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HomeMy WebLinkAboutJasan Corporation, IncContractor: Jasan Corporation, Inc. Longwood, Florida CONTRACT This Agreement is dated as of the 30th day of October in the year 1990 by and between: City of Winter Springs (hereinafter call Owner) and Jasan Corporation. Inc. (hereinafter called Contractor) OWNER AND CONTRACTOR, in consideration of the mutual covenants sent forth, agree as follows: ARTICLE 1: WORK CONTRACTOR shall complete all Work as specified in the Contract Documents. The work is generally described as follows: Reroofing Fire Station #1 Winter Springs, Florida ARTICLE 2: ENGINEER This project has been designed by: BRIGGS ASSOCIATES, INC. 4209 Vineland Road Suites J9, 10 Orlando, FL 32811 who hereinafter is called ENGINEER and who will assume all duties and responsibilities and will have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the work, in accordance with the Contract Documents. ARTICLE 3: CONTRACT TIME 3.1 The work will be substantially completed within thirty five (35) days after the date when the Contract Time commences to run as provided in Paragraph 2.3 of the General Conditions, and completed for final payment in accordance with Paragraph 14.13 of the General Conditions and fifty (50) days after the date when the Contract Time commences to run. 3.2 Liquidated Damages. OWNER AND CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the work is not substantially complete within the time specified in Paragraph 3.1 above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by OWNER if the work is not substantially completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a penalty), CONTRACTOR shall pay OWNER TWO HUNDRED dollars ($20Q.001 for each day that expires after the time specified in Paragraph 3.1 for Substantial Completion until the Work is substantially complete. After Substantial Completion, if CONTRACTOR shall neglect, refuse or fail to complete the remaining Work within the Contract Time or any proper extension thereof granted by OWNER, CONTRACTOR shall pay OWNER I= HUNDRED dollars ($200_,001 for each day that expires after the time specified in paragraph 3.1 for completion and readiness for final payment. M CONTRACT ARTICLE 4: CONTRACT PRICE 4.1 OWNER shall pay CONTRACTOR for performance of the work in accordance with the Contract Documents in current funds as follows: Base Bid - Twenty thousand eight hundred and eighty dollars and no cents (20,880.00) ARTICLE 5: PAYMENT PROCEDURES Contractor payment procedures will be subject to the State of Florida Public Laws. Contractor shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 5.1 Progress Payments: Owner shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Applications for Payment as recommended by ENGINEER, on or about the day of each month, if Application for Payment is submitted on the day of the month, during construction as provided below. All progress payments will be on the basis of the progress of the work measured by the Schedule of Values provided for in Paragraph 14.1 of the General Conditions (and in the case of Unit Price Work based on the number of units completed) or, in the event there is no schedule of values, as provided in the General Requirements. 5.1.1 Prior to substantial completion, Progress Payments will be in an amount equal to: 90% of the work completed, and 90% of materials and equipment incorporated in the Work, less in each case the aggregate of payments previously made. A 10% retainage will be held until satisfactory completion of all punch list items and delivery of all Warranties to the Owner. 5.2 Final Payment: Upon final completion and acceptance of the Work in accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.13. ARTIrl F A- INTFRFCT K Contract ARTICLE 7: CONTRACTOR'S REPRESENTATIONS In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 7.1 CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, work, locality, and with all local conditions and Laws and Regulations that in any manner may affect cost, progress or performance or furnishing of the work. 7.2 CONTRACTOR has made or caused to be made examinations, investigations and tests and studies of such reports and related data in addition to those referred to in Paragraph 7.1 as he deems necessary for the performance of the work at the contract price within the contract time and in accordance with the other terms and conditions of the contract documents; and no additional examinations, investigations, tests, reports or similar data are or will be required by contractor for such purposes. 7.3 CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports and studies (in addition to or to supplement those referred to in paragraph 7.2 above) which pertain to the subsurface or physical conditions at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 7.4 CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents. 7.5 CONTRACTOR has correlated the results of all such observations, examinations, investigations, explorations, tests, reports and studies with the terms and conditions of the Contract Documents. 7.6 CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. ARTICLE 8: CONTRACT DOCUMENTS The Contract Documents which comprise the entire agreement between OWNER and Contractor are attached to this Agreement, made a part hereof and consist of the following: 8.1 This Agreement; 8.2 Exhibits to this Agreement; 8.3 Performance and other Bonds, identified as Exhibits A, B, and C. 3 CONTRACT 8.4 Notice of Award; 8.5 General Conditions; 8.6 Supplementary. Conditions. 8.7 Specifications bearing the title of: Springs, Florida. 8.8 Addenda; 8.9 Contractor's Bid; Reroofing, Fire Station #1, Winter 8.10 Documentation submitted by Contractor prior to Notice of Award; 8.11 The following which may be delivered or issued after the Effective Date of the Agreement and are not attached hereto: All written amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to paragraphs 3.4 and 3.5 of the General Conditions; 8.12 The documents listed in paragraphs 8.2 et seq. above are attached to this Agreement (except as expressly noted otherwise.); There are no Contract Documents other than those listed above in this Article 8. The Contract Documents may only be amended, modified, or supplemented as provided in paragraphs. 3.4 and 3.5 of the General Conditions. ARTICLE 9: MISCELLANEOUS 9.1 Terms used in this Agreement which are defined in Article 1 of the General Conditions will have the meanings indicated in the General Conditions, providing in the event of any inconsistencies between this Agreement and the General Conditions, the definitions set forth in this Agreement shall control. 9.2 No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but without limitation, monies that may become due and monies that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. 9.3 OWNER AND CONTRACTOR each binds himself, his partners, successors, assigns, and legal representatives to the other party hereto, his partners, successors, assigns, and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract Documents. 9.4 It shall be noted that City of Winter Springs is in possession of and using the premises. 4 f . CONTRACT IN WITNESS WHEREOF, the parties hereto have signed this Agreement in triplicate. One counterpart each has been delivered to OWNER, CONTRACTOR, and ENGINEER. All portions of the Contract Documents have been signet T identified by the OWNER and CONTRACTOR or by ENGINEER on thex behalf. This Adirbement will hb effective on By: (CORPORATE SEAL) Attest 17v Q&A T. Address for giving Notices t?�o (CORPORATE SEAL) Attest Address for giving Notices a. (If Owner is a public body attach evidence of authority to sign and resolution or other document authorizing execution of Agreement) (If CONTRACT //F�OR is a corporation, attach evidence of authority to sign). License No. f� L, �Sr 3��y� Agent for Service of Process: Pursuant to applicable law within the State of Florida, I certify under the penalties of perjury that I, to my best knowledge and belief, have filed all state tax returns and paid all state taxes required under law, if applicable. Gay Kor3 Social Security Numb hr or Federal Identification Number 6 r4l-�� " - Signat6re of Indiv dual or Corporate/paroe by: (I 1/PA-G, ,�sus.�s zc:�+,ynx�sug. c� f`d4m.a•.:_�1.�C'°''' °' ,.__,.. .... .. _,..,._.._.. _. - ..._......_.....�.... COMM P.O: 'Box 521429 I,ongwopd Fl 32752 -14204 d7 — 3278814 3278837 ' Date: 9/3 1 To: City of Winter Springs 1126 State Road 434 Winter springs, Florida 32708', Re: Reroofing -Fire Station No.1 Gentlemen: _ The undersigned, hereafter called the. "Bidder", having vtpited the project site and having become familiar with the local conditions, the nature and Extent of the Work, and having carefully examined the Contract Documents as prepared by Briggs Associates International, Incorporated, proposes to furnish all labor, materials, equipment, facilities or other services required to: (State nature and scope of bid) ) 7 write out dollar amount, also uh%W For the sum of $ 20.M0 _ ( �` i (Break out any sales tax applicable) 3g' b COM PW`" '00 J • f The Bidder further states that all work will be in accordance with the Contract Documents, all Local and State Codes and Ordinances, and wilt be constructed within the required time frame. The Bidder hereby cknowledges receipt of addendas No..-_and (etc.) Y dated `� L and_ `land hereby notes the following exceptions or qualifications to the bid noted above: (List anyexceptions or qualifications to the bid) 0 Persons authorized to sign agreements for the Bidder are as noted below: Page 1 SECTION D FORM OF•PROPOSAL I }S �OC�- Walt -+ ► tor�1 SA�II�� ?.4- �rnci�� 1'-5 R0 4 672V �1 1. 19 lyRc &-rt C:yvtZ_) t/• Re64. L�c�- wva�J �G 317J z'"� �Lg (If corporation, give legal firm names, titles and names of officers authorized to sign agree- ment: if partnership, list all partners; if individual give full name and home address.) Enclosed with this proposal is a certified check or surety bond in the amount of (Dollars) representing 5% of the Bid Amount. This bid bond or check is made out to the City of-St. VJ•5 i7P"*j6 S Qeud, Florida and the undersigned agrees that failure to execute an awarded contract and/or furnish required bonds will result in the bond or check becoming and remaining the property of the Owner. IN WITNESS WHEREOF, the Bidder has hereunto set his signature and seal this, day of y ��`�V ib and agrees not to withdraw this offer for thirty (30) days after the above ^daatteT.. _. a 13y , Tile Y r (Seal if corporation) (Note: Contractors shall check Instructions to Bidders and Contractors for additional factors affecting this proposal and/or to be Included with the proposal) Page 2 AMWEST SURETY INSURANCE COMPANY WOODLAND HILLS, CALIFORNIA BOND NO. 1218671 -8 PREMIUM BID BOND BID DATE: KNOW ALL MEN BY THESE PRESENTS, That we, JASAN CORPORATION ' 9 -13 -90 (hereinafter called Principal), as Principal, and AMWEST SURETY INSURANCE COMPANY, a corporation, organized and existing under the laws of the State of California and authorized to transact a general surety business in the State of FLORIDA (hereinafter called Surety), as Surety, are held and firmly bound unto CITY OF WINTER SPRINGS. FLORIDA - (hereinafter called Obligee) in the penal sum of FIVE percent ( 5_ %) not to exceed TWO THOUSAND TWO HUNDRED FIFTY ----------- -- Dollars($2 ►250.00 —) for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, That, whereas the Principal has submitted or is about to submit a proposal to the Obligee on a contract for RE- ROOFING OF FIRE STATION 1 NOW, THEREFORE, if the said contract be awarded to the Principal and the Principal shall, within such time as may be specified, enter into the contract in writing, and give bond, with surety acceptable to the Obligee for the faithful performance of the said contract; or if the Principal shall fail to do so, pay to the Obligee the damages which the Obligee may suffer by reason of such failure not exceeding the penalty of this bond, then this obligation shall be void; otherwise to remain in full force and effect. SIGNED, SEALED AND DATED THIS 16th DAY OF AUGUST A___._I.IN -A .qnn4 TRR JASAN(CORPORATION Principal I AMWEST SURETY INSURANCE COMPANY By: CAROL A. TOTON Attorney -in -Fact FLORIDA LICENSED RESIDENT AGENT k`' Late .�Y °�iaa Department of 01ttte I certify that the attached is a true and correct copy of the Articles of Incorporation of JASAN CORP., a corporation organized under the Laws of the State of Florida, filed on April 20, 1987, as shown by the records of this office. The document number of this corporation is J68933. ME022 (10 -85; AM unber mp banb anb tbt Great 16eal of the Otate of Poriba, - at Mallalinae, the Capital, tbio the 23rd Dap of April, 1987. e,�P Oeorge jrtre!gtone &Ptrrtnry of 6tntr ti mr NOI13ntl1SN03 OLLVln03a "VNOISS3:IOUd d0 J.N3VtWVd30 VGIE(Q id �o aLVIS .. _ 3Hn1vN -- 33SN30t1 •311 x0a 3�ijjosx3ar ISN33Il ; �a1SnONI : N0I13ndiSN03� bf100 856£S00 38 Y H3! V" NOL" ON iSN3�17 C O 'ON 1OLLLNOJ 1q�Y ,✓ V _•68 /12/ .' .. .. °�Wj'yyFi• X:'Y4'( -S `+�4 -.�..t ' .. 4 r, _ f Ydi R +s Md`YMf�Y:aS 1 i m li`Y L Jta r✓ 1 `v 12 1,8 6,7 ] — 8 his Powq 'df Attorncy has been delivered in connection with the above bond number. to JANUARY 1, 1991 LIMITED POWER OF ATTORNEY (READ CAREFULLY) To be used only in conjunction with the bond specified herein. No Power of Attorney on this form shall be valid as to bonds, under- takings, recognizances or other written obligations in tho nature thereof executed on or after said expiration date. NAME OF PRINCIPAL: _SASAN rORPnRATTr1N PENAL SUM s 2, 250 - 00 _ NAME OF OBLIGEE: CITY OF WINTER SPRINGS, FLORIDA This Power of Attorney may not be used in conjunction with any other power of attorney. This Power of Attorney is void if altered or erased. This document is printed on blue paper with black and red ink. This power of attorney bears a raised seal of AMWEST SURETY INSURANCE COMPANY. Only originals of this Power of Attorney are valid. No representations or warranties regarding this Power of Attorney may be made by any person other than an authorized officer of AMWEST SURETY INSURANCE COMPANY, and must be in writing. Questions or inquiries regarding this Power of Attorney must be addressed to AMWEST SURETY INSURANCE COMPANY at the address and telephone number set forth at the top of this Power of Attorney, Attention: Underwriting Department. This Power of Attorney shall be governed by the laws of the State of California. Any power of attorney used in connection with any bond issued by AMWEST SURETY INSURANCE COMPANY on or after February 21, 1989 must be on Amwest Form UN -A1007 (REV. 2189). All other previous power of attorney forms issued by AMWEST SURETY INSURANCE COMPANY have been revoked and are of no further force or effect. KNOW ALL MEN BY THESE PRESENTS, that AMWEST SURETY INSURANCE COMPANY, A CALIFORNIA CORPORATION, (the "Company "), does hereby make, constitute and appoint CAROL A. TOTON AS SUB-AGENT OF M. B. UNDERWRITERS OF PENSACOLA, FLORIDA its true and lawful Attorneys) -in -Fact, with limited power and authority for and on behalf of the Company as surety, to execute and deliver and affix the seal of the ,'ompany thereto if a seal is required, bonds, undertakings, recognizances or other written obligations in the nature thereof, as follows: Small Business Administration Guaranteed Bonds up to $350,000. Notwithstanding anything contained In this Power of Attorney to the contrary, this Power of Attorney does not apply to riders, endorsements, consents of surety, supplemental agreements, waivers, extensions of time, or any other document which varies or changes the terms and conditions of any authorized bonds. and to bind AMWEST SURETY INSURANCE COMPANY thereby. This appointment is made under and by authority of the following provisions of the By -Laws of the Company, which are now in full force and effect: Article III, Section 7 of the By -Laws of AMWEST SURETY INSURANCE COMPANY This Power of Attorney is signed and sealed by facsimile under and by the authority of the following resolutions adopted by the board of directors of AMWEST SURETY INSURANCE COMPANY at a meeting duly held on December 15, 1975. RESOLVED that the president or any vice - president, In conjunction with the secretary or any assistant secretary, may appoint attorneys -in -fact or agents with authority as defined or limited in the instrument evidencing the appointment in each case, for and on behalf of the Company to execute and deliver and affix the seal of the Company to bonds, undertakings, recognizances, and suretyship obligations of all kinds: and said officers may remove any such attorney -In -fact or agent and revoke any power of attorney previously granted to such person. RESOLVED FURTHER that any bond, undertaking, recognizance, or suretyship obligation shall be valid and binding upon the Company (i) when signed by the president or any vice - president and attested and sealed (if a seal be required) by any secretary or assistant secretary; or (ii) when signed by the president or any vice - president or secretary or assistant secretary, and countersigned and sealed (if a seal be required) by a duly authorized attorney -in -fact or agent; or (iii) when duly executed and sealed (if a seal be required) by one or more attomeys -In -fact or agents pursuant to and within the limits of the authority evidenced by the power of attorney issued by the Company to such person or persons. RESOLVED FURTHER that the s¢innare,.n M o,.,..,aa..4—d _..a__. — _ -_. _- -- r4:)M HAARTZ- MASON, INC. 270 PLEASANT STREET - WATERTOWN, MASSACHUSETTS 02172 - (617) 9262300 - FAX (617) 9219060 Roofing Systems Guarantee Building Name WINTER SPRTNGS FTRF. T4n1TT _qF! Address 102 N. MOSS ROAD, WINTER SPRINGS, FT, 1270R Roofing Contractor JASAN CORP. Date Issued 6 -5 -91 Owner CITY OF WINTER SPRTNGS Addrem 1126 E ST. DD 434, WINTER SPRTNGS, FT.- -49708 Date of Completion 4 -5 -91 H -M Roofing System TiVSHTET.n�$YPA1�T.nN Roof Area 5,600 SO . FT. Term of Guarantee_ TF.N (1 0 years Haartz- Mason, Inc. (" H -M ") shall cause to be repaired any leaks in the roof on the owner's building at the address shown above which are caused by defects in the materials manufactured or sold by H -M for the Roof or defects in workmanship in the in- stallation of the H -M Roofing System supplied by the indepen- dent roofing contractor nerved above, and which leaks first occur during the period from the issue date indicated above until the expiration of the term from the date of substantial completion indicated above. This guarantee is for the benefit solely of the Building Owner described below and is not assignable. This guarantee is subject to the following Terris, Conditions and Limi- tations: Terms, Conditions and Limitations 1. Installation of the roofing system and any subsequent repairs to the roofing system must be by a independent roofing con- tractor registered by H • M. 2. During the tern of the guarantee, H -M shall have access to the roof for inspection during normal business hours. 3. Owner shall obtain H -M's written approval before making any alterations of the rod or installing any structures, fixtures or utilities on or through the roof. 4. H -M Will not be responsible to repair any defect covered by this agreement N not notified by the owner within thirty (30) days of the discovery of the leak Such notice shall be given to Haartz- Mason, Inc., 270 Pleasant Street, Watertown, Mas- sachusetts 02172. 5. If there is a failure due to defects in materials furnished or sold by H - M or due to defects in workmanship supplied by the independent roofing contractor within the scope of this guaran- tee, H - M will cause the defect to be repaired or replace the rod membrane. The decision to repair or replace shall be solely at H - M's good faith determination. In no event shall H • M's obli- gation over the life d this guarantee exceed the amount of the Owner's original cost of the installed H - M Roofing System. The remedy stated herein is the SOLE AND EXCLUSIVE REMEDY AT LAW OR EQUITY for defects in the materials manufactured or sold by H - M and the workmanship supplied by the indepen . dent roofing contractor named above and warranted by H -M. H -M SHALL UNDER NO CIRCUMSTANCES BE LIABLE FOR INCIDENTAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO THE BUILDING OR THE CONTENTS OF THE BUILDING. 6, EXCEPT AS STATED HEREIN, THERE ARE NO WARRAN- TIES EXPRESS OR IMPLIED INCLUDING WARRANTIES OF MERCHANTABILITY OR FITNESS FOR PARTICULAR PUR- AAR - MASON, INC. By Title: GENERAL MANAGER /ROOFING I Date. 6 -5 -91 POSE. NO REPRESENTATIVE HAS AUTHORITY TO MAKE ANY REPRESENTATIONS OTHER THAN THOSE STATED HEREIN. 7. This guarantee shall not be applicable to damage caused in whole or part by: a. natural disasters, including but not limited to lightning, gale force winds, hail, hurricanes, tornadoes, earthquakes, Wind launched debris or similar acts of God or natural causes. b. vandalism, acts of war or civil disobedience, willful or negligent acts, fire or any other misuse. c, traffic or use or storage on the roof of materials not fur -. nished by H -M. d. failure by the owner or lessee to use reasonable care in maintaining the roof. e. afferation of the roof or installation of structures, fixtures or utilities on or through the roof without the prior written approval of H - M. f. structural failure, including, without limitation, settling or shifting of the building, or movement, cracking, or deffec- tion of the roof deck, rod substrate, or roofing insulation, or !wilding design or construction. g. chemical discharge conditions not disclosed to H -M, or infiltration or condensation of moisture in, through, or around walls, copings, building structure or underlying or surrounding areas. h. the owner fails to comply With any term or condition of this guarantee. I. metal work, fasteners, or other material not furnished by H -M is used in the roofing system and is causing leaks. 8. The Building Owner agrees to reimburse H - M for expenses incurred for leak investigation where said leaks are not caused by defects in the materials or defects in the workmanship by the independent roofing contractor. 9. H -M reserves the right to terminate its obligations under this guarantee until it has received payment in full for all materials and services including those described in Paragraph 8, and all bills for installation, supplies and services have been paid in full to the independent roofing contractor and material suppliers, and N the current guarantee fee has not been paid to H -M. NOT- WITHSTANDING THE FOREGOING, THE PROVISIONS OF PARAGRAPH 6 ABOVE SHALL REMAIN IN FULL FORCE AND EFFECT, AND UNDER NO CIRCUMSTANCES WILL H -M BE LIABLE FOR INCIDENTAL OR CONSEQUENTIAL DAMAGE. The terms of this guarantee are accepted by Owner By: Title: Date-- 7164 — Guarantee # _ - FINAL WAIVER OF LIEN To All Whom It May Concern: WHEREAS, the undersigned has been employed by (A) JASON CORPORATION PO BOX 195190 WINTER SPRINGS, FL 32717 tofumishiirllaterials for (B) HAARTZ -M SON 270 PLEASANT ST WATERTOWN, MA 02172 WOr under a contract (Ci WINTER SPRINGS FIRE DEPT. for the improvement of the premises described as (D) WINTER SPRINGS FIRE DEPT. In the GITX:��_�� (City- Village) of WINTER SPRINS , County SEMONIAL State of FL_ of which CITY OF WINTER SPRING, FL is the own( NOW, THEREFORE, this dayof . �g- for and in consideration of the sum of (E) Dollars paid simultaneously herewith, the receipt whereof is hereby acknowledged by the undersigned, the undE signed does horahy %%miva and rojeAste any lien rights to, or claim of lien with respect'to and on said abov descnbed premises, and the improvements thereon, and on the monies or other considerations due or to becon due from the owner, on account of 00 1 111111111IMS, material, factures, apparatus or machinery heretofore or whit may hereafter be furnished by the undersigned to or for the above- described premises by vi,nue of said contract. (F) I-PIA 42T:�. rl - -1•- --ri e. , . ^(SEA (Name of sole ownership, corporation or partnership) I Affix c;nrpara;n, serf) huts! ) (SEA (Signmure) �� L TITLE: { �r INSTRUCTIONS FOR FINAL WAIVER 1Al ►anon v arm own wnorw Vtwt aprwd to t j~ crow ubpr, or awviop. at ntaterfak. or both. IR rWf h NNra and attant dworY: nrla tMv.ord labs OrVre wore maarials it net n Vow ponaaot. IW r you hhe n+ara darn arse esntwot on tM wno pr maaa, dwear+bo dno wKniiA bV n nbw d wviloble. data w afaartt d wort• ID);umish an sesvnta arwtAh dowiVJan of Pe Improvwtrwt and UoaUOn of Vts WwrAw so that k W br dlslbepuiahad fares any othar property. _ 10 Arwant thews snowed be the eMoto'( MWaay raetiwd std oQuO oo teal semen d oonaaot N aolwtad. M, r waNNle for a mrpavoart, Mpg " rwTM aMutd be wood, eonw*te seal of ed and 101% of Oftersknim w4rMr moues be sat flinh; it w,Mr is fa a parNtrahiD; the partn•erai+ip earns shnwld W I PPWW Nowid sign arts t w"s hrsaerl as paw w. Desi llned By The _ Construction Industry Affairs Committee (CIAC) •. Y�.. Vin., �� i• .'j, f. -tL�� ar 7 {aT1.TOIe WMI�e•ea� ,a r; `T! FINAL RELEASE OF CLAIM 2, 1991 sierations of the payment of $10.00 and other valuable considerations, receipt of which is hereby acknowledged, for materials and /or services furnished to: JASAN CORP. P.O-Box 521429 Winter Springs, Florida 32752 -1429 on his order, and delivered unto and incorporated in the improvement on the real property described as: WINTER SPRINGS FIRE HOUSE 102 NORTH MOSS ROAD WINTER SPRINGS, FLORIDA 32708 We hereby waive the right to claim and prosecute a lien under the mechanics lien law of the State of FLORIDA and /or any claim of any nature including bond claims, on said property for materials and /or services furnished. If any further materials and /or services are furnished after this date, a new Notice to Owner will be filed in accordance with Florida Statutes. SUNNYSIDE SPECIALTIES, Inc. By: el J HN GRIFFIS President Sworn to before me this date: ------------ - - ---- NOTARY PUBLIC -- - -"Y�� =- - -- NOTARY PUBLIC, STATE OF FLORIDA; My Commission Expires: BO CEDTHRSIOT R PIKES: DE CR-V l A:Rz. ■OND[D 7NgU NOTARY AUp '8O yNU[N.y RIT[R�. j IF Meetings City Commission, Oct. 8, 1990 Page 3 90 -91 -1 :,,sup Park ". City Manager explained as soon as this Phase is approved and the construction drawings are started then a sign will be placed there. Commissioner Jacobs also suggested another sign to advertise upcoming events. Motion was made by Commissioner Kulbes that we approve the master plan as presented by Mr. Barth on the left hand chart. Seconded by Commissioner Jacobs. Discussion. Vote on the motion: Commissioner Kaehler, aye; Commissioner Hoffmann, aye; Commissioner Kulbes, aye; Commissioner Jacobs, aye; Commissioner Partyka, no; motion carried. Motion was made by Commissioner Kulbes that Phase 1 include four parks, the T Ball, soccer field, parking areas. Seconded by Commissioner Jacobs. Motion and second were withdrawn. Motion was made by Commissioner Kulbes that we include in Phase 1 soccer fields, T Ball, the four baseball diamonds, the parking lot, and the maintenance shed and the tot lot up by parking area. Seconded by Commissioner Jacobs. Discussion. In discussion Commissioner Jacobs asked if the motion included the pavilion for the baseball, the amenities, the lights, etc.and the answer was yes. Vote on the motion: Commissioner Hoffmann, aye; Commissioner Kulbes, aye; Commissioner Jacobs, aye; Commissioner Partyka, no; Commissioner Kaehler, aye; motion carried. Mayor Grove called a Workshop Meeting for Monday, Oct. 15th, at 7:00 p.m. followed by a Special Meeting. Bid Recommendations: a. Reroofing -Fire Station Number One: Motion was made by Commissioner Kulbes that we accept the bid for reroofing in the amount of $20,880 to Jason Corporation of Longwood, Florida. Seconded by Commissioner Partyka. Discussion. Vote on the motion: Commissioner Kulbes, aye; Commissioner Partyka, aye; Commissioner Kaehler, aye; Commissioner Hoffmann, aye; motion carried. Reports: The City Manager reported the Senior Center is coming right along. He said we have applied for a new permit for Winter Springs Water & Sewer East. He said we have received a letter from Nicholas A. Pope in reference to Mr. Pitt's request for vacation of an easement. Attorney Kruppenbacher said he would report back on that issue at the next meeting. Manager Rozansky also reported that as of this date we have not received a signed Settlement Agreement from Gulfstream. Attorney Kruppenbacher reported he just received Seminole County's Municipal Services Benefit guidelines and procedures. Their procedures provide that this process is only available to unincorporated Seminole County. Attorney Kruppenbacher said he was going to ask the County to find out if they perceive any legal problem if we requested the County to expand it to municipal areas, and then work some joint agreement while we are waiting for the Attorney General's opinion on the other issues that we requested. r � r THE AMERICAN INSTITUTE OF ARCHITECTS BOND 1225788 PREMIUM $501.00 AIA Document A311 Performance Bond KNOW ALL MEN BY THESE PRESENTS: that (Here insert full name and address or legal title of Contractor) JASAN CORPORATION 100 State Road 419 Vs PARSipJPIrrAA&, PerURerdidgntr3a?ct7cl?8and, (Here insert full name and address or legal title of Surety) AMWEST SURETY INSURANCE COMPANY 4830 W. Kennedy Blvd., Suite 540 Tampa, Florida 3R6�30 as Surety, hereinafter ca a Surety, are held and firmly bound unto City of Winter Springs (Here insert full name and address or legal title of Owner) 1126 State Road 434 Winter Springs, Florida 3270o8 as Obligee, hereinafter called Owner, In tFle amount of Twenty Thousand Eight Hundred and Eight and no /lNilars($ 20,880.00 for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Contractor has by written agreement dated 19 , entered into a contract with Owner for Re— roofing of Fire Station #1 in accordance with Drawings and Specifications prepared by (Here insert full name and address or legal title of Architect) which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. AIA DOCUMENT A311 • PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND • AIA a t FEBRUARY 1970 ED. • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D. C. 20006 i V. A 9000Z 'J 'a 'N017NIHSVM''M'N ''3AY WN SELL 'S1J311H:)SV J0 31niliSNI NVJ1213WV 3H1 -'(13 OL6L k;vnS93d Z 0 VIV - aN09 1N3WAVd lVIb31VW ONV 2109V1 aNV aNO9 3>NVWS03213d - IL£V 1N3Wn:)oo VIV q0v,�r- -ai— LsauaoqjV (a13!l) OIOZ -V TOJPD (ssa l!M) (Ira51 (�(ldlny J 7,NVdW00 HONVHaSNI )saxnS ZSaMWV (aWl) �. 1 - ti¢ai� (Irclpuudi '� NOIZVHOd800 NVSI ^IDb 6L -jaumo ayi ;o siossaoons jo siomi - slulwpe 'sioln:)axa 'sjiay ayi Jo Malay paweu Jaumo ayi ueyi jaylo uoileiodio:) jo uosiad /pue ;o asn ayi jo4 jo of puoq siyi uo anj»e lleys uoihe }o lyS!j ON •anp slle} l:)ejluoD ayi japun luawAed leug y:)iyM uo alep ayi woj; sjeaA (Z) oMl ;o uoiiejidxa ayi aiojaq paimpsui aq isnw puoq s!yi japun i!ns stud •Jol:)ejluo' of Jaumo Aq p!ed Aliado,id iunoLue ayi ssa! 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NOI.LV01190 SIHi d0 NOI11(3N0:) 3H1 '3aOd3S3H1 'MON 90002 'D 'O 'NOIDNIHSVM "M'N "3AV 'A'N SELL 'S1J311HJ21V 30 31n111SNI NV:)id3W'V 3H1 • '(13 OL6L ASYM1833 OQ ViV • ON08 1N3WAVd iVI?31VW ONV 2108V1 ONV ON09 3JtiVW2)03213d • LL£V iN3Wn:)o0 ViV •;:)eJ]uoD ally Se 01 paJJa;aJ Jal;eulaJaH sl pup '�oaJaH lJpd p apew a7uala4aJ Aq SI 1:)e11UOD H:)IHM u:)al!yD,V )o allil legal ,o ssa,ppe pue aweu 11 n) IJasui a,aH, Aq paJedaid Suoueay!aadS pup SSUIML'JQ Halm a:)UppJO»e u! T # uoTIaIS 9JTd Jo SuTJOOJ -9H (pofoJd )o uolldlJ:)sap pue ssaJppe 'aweu lln) I,asul a,aH) Jo; Jaumo H1!h', 1DeJ1uoD a o1u! paJalua ' 6l palep luawaaAr ua11!Jm Aq seH jed!au!Jd JSd32f3HM •sluasaJd asaH1 Aq AlwJ!; 'AjjeJanaS pup Apu!of 'suS!sse pue siossa»ns 'sJolvils!u!wpe 'sJoln:)axa 'sJiaH J!aH1 'sanjaSWaH1 pu!q AlaJnS pup Iedpu!Jd joaJagm luawled ayl Jo} 00.088 Q OZ S) si oQ (a�l,d I�e7luQ7 ay )o )ley -auo seal It oI lenba wns a uasul aJaH) g3O�T /00 d.Ig2TH paipung qq ?Ta puesnogs, Aquaml jo lunowe aHl u! 'p@uija.o MolaqulaJaH se slueWIPID 4o 1i4auaq pue asn aH1 Jo} 'Jaump pallea Ja1jeu!aJaH 'aag!lgp se SOLZ£ RPTJOT3 'sguTjdS Ja4UTM (JauMo )o allil legal ,o ssa,ppe pue aweu lln) IJasui a,aH) EPTJOT J 's$uTadS J91 TM JO Al. olun punoq AlwJ!j pup pjaH we 'AlainS paIlea Jallpu!aiaq 'AlainS se 0£9££ uPTJ0Td `udwvj Oi7S a4TnS ° •pnTg dpauuaX -M 068i7 dusdwo0 aouvinsul AlaanS IsamwV (l;a,ns lo apn legal Jo ssa,ppe pue aweu lln) IJ2su1 a,aH) 'pue 'Ied!au!Jd pallea JalJeu!alaq 'jed!auud Se SOLZ£ sPTJOT3 s3uTadS aa�uTM 6T+ P?0II aIEIS OOT uOTIsjod .To0 uessr (,o»e,suoD io allu legal ,O SSa1ppP pue aweu lln) IJasu! a:aH) 1eHl :S1N3S3dd 3S3H1 AS N3W IIV MONK iD"iNOJ 31-11 30 37NVW^ 103b3d ln3HlIV3 0NV iin3 3H1 NO 03NOI110NOJ )ANNM0 31-11 30 )JOAV3 NI ONOS 3DNVV SO3213d H11M Aisn03NV1inms O3nssi SI ON08 SIHl 4: U09 luaLUAVd IPIaaIPW PUP aogr j it£y juawn000 Vlv 00' 105 S Nf1IWaHd 88MN auog S1D311HDNV 30 31f IlliSNI NVDI\d3Wd 3Hl LABOR AND MATERIAL PAYMENT BOND NOvv, THEREFORE THE CONDITION OF THIS OBIIGATION is such that, if Principal shall promptly make payment to all claimants as hereinafter defined, for all labor and material used or reasonably required for use in the performance of the Contract, then this obligation shall be void; otherwise it shall remain in full force and effect, subject, however, to the fol- lowing conditions: 1. A claimant is defined as one having a direct con- tract with the Principal or with a Subcontractor of the Principal for labor, material, or both, used or reasonably required for use in the performance of the Contract, labor and material being construed to include that part of water, gas, power, light, heat, oil, gasoline, telephone service or rental of equipment directly applicable to the Contract. 2. The above named Principal and Surety hereby jointly and severally agree with the Owner that every claimant as herein defined, who has not been paid in full before the expiration of a period of ninety (90) days after the date on which the last of such claimant's work or labor was done or performed, or materials were furnished by such claimant, may sue on this bond for the use of such claimant, prosecute the suit to final judgment for such sum or sums as may be justly due claimant, and have execution thereon. The Owner shall not be liable for the payment of any costs or expenses of any such suit. 3. No suit or action shall be commenced hereunder by any claimant: a) Unless claimant, other than one having a direct contract with the Principal, shall have given written notice to any two of the following: the Principal, the Owner, or the Surety above named, within ninety (90) days after such claimant did or performed the last of the work or labor, or furnished the last of the materials for which said claim is made, stating with substantial Signed and sealed this ;30 day of accuracy the amount claimed and the name of the party to whom the materials were furnished, or for whom the work or labor was done or performed. Such notice shall be served by mailing the same by registered mail or certified maili postage prepaid, in an envelope ad- dressed to the Principal, Owner or Surety, at any place where an office is regularly maintained for the trans- action of business, or served in any manner in which legal process may be served in the state in which the aforesaid project is located, save that such service need not be made by a public officer. b) After the expiration of one (1) year following the date on which Principal ceased Work on said Contract, it being understood, however, that if any limitation em- bodied in this bond is prohibited by any law controlling the construction hereof such limitation shall be deemed to be amended so as to be equal to the minimum period of limitation permitted by such law. c) Other than ',n a state court of competent jurisdiction in and for the; county or other political subdivision of the state in which the Project, or any part thereof, is situated, or in the United States District Court for the district in which the Project, or any part thereof, is sit- uated, and not elsewhere. 4. The amount of this bond shall be reduced by and to the extent of any payment or payments made in good faith hereunder, inclusive of the payment by Surety of mechanics' liens which may be filed of record against said improvement, whether or not claim for the amount of such lien be presented under and against this bond. 19 Jasan Corporation (Principal) seal) (7i e) � - C Amwest Surety Insurance Company (Sumly) (seal) (Tills Carol A. Toton �ttorney -in -Fact AIA DOCUMENT A311 • PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND • AIA FEBRUA}tY 1970 ED. • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINC,TON, D. C. 20006 16 WE .A4262 1225788 This Power of Attorney has been delivered in connection with_ the above bond number. NAME OF PRINCIPAL: NAME OF OBLIGEE: A-pf%4WRANCE CQMPANY 0 HILLS, CA 91365 -4500 (818) 704-1111 LIMITED POWER OF ATTORNEY Jasan Co Citv of W r To be use specified 1991 No Power, 61 Attorney on this form shall bovi tle as t6" s, under- takings, necognizances or other yrritten obligations in the nature thereof executed on or after said eegiliration date. KNOW ALL MEN BY T �1RrO`" make, constitute and r0I1 �• � »" Peek, E x.. . TM t. ,, s.,, s�a., a ,, e. Its true and laws F� ity for and on behal o! therCom , as aural to execute and deliver and affix the goal of the Company th r un nuances or- other�� v + S4 AdtiiRltti�a „ to $3W,000. 9 Attomay to the contrary, this Paorver deee t "sp y tte ,. a consents 1 s of tittle, or any other document which varies or changes the terms and conditions of any 5' W h 1 NY thereby. This appointment is made under sion9 of the By -Laws Article 111, Section 7 of the By -Laws of AMWEST SURETY INSURANCE COMPANY This Power of Attorney is signed and sealed by facsimile under and by the authority of the following resolutions adopted by the board of directors of AMWEST SURETY INSURANCE COMPANY at a meeting duly held on December 15,197& RESOLVED that the president or any vice - president, in conjunction with the secretary or arty assistant secretary, may appoint attomays -in -fact or agents with authority as defined or limited in the instrument evidencing the appointment in each case, for and on behalf of the Company to execute and deliver and affix the seal of the Company to bonde,,undertakings, recognizances, *0 suretyship obligations of all kinds; and said officers may remove any such attorney -in -fact or agent and `revolm any pourer of attorney, previously grantled to such person RESOLVED FURTHER that any bond, undertaking, recognizance, or suretyship obligation shall be valid and binding upon the Company (i) when signed by the president or any vice - president and attested and sealed (if a seal be required) by any secretary or assistant secretary; or (ii) when signed by the president or any vice-president or secretary or assistant secretary, and countersigned and sealed (if a seal be required) by a duly authorized attorney -In -fact or agent; or (iii) when duly executed and sealed (if a seal be required) by one or more attorneys -In -fact or agents pursuant to and within the limits of the authority evidenced by the power of attorney issued by the Ciompany to such person or persons. RESOLVED FURTHER that the signature of any authorized officer and the a" of the Company may be affixed by facsimile to any power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company; and such signature and seal when so used shaft have the same force and efl4ct as though manually affixed. IN WITJtiESS WHEREOF, AMWEST SURETY NSURANCE COMPANY has caused these presents to be signed by its proper officers, and Its corporate seal to be hereunto affixed this 7 day of December 19 89 Ol �n A. Kann 0. Cohan, SUM" STATE OF CALIFORNIA, COUNTY OF LOS ANGELES — ss On this 7 day of December - A.D., 19 89 personally came before me Gary R. Peterson and Karen G. Cohen to me known to be the individuals and officers of AMWEST SURETY INSURANCE COMPANY, CALIFORNIA who executed the above instrument, and they each acknowledged the execution of the same, and being by me duly awom, did severally depose and say: that they are the said officers of the corporation aforesaid, i and that the seal affixed to the above instrument is the seal of the corporation, and that said corporate seal and their signatures as such officers were duly affixed and subscribed to the said Instrument by the authority of the board of OWWW&VVeWd corporation. (SEAL) M Mta l►lr YNMir +lle NOW W; STATE OF CALIFORNIA, COUNTY OF LOS ANGELES — as CERTIFICATE I, the undersigned, secretary of the AMWEST SURETY lNSURANC -F COMPANY, a California corporation, DO HEREBY CERTIFY that the foregoing and attached Power of Attorney remains in full force and has not boom 4voked, and furthermore, that the provisions of the By -Laws of the Company and the Resolutions of the board of directors set forth in the Power of Anii na , -'are now in force. acksonville Florida �� " y" "TM 9Q Signed and sealed eta t day of 19 _...,. . -.. 41W, --�- -- KAW 0. COW, Airy A UN•AlW7 (REV. 2/89) PRODUCER Cass- Knoblock & Associates Post Office Box 180798 Casselberry, FL 32718 -0798 INSURED Jasan Corp. 714 Commerce Circle Longwood, FL 32707 DATE (MMIDDIYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE COMPANY A LETTER POLICY EFFECTIVE COMPANY B LETTER A H OCCURRENCE COMPANY C LETTER Hartford Tnsuranct, Co- COMPANY p LETTER Eirpman's COMPANY E LETTER THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS, AND CONDI. TIONS OF SUCH POLICIES. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIABILITY LIMITS IN THOUSANDS _v A H OCCURRENCE AGGREGATE LTR GATE (MMIDD DATE (MMJDD/M GENERAL LIABILITY BODILY A COMPREHENSIVE FORM INJURY $ $ PREMISES/OPERATIONS GLS312633 3 -17 -90 3 -17 -91 UNDERGROUND PROPERTY DAMAGE $ $ EXPLOSION & COLLAPSE HAZARD PRODUCTS/COMPLETED OPERATIONS CONTRACTUAL 81 & PD COMBINED $ $ INDEPENDENT CONTRACTORS 500, 500S BROAD FORM PROPERTY DAMAGE PERSONAL INJURY PERSONAL INJURY $ AUTOMOBILE LIABILITY BODILY C ANY AUTO Under Binder 10 -3 -90 10 -3 -91 (PERRPPERSON) $ BODILY ALL OWNED AUTOS (PRIV. PASS.) X ALL OWNED AUTOS (OTHER PASSS. (PPER ACCIDENT) $ T HIRED AUTOS X NON -OWNED AUTOS PROPERTY DAMAGE $ GARAGE LIABILITY ^ BI &PD * COMBINED $ 500, EXCESS LIABILITY UMBRELLA FORM BI & PD COMBINED $ $ OTHER THAN UMBRELLA FORM STATUTORY WORKERS' COMPENSATION $ on, (EACH ACCIDENT) D AND 255WZA80455617 3 -17 -90 3 -17-91 $ (DISEASE- POLICY LIMIT) EMPLOYERS LIABILITY $ JQQ (DISEASE -EACH EMPLOYEE) OTHER B Builders Risk Under Binder 10 -24 -90 10 -24 -91 $500 Deductible Ut7GHIF'I IUN UY UYtHA 11VNS/LVl:A 11UN5/VtHIGLt5 /5FhUTAL IIEMS RE: Winter Springs Fire House, 102 N. Moss Road, Winter Springs, FL SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EX- City of Winter Springs PIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO 1126 E. St. Road 434 MAIL 3() DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, FAILURE TO MAIL SUCH NOTICE SHA NO OBLIGATION OR LIABILITY Winter Springs, FL 32708 OF IND UPON THE COMPANY ITS AG TS O REPRESENTATIVES. .. OCT 26 190 13:25 1 HAARTZ- MASON, INC. October 26, 1990 Jaysan Corp. 100 State Rd. Hinter Springs, FL 82706 : hinter Springs Fire Station lemon: PAGE. 02 Pleas* be-advised than Jaysan Corp. i0 an approved tz- liason applicator authorised to install our Hyehield Hypalon ing system. Hearts -Mason accept& the use of Dypla &t reo- shield polylso-- rate insulation under our HyShield MIn alon membrane. We acknowledge that the existing roofing consists of a built roof installed over a plywood deck. The existing roofing will torn off down to the decking and replaced with the new ulation and membrane. This is aeeptable to Haartz- Hason. Should you need additional information please feel free to at us. Sincerely, Jim freedman General Manager Roofing Salon 70 .. nt Sirm • Watertown, Massachusetts (mil M • (61 f) 926.2300 • FAX (lilt) 8Z3; UW OCT 24 190 16:39 DYPLAST M1AM1 465 P01 ' WDUSTM PC, BOX 440M • MIAAN. FLOQCA 39jAt'c ' r i�c;'EQDdY 2-4. 1990 s 5ifunysid,4 Specialties FAXs 407-869-1946 t: ► p,,. ,box ao A-lachua , Florida 32615 f :Mteatt,gas Mr. tuba Griffith 9�W.srencss Winter Springs Fire Hourve •' Sar Mr. Griffiths ' Tire roof insulation loo-Shield Adbered Pius, faced with GAF Ultra • °= =� Focer 84 will provide an aged A -value of 14.29 in thickness of 2"*,' -as 6_ M Iroquir *d for roof OPpiication, on year av ;rage ambiept tespersture's t #� •project locution. :•� .1' ,. :DV-.p -LAST FORTS INSVLATZON ZNDUSTRIBB ' t •�? i gard' Vag aI ! i firgsaurer ;ct-s -David ftnker s_ 4Tim Franz ` a - D,YpLAST - LAKMAND oYPLAST - MIAMI OYPLAST - ANDERSON, S.G. ' t�dcal�l=bride Frontage noM Miami, Florida 344 R" w� SM Highway ' 29S 045. ' (813) 68$•8879 (306) 251.4837 (803) 296 - .'342 OCT --S ' `. e DYPLAST MIAMI fit.:: s'.: �''' •� ' . Jtt 7C 476 P01 PO, pOX 440488 • WAW. PLOMiOA 341 'r. YSi•,d, �.z,�:a !ties FAX, do7- 869 -194 aI fre 326 SAT. r ma_ P'T. #� "i4 —i }� •r+re House e T• ~�r�n�'�;;= ij),��er Springs P'Lra ' insai�'tinn xio.- Shield Adhered Pluso laced with CAF ultra ': aril! provide an aged R -value of 14.29 in thickness at 2 ". to ,;Ior root ppplicstiQn, on, ywar av +rag• subient temperatures of et location. Iso -cUeld material. meets RHi• -530 supereades Kxl- 1972/2. F, IRSULATIO9 1140USTRZZS +tea T; , �:.� i :.`•r`� r "''RAND goad DYPLAST - MIAMI 1020 S.W. e9th Avenue Mlatnl, Fiodda 33144 (3M 261.4637 AYPLAST - ANPERSON, B.C. Roue I. Hlgh"y81 South ' Starr, South CsltWna M" (10$) 298124 /eAV% ftCO_i dAO S.. 1 2 3 4 5 G 7 8 9 10 11 12 13 14 1s 16 17 18 19 20 21 22 23 24 25 25 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 4r 47 48 49 50 J1 5 53 54 R00RINO WARRANTY WHEREAS of (Address) herein ca 1, 1 ed the r"oef ing Contractor", has performed roof i ^� and associated ("work "} on fo +lowing Pro +ect: Owner: Address: Name and Type or 2L iId ng: Address- Area of Work. Roofing /f'iash nqs Cate cf Acceptance- Warranty Period 2 years a c n r• fix . ^ r� en f _ ANO WYERSAS Roof i n Contractor i s co nt a tLd g ?�� o r � � (ei *nor direCt,y +' r cr. in ira •+c a ntr• F rf with the Owner ,� d C..y u a .,1:`�L'0 � � aC Or} i,:0 war! -ant �n >C i. work against I -caks and faulty or deFect.v12 ^Ia.0rial, ar,d workrnan,ship for desi ,,nated Warranty Period N C W THERE[ ORE Roofing Contractor hereby warrants, terms and condition: herein •see_ fort -h, gnat d,jriM1, W:' :r•r<tn Y Period, he wil l at his own expense, make cr cause to be Trade Suc!) repairs to or replacem,:lnts C ')aid ;work its rare n ^cr— ,sS,'.; 0 correct faulty and defe - ctiYe worl, and c'.s arc' r,L-cc ar` to maintain sa'd work in wat-ertight condition. r This Warranty is made s1ib4eCt to the following, lowinJ t^rlNs i ?nd conditions. 1. Specifically exciudad rro.m this ;parr; my are co t, s to man;_ e and other parts of thr, building, and ,o •.')u i ?din -o ccntents, by. a; liChtn ing, wind'stcrim b fire; c; !a' Turn of r, ,r-;r„ system suvstratC inch: din g, crack4n c , sett11 er.ent nvCncc��!' defle i cton, deterioration, anr� deComposition 7au';ty construction of parapet wal 1 c, cop` ^Rs, c,'I rnnoys, ikyI tgnt,, vents, equipment supports, and ether ed,, e conditions and penetrations of the work ; of vapor condensation on bottom of roofing; and fl activity c, r, r•o0fin n c_w ethers :nr'udinq Con;!ruction contractors, rr'aintenanc'' ;? rSOn „: ?1, other n"r5)nS and animals whether al:'thor'i -r'd c)r C; :wnr ?uth ^r z!'�l N/ i !i (? (�;wr,cr. When work has been damage ,n of � 11,r a ;;,y, shall be null and void unt i1 s,:ch damace ha "gee^ r A 0 bar Roofing Contractor, -,'nd until cost a�,d exile -nSP 'Lhern,i h Fj,�.,,� paid by Owner or by, an ether r,s!i;j(t ; .bl e p..r v �(o ; rnrl.f n.{ 2. The Roofing Contractor n 01rlli ^e �o tticr'< cov ereij :�y tin i s ty,nrr•an .•, , In j r7 1 n_” T damages to bTu .'ding or building cc ^'' +nn} -rn r. ca't r 1 o faults Or defects of work. v - � 0 � t? <•,.. r 3. During Warranty Period, i f ^,riser allows alt2r:,tinn of ,,tork bv anyone other than Roofing r'J('trac``or, including Cu`:r-;r-+� n,;.f -,h* ' and faint °nance in n 2cti i +''•'� n e?-r t c co..n or �r,�i. � n a ions � :,�;���� ^, other `,cork, and i^.Ositionin? of ranything an roof, th ` �n�:rrant shall become nul l and void pr_n of id ' �,r + ice,. , a ai a.. or,.., r', c ^1y to extant said al _orations affr,Ct�nC. c !; covered by ;.a;i,; Warranty. if 10w ^der enC�tu1f?S Ro ^'ina %C.r -; ;. :moo^ i.] '!"'^ a',.erat ions, Warrant snz.11 n. i, `t?Cr :r.. i �r• T :''� ^T '' .% t. .� . L is U L `i Roof'.ng COntr'ac tor , -prior tc pro,coeding ,vii `1 said wor''' have. not:'fi0r' Owns, n I wrrtin„ s,Iov; ?0 7•;'as0i,I,.,1(` Cii'y:C? ar claim that Said alterations would 1'ikely damage c ae ;eriora work, t'riereby reascnab:y „ "stify;ng a 1iin`-,t, fin or ±(,,•m.; ;t;,� V of this 'Warranty. 4. During Warranty Period, if Original use Of roof i3 ch,.:nnc,;; and it becomes used for, but was r.Ot Or ?q ina11y pooh' ^Ci fC'r, a promenade, work deck, spray CCO1['d S:•'faCe, �lr��ned bZ; r Or other use or service more severe than or ,g !c:';',1i S'?cCif-,C., i* Warranty Shall become nUil an di void upo, deter` of said chanU;s but t Only to extent solid chc'nn2 affec S work coverr� ,y t';ls ;,'arrrn'hy, 5. The Owner sha? l pro.- n t 1y not i f y Roof i n g Con ractor of observed, known or suspoctod leaks, defect Or dc:'teriorat -io. and s "all afford reasonable cnpC; - tun 1ty for Rceofi ^o CcrnC,r1ctor to inspect work, and to examine. evide^:c2 of vc' - leaks deterioration, ' 6. This Warranty is recognized to bo the only warranty of Rcof -ng Contractor on said work, and si ^al i not cperat o to restri rt r,r Cut off Owner from other rcm. ed ir—, and rc.?se L'rc es ' a. w f l I available t0 him ';n CaSeS Of ; "OCf'i.ng faiiurL, t c, i cai'i this Warranty s ha' 1 not o;crate to relieve nnnfino COniractor• Of responsibi1 ity for performance of or Final t•,r:ri in accordance with `'equirem2ntS o ?' ,I�2 ContrI Doc:.,.ie,vtS • regardless of whethr_r Contact was a c`.).,jt ac: rig ^r_t1y ��ir�� Owner Or a s': be Ontract `rri t 01 'ar.c?r' S general Con t rac? Or. I'V W.'RcaS TH RE0F, this lnsyrumert has been dL:I;y exOrµ?-nd 1-h4s day of e � l i JrZ .. i Sr ^'J r -Do 7'a t it T t 0', 7 1 , r_r, OuplastISO-SHIELD10 ROOF INSULATIONS PP-- Product Presentation Dyplaot loo-Shiold Roof inoulatione ooneiet of a thermally ofHoiont, oloeed call poiyiaoeyanurute foam Coro integrally bonded to various facers, the selection of which is dependent upon the end -use roofing application. Iso- Shield Roof Insulations are designed for use as an Insulation material in roof deck construction for new roofs and in most reroof applications. ADVANTAGES • Thermal Efficiency —Iso- Shield Roof Insulation's closed cell construction provides optimum insulating val- ues at minimum thickness. • Lower Installation Costs— Lightweight panels increase application productivity and facilitate handling. • Strength —The polyisocyanurate foam core is Integrally bonded to various facers for added strength and durability. ISO - SHIELD STANDARD — ISO- SHIELD ADHERED PLUS Non - shrinking, stable, white, glass fiber facers both sides. APPLICATIONS: Suited for most loose -laid bal- lasted and mechanically fastened SPM. Also satis- factory under fully adhered $F M, conventional BUR, and modified bitumen membranes where field- applied cover boards are mechanically installed. FK class I approved in mechanically fastened SPM and in BUR over non - combustible decks. FM Class 1 for certain reroof applications. UL Class A Roof Component over non - combustible deck for SPM (ballasted & mechanically fastened) and BUR systems. Meets Federal $pecification HH- 1- 197212 Fully Adhered systems are NOT to be attached directly to the glass fiber facers of Iso- Shield Stan- dard. Suitable overlayment must be used. Standard Sizes: Thickness 1" to 4" W: 48" L: 48" or 96" Tapered or Flat Black non - asphaltic coated glass facers on both slde5- APPLICATIONS: Suited for loose -laid ballasted and mechanically fastened SPM, fully adhered SPM and BUR systems., FM Class I approved in mechanically fastened and fully adhered SPM and in BUR over non -com- bustible decks. FM Class I for certain reroof appll- cations. UL Class A Roof Component over non - combustible deck for SPM (ballasted, mechanically fastened & totally adhered) and BUR systems. Meets Federal Specification HH- 1- 1972/2 Standard Sizes: Thickness: l" to 4" W: 48" L: 48" or 96" Tapered or Flat )CT— 1 8 -970 THU 1 5: 5 1 SUNNYS I DE SPEC P _ 0 1 4l—IN w oupiast ROOF INSULATIONS ISO- SHIELF 07=QtDYP BUYLlne 0533 RECOMMENI)ED FASTENING PATTERNS to meet Factory Mutual Research Windstorm Resistance Classifications indicated. 190 BUR, FM I -90 �.�- c 12" 1 Fastener per 3 sq. ft• • , • oT . �+ 8, : T' r (4' x 8' board = 11) , �: "��1y� y % =, r ° 12` Y�`j. �' - + * *r � ».rye•. �� 1 Fastener per 3 sq. ft. W I I "..� (4+ x 4' board 6) 12"-�- 24" -#-z4' -�- 2a- -1,12- �x - .4 tt 96" - — 48" •-- 1 -90 1 -90 FULLY ADHERED SINGLE PLY,; FM 1-90 48m 1 Fastener per 2 $q. ft. . � ► �, y �'� w . y M w. ti' , - R. gj (4' x 8' board - 16) r I. r r 2 ft. • ie "-�' ,e "1 19� +e"-� ,a•' -� � iit ^+ i Fastener per ,8" . (4' x 4' board 1- ti) ss" --- --- -� 1 -90 3W 4B- 6.-Li p may..• r +� 1 w 1 Fastener per 4 sq. ft. - --- 84 M " (4' x 8' board - 8) 48 1 -60 1_6p j7t BUR, FM 1 -60 940 400 1 Fastener per 4, sq v�': IL (4' x g' board = 8) ;.`�- f #FYI •►":.r ..Y� °• .� ! 1 I (4 Fastener per 4 4) ft. 12" 24 ^-+12" 12"�'- 2A" - 24 "� 24" 41 z "I APPLICATION RECOMMENDATIONS P STEP i : Lay the Insulation down on the metal deck in front of the work crew and sight (o( snap a chalkline) along the top flanges of the metal deck section to insure that the screws penetrate the top deck. STEP 2: Place the fastener plates on top of the insulation according to the FM- Approved Festering Patterns. Please consult FM for current recommendations, ;STEP M. Drive the screws through the holes In the plates, through the Insulation, and Into the top flanges or the metal decK using an automatt electric screwdriver vdth posi- tive clutch disengagement and an adjus- table nose piece, For added efficiency, GAF hiohly recommends the use of the GAF* Shorteee Tool with the electric screwdriver, APPLICATION RECOMMENDATIONS FOR CONCRETE DECKS Fastening patterns for individual insulation boards attached to structural concrete decks should be determined after thorough evaluation or concrete, insulation Goarci and uplift criteria. Laboratory pull -out strengths of GAF IITEe #14 fasteners In strut. STEP 1: Place the Insulation down on the concrete deck. tural concrete are significantly higher than standard fasteners Installed in a stool dock. Field confirmalicn of overall system is recommended prior to determination of fastener spacing. STEP 2: Detach the driving bit from the GAFTITE* Driving Tool, and with the hammer drift bore holes in a preset pattern through the Insulation and into the concrete with the masonry bit. The screws must penetrate the concrete at least 1" and the holes must be drilled W deeper than the screws penetrate. r�l �r I OAF RUILDINQ MATkRIAtLS CORPORATION A Subsidiary of GAF CORPORATION 1361 Alps Road Wayne, NJ 07470 ru GAF Sulldim Materiels Coroorallon 1909 4219.3134M Plolod1 In U.S.A. STEP 3: Place the screws and plates over the holes. Attach the extension sleeve sack on to the masonry bit. Using the Phillips bit of the driving tool, and with the hammer drill remaining In the hammg t mt2de, drive the screws through the holes In the plates, through the Insulation, and into the concrete. .A!tsm r�..�. ABOVE ALL IT'S A tt � ROOF 59 41 D ' SENTIRI T.M. L'0NG -LIFE FINISH Extended Cgrroslon Resistance: Corrosive aWMents are present in the atmosphere at ever Increasing levels, The problem is compounded in old roolinfl maieri�is which have been damaged by moisture and other contaminants. SENTRI w Is a specially tor- mutated coating for mechanical fasteners used In new construction and wr000ng application$ where extended corrosion protection may be needed. An Organic Film of Plastic -Like Alloys: SENTRI Is a composite fluorocarbon coating combined in a matrix with organic polymers, resins, pigments and corrosion Inhibitors. Those components combine to form unlade plastic -like alloys which Improve reel* ance to harsh chemical attack. Applied to the entire fastener in multiple cuts and cured at high temperatures, the resulting finish has exceptional adhesion and durabI tlr, SENTRI" Finish Survives 30 or Moro Kestemich" Teat Cycles: Kestemlch tests are performed In Appllsd in strict accordance with DIN 50018 specIflcatlonc (2.0 More ouHur dioxide gas In 100% Multlpte costa relative humidity at a consistent temperature d 40"C/1041F). One test cycle consists d 8 hours In this acidic environment followed by 16 hours at normal room temperature. The KeMemich unit simulates corrosive atmospheres normally associated with 'acid rain' conditions. Sulfur Dioxide Gas Is introduced Into the cabinet and combines with water vapor orealing sulfurous acids. Similar acidic conditions can exist In wet root systems usually caused by leaks through the old membrane, condensation of contaminants eMer- A'provod Ing the roof envelope from below, or decay of old insulation boards In the existing roof (GAF• does not recommend going over wet roots). SENTRI 10 survives 30 or more test cycles with no significant corrosion) Most rvsuna OVDADI fo on roqu"t. CAI,TiTE6 PLATES (NEW CONSTRUCTION AND REROOF CONSTRUCTION) AMMMEN Galvalume coated 26 ga, carbon steer Wale or 26 ga. 300 series stainless steel a r plate_ f=actory MutUal Approved for Insulated steel roof deck construction or structural concrolo dock securement of Insulation boards as outlined In this bulletin and in Factory Mutual Approval Guide and Sup - elements. Includes built -up, modified bitumen and single plies as listed In the - FM Approval Guide and Supplements, DISTRICT SALES OFFICES GAFTITEOLOCK PLATE Injection molded high - density co. Polymer, formulated for exceptional im- pact strength and cold crack resistance. Designed for use with GAFTITE+ #14, and # 12 screws, the fastener head locks Into the plate and cannot back out, resisllno roof membrane domago duo to root construction traffic. Compatible with asphaltic or single ply membranes. Factory Mutual Approved as outlined in this bulletin and in Factory Mutual Ap- proval Guide and Supplements. i3allas, TX 75265.5607 RO, Box 225607 Fontana, CA 92335 Minneapolis, MN 55411 Savannah, GA 31408 Tampe, FL 33675 2600 Singleton Blvd. 11800 Industry Ave. Southwest Industrial Nrk 50 Lowry Avenue, North Phone (612) 629 - 9121 PO Box 7329 Brampton Roac1 5138 Madison Avenue P.O. BOX 5176 Phone (214) 637 -1060 Phone (714) 681.5711 MI, Vernon, IN 57620 Phone (812) 964 -1517 Phone (813) 248-6202 Erie, PA 16512 PO. Box 1128 Millis, MA 02054 60 Curve Street PQ Box 112 Givens Road So. Bound Brook, NJ 08880 35 Main,Street Foot of Sassafras Phone (814) 452 -3291 Phone (Me) 378,2661 Phono (812) $38 -4661 Phone (201) 358 -3000 TECHNICAL SERVICES OFFICES Daces, Tx 75265 -5607 P Q Box 225607 2600 Slnpleton UNd. Phone(214)637.1060 Plainfield, IL 60544 Wayne, NJ 07470 600 West Lockport St. 1361 Alps goad Phone (816) 436 -2299 Phone (201) 829 -4127 uArviTicm noor- 111MOUlLA-rian ir,pe,© -raisin a 6VOTCrllr Tho tipte and money saving way to lock insulation down to stay, The GAFTITE Fastening System is an important part of the • No more bitumen or other adhesives. No more mopping. GAf-"' SUPER SYSTEM Of quality commerical rooting prod- * more nailing. ucts, which includes energyseving GAFTEMPO Insulations, e 50% less labor. Installation is quick and easy with 50% less tough GAFGLAS« Membranes, weathar - resistant Rubtvolda (rr i, ,,, ,• q..,rr nur I �,.r,Gii.,r,,rl i.ril Nrgr.►li��l u" Ilirnp: MB Modified Bitumen systems, easy to install Vent Stacks rr,r) ►lull IqN• „I r;► nr► nl , :qr�l r:nriliny ; I'w:rytl►inq tram Ihn • I sd►vt, Nrulen.:l►c"r UYt111 rai wi+ry uNlrll, VrLr, ►l ►ur► u►rl) 4_0 r Ilro UAFIIIL RULIl Iiivulahoti 1- uslor►bip System, consisting structlon movement. of GAFTITE0 #12 screws for most steel and wood docks and • Greater customer satisfaction. GAFTITEe # 14 screws for steel, wood and concrete decks, • May be covered with any standard roofing membrane, represents "e growing line of lastening systems being devel• e SentO coated for added corrosion resistance• oped by GAF* for every type of deck. NEW & REROOF CONSTRUCTION FAST'ENEN'SELECTION, QAFTITE 01; 6T>SEL gOOF DECKS SENTRI'" COATED NOMINAL 3%* 3W W 6« 6a 710 5" LENGTH _ INSULATION Up Up U �d" 1" 1Y, "' /." 2!4" 3rd" 4'/" COMPOSITE to to t0 to t0 to to t0 to t0 THICKNESS RA W NGE 1►" 1%" 2W. 2i4" 344 � 44" 444" 5%11 OW x%" rh Aporeved a NOMINAL t RNdTW 19,4- 2V 2V W 31V . 41V 4" 6" 7" 8" INSULATION Up Up Up tip Vii" 1'h" ZM 2" 3" 4" COMPOSITE to to to to - to la to to to THICKNESS 94" 1'A" 1 fi". 2'4" . 3W 4~ 3" o" 7" RANGE CONCRETE DECKS (STRUCTURAL) NOMINAL. LENGTH 1%" 9% g +nom t " , °. 3i6" ...,.41A► ",: i ° �N ` ,q i" 7« A« INSULATION Up 44 13(i" 1 i" 4A SW" : 6h" COMP THICKNESS g►" to to tQ ; . to ak U , to ` ' ` toT to, =''., to , to to RANGE 1 %il" 1" 2'�" • 294" 3!h" *4" 5" t3V�" 7" WOOD ROOF DECKS ; ,.4 41- . ., NOMINAL LENGTH 144" NOTES:''- 1 • FM approved steel deck$ are 18-20-22 ptlwge, Install with 2000.2500 RPM screw Burs with a f 3 Phillips bit. 2, FM approved wood decks include RR.' plywood and 2" dimenoonat lumber (2000.2500 RPM drlver� 3. Structural concrete to be predrllted with slr�ndard'11r1" barbide bll to ►4" deeper ftn fasta►er penotration. Install fasteners with slow speed (1500 RPM maxknum) hammer drill with tool in hammer mode. Use #3 hardened PhilliD$ bit to drive fasteners, 4. Special screws are available In 10" thru 16" lengths lot Installation Into steel and wood decks, Consult your GAF District Sales Office for other lonaths. x CAFTITE811 2 STEEL ROOF DECKS SENTRI' "COATED NOMINAL LENGTH 1Ns" 2'/." +trh" 3�/." NOTESt 1. Steel Root Decks include all FM approved 18 -20.22 INSULATION Up Up Up 1" gauge. 2. FM approved wood decks Include F.R. plywood and to to to to 2" dimension lumber. THICKNESS 14 " 1 " � 2yi I 3�i " 3. Inst II with 2000 -2500 RPM screw guns with ,/3 RANGE hardaned Phillips driver bill. WOOD ROOF DECKS NOMINAL LENGTH 144" 21/4" 214N 3%0 INSULATION Up Up Up 1" ; COMPOSITE to to to to THICKNESS 1,4" 1" 2%" , (A 0 P Test Method HY SHIELD - Thickness (nominal) . v Reinforced Hypalon* (CSPE) i — Roofing Membrane Breaking Strength ASTM D -751 2. MANUFACTURER Elan ;ion ASTM D -751 RPM HAARTZ- MASON, INC. i ASTM D -751 270 Pleasant Street Ozone Resistance* (104 days 0, 300 pphm 0 104 °F and 30% el ASTM D -1149 Watertown, MA 02171 s ,r c Phone: (617) 926 -2300 Shore A Hardness 0 3. PRODUCT DESCRIPTION ? s�, Basic Use: HY SHIELDTM mem- Puncture Resistance F. 191 B Method 2031 brane is a waterproofing system for roofing applications over a variety of d roof decks with approved insulated substrates or approved in place roof - ing surfaces. The membrane is rein- forced for strength and stability, and is colored white for reflectivity. In its P Test Method Specification Thickness (nominal) . — 0.045" Wei t — 0.300 lbs. /sq. ft. Breaking Strength ASTM D -751 225 lbs. Elan ;ion ASTM D -751 25% Tear Resistance ASTM D -751 90 lbs. /inch Ozone Resistance* (104 days 0, 300 pphm 0 104 °F and 30% el ASTM D -1149 No cracks Loy' Temperature Flexibility ASTM D -2240 Pass --40° F Shore A Hardness ASTM D -2136 80±5 Color — White /Grey Puncture Resistance F. 191 B Method 2031 200 200 lbs. } X x uncured state the membrane is that- **Unteinforced NOTE: For availability and quantities of 2 s moplastic allowing seams to be either membrane only colors other than white, please Z aw heat or solvent welded. Once in contact the Haartz -Mason Tech- co o place, the membrane cures into a vul- nical Department. M canized rubber. The membrane ex- p� 9� hibits excellent weatherability, is E compatible with asphalt, and is ex- tremely resistant to many chemicals F, v Z and pollutants. The membrane is se- 4. TECHNICAL DATA the overlapping seams are either heat s _ cured by mechanical attachment to Table 1 or solvent welded. if welding solution the roof deck, ballasting, or by fully is used, keep away from the insula- a adhering to the insulation substrate. tion substrate. Once ex sad the ce S. , INSTAL.LTION expo Limitadons. HY SHIELD should membrane cures into a vulcanized V i Z not be used in the presence of aromat Haartz -Mason provides detailed rubber. Once cured, the HY SHIELD is hydrocarbons, chlorinated solvents, instruction and consulting services to membrane can be welded with the _ and oxygenated hydrocarbons. The architects, engineers, and trained use of HY SHIELD activator solution i material should be stored in a dry, licensed roofing contractors for and seam primer prior to heat weld- W cool location. Do not remove from specif)ftl, detalling and installing HY ing. A sample test heat weld will rev - °ti► 3 protective packaging until ready to SHIELD "under various field condi- eal if the membrane is cured. All � m use. tions. The following are Instructions seams must be checked for inte ri s Composition and Materials: HY in general (Note -these instructions ty. Cut edges of the membrane where N SHIELD is formulated with DuPont's are to Inform only and are not suita the scrim reinforcement is exposed Hypalon (chlorosulphonated poly- ble for actual irstallation.) shall be sealed with HY SHIELD seam 3 k ethylene) synthetic rubber com- e�l atilan of Substrate. The caulk. " Z Pr G pounded with stablizers, process aids, substrate onto which HY SHIELD is Attachment of the HY SHIELD "� A and pigments. The membrane is rein- to installed shall be clean, smooth, membrane to the roof deck is accom- o i forced with a synthetic fiber fabric. free of debris, sharp particles, or other plished by means of Haartz -Mason c Size: Factory made sheets in rolls irregular surfaces. All existing sub supplied fasteners. Fastening patterns i A.` of 64 inches wide by 80 ft. long and strate surfaces are to be verified as ac- 32 inches wide by 80 ft. long. ceptable. Color. White surface /gray bottom, Placeniient of HY SHIELD mem The - -point DatO Standards: Consult Haartz- Mason brow: HY SHIELD membrane is un- from "kaont=pycl hW bycSl,1%4,1%5,1%6,1%7, for specific standards. rolled Into lace u d `sal b' PeR1`"'°" of "e ''°" �'" t* P upon the roof and g�Rute, Inc., Washing0n, D.C. 2W36. i :u HAARTZ- MASON, INC. HY SHIELD Hypalon * Mechanically- Fastened Specification Table of Contents 1. GENERAL PAGE 1.01 Description ......................... ............................... 1 1.02 Related Work ....................... ............................... 1 1.03 Submittals .......................... ............................... 1 1.04 Quality Assurance ................... ............................... 1 1.05 Delivery & Storage ................... ............................... 1 1.06 Warranty ........................... ............................... 1 1.07 Precautions ......................... ............................... 1 1.08 Approvals .......................... ............................... 2 2. MATERIALS 2.01 HY SHIELD Membrane ................ ............................... 2 2.02 Accessories ........................ ............................... 2 2.03 Separation Layer .................... ............................... 3 2.04 Insulation .......................... ............................... 3 2.05 Vapor Retarder ...................... ............................... 3 2.06 Wood Nailers ....................... ............................... 3 2.07 Walkways ........................... ............................... 3 3. EXECUTION 3.01 Cautions ........................... ............................... 3 3.02 Preparation of Substrate .............. ............................... 3 3.03 Installation of Vapor Retarder .......... ............................... 3 3.04 Installation of HY SHIELD Coated Metal . ............................... 3 3.05 Installation of Insulation .............. ............................... 4 3.06 Installation of Separation Layer ........ ............................... 4 3.07 Application of the HY SHIELD Membrane ............................... 4 3.08 Fiashings ........................... ............................... 5 3.09 Pipes & Penetrations ................. ............................... 6 3.10 Roof Drains ......................... ............................... 6 3.11 Expansion Joints .................... ............................... 6 3.12 Pitchpockets/ Pitchpans ............... ............................... 6 3.13 Sheet Metal (other than HY SHIELD Metal ) .............................. 6 3.14 Daily /Temporary Seal ................ ............................... 6 3.15 Maintenance ....................... ............................... 6 Fastening Patterns for HY SHIELD Membranes .......................... 7 Insulation Specification for HY SHIELD Membranes ......................... 10 * "Hypalon" is a registered trademark of E.I. DuPont de Nemours Co. Inc. USA HYSHIELD SINGLE -PLY HYPALON MEMBRANE ROOF SYSTEM MECHANICALLY- FASTENED SPECIFICATION 1. GENERAL 1.01 Description Furnish and install a mechanically- fastened roof system in strict accordance with the Detail Drawings and Specifications fur- nished by the Haartz- Mason, Inc. ( "H -M "). 1.02 Related Work A. Rough carpentry other than work performed by the H - M Roof- ing Systems Applicator ("Contractor"). B. Metal work other than HyShield Hypalon Coated Metal. C. Sealants and waterproofing other than that used by the Con- tractor within the HyShield Roof System ( "HyShield System "). D. Modifications to mechanical systems. E. Modifications to plumbing. F. Modifications to electrical systems. 1.03 Submittals A. Submit H -M's Detail Drawings and Specifications and any other technical literature which completely describes the sub- strate preparation and application method of the HyShield System. B. Submit samples of the HyShield membrane and each acces- sory provided by H - M for this project. C. Submit a letter from H -M which certifies that the contractor is a H -M Roofing Systems Applicator who has been trained to install the HyShield System. D. Submit a letter from H -M which approves the other compo- nents in the roof assembly that are not supplied by H - M. H- M's approval of these materials is to deem their compatibility with the HyShield Roof System only. Samples of these com- ponents may be required by H - M. E. Prior to bidding, but at the latest before ordering materials, submit to H - M a completed "Request For Guarantee" form for approval. 1.04 Quality Assurance A. Application of the HyShield System shall be performed by a H -M Roofing Systems Applicator. B. Upon completion of the work, ai observation by a H -M Tech- nical Representative shall be made to determine, as best as possible, that the HyShield System had been installed accord- ing to H - M's Detail Drawings and Specifications. 1.05 Delivery & Storage A. Materials shall be delivered in their original, unopened con- tainers or packaging and be clearly labelled with the product name, hazard warning labels and identification codes (as ap- plicable). All adhesives, solvents, welding agents, sealants, and caulking materials must be stored between 40 °F and 80 °F. Those materials exposed to temperatures lower than 40 °F must be restored to 60 °F prior to use. B. Never cover HyShield membrane with a black tarp or any other absorbant materials as this can lead to premature fusion (blocking of the rolls). C. Do not place rolls of HyShield membrane directly on top of each other D. Patch any wrappers of the HyShield membrane rolls that may have been damaged to prevent exposure of the membrane to sunlight and moisture. E. Do not overload the roof deck with excess weight. F Protect metallic accessories, equipment and containers from moisture. 1.06 Warranty A. At completion of the work a H - M Technical Representative shall observe the workmanship applied and, upon approval by H- M, a five (5) year Guarantee of watertightness shall be issued to the Building Owner ( "Owner "). B. Prior to the observation, an option for a ten (10) year Guaran- tee is available at additional cost. 1.07 Precautions A. With all roof systems, chemical contamination must be kept to a minimum. Although HyShield exhibits excellent chemical resistance, contact the H - M Technical Service Department for detailed information on the compatibility of HyShield products with specific substances. B. Do not bring HyShield membranes into direct contact with any fresh bituminous materials. C. A check must be made to determine the suitability of the deck for the use of mechanical fasteners (Refer to Section 3.02). Should the roof deck be subject to vibration, higher than 100 feet, in a particularly windy area or in a wind zone greater than 90 mph, contact the H - M Technical Service Department for specific recommendations. D. Do not reroof over existing wet roofs. Replace wet areas or tear off the existing roof completely. E. Do not roof over ponded water, ice or snow. F Roofs over buildings having high internal humidity, such as swimming pools, textile mills, paper mills, etc., must have ade- quate condensation/ vapor control. Refer to section 2.04. 1.08 Approvals When written approvals are required, please contact the H M Technical Service Department. 2. MATERIALS All materials used in the roof assembly shall be furnished, specified or approved of in writing by H -M as referred to in Section 1.03. Materials not furnished by H -M for a specific project are not covered by the Guarantee. 2.01 HyShield Membrane A. The HyShield membrane shall be a 45 mi1(0.045" or 1.1 mm) thick, woven polyester scrim reinforced Hypalon (CSPE) based sheet formulated for direct exposure to the elements. The membrane shall have a white top surface with a gray under- side, be labelled accordingly and shall conform to the follow- ing physical properties: Properties Test Method Specification Thickness 0.045" Weight 0.30 Ibs /sq.ft. Breaking Strength ASTM D -751 225 Ibs Elongation ASTM D -751 25% Tear Resistance ASTM D -751 90 Ibs /inch Ozone Resistance' (100 days @ 104 °F and 30% elongation) ASTM D -1149 No cracks Low Temperature Flexibility ASTM D -2136 Pass -40 °F Shore A Hardness ASTM D -2240 80 ± 5 Color White/Grey Puncture Resistance F.T.M. 191 B 200 lbs. Unreinforced membrane 2.02 Accessories A. H - M HyShield Hypalon Coated Metal - used to fabricate base flashings, drip edge and gravel stop details, pitchpockets and scuppers. HyShield Coated Metal shall consist of 0.023" thick G90 galvanized sheet metal laminated on one side with 0.028" thick, unreinforced HyShield membrane. B. H - M unreinforced 0.055" HyShield membrane - used to field - fabricate ventpipe flashings, cover coated metal to coated metal joints, inside and outside corner patches and other de- tails where the membrane must be formed to irregular shapes. C. H -M HyShield Activator /Solvent - Welding Agent HS -19 - used to solvent -weld HyShield membrane to membrane or to coat- ed metal, wiping of seams prior to heat welding and as an aid in welding of cured membrane. FLAMMABLE! Refer to Section 3.01 D. H -M HyShield Seam Caulk - used to seal edges of exposed scrim of reinforced HyShield membrane and at all "T" joints formed by overlapping membrane. FLAMMABLE! Refer to Section 3.01. E. H -M HyShield Bonding Adhesive - used to bond HyShield membrane to clean and dry surfaces other than membrane or coated metal. Do not adhere the HyShield membrane directly to fresh bitumen. FLAMMABLE! Refer to Section 3.01. F H - M HyShield One Surface Membrane Adhesive - used for the same purposes as 2.02 E but is only applied to the sub- strate. FLAMMABLE! Refer to Section 3.01. G. H -M HyShield Seam Primer - used in the welding of cured membrane. FLAMMABLE! Refer to Section 3.01. H. H- M Pourable Sealer - a curing mixture used as a waterproof- ing topping on pitchpockets and as a joint filler for gaps in the substrate more than 1/4" wide. Pitchpocket toppings are an Owner - related maintenance item not covered by the Guarantee. I. H - M Water Cut -Off Mastic - a cartridge and caulking gun ap- plied sealant used at drain flashings to seal the HyShield Sys- tem from water entry in case of drain backup. J. H - M Night Sealant - a curing mixture used to temporarily waterproof the edge of the HyShield membrane at the end of the work day. K. H -M Caulk - a one -part, non -sag polysulfide, polyurethane or polycarbonate sealant used to waterproof surface -mount reglets or as required on the Detail Drawings. All caulks shall be compatible with HyShield membranes. Silicone is not an approved caulk unless held in compression as a gasket. Do not use caulking on pitchpockets. Refer to Section 2.02H. Caulking is an Owner - related maintenance item not covered by the Guarantee. L. H -M Fasteners/ Plates - membrane fasteners and plates shall be supplied by H - M. Insulation fasteners and plates not sup- plied by H -M must be smooth - surfaced and free from sharp edges. Insulation board fastening shall be as required by the board manufacturer for use under mechanically- fastened membranes, but in no case less than the minimum require- ments of H - M's Specifications. Refer to the Detail Drawings. !.03 Insulation Insulation board type and thickness must be approved in writ- ing by H -M to determine suitability as a substrate only. Writ- ten confirmation from the board manufacturer is required that the board is both suitable and intended for use under a mechanically- fastened Hypalon membrane system. Refer to Insulation Specification Chart for specific requirements. 2.04 Vapor Retarder The use and location of a building may warrant the use of a vapor retarder. The need for a vapor retarder is to be deter- mined by the Architect or the Owner's designated roof con- sultant. Refer to the National Roofing Contractor's Association (NRCA) Manual for guidelines. 2.05 Wood Nailers Wood nailers must be pressure treated for rot resistance and be grade #2 or better. All wood nailers must be fastened to resist a force of 175 Ibs /lineal foot in any direction but in no case shall less than 5 fasteners be used in an 8 foot section or 6 fasteners in a 10 foot section. Fasteners must be coun- tersunk below the surface of the nailer and be corrosion resis- tant. On REROOF applications without a tear -off, the original nailer must be inspected for rot or infestation and replaced accordingly. NEVER install new nailers over existing gravel or slag. 2.06 Walkways In order to help protect the HyShield membrane from damage, walkways must be installed at all areas of frequent traffic. Damage from abuse to the roof is not covered by the Guaran- tee. Walkways may be either precast concrete pavers or rub- ber mats. An additional layer of HyShield membrane is required as a protection layer between the roof surface and the concrete pavers. Rubber mats may be secured with an approved adhesive. This adhesive is an Owner - related main- tenance item not covered by the Guarantee. The protection sheet must be continually welded to the roof membrane if slopes exceed 1 inch per foot, or if the roof is in a particularly windy area. Avoid installation of walkways at low points of the roof where ponding water is likely to occur. Allow regular gaps in the walkway to prevent hindrance to water runoff when the walkway runs across the slope of the roof. 3. EXECUTION 3.01 Cautions A. The adhesives, solvent - welding agents, seam primer, and sealants contain ingredients which can be toxic and extremely flammable. Use these products only in fully ventilated areas. Avoid breathing vapor and do not use near heat. sparks, or open flames. Do not smoke while using these materials or in areas near them. B. Read and follow H - M's Material Safety Data Sheets (MSDS) for HyShield products and observe and exercise all cautions indicated on the container and package labels. C. Do not solvent -weld at temperatures below 60 °F or in high humidity. Refer to Section 3.07. D. The surfaces to be welded must be clean and dry. Refer to Section 3.07. E. The substrate may range in slope between 0" /ft. to 4" /ft. For slopes greater than 4" /ft, contact the H - M Technical Service Department. 3.02 Preparation of Substrate A. The Contractor shall be responsible for examining and accepting all substrates on which the membrane is to be in- stalled. B. The substrate shall be clean, flat, smooth, dry, and free from nails, gravel, slag, sharp objects, or any other debris. The sub- strate shall be free from any bitumen contamination and from other contaminants which may affect the membrane. C. On BUR REROOF projects, all loose gravel or slag must be removed as best as possible by manual brooming or by vacu- um. Power brooming is not recommended unless care is ex- ercised to eliminate damage to the fefis. All blisters must be cut and flattened by fasteners and insulation plates. A moisture survey of the old roof is recommended to locate any wet or moist areas. The results of the survey should be confirmed by systematic roof cuts. IN NO EVENT shall the HyShield membrane or accessories be installed over a damp or wet substrate. D. On applications where insulation shall be mechanically at- tached, the suitability of the roof deck to receive the fasteners shall be confirmed by the Contractor. In all cases, the deck shall be inspected by the Contractor for rusting, spalling, or lack of structural integrity and be corrected prior to the instal- lation of the HyShield System. If there is any question about the deck's suitability for mechanical attachment or if the deck is not listed in Fastening Pattern sectioncontact the H -M Tech- nical Service Department. 3.03 Installation of Vapor Retarder The vapor retarder specified by the Amnchitect or Consultant shall be installed in accordance with the vapor retarder manufacturer's recommendations, and shall be incorporat- ed into H -M's details in such a manner that it will not jeopardize the construction and wateAghtness of the HyS- hield System. 3.04 Installation of HyShield Hypalon Owded Metal At all perimeters,' walls, expansion joints, skylights, curbs and other similar penetrations, the HyShield membrane shall be positively terminated by heat or solvent - welding to HyShield Coated Metal sections. The preformed coated me- tal sections such as gravel stops, drip edges, and base (lash- ings shall be anchored to the wood nailers (See Detail Drawings). The wood nailers shall be installed as per Section 2.05. The ends of the coated metal sections are waterproofed by heat welding strips of HyShield membrane over the joints (See Detail Drawings). This shall be performed immediately after the installation of the coated metal sections. As an alternate, at the base of parapet walls and curbs, the field membrane may be fastened with screws and plates into the deck. Refer to Detail Drawings. 3.05 Installation of Insulation A. The insulation boards used shall be in accordance with the Insulation Specification Chart. B. Insulation shall be installed in accordance with the individual insulation manufacturer's recommendations wherever such recommendations are more stringent than those of this Specifi- cation. (Refer to Insulation Specifications) Do not fasten the insulation with membrane plates. Do not fasten the membrane with insulation plates. C. Apply insulation boards in parallel courses with tightly fitted and staggered joints. Cut boards accurately to fit neatly around all projections and at all edges. D. The insulation substrate shall be smooth, continuous and suffi- ciently rigid to support the HyShield membrane. In the case of gaps wider than 1/4" between insulation boards, an infill piece of insulation shall be installed to provide a continuous support. E. Do not use damaged or wet insulation boards. Apply no more insulation than can be covered by seamed membrane and watertight details before any precipitation occurs. F. On steel deck applications, the ends of the boards shall rest on the crests (tops) of the flutes and not the over the val- leys (bottoms). G. When two layers of insulation are used, apply the second lay- er perpendicular to the first and stagger the joints evenly. One set of fasteners may be used to secure both layers of insula- tion unless otherwise required by the insulation board manufacturer. H. Provide proper weathertight water cut -offs daily in accordance with H -M Detail Drawings to completely seal in the insulation (See Section 3.14). 3.06 Application of Separation Layer On REROOF over existing smooth surface BUR where no ad- ditional insulation is to be installed, separate the HyShield membrane from any fresh bituminous products by a layer of foil. 3.07 Application of The HyShield Membrane A. General The HyShield membrane shall only be applied over compati- ble, clean, dry and smooth surfaces in accordance with H- M's Detail Drawings. The application shall begin at the highest elevation and continue to the lowest elevation of each individual roof, but with the seam overlapped in the direction of the roof's slope. The membrane shall be unrolled without tension, stretch- ing or large wrinkles (capable of being folded over). B. Fastening 1. The membrane is fastened to the deck using H -M fasteners in accordance with directions in the section "Fastening Pat- terns for HyShield ". On steel deck applications, the field mem- brane rolls are placed perpendicular to the flutes of the deck. Half -width rolls are run parallel to the building's perimeter and the fastener rows are crossed in the corners. Full width rolls are then used in the remaining field areas. The number of half - width rolls to use will vary according to Table A. C. Welding The welding of HyShield membrane to membrane or to HyS- hield Coated Metal is accomplished by either the solvent or hot -air (heat) method. The selection of which method to use is based on ambient weather and Contractor preference un- der the following conditions: 1. Solvent - Welding The minimum seam width for a solvent -weld is 2 ". The seam surfaces must be clean and dry. Clean dirty seam surfaces with a dry or damp cotton rag and, if necessary, with a mild detergent and water. Remove any detergent residue. Dry sur- faces thoroughly before solvent - welding. Brush coat approxi- mately 12 " -16" of seam length with the Activator/ Solvent - Welding Agent, simultaneously pressing down the top sheet to the brush by hand. Insure that both surfaces to be welded are coated with solvent at the same time. Immediately weight the seam with a sand- filled polyethylene bag. Continue weld- ing along the seams and lift (do not drag) the sand bag from section to section. Do not test the solvent - welded seam for at least 24 hours. Although immediately watertight, full seam strength will not be achieved until all of the solvent has evapo- rated from the membrane. CAUTION! -DO NOT SOLVENT - WELD AT MEMBRANE OR AIR TEMPERATURES BELOW 60 °F OR DURING HIGH HUMIDITY. AT TEMPERATURES JUST ABOVE 60 °F, PRE - HEATING WITH HOT -AIR MAY BE NECESSARY. EXERCISE CAUTION WHEN SOLVENT - WELDING ON COOL MORNINGS AS ANY CONDENSATION (DEW) ON THE MEMBRANE WILL PREVENT A PROPER WELD. Semi- automatic solvent - welding machines may be used with HyShield membranes. Contact H -M for recommendations. 2. Heat - Welding The minimum heat -welds 1' -2" wide. The seam surfaces must be clean. Clean dirty seam surfaces w to a dry or damp cloth rag and, if necessary, with a mild detergent and water. Re- move any detergent residue. Dry the surfaces thoroughly. Im- mediately prior to heat welding, solvent wipe both sides of the seam with the Activator/ Solvent Welding Agent and let dry. A hot -air tool and silicone roller are used to heat -weld. Insert the preheated nozzle tit in the overlap and press the heated membrane surfaces together with slow. even movements of the silicone roller. The seam strength may be tested when cool. CAUTION! - IMPROPER VOLTAGE WILL AFFECT THE TEM- PERATURE OF THE WELDING EQUIPMENT AND THE SUB- SEQUENT QUALITY OF THE WELD. THE CONTRACTOR SHALL TAKE THE NECESSARY MEASURES TO PREVENT THIS SITUATION. CONTACT H -M FOR SPECIFIC RECOM- MENDATIONS. Semi- automatic hot -air welding equipment may be used. Con- tact H -M for specific recommendations. Each day several sections of seams welded the previous day (when solvent - welding) or the same day (when heat - welding) shall be pulled apart to test the quality of the welds. Should the welds be deficient, a more thorough examination of the work performed must be carried out and necessary repairs made. Should there be a question as to the quality of the welds, send the samples to the H -M Technical Service Department for evaluation. After either seaming method, the seams are checked for in- tegrity with a probe. Any openings or "fishmouths" are to be repaired with a hand -held hot-air tool fitted with a tubular or narrow nozzle tip and roller. After the seams are checked and repaired (if necessary), HyShield Seam Caulk is applied to the membrane edges where reinforcing scrim is exposed and at any "T" joints formed where 3 sections of membrane /coat- ed metal intersect. WARNING! Applying the HyShield Seam Caulk to unclean or cured surfaces will not allow the caulk to bond to the membrane and delamination will occur. Seam caulking should be performed on a daily basis. 3. Welding of cured membrane The HyShield membrane is an uncured Hypalon sheet that is designed to cure with exposure to temperature, sunlight, and mositure. As curing progresses, it will be necessary to apply HyShield Activator/ Solvent Welding Agent and HyShield Seam Primer to the surfaces of the membrane prior to hot - air welding. This should be done as follows wherever necessary. IMPORTANT! Since the rate of curing can vary considerably with the weather conditions and the period of exposure of the membrane, a sample test heat weld should be made to de- termine the need for using the activator and primer prior to welding. 1. Clean the cured surface with a detergent and clean rags. For stubborn dirt use a scrub brush or steel wool. Rinse with clean water and let dry. 2. Apply a liberal brush coat of HyShield Activator/ Solvent Welding Agent HS -19 to the clean cured membrane. Allow the HS -19 to evaporate prior to the application of the HyShield Seam Primer. In cool weather (below 50 °F) pre -warm the membrane with a hot -air welder before the application of the HS -19 and again before the application of the Seam Primer The Seam Primer should be stored at 60° F and above. If the Seam Primer has been stored at cooler temperatures restore to 60° F before using. 3. Apply a thick brush coat of the Seam Primer to the cured surfaces and let dry for 15 -30 minutes. Should the Seam Primer dry for more that 1 hour, apply another coat and let dry. The dried primed surfaces will have a glossy look. Check the dried surfaces prior to welding to make sure that the en- tire surfaces to be welded have been primed. If not, apply an additional coat of the Seam Primer. 4. Weld the membranes together using the hot -air welding method. Once the weld has totally cooled, gently probe the seam for any deficiencies. The weld will be watertight immedi- ately, but will not reach full strength for up to seven days de- pending on the weather conditions. 5. Apply HyShield Seam Caulk to any exposed cut edges of the reinforced membrane and at all "T" joints. 3.07 Flashings A. Coated Metal Flashings - (See Section 3.04) HyShield Coated Metal base (lashings must extend a mini- mum of 8" above the plane of the roof, and be terminated behind a counterflashing. Refer to the Detail Drawings for specific requirements. Coated Metal base flashings can be fabricated and fastened to any height required, but are typically used up to 18 ". Refer to the Detail Drawings. B. Membrane Flashings The HyShield membrane used on the roof deck is also used on the wall flashings. All membrane flashings must also ex- tend a minimum of 8" above the plane of the roof, and be terminated behind a counterf lashing. Refer to the Detail Draw- ings for specific requirements. 1. Bonding Membrane flashing to a Vertical Substrate The HyShield flashing membrane shall be adhered to the sub- strate using either H -M Bonding Adhesive, or H -M One Sur- face Membrane Adhesive. Follow H -M instructions for the correct application of these adhesives. The flashing mem- brane shall be rolled carefully into the substrate adhesive. Care must be taken to ensure that the flashing does not bridge at any change of direction, such as the base of parapet wall to roof deck. 2. Mechanical Attachment of Membrane Flashing to a Verti- cal Substrate The HyShield membrane may be mechanically attached to the vertical substrate in lieu of bonding. Refer to the Detail Drawings. 3.09 Pipes & Penetrations A. All pipes, conduits or other similar items which penetrate the HyShield membrane or flashings shall be sealed in an ap- proved manner. Refer to the Detail Drawings. B. Wherever possible, round pipes and penetrations shall be flashed directly utilizing membrane in accordance with Detail Drawings. Only use pitchpockets topped with Pourable Seal- er on unusual shapes where direct flashing is inappropriate. C. Install a water shedding "goose- neck" detail when flashing penetrations that are porous such as braided steel cables, freon line insulation jackets, etc. Refer to the Detail Drawings. D. On REROOFING projects, remove any damaged lead flash- ing jackets before installing the new detail. In all cases, wrap any pipes contaminated with bitumen with foil tape before flashing with membrane. 3.10 Roof Drains A. Prior to the installation of the HyShield membrane, the Con- tractor shall inspect and cause to be corrected any deficien- cies in the drain components and connecting pipes such as cracks, blockage, leakage, missing or damaged clamping ring bolts, etc. B. Taper insulation around and towards the drain to provide posi- tive drainage and to insure a smooth transition to the drain flange. C. Apply one entire tube of H -M Water Cut -Off Mastic as a seal between the membrane and the drain flange. Install the drain clamping ring, applying even compression to insure a fully watertight detail. D. When replacing or adding drains, follow the drain manufac- turer's procedures for correct installation requirements to the roof deck. E. Roof leakage due to drain back -up is not covered by the Guarantee. Details using drain inserts or drains without clamp- ing rings are not covered by the Guarantee, unless they are provided by H - M. F. On REROOFING projects, remove the existing lead flashing and any residual asphalt, coal -tar pitch or other contaminants before installing the HyShield membrane, and the Water Cut- off Mastic. 3.11 Expansion Joints Install expansion joints where the Architect requires and at the locations of existing joints in accordance with H -M's Detail Drawings. H. 3.12 Pitchpockets /Pitchpans (Refer to Section 3.09) Pitchpockets shall be installed and sealed with Pourable Sealer in accordance with the Detail Drawings. 3.13 Sheet Metal Work (Other than HyShield Coated Metal) Counterflashings, coping caps, and other miscellaneous metal work items shall be constructed, fastened and waterproofed in accordance with good roofing practice and are the respon- sibility of the Contractor or installer. Sheet metal work is an Owner - related maintenance item not covered by the Guarantee. 3.14 Daily /Temporary Seal A. Daily or temporary seals shall be provided to prevent water entry beneath the installed membrane and to protect un- finished work from wind damage. B. The substrate shall be smooth, clean and dry. C. Extend the HyShield membrane two (2) feet past the edge of the Insulation and onto the substrate. D. Lift the membrane and apply H -M Night Sealant in a con- tinuous bed approximately one (1) foot back from the mem- brane edge, spreading with a trowel as necessary. E. Hot asphalt may be used in lieu of Night Sealant. F. Weight the sealed membrane along the entire length with suita- ble ballast such as sandbags or heavy lumber. G. When resuming work, cut out and completely remove the seal and adjacent membrane and clean any contaminated areas. If there is any residual sealant, provide proper separation be- tween the membrane and that sealant. 3.15 Maintenance A. All rooftop traffic shall be limited to maintenance personnel and shall be confined to the walkways to prevent damage and accidental falls on slippery membrane. B. No smoking is permitted on the roof. C. Maintenance personnel shall inspect the roof every three (3) months and after every storm to clean out drains, scuppers and gutters of leaves, branches or other debris. Exposed sealants such as caulking and pourable sealer shall also be inspected and repaired as necessary to maintain the water- tight integrity of the roof. D. Maintenance personnel shall provide protection for the HyS- hield membrane and flashings when placing tools, parts or equipment on the roof. E. Consult the H -M Maintenance Guide provided with the Guarantee for additional recommendations. FASTENING PATTERNS FOR HYSHIELD This section reviews the method to fasten 64" wide rolls in the seam overlap and the criteria which must be met. This method involves the seam overlap fastening of 32" wide rolls at the perimeters in a "picture- frame" fashion and seam overlap fastening of 64" wide rolls in the remaining field areas. Refer to the Detail Drawings for appearance of this pattern. The following restrictions apply to this fastening method: (1) The building is located in a 90 mph wind zone or less ac- cording to the ANSI wind map on page 9. (2) The building is not an open warehouse, aircraft hangar or where positive air pressure from the building's interior is expected. (3) The severity of the local wind exposure is "A ", "B" or "C" per Table B on page 8. Exposure "D" is not includ- ed in this fastening pattern. (4) The building is at an airport or in a particularly windy lo- cation. This fastening pattern may only be used on the following decks: (1) 18, 20 or 22 gauge steel up to a roof height of 10W (2) 24 gauge steel up to a roof height of 50'. (3) Normal weight concrete (145 Ibs /cu ft or more) up to a roof height of 100' (4) All plywood/ 1" wood plank up to a roof height of 100 ". (5) 1/2" plywood up to a roof height of 501. For fastening patterns above these heights contact the H- M Techni- cal Service Department. This fastening pattern Must Not be used on the following decks: (1) 26 gauge or thinner steel. Contact H - M's Technical Service Department if 26 or 28 gauge steel decks are encountered. (2) Lightweight concrete unless the fill is over a 24 gauge or thicker steel deck. Corrugated steel sheets and certain vented steel pans are unacceptable for mechanical fastening. Contact H - M's Technical Service Department for guidelines. (3) Structural wood fiber or gypsum decks. The position of the fastener and plate in the seam overlap is of criti- cal importance. The fastener must puncture the membrane at least 11/2" from the edge of the sheet. Refer to the Detail Drawings. The minimum number of perimeter half rolls is 2. Refer to Table A to determine the perimeter and field fastening requirements as the roof deck height and type varies. When the building length or width exceeds the length of a roll, the end laps of the 64" wide rolls may be fastened at 12" on center. If fastened, the ends of these rolls may then be covered by a per- pendicular, 32" wide "cap sheet" to improve productivity and the appearance of the roof. If the end laps are not fastened, this per- pendicular cap sheet may not be used. The end laps would then be connected with a 11/2" hot -air or 2" solvent -weld. Refer to the Detail Drawings. TABLE A 32" wide HyShield = "Half Roll" 64" wide HyShield = "Full Roll" DECK ROOF HEIGHT PERIMETER FIELD A) 16, 18, 20 or 22 msg steel deck 0 -20' 2 half rolls @ 12" O.C. full rolls @ 18" O.C. 21.30' 3 half rolls @ 18" O.C. full rolls @ 18" O.C. 31 -50' 3 half rolls @ 12" O.C. full rolls @ 12" O.C. 51.75' 4 half rolls @ 12" O.C. full rolls @ 12" O.C. 76.100' 5half rolls @ 12" O.C. full rolls @ 12" O.C. B) 24 msg steel deck 0 -20' 3half rolls @ 12" O.C. full rolls @ 12" O.C. 21 -30' 4half rolls @ 12" O.C. full rolls @ 12" O.C. 31.50' 5half rolls @ 12" O.C. full rolls @ 12" O.C. C) Concrete 0 -20' 2 half rolls @ 12" O.C. full rolls @ 18" O.C. 21 -30' 3 half rolls @ 12" O.C. full rolls ® 18" O.C. 31 -50' 3 half rolls @ 12" O.C. full rolls @ 12" O.C. 51 -75' 4 half rolls @ 12" O.C. full rolls @ 12" O.C. 76.100' 5 half rolls @ 12" O.C. full rolls @ 12" O.C. D) %11 plywood or min. 1" wood plank 0 -20' 2 half rolls @ 12" O.C. full rolls @ 18" OC. 21 -30' 3 half rolls @ 12" O.C. full rolls @ 18" O.C. 31 -50' 3 half rolls @ 12" O.C. full rolls @ 12" O.C. 51 -75' 4 half rolls @ 12" O.C. full rolls @ 12" OC. 76.100' 5 half rolls @ 12" O.C. full rolls @ 12" O.C. E) 112" plywood 0 -20' 3 half rolls @ 12" O.C. full rolls @ 12" OC. 21 -30' 4 half rolls @ 12" O.C. full rolls @ 12" OC. 31 -50' 5 half rolls @ 12" O.0 full rolls @ 12" OC. For structural wood fiber or gypsum contact the H -M Technical Service Department. Wind Loads: Geographical Exposure Categories (from ANSI A58 -1982) "An exposure category that adequately reflects the characteristics of ground surface irregularities shall be determined for the site at which the building or structure is to be constructed. Account shall be taken of large variations in ground sur- face roughness that arise from natural topography and vegetation as well as from constructed features. The exposure in which a specific building or structure is sited shall be assessed as being one of the following categories: (1) Exposure A Large city centers with at least 50x/0 of the buildings having a height in excess of 70'. Use of this exposure category shall be limited to those areas for which the terrain representative of Exposure A prevails in the upwind direction for a distance of at least 1/2 mile or 10 times the height of the building or structure, whichever is greater. Possible channeling effects or increased velocity pressures due to the building or structure being located in the wake of adjacent buildings shall be taken into account. (2) Exposure B Urban and suburban areas, wooded areas or other terrain with numerous, closely spaced obstructions having the size of single family homes or larger. Use of this exposure category shall be limited to those areas for which the terrain representative of Exposure B prevails in the upwind direction for a distance of at least 1500' or 10 times the height of the building or structure, whichever is greater. (3) Exposure C Open terrain with scattered obstructions having heights generally less than 30: This category includes flat, open country and grasslands. (4) Exposure D (the above fastening patterns do not include Exposure D) Flat, unobstructed coastal areas directly exposed to wind flowing over large bodies of water. This exposure category shall be used for those areas representative of Exposure D extending inland from the shoreline a distance of 1500' or 10 times the height of the building or structure, whichever is greater." 0 i 0 W. 0 OD NA% 00* 10 21 F, - 1- T. ME O m x 0 cy V) 2 00 M. c 0 CL > .0 0 0 c OD 0 r- IT c 0 o CL 0— 0 0 0 O 0 OD > 0 '* j u . / / / i �. /;,001 � I�� �t C6 OD 0 08 97 Go 10 Je Qll 0� 0 m 0" C M CL cm E a co 0. 0 E E E 3 o c o c u — T- c a 0 0 c Ga 2 4 'o c c it CX 0 0 OD 0 r- IT c 0 o CL 0— 0 0 0 O 0 OD > 0 '* j u . / / / i �. /;,001 � I�� �t C6 OD 0 08 97 Go 10 Je Qll 0� 0 m 0" C M CL cm E a co INSULATION SPECIFICATIONS FOR USE WITH HYSHIELD MEMBRANE The following generic insulation types are approved for use under the HyShield membrane. The approval to use other types of insulation boards may only be made by H - M's Technical Service Department in writin and such approval must specify the conditions for approval. project name and location clearly. 1. Isocyanu rate Isocyanurate is currently the most popular recovery/ insulation board used with HyShield. The same facing must be used on each side to reduce the chance of warping or curling. Foil facers are not acceptable for fully adhering. A check must be made with the H - M Technical Service Department for the suitability of particular facers for the fully adhered system. The minimum compressive strength shall be 25 psi at 10% deformation. The minimum thickness required is one (1) inch for reroof applications, and new construction over wood or concrete decks. When used over exposed steel decking check with the insulation manufacturer to determine the required thickness of the insulation to span the flutes of the deck. 2. Phenolic foam The same facing, thickness and minimum compressive strength requirements for phenolic foams are as specified for isocyanurate. 3. Urethane The same facing, thickness and minimum compressive strength requirements for urethanes are as specified for isocyanurate. 4. Polystyrene Polystyrene boards may be either extruded or expanded. The minimum polystyrene board thickness required is one (1) inch and must be certified by the manufacturer to have a minimum density of 1.5 pcf with a minimum compressive strength of 15 psi at 10% deformation. Polystyrene boards cannot be used over coaltar pitch or newly resaturated roofs. Over exposed steel decking a fire barrier of 5/8" gypsum board or 3 /a" perlite may be required. Polystyrene is not acceptable with the fully adhered system. Mechanically Fastened System All of the insulation boards must be prefastened to the deck with fasteners and insulation plates at the minimum in accordance with the following: 2' x 4' 3' x 4' 4' x 4' X X X X X X X X 4' x 8' X X X X X X X X X X All fasteners r-,ust oe at ieast 6 inches from edge of the board and centered as shown. Use the insulation manufacturer's fastening require- ments if those requirements are more strngent than H -M's. I HYSHIELD INSULATION SPECIFICATION CHART New Construction or Reroof With Tearoff Insulation Type Type of H Shield Application Mechanically Fastened Ballasted Adhered Glass faced isoc anurate YES YES YES Foil faced isoc anurate YES YES NO Polystyrene faced or unfaced YES YES NO Glass faced urethane YES YES YES Foil faced urethane YES YES NO Glass faced phenolic YES YES NO Foil faced phenolic YES YES NO Reroof Over Existing Asphalt BUR Insulation Type Type of H Shield Application Mechanically Fastened Ballasted Adhered Glass faced isoc anurate YES YES YES Foil faced isoc anurate YES YES NO Polystyrene faced or unfaced YES YES NO Glass faced urethane YES YES YES Foil faced urethane YES YES NO Glass faced phenolic YES YES NO Foil faced phenolic YES YES NO Reroof Over Existing Coal Tar BUR or Newly Resaturated BUR Insulation Type Type of H Shield Application Mechanically Fastened Ballasted Adhered Glass faced isoc anurate YES YES YES Foil faced isoc anurate YES YES NO Glass faced urethane YES YES YES Foil faced urethane YES YES NO Glass faced ohenolic YES YES NO Foil faced phenolic YES YES NO For suitability of other facers for use with the fully adhered system, contact the H -M Technical Service Department. The use of perlite, fiberboard, or fiberglass is allowed only with the written authorization of the H . M Technical Service Department. 12 HYSHIELD HYPALON ROOF COVER FOR USE OVER A. INSULATION IN CLASS I STEEL DECK ROOF CONSTRUCTION B. INSULATION IN CLASS I CONCRETE DECK ROOF CONSTRUCTION C. INSULATION IN CLASS I IMPREGNATED WOOD DECK ROOF CONSTRUCTION D. EXISTING ROOFS for RPM HAARTZ— MASON, INC. 270 PLEASANT STREET WATERTOWN, MASSACHUSETTS 02172 J.I. 1R3A6.AM (FMRC STANDARD 4470) MAY 17, 1990 Factory Mutual Research NOT to be distributed outside the FACTORY MUTUAL SYSTEM, except by CLIENT. HYSHIELD HYPALON ROOF COVER FOR USE OVER A. INSULATION IN CLASS I STEEL DECK ROOF CONSTRUCTION B. INSULATION IN CLASS I CONCRETE DECK ROOF CONSTRUCTION C. INSULATION IN CLASS I IMPREGNATED WOOD DECK ROOF CONSTRUCTION D. EXISTING ROOFS for RPM HAARTZ - MASON, INC. 270 PLEASANT STREET WATERTOWN, MASSACHUSETTS 02172 J.I. 1R3A6.AM (FMRC STANDARD 4470) MAY 17, 1990 Factory Mutual Research 1151 Boston- Providence Turnpike P.O. Box 9102 Norwood, Massachusetts 02062 W=7 = actory Mutual Research 1151 Boston - Providence Turnpike P.O. Box 9102 Norwood, Massachusetts 02062 1R3A6.AM May 17, 1989 (FMRC Standard 4470) HYSHIELD HYPALON ROOF COVER FOR USE OVER A. INSULATION IN CLASS I STEEL DECK ROOF CONSTRUCTION B. INSULATION IN CLASS I CONCRETE DECK ROOF CONSTRUCTION C. INSULATION IN CLASS I IMPREGNATED WOOD DECK ROOF CONSTRUCTION D. EXISTING ROOFS f or RPM HAARTZ - MASON, INC. 270 PLEASANT STREET WATERTOWN, MASSACHUSETTS 02172 I INTRODUCTION 1.1 This report details the results of Factory Mutual Research • Corporation testing of HyShield hypalon roof cover to determine if it mees FMRC 4470 requirements for Class I Fire, I -60 or I -90 Windstorm ratings and exterior fire exposure ratings when fully adhered or mechanically attached over insulation and used over steel, concrete, FR- treated wood or existing insulated roof decks. 1.2 Examination included fire spread from above and below the roof, simulated wind uplift pressure testing, simulated hail resistance testing, leakage testing and resistance to foot traffic testing. 1.3 All testing outlined herein was completed under the following programs: 1N2A3.AM, 1K7A2.AM, 1K9Q7.AC, OK3A5.AM, OQ6Al.AM and 1R3A6.AM. 1.4 Tests show that the HyShield hypalon roof cover meets the FMRC Approval requirements for Class I Fire, I -60 or I -90 windstorm ratings, exterior fire exposure ratings and others as noted herein when installed as described in the CONCLUSIONS of this report. II MATERIAL DESCRIPTION 2.1 The HyShield membrane is a 0.045 in. (1 mm) thick Hypalon based sheet reinforced with a polyester scrim. The membrane is fabricated into large sheets having a width of 64 in. (1.6 m) and a length of 80 ft (24.4 m). III TESTS AND PROCEDURES 3.1 Tests conducted were as required by the FMRC Standard 4470 for Class I Roof Covers plus others as noted below. FACTORY MUTUAL RESEARCH CORPORATION 1R3A6.AM Page 3 3.4.2 The uplift pressure tests utilizes a 9 ft (2.7 m) long by 5 ft (1.5 m) wide x 2 in. (51 mm) deep steel pressure vessel arranged to apply air pressure at pre- established standard rates to the underside of the test panel which forms the top of the pressure vessel. 3.4.3 The simulated wind uplift pressure was applied to the underside of the samples using compressed air. A net pressure of 30 psf (1.4 kPa) was applied to each test sample and maintained for one minute. The pressure was increased to 45 psf (2.2 kPa), then 60 psf (2.9 kPa), and held for one minute at each increment. This schedule was increased in increments of 15 psf (0.7 kPa) every minute until failure occured. 3.5 FMRC Burning Brand Tests 3.5.1 Alternate surface fire spread tests above the roof cover were conducted, using the Factory Mutual Research Corporation burning brand test procedure, to evaluate the flammability of the roof covering when subjected to fire from an exterior source. The test criteria is that fire spread in the windward direction must be no greater than that observed in comparative tests on conventional 3 -ply BUR asphalt roofing felt systems. 3.5.2 A wood crib consisting of a grid 12 in. (305 mm) square and approximately 2 -1/4 in. (57 mm) thick made of 3/4 in. (19 mm) x 3/4 in. (19 mm) x 12 in. (305 mm) pieces of Douglas Fir spaced 1/4 in. (6.4 mm) apart nailed together in three layers perpendicular to each other was lighted with a cutting torch until it burned freely on its own (approximately 3 min.). A fan was placed approximately 8 ft (2.4 m) from the samples so as to produce a 10 -12 mph (16.1 - 19.3 k m /hr) wind over the panel surface. A burning wood crib was placed so that its center was 1 ft (0.3 m) from the leading edge of the sample on the center line and allowed to burn for a maximum of 7 minutes. During and after the test, the sample was inspected for burning and physical damage. 3.6 Tinius Olsen Tension Tests 3.6.1 A series of Tinius Olsen pull- through - membrane tests were conducted to determine the comparative pull- through resistance of the membrane with various fasteners. The results were used to determine the "most critical" fasteners to be used in the Simulated Wind Uplift Pressure Tests. 3.6.2 Tests were conducted using the Tinius Olsen Tensile testing machine with force exerted on the test sample at a speed of 2 in. /min. (51 mm /min.). 3.6.3 For each Tinius Olsen Tensile Test, force was exerted in a direct line parallel to the shank of the screw until failure occurred, resulting in the respective value for each sample. FACTORY MUTUAL RESEARCH CORPORATION 1R3A6.AM Page 5 of the 7 day period, air is introduced below the water to a 1 psig (6.8 kPa) level and cycled 25 times from 1 psig (6.8 kPa) to ambient. Test criteria state that there shall be no signs of water leakage during the 7 day period. In addition, there shall be no signs of water leakage during or after the pressure cycles. IV TEST SAMPLES * denotes OK3A5.AM program ** denotes 1K9Q7.AC program + denotes 1K7A2.AM program ++ denotes 1R3A6.AM program 4.1 FMRC Class I Fire Test Samples Two 4 -1/2 ft x 5 ft (1.4 m x 1.5 m) calorimeter samples were constructed. For each sample the insulation substrate was secured to 18 gauge steel deck with mechanical fasteners. *Sample No. 1: a. HyShield membrane mechanically attached. b. 1.2 in. (31 mm) thick Isotherm roof insulation attached to the steel deck with 2 fasteners per 3 ft x 4 ft (0.9 x 1.2 m board. *Sample No. 2: a. HyShie34d membrane mechanically attached. b. 1 in. (25 mm) thick wood fiber insulation attached to the steel deck with 2 fasteners per 4 ft x 4 ft (1.2 m x 1.2 m) board. 4.2 ASTM E108 Test Samples 4.2.1 Spread of Flame Class A Tests Seven 3 -1/3 ft x 13 ft (1.0 m x 3.9 m) test panels (Samples Nos 1 through 6) and two 3 -1/3 ft. x 10 ft. (1.0 m x 3.0 m) were constructed over 1/2 in. (13 mm) plywood. Insulation boards were mechanically attached to the plywood deck. The HyShield membrane was installed (unless otherwise noted) with a 4 in. (102 mm) wide heat sealed lap located along the longitudinal centerline of the test panels. Mechanical fasteners were installed on the underside of the lap at 18 in. (457 mm) o.c. * *Sample No. 1: 2 in. (51 mm) thick OCF Energy Shield roof insulation. * *Sample No. 2: 4 in. (102 mm) thick Thermal Systems roof insulation. * *Sample No. 3: 4 in. (102 mm) thick R -Max Ply 1 roof insulation. * *Sample No. 4: 4 in. (102 mm) thick Apache White Line roof insulation. FACTORY MUTUAL RESEARCH CORPORATION 1R3A6.AM Page 7 4.3 FMRC Simulated Wind Uplift Pressure Test Samples 4.3.1 Five 5 ft x 9 ft (1.5 m x 2.7 m) wind uplift panels were constructed over steel deck as follows: *Sample No. 1: a. HyShield membrane secured with Olympic Screw and Plate fasteners spaced 24 in. (0.6 m) o.c. along the 6 in. (152 mm) laps. The laps were 58 in. (1.5 m) o.c. b. 1.2 in. (31 mm) thick Isotherm insulation attached to the steel deck with 2 Olympic fasteners per 3 ft x 4 ft (0.9 x 1.2 m board. *Sample No. 2: Same as Sample No. 1 above except Roofgrip fasteners were used instead of Olympic. *Sample No. 3: Same as Sample No. 1 above except Dekfast fasteners were used instead of Olympic. *Sample No. 4: a. HyShield membrane secured with H/M fasteners at 18 in. (457 mm) o.c. along the 4 in. (102 mm) laps. The laps were 60 in. (1.5 m) o.c. b. 1.0 in. (25 mm) thick wood fiber attached to the steel deck through an existing 3 ply BUR with 2 H/M fasteners per 2 ft x 4 ft (0.6 m x 1.2 m) board. +Sample No. 5: a. HyShield membrane secured with SFS screw and plate fasteners at 18 in. (457 mm) o.c. along the 4 in. (102 mm) laps. The laps were 60 in. (1.5 m) o.c. b. 1.5 in. (38 mm) thick perlite /urethane composite insulation attached to the steel deck with 2 FMRC Approved fasteners per 3 ft x 4 ft (0.9 m x 1.2 m) board. 4.4 FMRC Burning Brand Test Samples 4.4.1 Five 4 ft x 8 ft (1.2 m x 2.4 m) burning brand panels were constructed assessing fire spread above the cover. The components of each sample were as follows: *Sample No. 1: 4 -1/2 in. (114 mm) thick Hy -Tec insulation board topped with the HyShield membrane and secured with 2 in. (51 mm) diameter H/M fasteners spaced 24 in. (0.6 m) o.c. along the 6 in. (152 mm) laps. FACTORY MUTUAL RESEARCH CORPORATION 1R3A6.AM V RESULTS 5.1 FMRC Class I Fire Tests Page 9 The calorimeter tests showed the test panels to have fuel contribution rates below the maximum permissible rates for Class I Insulated Steel Deck Roof Construction. These rates and the Class I limits are given below: Maximum Average Rate of Fuel Contribution Btu /sq ft /min (Kg- Cal /m2 /min) for Various Intervals of Time 3 Min. 5 Min. 10 Min. Avg. Class I Standard 410 1111) 390 1057) 360 (975) 285 (772) Sample No. 1 115 (311) 71 (192) 36 (97) 13 (35) 5.2 ASTM E -108 Tests At no time during any of the ASTM E108 tests was the deck exposed, flying brands developed, or excessive lateral flame spread observed. 5.2.1 Spread of Flame Class A Tests Sample No. Slope Max. Flame Spread 1 2:12 4' -3" (1.3 m) 2 2:12 2' -0" (0.6 m) 3 2:12 2' -0" (0.6 m) 4 2:12 1' -0" (0.3 m) 5 2:12 1' -0" (0.3 m) 6 2:12 2' -6" (0.8 m) 7 2:12 4' -11" (1.5 m) 8 2:12 5' -1" (1.5 m) 5.2.2 Spread of Flame Class B Tests Sample No. Slope Max. Flame Spread 1 1/2:12 1' -9" (0.5 m) 2 1/2:12 1' -9" (0.5 m) 5.2.3 Intermittent Flame Tests At no time during any of the intermittent flame tests (Class A or Class B) was there any evidence of flaming or glowing brands nor was the deck exposed or burning developed on the underside of the deck. FACTORY MUTUAL RESEARCH CORPORATION 1R3A6.AM 5.8 FMRC Susceptibility to Leakage Test Page 11 5.8.1 The sample showed no signs of water leakage during the 7 day period or during or after the pressure cycles. VI CONCLUSIONS 6.1 Test results show that the HyShield membrane - Hypalon Roof Cover manufactured by RPM Haartz -Mason meets the Factory Mutual Research Corporation Approval requirements when installed as follows: 6.1.1 HyShield Membrane Mechanically Attached: New construction and reroof. The approved insulations, listed in Paragraph 6.2 must be secured to the deck with 2 FMRC approved fasteners for boards having any one dimension no greater than 4 ft (1.2 m), four fasteners must be used for boards having any one dimension greater than 4 ft. (1.2 m). 6.1.1.1 Class I -60 or I -90: The HyShield membrane is attached through the insulation to the e wit the FMRC Approved fasteners listed below at 18 in. (0.5 m) or 24 in. (0.6 m) o.c. along the 6 in. (152 mm) wide laps. The laps are then heat welded together, with a min of 2 in. (51 mm) wide weld. Laps are 58 in. (1.5 m) o.c. (1) Approved Fasteners Steel /wood deck (new or recover) Roofgrip Kwik Deck Gripdeck Olympic Permafastener SFS IF (a),(b) Dekfast 14/ #15 Heavy Insulfixx (HD) a - Steel new or recover only. b - 18 in. (457 mm) o.c. only. Concrete deck (new or recover) CDIF Tapcon Con -Fixx Dekfast 14/ #15 Heavy SFS IG (b) 6.1.1.2 Class I -60 or I -90 (Alternate): The HyShield membrane is attached through the insulation to the deck with the FMRC Approved fasteners listed below at 18 in. (0.5 m) o.c. along the 4 in. (102 mm) wide laps. The laps are then heat welded together with a min of 2 in. (51 mm) wide weld. Laps are 60 in. (1.5 m) o.c. (1) Approved Fasteners - (new or recover) a. Steel deck - SFS IF (oblong or domed- convex plates). b. Wood deck - SFS IFC -IW or SFS IG (oblong or domed - convex plates) FACTORY MUTUAL RESEARCH CORPORATION 1R3A6.AM 6.2 Approved Insulations E "NRG "Y -1 (a),(b) Hy -Therm AP (c) Multi -Max (a) Hy -Therm Pyrox (a) Thermaroof Plus Hy -Therm White Linea AC Foam I (b) Thermax TRI -STAR (c) AC Foam II Thermax Top-R II (c) Thermax Star AP (c) Page 13 Tempro Standard (c) Tempro HD (c) ),(b)FMRC Approved Perlite(a),(b) FMRC Approved Wood Fiber(a),(b) FMRC Approved Fiberglass(a),(b) (a) Approved for hot asphalt securement (b) Approved for recover construction (max 1 in. (25 mm) for steel /wood) (c) Not for use fully adhered 6.3 The roof cover must be installed using an FMRC approved roof perimeter flashing system (see Factory Mutual Research Corporation Approval Guide) or in accordance with the recommendations of FMRC Loss Prevention Data Sheet 1 -49 (Perimeter Flashing). 6.4 Tests show that the above roof constructions in and of themselves alone would not create a need for automatic sprinkler protection. 6.5 Fastener density must be increased 50% at the roof corners for Class I -60 and at the roof corners and perimeter for Class I -90. See FMRC Loss Prevention Data Sheets 1 -28 and 1 -295 for details. 6.6 The tested roof cover, when installed as described above, meets the FMRC Approval Standards and when approval is effective, will be listed in the Factory Mutual Research Corporation Approval Guide, Roof Coverings Section. 6.7 Approval is effective when the Manufacturer's Agreement is signed and received by Factory Mutual Research Corporation. 6.8 Continued approval will depend upon satisfactory field experience and periodic Quality Audit Inspections. VII MARKING 7.1 The manufacturer shall mark each packing container with the manufacturer's name and product trade name. In addition, the container must be marked with the Factory Mutual Research Corporation Approval mark and the words, "Subject to the conditions of Approval as a roof cover when installed as shown in the current edition of the FMRC Approval Guide." 7.2 The manufacturer agrees that the use of the Factory Mutual Research Corporation name or approval mark is subject to the conditions and limitations of the FMRC approval. Such conditions and limitations must be included in all references to FMRC. - MASON, INC. HAARTZ o.. 11 sr nea—:. —. CHEMICAL RESISTANCE OF HYSHIELD The HyShield membrane formulated using Hypalon, a synthetic rubber manufactured by DuPont, exhibits excellent resistance to a large variety of chemicals, substances and pollutants often found on rooftop environments. It is very important to remember that often what is more important is the concentration of a substance and its temperature when it contacts the roof. Certain substances have no affect on the membrane at ambient temperatures but may have adverse affects at an elevated temperatures. A mist of jet fuel does not harm the membrane but a puddle would soften the sheet. Common sense would dictate if a roof is subject to exposure to potentially harmful substances the best course of action to determine HyShield's compatibility is to send a list of these substances as well as there concentrations and if they are landing on the roof at elevated temperatures to Haartz -Mason for determination. HyShield may be exposed to the following: Dry bituminous products (asphalt, coal tar) Roofing insulations (polystyrene, urethane foam) Insulation facers Restaurant greases (if not at high temperatures) Butter Oils (olive oil, mineral oil, cottonseed oil) Lubricating oils (call Haartz -Mason if the oils are synthetic) EPDM and Neoprene roofing Inorganic salts Alkaline materials Heavy metals Mineral acids Reducing solutions Acids (check concentratons) Bases Alcohols The following in their vapor form are not harmful to the membrane but would be in their liquid form: Chlorinated solvents Oxygenated solvents Aromatic hydrocarbons Halogenated hydrocarbons 270 Pleasant Street • Watertown, Massachusetts 02172 • (617) 926 -2300 • FAX (617) 923 -3080 - . R:)rn HAARTZ- MASON, INC. PHYSICAL PROPERTIES OF HAARTZ -MASON HYSHIELD PHYSICAL PROPERTY TEST METHOD HYSHIELD Thickness, tolerance ASTM D 751 0.04511, +/- .005" Reinfoced Scrim weight Visual 1000 dernier Hardness (shore A) ASTM D 2240 80 +/- 5 Weight ASTM D 751 0.30 lbs /sgft Elongation (reinforced) ASTM D 751 25% Elongation (unreinforced) ASTM D 412 425% Breaking Strength ASTM D 751 225 lbs Low Temperature Bend ASTM D 2136 PASS 1/8" Mandrel -40 deg F Volatility, max loss ASTM D 1203 0.15% Hydrostatic Resistance ASTM D 751 400 PSI Heat Aging ASTM D 753 avg. always over 2 weeks @ 212 deg F 100% original breaking Puncture Resistance FTM 191B Method 2031 200 lb min Ozone Resistance ASTM D 1149 7x, no cracks PASS @ 104 F 7 days 100 pphm Dimensional Stability ASTM E 1204 0.1% 24 hrs @ 54 deg C Water Vapor Transmission ASTM E96 Proc. BW 0.05 perms Water Absorbtion ASTM D 471 166 hrs @ 122 deg F 8% by weight Tensile strength ASTM D751 4300 PSI (reinforced membrane) Tensile strength ASTM D412 795 PSI (unreinforced membrane) Ply Adhesion ASTM D413 10 lbf /inch Carbon Arc Weathering ASTM D 750 practice G23 no crack or crazing 16,000 hours 7x magnification. Above is equivalent to 18 years W in south Florida Weather Resistance QW G53 2000 hrs PASS 270 Pleasant Street 9 Watertown, Massachusetts 02172 a (617) 926 -2300 a FAX (617) 923 -3080 tqM HAARTZ- MASON, INC. 270 PLEASANT STREET • WATERTOWN, MASSACHUSETTS 02172 • (817) 928 -2300 • FAX (817) 923 -3090 Roofing Systems Guarantee Building Roofing Contractor Date Issued Owner Date of Completion H -M Roofing System Roof Haartz- Mason, Inc. ( "H -M ") shall causeto be repaired any leaks in the roof on the owner's building at the address shown above which are caused by defects in the materials manufactured or sold by H -M for the Roof or defects in workmanship in the in- stallation of the H - M Roofing System supplied by the indepen- dent roofing contractor named above, and which leaks first occur during the period from the issue date indicated above until the expiration of the term from the date of substantial completion indicated above. This guarantee is for the benefit solely of the Building Owner described below and is not assignable. This guarantee is subject to the following Terms, Conditions and Limi- tations: Terns, Conditions and Limitations 1. Installation of the roofing system and any subsequent repairs to the roofing system must be by a independent roofing con- tractor registered by H - M. 2. During the term of the guarantee, H -M shall have access to the roof for inspection during normal business hours. 3. Owner shall obtain H -M's written approval before making any alterations of the roof or installing any structures, fixtures or utilities on or through the roof. 4. H -M will not be responsible to repair any defect c by this agreement if not notified by the owner h' ) days of the discovery of the leak. Such not' i to Haartz- Mason, Inc., 270 Pleasant Street, sachusetts 02172. 5. if there is a failure due to defects in materials furnished or sold by H - M or due to defects in workmanship supplied by the independent roofing contractor within the scope of this guaran- tee, H - M will cause the defect to be repaired or replace the roof membrane. The decision to repair or replace shall be solely at H -M's good faith determination. In no event shall H -M's obli- gation over the life of this guarantee exceed the amount of the Owner's original cost of the installed H - M Roofing System. The remedy stated herein is the SOLE AND EXCLUSIVE REMEDY AT LAW OR EQUITY for defects in the materials manufactured or sold by H - M and the workmanship supplied by the indepen- dent roofing contractor named above and warranted by H -M. H -M SHALL UNDER NO CIRCUMSTANCES BE LIABLE FOR INCIDENTAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO THE BUILDING OR THE CONTENTS OF THE BUILDING. 6. EXCEPT AS STATED HEREIN, THERE ARE NO WARRAN- TIES EXPRESS OR IMPLIED INCLUDING WARRANTIES OF MERCHANTABILITY OR FITNESS FOR PARTICULAR PUR- HAARTZ- MASON, INC. By:, Date- Guarantee # Term of Guarantee years POSE. NO REPRESENTATIVE HAS AUTHORITY TO MAKE ANY REPRESENTATIONS OTHER THAN THOSE STATED HEREIN. 7. This guarantee shall not be applicable to damage caused in whole or part by: a. natural disasters, including but not limited to lightning, gale force winds, hail, hurricanes, tornadoes, earthquakes, wind launched debris or similar acts of God or natural causes. b. vandalism, acts of war or civil disobedience, willful or negligent acts, fire or any other misuse. c. traffic or use or storage on the roof of materials not fur- nished by H - M. d. fa' the owner or lessee to use reasonable care the roof. Of the roof or installation of structures, fixtures on or through the roof without the prior written a oval of H - M. structural failure, including, without limitation, settling or ing of the building, or movement, cracking, or deflec- tion of the roof deck, roof substrate, or roofing insulation, or building design or construction. g. chemical discharge conditions not disclosed to H - M, or infiltration or condensation of moisture in, through, or around walls, copings, building structure or underlying or surrounding areas. h. the owner fails to comply with any term or condition of this guarantee. i. metal work, fasteners, or other material not furnished by H -M is used in the roofing system and is causing leaks. 8. The Building Owner agrees to reimburse H - M for expenses incurred for leak investigation where said leaks are not caused by defects in the materials or defects in the workmanship by the independent roofing contractor. 9. H - M reserves the right to terminate its obligations under this guarantee until it has received payment in full for all materials and services including those described in Paragraph 8, and all Nils for installation, supplies and services have been paid in full to the independent roofing contractor and material suppliers, and K the current guarantee fee has not been paid to H - M. NOT- WITHSTANDING THE FOREGOING, THE PROVISIONS OF PARAGRAPH 6 ABOVE SHALL REMAIN IN FULL FORCE AND EFFECT, AND UNDER NO CIRCUMSTANCES WILL H -M BE LIABLE FOR INCIDENTAL OR CONSEQUENTIAL DAMAGE. The terms of this guarantee are accepted by Owner Title: Date- -- a r HAARTZ- MASON, INC. HYSHIELD HYPALON COATED METAL Haartz -Mason has designed the HyShield Roof System with emphasis on using the best possible construction details. To further this goal, Haartz -Mason uses HyShield Hypalon Coated Metal to fabricate such roof details as gravel stops, drip edges, scuppers, pitch boxes and base flashings. This ensures compatibility of the need for bonding adhesive to roof junctures. These details advantage of HyShield's ability to a homogenous roofing system that and the metal work. products, and greatly reduces fabricate details at critical with coated metal take full be welded to itself; providing can encompass both the membrane This provides the building owner with a new measure of protection as now the roof's metal work can be included in the membrane manufacturer's guarantee. The 4' x 8' sheets of HyShield Hypalon Coated Metal are .023" G90 galvanized steel laminated a factory laminating process with 28 mils of HyShield unreinforced membrane. 270 Pleasant Street • Watertown, Massachusetts 02172 • (617) 926 -2300 • FAX (617) 923 -3080 4 HAARTZ- MASON, INC. HYSHIELD 4800 BONDING ADHESIVE Haartz -Mason provides HyShield 4800 Bonding Adhesive for adhering HyShield flashing membranes to various substrates. These flashing details would typically include adhering membrane to parapet walls, curbs, vents, skylight housings, etc. Stripping in of non HyShield Coated Metal at roof perimeters is done with the 4800 adhesive. For fully adhering the field membrane the One Surface Membrane Adhesive HS -5 is employed. The 4800 Bonding Adhesive is a synthetic rubber based contact adhesive. The adhesive is applied in a thin even coat to both the membrane and the substrate. The adhesive is allowed to dry so that it does not string to a dry finger touch, and then the membrane is carefully applied to the substrate. The adhesive is packaged in five gallon pails with one gallon covering 60 square feet with both surfaces coated. As with the use of all solvent based products proper personal protection measures must be employed. For detailed measures consult the Haartz -Mason Material Safety Data Sheets (MSDS). 270 Pleasant Street • Watertown, Massachusetts 02172 • (617) 926.2300 • FAX (617) 923 -3080 HAARTZ- MASON, INC. HYSHIELD HS-5 ONE SURFACE MEMBRANE ADHESIVE The HyShield HS -5 One Surface Membrane Adhesive is used in the Fully Adhered HyShield System to secure the membrane to the substrate. This adhesive has several properties which make it unique in roofing applications. The HS -5 is a butyl based adhesive making it far less susceptible to damage from any residual moisture in the roofing system than the traditional neoprene rubber based contact adhesives normally used for fully adhering membranes. Unlike contact adhesives where both the membrane and substrate must be coated with glue, the HS -5 is applied only to the substrate providing for more economical installations. Contact adhesives allow no margin for error as when the two glued surfaces come in contact they cannot be separated. The HS -5 allows the roofing mechanic the chance to rectify mistakes as the membrane can be peeled from the adhesive, repositioned and then reapplied to the glued substrate. The product is packaged in five gallon containers. One gallon covers approximately 80 square feet. As with the use of all solvent based products proper personal protection measures must be employed. For detailed measures consult the Haartz -Mason Material Safety Data Sheets (MSDS). 270 Pleasant Street • Watertown, Massachusetts 02172 • (617) 926.2300 • FAX (617) 923 -3080 HAARTZ- MASON, INC. HYSHIELD 4811 SEAM CAULK The HyShield 4811 Seam Caulk is a specially formulated caulk manufactured by dissolving Hypalon in a mix of solvents. This liquid product is applied by means of a squeeze bottle in a thin bead along any cut edge of the reinforced membrane where the polyester scrim reinforcement has become exposed. The 4811 Seam Caulk is also applied where three layers of membrane intersect (T joints). This application of the Seam Caulk prevents the exposed polyester scrim from acting like a wick and absorbing water into the membrane. At T joints, the Seam Caulk prevents any possible water entry into the weld by capillary action. The 4811 Seam Caulk should be applied to clean membrane on a daily basis once all the seams have been probed and any welding deficiencies corrected. On membrane which has partially cured, wipe the areas to be seam caulked with HS -19 Activator just prior to the application of the 4811 Seam Caulk. The product is packaged in one gallon cans, four cans to the case. One gallon will caulk approximately 1000 lineal feet. As with the use of all solvent based products proper personal protection measures must be employed. For detailed measures consult the Haartz -Mason Material Safety Data Sheets (MSDS). 270 Pleasant Street • Watertown, Massachusetts 02172 • (617) 926 -2300 • FAX (617) 923 -3080 L HAARTZ- MASON, INC. HYSHIELD 4805 SEAM PRIMER HyShield 4805 Seam Primer is a white liquid product used to aid the welding process of cured HyShield Membrane. Once the curing of the membrane has taken place, the sheets can no longer be welded using the normal hot air technique. If there is question to the state of cure, a sample test heat weld should be performed. If the membrane to be welded is cured the following procedures are used: Once the cured membrane is clean, apply a liberal brush coat of HS -19 Activator which will help soften the membrane. Once this dries, a thick coat of 4805 Seam Primer is applied. The Seam Primer is Hypalon dissolved in a blend of solvents. This in reality, puts down new Hypalon which the solvents help work into the cured membrane. Once the seam primer has dried, the sheets of membrane are then heat welded together. The seams will be watertight immediately, but full strength of this weld will take several days as the trapped solvents continue to work into the cured membrane. The 4805 Seam Primer is packaged in one gallon cans, four cans to the case. One gallon will coat approximately 100 square feet. As with the use of all solvent based products proper personal protection measures must be employed. For detailed measures consult the Haartz -Mason Material Safety Data Sheets (MSDS). 270 Pleasant Street a Watertown, Massachusetts 02172 • (617) 926 -2300 • FAX (617) 923 -3080 HAARTZ- MASON, INC. HS -80 HYSHIELD 8MANT The HS-80 HyShield Sealant is a one -part moisture curing, gun grade polyurethane sealant. HyShield sealant is used for a variety of applications on the rodf and is suitable for continual immersion in water. The HS -80 is white in color and is supplied in cartridge form. The HyShield Sealant is used for applications where water cut -off mastic has been used i.e. in drain details and behind the membrane in termination bar details. The HyShield Sealant is used in lieu of pourable sealer for the topping of pitch box details. The HS -80 is used for the caulking of the tops of termination bars, surface mounted reglets and all other exposed metal details requiring caulk. The HS -80 is used for the caulking on all clamping rings for vent stack flashings. Prior to the application of the HyShield Sealant, the surfaces to receive the HS -80 must be sound, clean and dry. The HS -80 HyShield Sealant conforms to U.S. Federal Specifi- cation TT- S- 00230C, Type II, Class A and ASTM C920 -86, Type S. The HS -80 HyShield Sealant is packaged in 1/12 gallon caulking gun cartridges, 24 tubes to the case. 270 Pleasant Street • Watertown, Massachusetts 02172 • (617) 926.2300 • FAX (617) 923 -3080 a HAARTZ— MASON, INC. HYSHIELD HYPALON KEMBRANE The HyShield Hypalon roof membrane is manufactured using DuPont's chlorosulphonated polyethylene (CSPE) polymer, titanium dioxide which gives the product its excellent U.V. resistance, fillers, additives and processing aids. The formulation of HyShield employs a blend of two Hypalon polymers, Hypalon 45 and Hypalon 623. This custom blend allows easier heat welding, solvent welding (when ambient weather conditions permit) and easier fabrication of details. The membrane is reinforced with a tough 1000 dernier weight 10 x 10 polyester scrim. making HyShield suitable for mechanical attachment. The HyShield membrane is extremely resistant to many of the substances found on today's rooftop environment, i.e. oils, lubricants, greases, pollutants and acid rain. HyShield comes to the roof in an uncured state allowing the membrane to be welded to itself eliminating the need for seam adhesives. Once exposed to sunlight, moisture and temperature the material cures into a tough vulcanized rubber exhibiting excellent strength and weathering characteristics. HyShield comes in easy to handle rolls that measure 64 1/2" wide x 80' long. Half -width rolls are provided for roof perimeters which enables a denser fastening pattern at the perimeters and corners of the roof. HyShield Systems are provided for mechanically fastened, fully adhered and ballasted applications. 270 Pleasant Street • Watertown, Massachusetts 02172 • (617) 926 -2300 • FAX (617) 923 -3080 HAARTZ- MASON, INC. HYSHIELD 55 MIL UNREINFORCED HYPALON MEMBRANE In addition to the 45 mil reinforced HyShield Hypalon membrane, Haartz -Mason also provides a 55 mil unreinforced membrane membrane for flashing details. The product is used for the field wrapping of vent stacks, waterproofing the end joints of coated metal flashings, inside and outside corner patches, fabricating deep drain sumps and other details where the product must conform to irregular shapes. The 55 mil unreinforced product is specially formulated to provide properties of greater flexibility and moldability allowing ease of application for the roofing mechanic. The 55 mil unreinforced HyShield membrane is supplied in individual rolls which are 30" wide by 50' long. 270 Pleasant Street • Watertown, Massachusetts 02172 • (617) 926 -2300 • FAX (617) 923 -3080 S) Underwriters Laboratories Inc.. HAARTZ -MASON INC Jun Freedman 270 PLEASANT ST P 0 BOX 322 WATERTOWN MA 02172 333 (708 272 -883" FAX No x708 272 -129 NCI Maas %o 254 -3345 Cable ULINC NORTHBROOk, IL Telex No 6502;4334:1 Your most recent listing is shown below. Please review this information and report an )' inaccuracies to the UL Engineering staff member who handled your Assignment. TGFU March 16, 1990 Roofing Systems HAARTZ -MASON INC , WATERTOWN MA 02172 R13467 (N) (A card) MAINTENANCE AND REPAIR SYSTEMS Class A 1. Deck: G 15/32 Incline: No limitation Existing Roof System: Class A shingles covered with: Slip Sheet (opsonslk " PyroMar' 10 mil min. Membrane: -HyShield- (hypolon). 2. Deck: C•15/32 Incline: 2 Existing Roof System: Class A, B or C covered with: Vapor Retarder (optionall: Min 4 mil "Pyroethylene Air Seal" (not Classified). Insulation (optionap: Perlite, polystyrene, polyurethane, perlite /polyurethane composite, 91898 fiber, isocynnurate, phenolic or wood fiber, any thickness, laid loosely. Gypsum Board: Min 5/8 in., mechanically fastened. Membrane: "HyShield" (hypalon). 3. Deck: C -15/32 Incline: 2 Exisitin9 Roof System: Class A covered with: Slip Sheet (optlonalk - PyroMat" 10 mil min. Membrane: "HyShield" (hypalon). Replaces R13467A dated October 10, 1989. (Cont. on B card) 402711001 Underwriters Laboratories Inc .0 AII10I54374 125 For information on placing an order for UL Listing Cards in a 3 x 5 inch card format, please refer to the enclosed ordering information. UNDERWRITERS LABORATORIES INC. O,,UIUnderwriters Laboratories Inc. W HAARTZ -MASON INC Jun Freedman 270 PLEASANT ST P 0 BOX 322 WATERTOWN MA 02172 33 Pf Roux Northbroo, 1 : ,cs 60062 -2096 (708; 272 -8800 FAX No. (7081 272 -8129 MCI Magi No 254 -3343 Cable ULINC NORTHBROOK, IL Telex No. 6502543343 Your most recent listing is shown below. Please review this information and report any inaccuracies to the UL Engineering staff member who handled your Assignment. TGFU March 16, 1990 Roofing Systems HAARTZ -MASON INC R13467 (N) (B -cant from A card) 4. Deck: C•15/32 Incline: 1/4 Existing Roof System: Class A covered with: Insulation: Polystyrene R•Max foil faced "Ply 1 ", glass faced "Thermaroof Standard", Glass fb bar or Gypsum, 1/2 in. min. Slip Sheet (Required between polystyrene and membrane, optional between other insulations and membrane): "PyroMat" 10 mil min. Membrane: "HyShield" (hypalon). Gass S 1. Deck: C•15/32 Incline: 2 Existing Roof System: Class A, B or C covered with: Vapor Retarder (optional): Min 4 mil "Pyroethylene Air Seal" (not Classified). Insulation (optional): Perlits, polystyrene, polyurethane, polyurethane /perlite composite, glass fiber, isocyanurate, phenolic or wood fiber, any thickness, laid loosely. Gypsum Board: Min 1/2 in., mechanically fastened. Membrane: "HyShield" (hypalon). 2. Deck: C -15/32 Incline: 2 Existing Roof System: Class B covered with: Slip Sheet (optlonafF "PyroMaf' 10 mil min. Membrane•. "HyShield" (hypalon). (Cant on C card) 402711001 Underwriters Laboratories Inc .0 A11/0154375 126 For information on placing an order for UL Listing Cards in a 3 x 5 inch card format, please refer to the enclosed ordering information. UNDERWRITERS LABORATORIES INC. U)Underwriters Laboratories Inc. A HAARTZ -MASON INC Jun Freedman 270 PLEASANT ST P 0 BOX 322 WATERTOWN MA 02172 333 P' ­Gc,1r, No!t'!DrooF, nos 6(06_ 2096 (7081 272-8800 FAX No 1708 272 -8129 MCI Mali Nr ) 254 -3343 Cable ULINC NORTHBROOK. IL Telex No 6502543343 Your most recent listing is shown below. Please review this information and report any inaccuracies to the UL Engineering staff member who handled your Assignment. TGFU March 16, 1990 Roofing Systems HAARTZ -MASON INC R13467 (N) (C -cunt from B card) Class C 1. Deck: C -18 -32 Incline: 2 Existing Roof system: Class C covered with: Slip Sheet (optlonslh "WroMac' 10 mil min. Membrane "HyShield" (hypalon). SINGLE PLY MEMBRANE SYSTEMS Class A - Fully Adhered 1. Dock: NC Incline: 1/2 Insulation: Thermal Systems Ine's "MI ", Celotex or Apache "Hy -Therm White Line ", Huebert wood fiber or OCF glass fiber or perlite, 4 in. max, secured with metal fasteners and plates. Membrane: "HyShield" (hypalon) adhered with "4800 Bonding Adhesive", 1 gal /sq. Lap joints are hot -air sealed. 2. Deck: NC Incline: 1/2 Insulation: Cellular concrete, gypsum concrete, vermiculite concrete, perlite concrete, structur- al cement or concrete with all surface joints are grouted on the exposed surface. Membrane: .HyShield" (hypalon) adhered with "4800 Bonding Adhesive -, 1 gal /sq. Lap joints are hot -air sealed. (Cont on D card) 402711001 Underwriters Laboratories Inc .0 All /0176064 127 For information on placing an order for UL Listing Cards in a 3 x 5 inch card format, please refer to the enclosed ordering information. UNDERWRITERS LABORATORIES INC. UL Underwriters Laboratories Inca HAARTZ -MASON INC Jim Freedman 270 PLEASANT ST P 0 BOX 322 WATERTOWN MA 02172 333 Ff,nos,, ,. Roa_` N�rt ^brco�. l!!!eo:s 60063 209 (708272 -8800 FAX No 7081272 -812° MCI Mai No 254 -3343 Cable ULINC NORTHBROOK, IL Telex No. 6502543343 Your most recent listing is shown below. Please review this information and report any inaccuracies to the UL Engineering staff member who handled your Assignment. TGFU March 16, 1990 Roofing Systems HAARTZ -MASON INC 813467 (N) (D -cont from C card) Class A - Mechanically Fastened t. Deck: NC Incline: 1 Insulation: Thermal Systems Ines -M1 ", Celotex or Apache "Hy -Therm White Line ", OCF or Huebert wood fiber, glass fiber or partite, 1 to 4 in., mechanically fastened. Membrane: "HyShield" (hypalon) Lap joints are hot -air sealed. 2. Deck: NC Incline: 1/2 Insulation Cellular concrete, gypsum concrete, vermiculite concrete, perlite concrete, structur- al cement or concrete when all surface joints are grouted on the exposed surface. Membrane•. "HyShield" (hypolon) attached with metal fasteners and plates. Laps are hot -air Mk: 3. Deck: NC Incline: 1 Insulation Dow Chemical "Styrofoam" or "Groyboard", any thickness. Slip sheet: 20 mil "Manniglass 1200 ". Membrane.. "HyBhleld" (hypalon). 4. Deck: NC Incline: 1 -1/2 in. Vapor Retarder (optional): Min 4 mil "Pyroathylene Air Seal" (not Classified). Insulation Thermal Systems Inc. glass faced isocyanurate "G•4" any thickness. Slip Sheet (optionalk "Pyromat- 10 mil min. Membrane: " HyShield" (hypolon). (Cant on E card) 402711001 Underwriters Laboratories Inc .0 All/0176065 128 For information on placing an order for UL Listing Cards in a 3 x 5 inch card format, please refer to the enclosed ordering information. UNDERWRITERS LABORATORIES INC. (R Underwriters Laboratories Inc. a HAARTZ -MASON INC Jim Freedman 270 PLEASANT ST P 0 BOX 322 WATERTOWN MA 02172 r`' "C'i-'. Nor,ro�ook i�liro.s 60062 2096 1708, 272 -8800 FAX No 17081272 -8129 MCI Ma!I No 254 -3343 Cable ULINC NORTHBROOK. IL Telex No. 6502543343 Your most recent listing is shown below. Please review this information and report any inaccuracies to the UL Engineering staff member who handled your Assignment. TGFU March 16, 1990 Roofing Systems HAARTZ -MASON INC R13467 (N) B. Deck: NC Incline: 1/4 in. (E -cunt from D card) Vapor Retarder (optional): Min 4 mil -Pyroethylene Air Seal" )not Classified). Insulatiom Polystyrene, any thickness. Slip Sheet - PyroMat- 10 mil min. Membrane: "HyShield" (hypolon). a. Deck: NC Incline: 1 Vapor Rehrder (optkfneD: Min 4 mil "Pyroethylene Air Seal" (not Classified). Insulation: Celotex Corp's'Thermax Energy -Lok" or "Thermax Hy -Tec" or R -Max Co.** "Multi - max" any thicknes. Thermal Systems Inc: s glass faced isocyanurate -G-4- any thickness. Tem- ple- Eestex "Tempro Standard" or 'Tempro S. P." any thickness. Slip Sheet (optionalk "PyroMat" 10 mil min. Membrane -. "HyShield" (hypalon). 7. Deck: C -16/32 Incline: 2 in. Vapor Retarder (optional): Min 4 mil - Pyroethylene Air Seal" (not Classified). Insulation (optional): Perlite, polystyrene, polyurethane, perlite /polyurethane composite, glass fiber, isocyanurate, phenolic or wood fiber, any thickness, laid loosely. Gypsum Board: Min 5/9 in., mechanically fastened. Membrane: "HyShield" (hypalon). (Cont on F card) 402711001 Underwriters Laboratories Inc ® AII10176%6 129 For information on placing an order for UL Listing Cards in a 3 x 5 inch card format, please refer to the enclosed ordering information. UNDERWRITERS LABORATORIES INC. SUnderwriters Laboratories Inc. HAARTZ -MASON INC Jim Freedman 270 PLEASANT ST P 0 BOX 322 WATERTOWN MA 02172 333 P: as R: Nor, tr (7081272 -8800 FAX No (708 272 -8129 MCI Mail No 254 -3343 Cable ULINC NORTHBROOK, IL Telex No 6502543343 Your most recent listing is shown below. Please review this information and report any inaccuracies to the UL Engineering staff member who handled your Assignment. TGFU March 16, 1990 Roofing Systems HAARTZ -MASON INC R13467 (N) S. Deck: NC Incline: 3/4 {F -cont from E card) Insulation: R -Max Ines "Polyisocyanurate Foam," 4 in. max or Thermal Systems Incas foil or glass mat faced foam "R1" or "G4" any thickness, laid loosely or mechanically fastened. (Op- tional) polystyrene insulation any thickness, may be used under min 1". Thermal Systems Inc: s foil or glass mat faced foam "R 1" or -G4 ". Membrane. "HyShield" ( hypslon). Class B - Mechanically Fastened 1. Deck: C -15/32 Incline: 1 Slip ShesC Manniglas 1151, foil side down. Membrane: "HyShield" (hypalon). 2. Deck: NC Incline: B Insulation: Arco Chemical Co.'s "Arcor MS" or "Arcor FM -1 ", any thickness, laid loosely or mechanically fastened. Gypsum Board: Min. 1/2 in. mechanically fastened, may be used as an alternate to the insula- tion. Membrane: "HyShield" (hypalon). (Cont on G card) 402711001 Underwriters Laboratories Inc.e All /0178067 130 For information on placing an order for UL Listing Cards in a 3 x 5 inch card format, please refer to the enclosed ordering information. UNDERWRITERS LABORATORIES INC. U Underwriters Laboratories Inc. HAARTZ -MASON INC Jim Freedman 270 PLEASANT ST P 0 BOX 322 WATERTOWN MA 02172 332 Pty Gs� Ro2r Narthb!oor. 60062 2,396 (708) 272 -8800 FAX No (708i 272 -8'29 MCI Mai! No 254 -3343 Cable ULINC NORTHBROOK. IL Telex No. 6502543343 Your most recent listing is shown below. Please review this information and report any inaccuracies to the UL Engineering staff member who handled your Assignment. TGFU March 16, 1990 Roofing Systems HAART2 -MASON INC R13467 (N) 3. Deck: C -15/32 Incline: 2 (0-COnt from F acrd) Vapor Retarder (optlona5: Min 4 mil -Pyroethylene Air Sear' (not Classified). Insulation (optionaq: Perlite, polystyrene, polyurethane, perlite /polyurethane composite, glass fiber, isocyanurate, phenolic or wood fiber, arty thickness, laid loosely. Gypsum Board: Min 1/2 in., mechanically fastened. Membrane: "HyShield" (hypalon). Class C - Mechanically Fastened 1. Deck: Tectum Type 111 Incline: 1 Slip Sheet 10 mil of "Manniglas ". Membrane: "HyShield" (hypslon). 270 PLEASANT ST P O BOX 322 LOOK FOR CLASSIFICATION MARKING ON PRODUCT Cards R1 3467B, C, D, E, F, G (six cards) replace R13467B dated October 10, 1989. 402711001 Underwriters Laboratories Inc .0 AlvOnr>oca 131 For information on placing an order for UL Listing Cards in a 3 x 5 inch card format, please refer to the enclosed ordering information. UNDERWRITERS LABORATORIES INC.