively,conforming to the following physical B. Available Warranties properties as outlined in Table 1 of this Seaman Corporation offers the following specification. FiberTite Roofing System warranties: B. Flashing Membrane 1. Material Warranty provides the building owner protection against the cost of repairing Nominal 0.036 inch FiberTite or 0.045 inch defects in the membrane only.This warranty FiberTite XT shall be used for all membrane is offered at no cost to the owner. flashing requirements. Revised.'01/15/02 FTR-MA 02-6 ribfe Seaman Corporation ROOFING SYSTEMS Table I:Physical Properties ofFiberTite&FiberTite-XT Membrane MATERIAL TEST PRODUCT DATA PROPERTY METHOD (s) FiberTite FiberTite-XT Fabric -Type ASTM D 751 Polyester Polyester -Weight (oz) 5.0 6.5 Thickness (nominal) ASTM D 751 (inches) 0.036 0.045 Breaking Strength ASTM D 751Grab (lbs) 375 x 350 550 x 500 Tensile Strength ASTM D 882 (psi) 8500 9500 Elongation ASTM D 751 (%) 20 x 30 20 x 30 Seam Strength ASTM D 751Grab (%) 100 100 of Breaking Strength Tear Strength ASTM D 751 (lbs.) 100 125 Puncture Resistance Fed. Std. 101B/(lbs) 250 300 Dynamic Puncture ASTM D 5635 (J) 15 23 (ft- lbf) 11.06 16.96 Static Puncture ASTM D 5602 (33 lbf) Pass Pass Water Vapor Transmission ASTM E-96 Proc. A 1.3 1.3 (gm/m2/24hrs) Water Absorption ASTM D 471 (%) 5.0 5.0 one side exposure Dimensional Stability ASTM D 1204 (%) 0.5 0.5 Low Temperature Flexibility ASTM D 2136 (F) -30 -40 Shore "A"Hardness ASTM D 2240 80 80 Hydrostatic Resistance ASTM D 751 A (psi) 500 500 Accelerated Weathering ASTM G155 Xenon Arc 10,000 hrs Cracking or Crazing none none ASTM G 154 QUV Cracking or Crazing none none Coating Adhesion ASTM D 751 cannot peel cannot peel Fungi Resistance ASTM G 21, 28 days no growth no growth Oil and Hydrocarbon MIL-C 20696C Resistance Swelling, Cracking or Leaking none none Revised-01/15/02 FTR-MA 02-7 Seaman Corporation ROOFlNG SYSTEMS C Acceptable substrates) 3. FTR-390Adhesive 1. Authorized,rigid insulation or cover board. A rubberized/asphalt water based emulsion Preliminary attachment of rigid insulation adhesive, one side application (substrate is required by mechanical fixation or adhering only), designed for bonding FiberTite-FB in approved adhesive. (fleece back) membrane to clean and dry, pre-approved horizontal substrates. (See 2. Structural Concrete,insulated or non-insulated.* FTR-FB 02 for more information on 3. Insulated Steel Decking. FiberTite-FBRoofingSystems) 4. Existing, smooth surfaced,bituminous roof 4. FTR-490Adhesive or existing single-ply roof membrane.* A polymeric waterborne, VOC compliant, 5. Existing, aggregate surfaced,bituminous roof bonding adhesive, one side application with authorized insulation or cover board. (substrate only), designed for bonding FiberTite-FB (fleece back) membrane to 6. Exterior grade plywood; insulated or clean and dry, pre-approved horizontal non-insulated.* substrates. (See FTR-FB 02 for mare 7 Cementitious fiber or gypsum, insulated or information on FiberTite-FBRoofing Systems non-insulated. B. FTR#201 Mastic 8. Cellular,lightweight insulating concrete.* A trowel grade elastomeric sealant, one side application (substrate only) designed to adhere * A slip sheet or separation layer may be FiberTite membrane to clean and dry, required.The necessity of including and/or pre approved vertical surfaces. the selection of an appropriate slip sheet will be determined by the surface texture of the substrate, environmental and/or fire Table 2 :FTR Adhesive rates for common substrates. classification requirements of the project Membrane Adhesive Substrate Rate roof assembly. 2.03 RELATED MATERIALS"BY SEAMAN" FiberTite FTR-190 FiberTite 1.0 gal/l00 ft2 The following product(s)/material(s) shall be supplied FiberTite FTR-190 Glass facer 1.2 gal/100 ft2 by Seaman Corporation. FiberTite FTR-190 Base sheet 1.0 gal/100 ft2 A. FTRAdhesives FiberTite FTR-190 Masonry 1.2 gal/100 ft2 Adhesives,supplied by Seaman Corporation have been specially formulated for FiberTite Roofing FiberTite FTR-190 Wood 1.0 gal/100 ft2 Systems.Application technique and coverage rates will vary according to substrate and environmental FiberTite FTR-201 Masonry 4.0 gal/100 ft2 conditions.See Table 2 for average coverage rates on common substrates. For information regarding FiberTite FTR-201 Wood 3.3 gal/100 ft2 additional/approved substrates and coverage, FiberTite-FB FTR-290 Glass facer 1.2 gal/100 ft2 contact FTCS. 1. FTR-190BondingAdhesive FiberTite-FB FTR-290 Base sheet 1.0 gal/100 ft2 A solvent based, contact type, (two sided) FiberTite-FB FTR-290 Cellular lt.wt. 1.2 gal/l00 ft2 bonding adhesive, designed for bonding FiberTite membrane to clean and dry, FiberTite-FB FTR-390 Glass facer 1.7 gal/100 ft2 pre-approved horizontal or vertical substrates. FiberTite-FB FTR-390 Base sheet 1.5 gal/100 ft2 2. FTR-290Adhesive FiberTite-FB FTR-390 Cellular lt.wt. 1.5 gal/100 ft2 A solvent based adhesive,VOC compliant,one sided application (substrate only), designed for FiberTite-FB FTR-390 Smooth BUR 1.5 gal/100 ft2 bonding FiberTite-FB (fleece back membrane to clean and dry, pre-approved horizontal FiberTite-FB FTR-490 Glass Facer 1.0 gal/100 ft2 substrates. (See FTR-FB 02for more information on FiberTte-FB Roofing Systems) FiberTite-FB FTR-490 Cellular lt.wt 1.0 gal/100 ft2 Revised:01/15/02 FTR MA 02-8 �� rber ite RooFlN� Seaman Corporation S C. FTR#101 Sealant 4 FiberTite NTB-1H A one-component gun-grade polyurethane To secure insulation, base sheet and/or sealant to seal flashing termination, membrane to gypsum and cementitious fiber D. FTR-SL1 Sealant decks.Threaded,glass-filled nylon fastener, with locking wire barbs. A one-component pourable, self leveling, polyurethane sealant to fill "pitch pans." 5 FiberTite Peel Rivets E. Fiber Clad Metal To secure insulation, base sheet and/or To fabricate metal flashing, 4' x 10' sheets of membrane to steel, wood, cement fiber, 24 gauge hot dipped G-90 steel,laminated with tectum, fiberglass and lightweight plank a 0.020 mil polymeric coating. decks. Threadless, high magnesium aluminum alloy fastener. F. FTR-Pre-Molded Flashing(s) 6. FiberTite BSFasteners Injection molded vent stack and inside/outside corner flashing,using FiberTite EIP compound. Coated fastener and stress plate to secure C. FTRNon-ReinforcedMembrane base sheet to gypsum and cellular lightweight insulating concrete decks. Field fabrication membrane, 0.060 mil non-reinforced EIP membrane. L. FTR AM CNUMSeries Barbed Stress Plates H FTR-Tuff Track Walkway&Protection Pads Used to anchor membrane,are 2.5 in.x 1.5 inch High grade walkway/protection material with rectangular in dimension with 0.75 in. radial "slip resistant" design. See FTR-DM1 for corners, manufactured from 18 gauge AZ-50 attachment guidelines. galvalume steel with a 0.250 inch diameter hole in its center.The plate has a raised reinforcement I. FTRP3BSlipSheet area and eight"barbs." A 3 oz., UV stable, non-woven polypropylene M. FTR-Insulation Stress Plates fabric to be used for membrane divorcement (slip sheet) over reasonably smooth new or Used to secure insulation to steel, wood and existing structural substrates. structural concrete decking. Manufactured from J. FTR Recovery Board high density polyethylene, 3 inch in diameter, designed with a self locking mechanism to secure A 3/8 inch thick recovery board/underlayment the head of the FTR fasteners into the plate. consisting of an extruded polystyrene core with integral plastic facer on both sides. Cut-fold N. FTR-Termination Bar design.See FTR-D14 for attachment guidelines. Membrane flashing(s)restraint/termination seals, K. FTR-Fasteners nominal 1/8" x 1" x 10' 6060-T5 extruded 1. Fiber TiteMAGNUMSeries aluminum bar with pre-punched slots, 8" o/c. To secure FiberTite to steel, wood and O. FiberTiteMetalFasciaSystem structural concrete decks.A#15-13, buttress Two piece "snap-on" pre-formed, aluminum threaded, #3 Phillips head fastener constructed of case hardened carbon steel metal edge system. with a reduced diameter drill point and p FTR-Value Insulation Sentri XP corrosion resistant coating. 2. FiberTite HD Series Polyisocyanurate and extruded polystyrene flat or tapered insulation. To secure insulation to steel, wood and structural concrete decks. Heavy duty Q. FTR-301 threaded steel,#3 Phillips truss,self tapping corrosion resistant fastener. Urethane-Asphalt insulation adhesive that is ribbon applied. 3. FiberTite CD-10 Spike R. FTR-401 To secure insulation and membrane(s) to structural concrete decks. Hard carbon steel, Urethane insulation adhesive that is ribbon applied. hammer-in, non-threaded fastener. Revised:01/15/02 FTR-MA 02-9 riber" Seaman Corporation ROOFING SYSTEMS 2.04 RELATED MATERIALS 5. If requested, insulation manufacturer shall provide to the building owner a written A. Wood Nailers statement, with a copy to Seaman, that 1. Wood shall be No. 2 or better southern specifically expresses warranty conditions for yellow pine, kiln dried, wolmanized, the successful installation and performance conforming to Federal specification TT-550, of their insulation. TT-W-517 and American Wood Preservers D Adhesive(s) Institute Standard LP-2. Creosote or asphaltic type preservatives are not (For Preliminary Insulation Attachment� acceptable. 1. General 2. Wood nailers shall not exceed a maximum a. Adhesive manufacturer shall certify, in moisture content of 19%by weight on a dry writing,that the specified adhesive meets weight basis. identifiable code requirements, is B. Vapor Retarder compatible with the insulation and vapor retarder (if applicable) and is 1. The decision regarding the inclusion of a approved for its intended use. vapor retarder within the mechanically attached roof system shall fall within the b. Adhesive shall be listed and approved responsibility of the design professional. by Factory Mutual Research in Consult N.R.C.A. bulletins for appropriate conjunction with the specified insulation guidelines, and specific substrate. 2. Vapor retarders for use in a mechanically c. Adhesive shall exceed FM requirements attached roof system shall comply with for 1-90 uplift for individual substrate identifiable code and/or insurance and insulation combinations. requirements. d Adhesive manufacturer shall provide 3. The vapor retarder manufacturer shall certify, written specifications regarding the safe in writing, that the specified vapor retarder handling,storage and surface preparation meets identifiable code requirements and is for a quality application of the product. approved for its intended use. C. Insulation e. Adhesive manufacturer shall provide applicable adhesion warranty to Seaman 1. Insulation or cover board shall be installed, for the performance of their product. where specified and/or required to provide a f All adhesives shall be pre-approved by suitable surface for mechanically attaching the FiberTite Roofing System and/or meet Seaman. desired thermal values. 2. HotAsphalt 2. Insulation manufacturer shall certify, in writing, that the insulation meets all a. Asphalt shall be Type III steep asphalt, ASTM D-312. identifiable code requirements, and is approved for its intended use. b. Insulation manufacturer shall certify, in writing, that the specified insulation 3. Acceptable products must be pre-approved meets identifiable code requirements in writing by Seaman and comply with the when installed with hot asphalt, is following minimal characteristics and compatible with and approved for classification(s), installation in hot asphalt. a. FM approved rigid insulation meeting Class A 1-90, for fire and wind C. All projects utilizing hot asphalt for insulation securement require written h. UL Classification: Class A authorization, prior to the bidding c. Density: 2.0 pcf. minimum process,by Seaman Corporation. d Meet requirements of Federal 3. Polyurethane a. Adhesive shall be either a dual or single Specification HH-I-1972/2 1. Pre-ApprovedProducts component polyurethane adhesive, dispensed from a portable pressurized a. FTR-Value container or traditional foam equipment. Revised:01/15/02 `TR-MA 02-10 'A, riberits Seaman Corporation ROOFING SYSTEMS b.. Pre-Approved Products D. Prepared substrate shall be smooth, dry, free of debris and/or any other irregularities which would I.Insta Stik; Flexible Foam Products interfere with the proper installation of the 2.ER Low Rise Adhesive; ERSystems mechanically attached FiberTite Roofing System. 3.OlyBond;Olympic Manufacturing Group E. Do not proceed with any part of the application until all defects and preparation work have been 4. Urethane and Urethane-Asphalt corrected and complete. a. Adhesive shall be single component, 3.03 SUBSTRATE PREPARATION(New Construction) non-solvent, elastomeric, urethane or urethane-asphalt adhesive respectively, A. Steel Deck specifically designed for bonding roof 1. Steel decking should conform to Factory insulation to structural roof decks, base Mutual (FM) guidelines for Class-1 sheets, other insulation boards or insulated steel deck construction. smooth surfaced BUR. 2. Steel decking should be constructed of a b. Pre-Approved Products minimum 22 gauge cold rolled steel sheets 1.FTR-401 with factory G-90 galvanized coating. 2.FTR-301 3. Panel profiles (ribs) shall be formed to minimize deflection and provide suitable 3.00 EXECUTION strength and integrity to support anticipated structural live and dead loads. 3.01 GENERAL 4. Steel decking shall be installed in compliance A. The authorized roofing contractor shall be with specified design criteria and local responsible for providing a suitable substrate building code requirements. surface for the proper installation of the • mechanically attached FiberTite Roofmg System, 5 Fastener withdrawal tests shall be performed roof insulation and specified components. on all "Non-FM Approved" steel decking, (decking less than 22 gauge) to determine B. Application of Seaman/FiberTite materials suitability and appropriate fastener patterns constitutes an agreement that the authorized for the new mechanically attached FiberTite roofing contractor has inspected and found the Roofing System. substrate suitable for the installation of the FiberTite Roofing System. B. Structural Concrete(Poured and/or Pre-cast) C. The authorized roofing contractor shall be 1. Decking shall be installed in strict responsible for coordinating the installation to conformance with industry standards, insure that the system remains watertight at the practices and/or pre-cast panel manufacturer's end of each working day. installation requirements. 3.02 SUBSTRATE PREPARATION (General) 2. Decking should be installed to provide positive slope and subsequent positive A. The roofing contractor shall be responsible for drainage of the new mechanically attached verifying that the deck condition and/or existing FiberTite Roofing System. roof construction is suitable for the specified installation of the mechanically attached 3. Finished decking shall be properly cured FiberTite Roofing System. and dry,prior to the installation of approved insulation. B. Seaman requires fastener withdrawal values (pull out tests) on all re-roofing projects to verify the 4. Finished surface(s)to receive new roof system suitability of decking to accept a mechanically shall be smooth and level without significant attached roof system. surface depressions or irregularities. Camber differentials greater than 3/16 inch must be C. Examine surfaces for inadequate anchorage,low leveled using a cementitious grout. areas that will not drain properly, foreign material, ice, wet insulation, unevenness or any other 5. Finished surfaces shall be free of moisture, defect which would prevent the proper execution dust,loose debris and any other irregularity and quality application of the mechanically that may hinder the proper performance of attached FiberTite Roofing System as specified. the new mechanically attached FiberTite Roofing System. Revised:01/15/02 r TR-MA 02-11 Seaman Corporation ROOFING SYSTEMS C. Wood 4. Finished decking shall maintain a minimum thickness (not including the form board) of 1. Wood decking should conform to Factory 2 inches. Mutual (FM) guidelines for Class-1 impregnated wood decking. 5. Fastener withdrawal tests shall be performed on all gypsum decking to determine 2. Wood decking should be constructed of a suitability and appropriate fastener patterns minimum 2 inch thick wood plank or for the new mechanically attached FiberTite minimum 3/4 inch plywood. Roofing System. 3. Wood decking should be sound, well 6. Finished surfaces shall be free of exposed seasoned or kiln dried and of proper thickness reinforcing mesh,moisture,dust,loose debris to accommodate design loads (including wind and any other irregularity that may hinder up-lift) according to specified design criteria the proper performance of the new and/or local building code requirements. mechanically attached FiberTite Roofing System. 4. Wood decking should be installed to provide positive slope and subsequent positive F Lightweight`Cellular"Insulating Concrete drainage of the new mechanically attached 1. Lightweight "Cellular" insulating concrete, FiberTite Roofing System. herein after referred to as "lightweight 5 Fastener withdrawal tests shall be performed concrete," shall be installed by trained on all "Non-FM Approved" wood decking applicators, approved in writing by the (wood plank less than 2 inches thick or Lightweight Manufacturer. plywood less than 3/4 inch thick) to determine 2. Lightweight concrete shall be installed in suitability and appropriate fastener patterns strict accordance the manufacturer's for the new mechanically attached FiberTite installation requirements and standard Roofing System. industry practices. D. Cementitious Fiber 3. The finished lightweight concrete installation shall exhibit an oven dry density of a nominal 1. Molded panels shall be installed in strict 30 pounds per cubic foot and a minimum accordance with the manufacturer's compressive strength greater than 200 psi. installation requirements. 4. The lightweight concrete should be installed 2. Decking should be installed to provide to provide positive slope and subsequent positive slope and subsequent positive positive drainage of the new mechanically drainage of the new mechanically attached attached FiberTite Roofing System. FiberTite Roofing System. 5. Finished lightweight concrete shall be a 3. Vertical alignment between adjacent panels minimum thickness of 2 inches, properly shall provide a uniform substrate. Alignment cured and dry,prior to the installation of the differences shall be no greater than 1/8 inch new mechanically attached FiberTite and shall be leveled with cementitious grout. Roofing System. 4. Fastener withdrawal tests shall be performed 6. Finished surface(s) shall be treated per on all cement fiber decking to determine manufacturer's recommendations to insure suitability for and appropriate fastener uniform curing and surface hardness. patterns for the new mechanically attached 7 Finished surface(s) shall be free of FiberTite Roofing System. depressions,moisture,dust,loose debris and E. Poured Gypsum Concrete any other irregularity that may hinder the proper installation and performance of the 1. Gypsum decks shall be installed in strict new mechanically attached FiberTite accordance with standard industry practice, Roofing System. the manufacturer's installation requirements g Mechanically attached FiberTite Roofing and local building code requirements. Systems installed over lightweight concrete 2. Decking should be installed to provide shall be attached into the supporting positive slope and subsequent positive structural decking. drainage of the new mechanically attached 9. Fastener withdrawal tests shall be performed FiberTite Roofing System. on all lightweight concrete decks to determine 3. The gypsum fill shall be reinforced with suitability and appropriate fastener patterns wire mesh at a proper depth within the fill, for the new mechanically attached FiberTite Roofing System. 1 1 1_1-1 A V2-1 2 Revised'01/15/02 'A, ribrr"t'e Seaman Corporation ROOFING SYSTEMS 3.04 SUBSTRATE PREPARATION (Re-Roofing) D. Steel and Wood Decks A. General 1. All rotted and/or deteriorated decking shall be removed and replaced with like kind. 1. Roofing Contractor shall be responsible for 2. Areas of structurally acceptable steel decking informing the building owner/owner exhibiting slight surface rust shall be properly representative with regard to the condition cleaned,primed and painted prior to installing and structural integrity of the existing decking. the approved insulation. 2. The building owner/owner representative 3. All decking shall be inspected for proper attachment and excessive deflection that shall make and be responsible for the would compromise the uplift performance determination as to the proper method of of the new mechanically attached FiberTite treatment and/or replacement. Roofing System. 3. Re-roofing applications require fastener 4. Attachment and deflection deficiencies shall withdrawal be repaired and brought into compliance with tests to substantiate proposed attachment current,local building code requirements. patterns for the new mechanically attached FiberTite Roofing System. E. Concrete, Gypsum and Cementitious Fiber 4 Re-roofing applications that require 1. Deteriorated decking shall be repaired and/or replaced with appropriate materials modification to the deck and/or insulation according to standard industry regulations system should be installed to provide positive and practices. slope and subsequent positive drainage of the new FiberTite Roofing System. 2. Repair any depressions and/or areas where reinforcing has become exposed. B. Removal ofExistingRoofSystem() 3. When new insulation system is to be installed using hot asphalt or an approved adhesive: 1. Remove all existing roofing material(s), insulation, flashing, metal and deteriorated a. Cracks and or camber differentials greater than 3/16 inch shall be repaired using wood blocking and legally dispose of off-site. an appropriate cementitious grout or 2. Remove only enough roofing to accommodate fill,and feathered to promote a smooth transition. the days'work and ensure the exposed area can be made 100%watertight at the end of the day b. Joints between pre-stressed,panel units or first sign of inclement weather. and over bulb-tees shall be either taped, stripped or grouted with an appropriate C. Re-cover ofExistingRoofSystem() cementitious fill. c. All surface irregularities shall be leveled 1. Remove all loose aggregate and debris by to insure a minimum of 85% contact power broom and/or vacuum and legally with the decking for insulation bonded disposed of off-site. in hot asphalt or approved adhesives. 2. Remove and replace all wet or deteriorated 4. Where insulation is to be mechanically attached, camber differentials and/or surface insulation and wood blocking. irregularities of up to 1/2 inch shall be 3. Clean all exposed metal surfaces such as pipes, acceptable. pipe sleeves, drains, duct work, etc., by F Lightweight Insulating"Concrete removing loose paint,rust and any asphalt or 1. All saturated lightweight shall be removed coal tar pitch of any kind. Remove and and replaced with appropriate and/or discard lead sleeves at soil stacks. compatible material. 4. If the existing roof is coal tar pitch or has 2. Surface to receive new mechanically attached been repaired with coal tar pitch or has been FiberTite Roofing System shall be smooth re-saturated with coal tar pitch, a minimum and free of ridges depressions and other 10 mil polyethylene "pitch vapor" retarder irregularities. will be required. 3. Repair any depressions, irregularities and/or excessive deflection with compatible material. Revised-01/15/02 FTR-_ A 02-13 F, Fier Seaman Corporation ROOFlNG SYSTEMS 3.05 WOOD NAILERS 5. At the end of each working day, provide a watertight cover on all unused insulation to A. Install treated lumber at the same heights as avoid moisture penetration. insulation layer or adjacent construction±1/4 in. Continuous treated wood nailers are to be installed B. MechanicallyAttached Insulation at all perimeters, around roof projections and Preliminary attachment shall include four (4) penetrations as shown in approved details. In fasteners for any insulation board(s) with any re-cover applications, the surface under the wood dimension less than or equal to 4 ft.and not less nailers shall be FREE OF ALL GRAVEL and than six (6) fasteners for any insulation board shall be as even as possible. with any one dimension greater than 4 ft. B. Where wood nailers are installed directly on the C Adheredlnsulation substrate,the substrate shall be carefully examined It may be possible to utilize adhesives for the to confirm that the entire area provides a suitable preliminary attachment of the insulation layer(s). fastening surface.All defects shall be repaired by The insulation manufacturer must recommend the appropriate trade prior to installation, and approve the specific insulation board and C. Nailers shall be at least 3-1/2 in.wide,installed adhesive in writing prior to Seaman granting and anchored in such a manner to resist a force approval for this method of preliminary of 250 lbs. per linear foot of wood blocking in securement. any direction. 1. HotAsphalt D. Nailers along parapets,curbs and expansion joints a. Insulation shall be set into a continuous are recommended for insulated decking. Consult flood coat of hot Type III steep asphalt FiberTite Construction Details or FiberTite applied to compatible substrate or Technical Customer Services for optional/ properly attached base sheet/vapor alternate membrane termination/securement retarder at a minimum application rate methods. of 30 lbs per 100 sq.ft. 3.06 ROOF INSULATION b. Insulation shall be fully bonded to the substrate with a maximum board size of A. General 4 ft.x 4 ft. 1. Roof insulation shall be installed where by c. Insulation shall be laid in such a manner the long dimension of the insulation panel(s) to avoid squeezing hot asphalt between run in parallel alignment and the short insulation joints. Exposed asphalt will dimension of the insulation panel(s) are require appropriate separation layer(s) staggered. prior to installing the new mechanically 2. Insulation panels shall be installed with attached FiberTite Roofing System. minimum joint dimensions and shall be 2. Urethane,Polyurethane or Urethane-Asphalt tightly butted, where possible. Maximum a. Follow all manufacturer's guide lines for joint widths shall be 3/8 in.Damaged corners safe storage, application rate(s) and shall be cut out and replaced with an installation procedures. insulation piece a minimum of 12 in.x 12 in. Insulation pieces which are cut from larger b. All surfaces must be free of any debris, panels and are smaller than one square foot dirt, grease, oil and moisture before shall not be acceptable. applying adhesive. Adhesive(s) are not recommended for application over gravel 3. Install no more than can be covered during surfaces BUR. the same working day. c. Adhesives are not recommended for 4. Taper roof insulation to drain sumps using applications when surface or ambient tapered edge strips.If insulation layer is 1-1/2 in. temperatures are below 40°F or above or less, taper 12 in. from the drain bowl. If 110°F. insulation thickness exceeds 1-1/2 in., taper 18 in. from the drain bowl. Mechanically d. Insulation shall be bonded to the fasten all tapers using two fasteners per board. substrate with a maximum insulation board size of 4 ft. x 4 ft. Revised,01/15/02 r 1R-MA 02-14 '4, rib e r ite Seaman Corporation ROOFING SYS14S 3.07 INSTALLATION OF FIBERTITE MEMBRANE 2. Adjoining rolls shall overlap five (5) inches, A. Quality Control properly shingled with the flow of water where possible. 1. It will be the responsibility of the roofing 3. When using paneled rolls,stagger the factory contractor to'initiate a QC program to govern seams to prevent adjacent welds from falling all aspects of the installation of the on top of one another. mechanically attached FiberTite Roofing System. 4. When using conventional roll goods,stagger The 2. project foreman and or supervisor will the roll ends to prevent adjacent welds from p falling on top of one another. be responsible for the daily execution of the QC program which will include but is not D. MembraneAttachment limited to the supervision, inspection and probing of all heat welding incorporated 1. FTR shall be attached within the field, within the mechanically attached FiberTite perimeter and corner of particular roof Roofing System. sections utilizing fastener spacing to meet specific design pressures, determined in 3. If inconsistencies in the quality of the welds compliance with procedures outlined within are found,all work shall cease until corrective the current publication of ASCE Standard 7. actions are taken to insure the continuity of all field and detail welding. 2. Alternative design pressures may be determined using the criteria contained with B. General Factory Mutual Research Loss Prevention Data. 1. Work shall be coordinated to insure that sequencing of the installation promotes a 3. All stress plates must set completely on the 100% watertight installation at the end of membrane allowing a minimum of 1/2 inch each day. from the edge. 2. A mechanically attached FiberTite Roofing 4. Allow a minimum of 2 inches from the edge System may utilize either conventional "roll of the stress plate(s) to the leading edge of goods" 56"x 100' or pre-fabricated paneled the overlapping membrane to allow sufficient rolls up to 20'wide and 64.17' in length or room to facilitate welding. combinations of both. (Custom rolls of variable width and length are available upon 5 The following fastener spacings are for request.) the field of the roof,as applied to structural roof decks composed of minimum 3/4 inch 3. Restrictions regarding outside ambient air plywood, minimum 22 gauge steel or temperature are relative only to the exposure minimum 3,000 psi concrete.Enhancement limits of the workers and/or flashing of the fastener density is required for the adhesives, perimeter and corners. Refer to the appropriate design criteria for each project 4. When using adhesives for membrane flashing, outside ambient air temperature prior to bid. FTCS is available for consultation if necessary. should be above 40° and drying time of the adhesive will be affected by ambient a. Panel Rolls with tabs 51" on center. temperatures and must be taken into (45psf=FMI-90) consideration when determining flashing lengths. Through Tabs:Install FTR MAGNUM Fasteners & Stress Plates in a straight 5 FiberTite Roofing Systems shall only be line 18 inches on center. installed over properly prepared and sound substrates, free from excessive surface Roll ends. Install FTR MAGNUM roughness, dirt,debris and moisture. Fasteners & Stress plates in a straight line 18 inches on center. C. Membrane Side lap: Side lap attachment only 1. Rolls of FiberTite Roofing (FTR) are to be necessary to prevent sheet movement positioned and installed straight and snug during welding. but not taut. Stretching of the membrane places undue stress on the mechanical See FiberTite details/FTR-DLP3 and fasteners. FTR DLR204 01 99 Revised.'01/15/02 FTR-MA 02-15 '4, riberrilf- Seaman Corporation ROOFING SYSTEMS b. Panel Rolls with tabs 51" on center. 6. Perimeters (-60psf--FM1-120) a. The perimeter area of any particular Through Tabs:Install FTR MAGNUM roof shall be defined as the outer parallel Fasteners & Stress Plates in a straight boundary of the roof section or edge. line 12 inches on center. Projects having variable roof levels shall treat the outer boundary of each level as Roll ends: Install FTR MAGNUM a perimeter. Internal expansion joints, Fasteners & Stress Plates in a straight firewalls or adjoining building walls line 12 inches on center. greater than 4 ft. are not considered perimeter areas. Side lap.' Side lap attachment only necessary to prevent sheet movement b. The width of the perimeter area shall be during welding. calculated to be either ten percent of the width of the roof section or forty See FiberTite details/FTR-DLP4 and percent of the building or section height FTR-DLR304-01-99 above ground, which ever is less to a minimum of 4 ft. c. Panel Rolls with tabs 105.5"on center. (-37.5psf=FMI-75) c. FiberTite projects with field design pressures greater than -30 psf require Through Tabs'Install FTR MAGNUM enhanced perimeter attachment. Fasteners & Stress Plates in a straight d. Perimeter enhancement shall be line 12 inches on center. accomplished by either adding additional Roll ends: Install FTR MAGNUM rows of fasteners through the top of the Fasteners & Stress Plates in a straight membrane system within the perimeter line 12 inches on center. area and sealing with a 6 inch strip (See FTR-DLP5 04-01-99) or through the Side lap: Install FTR MAGNUM use of 28" rolls of membrane installed Fasteners & Stress plates in a straight within the perimeter area,appropriately line 12 inches on center. fastened to accommodate enhanced velocity pressures. See FiberTite details/FTR-DLP604-01-99 e. Utilization of 28" perimeter sheets, d Top-Sider with tabs 104.5"on center, attached using the same fastener spacing (-52.5ps1=FM1-105) utilized in the field, increases the Under Tabs' Install FTR MAGNUM fastener density within the perimeter area to 100%that of the field of the roof. Fasteners and Stress Plates in a straight line 12 inches on center. E Hot.Air Welding Roll ends: Install FTR MAGNUM 1. General Fasteners and Stress Plates in a straight a. All field seams exceeding 10 ft.in length line 12 inches on center. shall be welded with an approved Side lap.' Side lap attachment only automatic welder. necessary to prevent sheet movement b. All field seams must be clean and dry during welding. prior to initiating any field welding. See Fiber Tite Details/FTR-DLT2 04-01-99 c. Remove foreign materials from the seams e. Roll Goods: laps spaced 51"on center. (dirt, oils, etc.) with Acetone, MEK, or (-30psf=FMJ-60} authorized alternative. Use clean white cotton cloths and allow approximately Side Laps.' Install FTR MAGNUM five minutes for solvents to dissipate Fasteners and Stress Plates in a straight before initiating the automatic welder. line 24 inches on center. Do not use denim or synthetic rags Roll ends: Install FTR MAGNUM for cleaning. Fasteners and Stress Plates in a straight d All welding shall be performed only by line 24 inches on center. qualified personnel to ensure the quality See FiberTite Details/FTR-DLP2 and and continuity of the weld. FTR-DLR104-01-99 Revised:01/15/02 FTR-l✓fA 02-10 !! write Seaman Corporation ROOFING SYS EMS 2. Hand Welding 3. Excessive patching of field seams because of a. The lap or seam area of the membrane inexperienced or poor workmanship will should be intermittently tack welded to not be accepted at time of FINAL hold the membrane in place. INSPECTION FOR WARRANTY ACCEPTANCE. b. The back "interior" edge of the membrane shall be welded first, with a 4. Any deviation from pre-approved thin, continuous weld to concentrate specifications and/or details requires written heat along the exterior edge of the lap authorization from the FTCS prior to during the final welding pass. application to avoid any warranty c. The nozzle of the hand-held hot air disqualification. welder shall be inserted into the lap at a 3.08 FLASHING 45° angle to the lap. Once the polymer A. Clean all vents,pipes,conduits,tubes,walls,and on the material begins to flow, a hand stacks to bare metal. All protrusions must be roller shall be use to apply pressure at a properly secured to the roof deck with approved right angle to the tip of the hand welder. fasteners. Remove and discard all lead,pipe and Properly welded seams shall utilize a drain flashing. Flash all penetrations according 1-1/2" wide nozzle, to create a to approved details. homogeneous weld, a minimum of 1-1/2"in width. B. Remove all loose and/or deteriorated cant strips d Smaller nozzles may be used for comers, and flashing. and other field detailing,maintaining a C. Flash all curbs,parapets and interior walls in strict minimum 1"weld. accordance with approved FiberTite details. 3. Automatic Machine Welding D. All flashing shall be fully adhered to properly a. Proper welding of the FiberTite prepared, approved substrate(s) with either Membrane can be achieved with a variety FTR-190 Adhesive or FTR#201 mastic applied of automatic welding equipment.Contact in sufficient quantity to insure total adhesion. FTCS for specific recommendations. E. The base flange of all membrane flashing shall b. Follow all manufacturer's instructions extend out on to the plane of the deck, beyond for the safe operation of the automatic the wood nailer to a maximum width of 8 inches. welder. F. Vertical flashing shall be terminated no less than c. Follow local code requirements for 8 in.above the plane of the deck with approved electric supply, grounding and surge termination bar and counter-flashing or metal protection. cap flashing. d The use of a dedicated, portable G. Vertical wall flashing termination shall not generator is highly recommended to exceed 30 inches without supplemental mechanical insure a consistent electrical supply, attachment of the flashing between the deck and without fluctuations that can interfere the termination point of the flashing when using with weld consistency. FTR#201 as the adhesive. e. Properly welded seams shall utilize a H. Complete all inside and outside corner flashing 1-1/2" wide nozzle, to create a details with FiberTite pre-formed corners or an homogeneous weld, a minimum of approved field fabrication detail. 1-1/2"in width. I Probe all seams with a dull, pointed probe to F. Inspection insure the weld has created a homogeneous bond. 1. The job foreman and/or supervisor shall initiate daily inspections of all completed ./ Install penetration accessories in strict accordance work which shall include,but is not limited with approved details. Insure penetration to the probing of all field welding with a accessories have not impeded in any way the dull pointed instrument to assure the quality working specification. (Refer to the related trade of the application and insure that any for the technical specification). equipment or operator deficiencies are 3.09 METAL FLASHING immediately resolved. A. All perimeter edge details are to be fabricated 2. Insure that all aspects of the installation from FiberClad Metal or FiberTite Metal Fascia (sheet layout, attachment,welding,flashing System. details, etc.) are in strict conformance with the most current FiberTite Roofing B. Insure all fascia are 2 in. lower than the bottom Systems Specifications and Details, of the wood nailers. Revised.-01/15/02 FTR-MA 02-11 JJ ribr Seaman Corporation ROOFING SYSTEMS C. Fasten all metal flashing to wood nailers or B. If the expansion joint is a "pre-formed" system, approved substrate with approved fasteners the manufacturer, description and a drawing 8 inches on center. illustrating the method of installation must be D. Break and install FiberClad metal in accordance included when the (FTR-\ F) is submitted. with approved details, insuring proper 3.11 SEALANTS attachment, maintaining 1/2 in. expansion joints and the installation of a minimum A. Apply authorized sealant(s) to all surface 2"bond breaker tape prior to sealing the joint, mounted reglets and where called for. Sealant(s) are to shed water, following manufacturer's E. Solidly weld FiberClad expansion joints with a instructions and installation guides. 5" strip of FiberTite membrane welded to the FiberClad, covering the bond breaker tape B. Use primer when recommended by the (cover plates are optional). manufacturer. F. RoofDrains C. Sealants will require periodic maintenance by the building owner's maintenance personnel. 1. Flash all roof drains in accordance with FiberTite roof drain details. 3.12 TEMPORARY SEALS 2. Replace all worn or broken parts that may A. At the end of each working dayor at the sign of cut the FiberTite membrane or prevent a rain, install temporary, 100% watertight seal(s) watertight seal.This includes the clamping where the completed new roofing adjoins the ring and strainer basket. uncovered deck or existing roof surface. 3. Replace all drain bolts or clamps used to hold B. The authorized roofing contractor shall create the drain compression ring to the drain bowl. and maintain the temporary seal in such a manner to prevent water from traveling beneath the new 4. FiberTite non-reinforced 60 mil membrane and/or existing roof system. shall be used for flashing the drain assembly. Drain assemblies and basins or"sumps"must C. The use of plastic roofing cement is permissible be free of any asphalt or coal tar pitch residue when sealing to an existing built up roof. prior to installation. D. If water is allowed to enter beneath the newly C. Pitch Pans completed roofing, the affected area(s) shall be removed and replaced at no additional expense 1. Reasonable effort shall be made to eliminate to the building owner. the need for pitch pans including the removal of all existing pans. Contact FiberTite E. Prior to the commencement of work, cut out Technical Customer Services for specific design and remove all contaminated membrane, alternatives and recommendations. insulation, roof cement or sealant and properly dispose of off-site. 2. In the event of no alternative,fabricate pitch pans from FiberClad metal, installed in 3.13 WALKWAYS accordance with FiberTite details, insuring A. FiberTite walkways and protection pads shall be proper attachment,maintaining a minimum installed at staging areas for roof-top equipment of 2 in. clearance around the penetration. maintenance or areas subject to regular foot 3. Pitch Pans shall be filled with non-shrinking traffic. grout to within 1" or 2" of the top of the B. Walkway Installation pan.Allow the grout to dry and fill remainder of pan with FTR-SL1 pourable sealant. 1. Roofing membrane to receive walkway 4. Pitch Pans and the sealant will require material shall be clean and dry. periodic maintenance by the building owner's 2. Cut and position the FiberTite walkway maintenance personnel. material as directed by the specifications or 3.10 EXPANSION JOINTS agreement and spot adhere in place using FTR#201 mastic. A. Flash all expansion joints in accordance with 3. Hot air weld the entire perimeter of the authorized details. Fasten all expansion joint walkway to the previously cleaned FiberTite material according to FiberTite specifications. Insure the expansion material has sufficient roofing membrane. Avoid excessive heating material to expand to the widest point in of the walkway material to prevent scorching expansion without causing undue stress on the the underlying roofing membrane. expansion joint material. Revised:01%15/02 FTR-MA 02-18 Seaman Corporation ROORNG SYSTEMS C. Protection Pad Installation 3.16 WARRANTY INSPECTION 1. Roofing membrane to receive protection A. Upon completion of the project,the authorized pad material shall be clean and dry. roofing contractor shall complete and submit the FiberTite Project Completion Notice to 2. Prior to installing the FiberTite protection FiberTite Technical Customer Services. pads (1/4"x 2'x 4'), weld a 6"x 6"strip of FiberTite membrane to each of the four B. Upon receipt of the notice of completion, corners of the back side of the pad.Position a FiberTite Technical Customer Service the strips in such a way that they overhang Representative will schedule an inspection with a the edge of the pad a minimum of two representative of the authorized roofing inches around the 90° corner, contractor to thoroughly review the installation and verify compliance with Seaman Corporation 3. Position the FiberTite protection pads as specifications. directed by the specifications or agreement and weld the visible portion of the previously C Any corrections or modifications necessary for applied stripping to the FiberTite roofing compliance with the specifications and acceptance membrane. for warranty (punch list) will be noted on the Final Inspection for Warranty Form. 3.14 LIGHTNING PROTECTION D. Upon completion of all punch list items and A. The installation of lightning protection must be final acceptance of the installation, a warranty coordinated with the authorized FiberTite will be issued in accordance with the Seaman roofing contractor,certified lightning contractor Corporation, pre-approved project specifications and the building owner. and Warranty Request Form. B. The lightning protection must be installed in such a manner that base plates,air terminals and cables do not penetrate the roofing membrane without the use of pre-approved flashing details. C. Cables and air terminals may be attached to the membrane using base plates and an approved construction adhesive or by welding intermittent strips of FiberTite membrane over the base plates and cables to the FiberTite roofing. Contact FiberTite Technical Customer Services for specific adhesive recommendations. D. Recommendations regarding the selection of adhesives or alternative affixing of lightning protection systems to the FiberTite membrane does not in any way imply a warranty covering their performance or ability of the adhesives to remain affixed to the FiberTite membrane. 3.15 COMPLETION A. Remove any and all debris, excess materials and scrap of any kind from the roof and surrounding premises prior to demobilization. B. Inspect all field welds,detailing and terminations to insure a 100%the watertight installation. Revised.•01115/02 FT_1?-_ 4 02-19