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Home My WebLink About14-15744 , CITY OF ZE HYRHILLS �-+------�`�,�, 5335-8T STREET (sis)�s -oozo 15744 BUILDIN PERMIT ��.��'::_��:�:��P�ERMIT±INFQRMATION `LOCATION`�INF.ORMATION�. =-LL Permit Number: 15744 Address: 5942 13TH ST Permit Type: RE-ROOF ZEPHYRHILLS, FL. Class of Work: ROOF REPLACEMENT Township: Range: Book: - Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-02000-0120 Improv. Cost: 5,000.00 = -�OVIINER INFO`RMATION��F� ��-.��:��'�la'��- Date Issued: 10/28/2014 Name: APOLLO ACQUISTION AND DEVELOPM�� N Total Fees: 60.00 Address: 5001 GRAINARY AVE Amount Paid: 60.00 TAMPA FL 33624-2020 Date Paid: 10/28/2014 Phone: 813-453-1950 Work Desc: REROOF SHINGLES �CONTRACTOR S APPLICATION'FEES � ` INTEX BUILDERS,LLC REROOF RESIDENTIAL 60.00 \ v `` . Ins ections e uired�'� `. `� `";�� f �'�` .,.�,_ DRY IN ROOF IN P TAPE JOINTS ROOF INSP FINAL I�� •.°�� /� j=trv�� REINSPECTION FEES: Reinspection fees will comply wi h Florida Statute 553.80 (2)(c)when extra inspection trips are necessary due to any one of the following rea ons: a)wrong address b) condemned work resulting from faulty construction c) repairs or corrections not ade when inspections called d)work not ready for inspection when called e) permit not posted on job site� plans not at job site g)work not accessible. NOTICE: In addition to the requirements of this permit, there ay be additional restrictions applicable to this property that may be found in the public records of this county, and there ay be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice o commencement may result in your paying twice for improvements to your property. If you intend to obta n financing,consult with your lender or an attorney before recording your no ice of commencement." Complete Plans,Specifications Must Accompany Appli tion.All work shall be performed in accordance with Ci Codes and Ordinances. O OCCUPANCY BEFO C.O. � � CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS ITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD ROM WEATHER 813-780-0020 City of Zephyr ilis Permit Application Fax-813-780-0021 Build g Department Date Received Phone Contact or Permitting __ � ti Owner's idame C� S � S' 2�p /L<�/l Oarner F'hone Mumber �%(�3 l c(�(� Oevner's Address �C�1 l �;7 ` � � � Owner Phone Mumber $�3 (�p� �� ee Siraipte Titleholderfdame Oubner Phone Pdumber u Fee Simple Titleholder Address � .DOB ADDRESS � � 3`� S ILOT# �� SUBDI!lISIOM PARCE ID# (OBTAINED FRORA PROPERTY TAX NOTICE) lMORE(PROPOSED B NEW CONSTR 8 ADD/AL � SIGN 0 0 DEMOLISH INSTALL REPAI �ROPOSED USE Q SFR Q COMM 0 OTHER 1VPE OF CONSTRUCTIOM Q BLOCK Q FRAME 0 STEEL Q � D�SCRIPTIORI OF HlIO�tK �-2ittid(J-Z� �q r I��1 S l� �P�D BUILDING SIZE SQ EOOTAGE �� NEIGHT �BUILDING $ VALUATION OF TOTAL CONSTRUCTION ��e�-� QELECTRICAL $ AMP SERVI E Q PROGRESS ENERGY Q W.R.E.C. � QPLUMBING $ �� QMECHANICAL $ VALUATION F MECHANICAL INSTALLATION � � �GAS � ROOFING Q SPECIA TY 0 OTHER FIfVISHED FLOOR ELEVATIONS FLOOD ONE AREA QYES tV0 BUILDER CO PalMY �Pl� J Y . �GC� SIGM�iTURE � REG STERED Y/ I�I FEE CUR E� Y/nl Address .� �U y� � License# �aECTRICIAM CO PAfdY SIGRIATURE REG STERED Y/ N FEE CURRE� Y/fV Address License# P�URlIBER CO PAfdX SIGEd�1TURE REG STERED Y/ N FEE CURRE� Y/N Address License# MECHANICAL CO PAMY SIGIdATURE REG STERED Y I N FEE CURRE� Y/M Address License# OTFlER CO PAtdY SIGfdATURE REG STERED Y/ N FEE CURRE� Y/N Alctdress License# I RESIDE(dT1AL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set f Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Re uired onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facllities 8�1 dumpster,Site Work Permit for s bdivisionsllarge projects COMiVIERCIAL Attach(3)complete sets of Building Plans plus a Life S fety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum te�(10)working days after submittal date. Required onsite,Construction Pians,Stormwater Plans wl Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for al new projects.All commercial requirements must meet compliance SIGR1 PERflAIT Attach(2)sets of Engineered Plans. ""'PROPERTY SURVEY required for all NEW constru fon. Directlons: Fill out application completely. Owner&Contractor sign back of application,notarized If oeer 52500,a Notice of Commencement(s required. (AIC upgr des over$7500) '• Agent(for the contractor)or Power of Attomey(for the owner)would b someone with notarized letter from owner authorizing_same OVER THE COUMTER PERMITTING (Front of Application Only) ° .� � • � Reroofs if shingles Sewers Service Upgrades A/C Fences Plot/Survey/Footage) , , _ ' - , - - - - � _ - , Driveways-Not over Counter if on public roadways..needs ROW � � '- - - _.. .- ., �!p'��CE p� �D��D RE�'T�IC�'i0A6�: The undersigned understands that this permit may be subject to"deed" restrictions" , uvhich may be rnore restrictive than County regulatians. The undersEgned assutnes responsibiiity for compliance with any applicable deed restrictions. U�l�1C�N5ED CO[dTR�i�TOR� a�NlD C�GV'��T��t (�(��lPONSl�9LtTi��: (f #he owner has hired a contractor or contractors to underfake work, they may be required to be licensed in accordance wtith sfate and Iocai reguiations. if fhe cQntracEor is not licensed as required by latnr, both the owner and contractor may be cited for a misdemeanor violation under stafe (avv. If the avuner or intended contractor are uneertain as to what licensing requiremenfs may apply for the intended work, they are advised to corttact the Pasco County Buildirrg Inspection Division—l.icensing Section at 727-847- 8009. Furthermore, if the o�ntner has hired a cantractor or contracfors, he is advised ta have the contrackor(s} sign partions of the "contractor Block" of this applicatian for which they vvill be respansible. If you, as the owner sign as the contractor, that may be an indication #hat he is not properly licensed and is not �ntitled to permitting privileges in Pasco County. 1C6�N��OR'fA�'IOP! IMF��C�"IIJTILI'Y'If�� I(�if��Clf�►�l� f��URC� Rf�COVf�Rl(��f�5: The undersigned understands that Transpar#ation impact F�es and Ftecourse Recov�ry Fees may apply to the construction of nev�r buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco Caunty Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, v�ti1! be identified at the time of permit#ing. It is further understood that Transpor#ation Impact Fees and i2.esource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or fina! po�nrer release. (f the project does not invotve a certificate of occupancy or final power release, fhe fees must be paid prior to peemit issuance. �urthermore, i# i'asco County WaterlSevver lmpact fees are due, they rnust be paid prior fo permit issuance in accordance with applicable pasco County ordinances. C�N�TRl9C�'1Q�1 �.1E�4 �.�1tV(Chapt�r 793�, �I�rieB��ut�s, �s �mend�ef}: 9f valuation of v+rork is$2,5Q0.00 or more, ! certify that I, the applicant, have been provided with a capy of the "Florida Construction Lien Law—Hameowner's Prc�tection Guide" prepared by the Florida Departmen# of Agricufture and Consumer Affairs. !f Ehe appiicant is someone okher than the"owner", I certify that I have obtained a copy of fhe above described document and promise in good faith to deliver it to the"owner" prior to commencement. CONi'Ft��`OR'S/C�iW�l�i�'� �►1F�9��iV6Y: t certify that all the inforrnation in this application is acctarate and that all tnrork will be done in compliance uvith all applicable laws regulating construction, zoning and land development. Applicatian is hereby made ta obfa9n a permit to do uvork and instaflatian as indicated. 9 certify that na work or instatlation has commenced prior to issuance of a permit and that all worbt will be performed to meet standards of all laws regulating canstruckion, Caunty and City codes, zoning regulations, and land development regulakions in the ju�isdiction. ! also certify thaf I understand fhat the regulations of other government agencies may apply #o the intended v�ark, and that it is my�esponsibility to identify what actions I must take 4o be in compliance. Such agencies include bu#are not limited to: - C7epartment of Environmental Pratection-Cypress Bayheads, VVetland Areas and �nvEranmentally Sensitive Lands, Water/Wastewater Trea#ment. - 8outhwest F{orida Vllater �anagement District-Wells, Cypress �ayheads, 1lUetland Areas, Al#ering VVatercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waferways. - Department of Health � Ftehabilitative Setvices/Environmentai �eatth Unit-Wells, Wastewater Trea#ment, Septic T'anks. - US Enviconmentai Pratec�ion Agency-Asbestas abatem�nt. - Federal Aviation AuthoriQy-Runv�ays. t understand that the€olla�ing restrictions apply ta the use of filf;� - Use of fill is not allowed in Fiood Zone"V"unless expressly permitted. - If the fill maferial is to be used in Flood Zone "A", it is understaod that a drainage plan addressing a "compensating volume" �ill be submifted at time of permitfing v�rhich is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zane "A" in connecfion uvith a permifted building using sfem vval! construction, I cer#ify thak fill will be used only to fill the area within the stem wall. - !f fill material is to be used in any area, I certify that use of such fill wiN not adversely affect adjacent properties. If use of fiH is found to advers�ly affec# adjacent properties, #he owner may be cited for violating the conditions of the building permit issued under the atfached permit application, for Iots less than one (1) acre uvhich are elevafed by fi11, an engine�red drainage plan is required. If I am the AGIENT FOR'6'HIE O!f°IYP1fE�, I promise in good faith to inform the owner of the permitting conditions set farth in fhis aff'tdavit prior ta commencing canstrucfiion. 1 understand thaf a separate permit may be requirecf for electricaf vuork, plumbing, signs, vvells, pools, air conditioning, gas, or other installations not specifically inctuded in fhe application. A permit issued shaU be canstrusd to be a license to proceed uvith the work and not as authority to violate, cancel, alter, or set aside any pravisions of the fechnicai crsdes, nar shall issuance of a permif prevent fhe �uilding Officia!from thereafter requiring a carrection of errors in plans, construction or violations of any codes. Every permit issued shall become invalid � un(ess the work authorized by such permit is commenced within six months of permit issuance, or if vsrork aufhorizecf by the permit is suspended or abandoned for a periad of six (6) months after the time the work is commenced. An extension rnay be requested, in v�rri#ing, fram fh� �uilding Official far a period not to exc�ed ninety (9Q) days and wil! demonstrate justifiable cause for the �xtension. If w�ork ceases for nirtety(80)consecutive ciays, the job is cons�dered abandoned. iRlA9tFIti�C T� Oliiii�(��: YOI.IR iF6�ILURi� TQ ��Ct2R� � �l��TiC(E {3� C�ii�i�f1�NC�i{��P1T M�1/ R�SU�.'C 1�1 Vt�U� �'B�YIM� 'TWII�E FOR IiilII1�ROVIE�iIEINY�YO YOI�R�fRC1fPEFt7Y. ICF YOU pPlTI�ND�Cl O��'AIN �IIV�INCING, CON�l1L�' Itit1TN Y�l9R ��N��R �2�N s�i'1"OlR�l�Y I��Ct��(Dt�if�YQt11R �10T1C�C��Cili��NCEti�i�Q+IT. FLORIDA JURAT(F.S. .0 C}1�l�1�#2 4�2�9G�PIT � �^cx✓l T--- C��1'ft2ACTOR Subscrlbed and sworn to(or aNirmed)before me thls Subscribed and swom to(or a�rmed)before me this by by Who istare persanall knawn ta me or has/have produced Who(slare personally known fa me or haslhave produced as identlficatlon. as identification. .••"�p'�� E.BACON Notary ublic Notary Public ' :,;_ Cammission#FF 1 3 Commis o �*� ;�: Ex�ires June 29,2018 Commission No. e. 'yt�„pr�,°..� Bonded Thm T�oy Fam I�� fJame of Notary typed,printed or stamped Name of Notary typed,printed or stamped � � Illillllllllllllllllllllllillllilllilllltllllllllllllllllill � � '' 201417111� Permit No. Parcel ID No �1 _�lD �I��Q 1� "'��7-d(Z,� �"'''�� n \ • � NOTICE OF C MMENCEMENT N c+� 'A 0� O.. " State of ��j f� Ut h Counry of ��..0(.O \� � �+ �� .f�m W THE UNDERSIGNED hereby gives notice thal improvement will be made t certain real property,and in accordance with Chapter 713,Florida Statutes, � the following fnformation is provided in this Notice of Commencement: r N 1. Description of Property: Parcel Identification No. � ` � � � � +1 SUeetAddress: � 1 Z �3�✓ S � �..� "'• -i� 2. General Description of Improvement 9 a� O •• fD . n �.. v• a oN 3. Own Information or Lessee infortnation if the Lessee co trade for the improvement: e•B m v�� f� ' i�'�' ns � �¢..�o /l�.vt'} , LL `` m �t,! A O � �a�cM/lP/V( �(/�M.,�G� �� N Address City State � Interestin Property: U � Name of Fee Simple TiUeholder. (lf different from Owner listed bove) Address n p City State 4. Contractor -� . +w�1(�'[� ��G ,. Name � � , w� C �qmPC. �� B D Address = City State �N Dr Contractors Telephone No.: �t3 � �3 3 pp� W \ 5. Su�ety' �N� Name 'p�? �f+�. Address City State N!- Amount af Bond: $ Telephone No. �W T 6. Lender �� Name �. 3 D � Address Cily State � �a o Lenders Telephone No.. _ � � o m 7 Persons within lhe State of Florida designated by the owne upon whom notices or olher documents may be served as provided by w�� SecGon 713.13(1)(a)(7),Florida Statutes: ��m • . Name � o 3 � y Address City Stale o Telephone Number of Designated Person: ir � 8. In addition[o himself,the owner designates of_ to receive a c py of the Lienors Notice as provided in Section 713.13(1)(b),Florida Statutes. Telephone Number of Person or EnGty Designated by Owner• - 9. E�iration date of Notice of Commencement(the e�iration d te may not be before the complefion of construcUon and final payment to the contractor,but will be one year from the date of recording unles a different date is specified): j�� - J{,� WARNING TO OWNER: ANY PAYMENTS MADE BY THE WNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CH PTER 713, PART'I, SECTION 713.73, FLORIDA STATUTES, AND CAN RESULTIN YOUR PAYING TWICE FOR IMPROVEMENT TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE TH FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY-BEFORE COMME CING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of peryury,I'dedare that I have read the foregoin of commencemen nd that the fads stated therein are true to the best of my knowledge and belief. • STATE OF FLORIDA -� � COUNTY OF PASCO Si nature of Owner r L ssee,or Ovmers or Lessee's Aulhorized cerlD irector/P artn er/Ma na g er S' natoys iUe/Office j .. � L`* - - The foregoing instrument was acknowledged befo�e me thi day of ,20 � y �.... _ - as � (type,of�aufhonty,-e,g„officer,'trustee,a mey in fact)fo� - ! - (na�ne of p$rty o ehaR of wh (hsVument exewle . ,` '�/� a ` Personally Kno�li�l R Produ ed Identification❑ N tary Signature �--. _ _ � Type of Idenlificalion Produced N me(Print) � / � ��uu�q . . _.. _. ,��.,��YP��, Jul� R e �'apfc� �._._.. a: p,�:�a'�0�'hIISS101#EE87730� - :��-.�''�..'.��°,�EXPIR�S: PR.11,2017 �wee IM��6v.AAR I�N07ARY.wm wpdata/b cs/noticecommencem ent�c053048 .. �• . I �po�� T;�r�OF FLORIDa,COUiVTY OF PASCO �� THIS IS TO CERTiFY THAT THE FOREGOING IS A �°� a m TRUE AND CORRE.CT COPY OF THE DOCUMENT ' � ON FILE OR OF PUBLIC RECORD IN THIS OFFICE � ` � ' �e,��.,ut o WIT�Y HAND D OFFI IAL SEAL THIS . � d r�-�°� e "� � OAY OF 2�� ,� ° ,� P .IJ�A , riL, CLER O TROLLER �' t8d7 �. BY � � � e ,� �� ERK ��o�. n p � . L , �1 EXTERIOR RESEARCH & DESIGN, LLC. Certificate ofAuthorization #9503 ERD 353 CHRISTIA OXFORD,� UNIT #13 TR�� CT 06478 � PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Carlisle Coatings &Waterproofing Evaluation Report C39180.-12.11-R2 900 Hensley Lane .._._FL6785-R5 Wylie, TX 75098 Date of Issuance: 12%09/2011 Revision 2: 10/12/2012 SCOPE; This Evaluation Report is issued under Rule 9N-3 nd the applicable rules and regulations governing the use of construction materials in the State o Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of t e product under the Florida Building Code and Florida Building Code, Residential Volume. The roducts described herein have been designed to comply with the 2010 Florida Building Code sectio s noted herein. DESCRIPTION: CCW Roof Underlayments LABELING: Each unit shall bear labeling in accord nce with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance docu entation changes, or provisions of the Code that relate to the product change. Acceptance of this valuation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if he product changes or the referenced Quality Assurance documentation changes. Trinity�ER requires a complete review of this Evaluation Report relative to updated Code requirements wit each Code Cycle. ADVERTISEMENT: The Evaluation Report number p eceded by the words"Trinity�ERD Evaluated" may be displayed in advertising literature. If any po ion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire valuation Report shall be provided to the user by the manufacturer or its distributors and shall b available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 throug 4. Prepared by: � �{ILLJt�� — �.tuj�t. :�;''.. .GPS''��:4��44%� �; i.y�G.. F„..i: ?� 1 r Z ��J�a-54t'6� . :ir.- '� ° `�� 't= The facslmlle seal appearing was authorized ' =;�5.1„_-pF,>;'�: by Robert N(eminen,P.E.on SO/12/2012 • � �:.:':` t�r-c Thls does not serve as an electronlcally slgned �� '�''•=C R`c.r''; Robert 7.M. Nieminen P.E. ��;t'S�' ',E;•.yy document. Signed,sealed hardcoples have been � ,��ON��„+�` transmltted to the Product Approval Adminlstrator and Florida Registration No. 59166, Flo�ida DCA ANE1983 �°-� , to the named dient CERTIFICATION OF INDEPENDENCEC 1. Trfnity�ERD does not have, nor does It intend to acquire or ill it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity�ERD is not owned,opereted or controlled by any company anufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial i terest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financi I interest in any other entity involved in the approval process of the product. TRINIIY�ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: CCW Roof Underlay ents, as produced by Carlisle Coatings &Waterproofing, have demonstrated compliance with the followi g sections of the Florida Building Code through testing in accordance with the following Standards. Co pliance is subject to the Installation Requirements and Limitations/ Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.4, 1507.2.9.2, Physical Properties ASTM D1970 2001 1507.5.3 3. REFERENCES: Enti Examination Reference Date ERD (TST6049) Physical Properties C41280.10.12 10/05/2012 MTI (TST2508) Physical Properties PX02MOA O1/17/2011 MTI (TST2508) Physical Properties PXI6MOA Ol/18/2011 MTI (TST2508) Physical Properties PX13M0B Ol/18/2011 M-D (CER1592) HVHZ Compliance 09-0630.13 08/12/2009 ICC-ES (EVL2396) 2009 IBC Compliance ESR-1556 03/O1/2012 ICC-ES (EVL2396) 2006 IBC Compliance ESR-2206 03/O1/2012 UL, LLC. (QUA9625) Quality Control TGDY.R18678 Listing 10/18/2010 UL, LLC. (QUA9625) Quality Control Inspection Report, R18678 02/20/2012 4. PRODUCT DESCRIPTION: 4.1 CCW WIP 100 is a self-adhering, fibe glass reinforced, granule surfaced, rubberized asphalt roof underlayment. 4.2 CCW WIP 250 is a self-adhering, fibe lass reinforced, film surfaced, rubberized asphalt roof underlayment. 4.3 CCW WIP 300HT is a self-adhering, coated-polyolefin-composite film surFaced, rubberized asphalt roof underlayment. 5. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ. 5.2 Fire Classification is not part of thi report; refer to current Approved Roofing Materials Directory for fire ratings of this produc . 5.3 CCW Roof Underlayments may be us d with any prepared roof cover where the product is specifically referenced within FBC appr val documents. If not listed, a request may be made to the AH] for approval based on this ev luation combined with supporting data for the prepared roof covering. Exterior Research and Design, LLC. Evaluation Report C39180.12.11-R2 Certifcate of Authorization#9503 FL6785-R5 Revision 2: 10/12/2012 Page 2 of 4 i. TRINIIY�ERD 5.4 Allowable roof covers applied atop the nderlayments are follows: Tabl 1: Roof Cover Options Asphalt Foam-On �Nood Slate� Underlayment Shingles Nail-On Ti e T11e Metal Shakes& Synthetic Shingles Slate/Shake CCW WIP100 Yes No No No No No CCW WIP 250 Yes No No Yes No No CCW WIP 300HT Yes No No Yes No Yes 5.5 Allowable substrates are noted below: 5.5.1 Direct-Bond to Deck: Self-adhering membranes applied to: ➢ New untreated plywood; ➢ Primed new untreated plywood; ➢ Existing plywood; ➢ Primed existing plywood; Note: While not required, CCW-70 0� CAV-GRIP prime� may be used when deemed app�opriate or when tempe�atures are be%w 40°F. 5.5.2 Bond to Mechanicall Attached Base L er: Self-adhering membranes applied to: ➢ ASTM D226, Type I or II felt; For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requir ments. 5.6 Exposure Limitations: 5.6.1 CCW WIP 100, CCW WIP 250 and C W WIP 300HT shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 CCW Roof Underlayments shall e instailed in accordance with Carlisle Coatings & Waterproofing published installatio requirements subject to the Limitations set forth in Section 5 herein and the specifics no ed below. 6.2 Re-fasten any loose decking panel , and check for protruding nail heads. Sweep the substrate thoroughly to remove any ust and debris prior to application. Prime the substrate (if applicable) with CCW-702 or CAV GRIP Primer. 6.3 CCW WIP 100 CCW WIP 250 and C WIP 300HT: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepar d roof covering to be installed. 6.3.2 While not required, CCW-702 or CA -GRIP primer may be used when deemed appropriate. Priming is required when temperatur s are below 40°F. 6.3.3 Cut WIP roofing underlayment into 1 to 15 ft lengths. Remove 2 to 3 ft of release film and align the edge of the membrane, sti ky-side down, so it overhangs the drip edge by 3/8-inch. Continue to remove release film and press as you move across the roof. Use a hand roller and/or hand pressure to press into p ace. Exterior Research and Design, LLC. Evaluation Report C39180.12.11-R2 Certifcate ofAuthorization#9503 FL6785-R5 Revision 2: 10/12/2012 Page 3 of 4 . � TRINITY�ER� 6.3.4 Horizontal seams should be minimu 3.5-inches, configured to shed water. Vertical seams should be 6-inches and staggered not less than 2-ft from vertical seams in the course below. 6.3.5 Consult Carlisle Coatings &Waterpro fing for steep slope & back nailing requirements. 6.3.6 For Valleys and Ridges: Cut WIP roo ing underlayment into manageable lengths. Align over the center of the valley, hip or ri ge. Remove release film. Press the middle of the membrane first before working to ard the edges. For open valleys, cover roofing underlayment with metal valley liners. 7. LABELING: Each unit shall bear a permanent label with th manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted her in. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authori Having ]urisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the manufacturer or the named A entity for plants covered under Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL, LLC- QUA9625; (847) 664-3281 - END OF EVA UATION REPORT- Exterior Research and Design, LLC. Evaluation Report C39180.12.11-R2 Certifcate of AuthoNzation#9503 FL6785-R5 Revision 2: 10/12/2012 Page 4 of 4 '' .-g EXTERIOR RESEARCH & DESIGN, LLC. Certificate ofAuthorization #9503 T��I�� 353 CHRISTIAN STREET, UNIT #13 E�� OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Carlisle Coatings &Waterproofing Evaluation Report C39180.12.11-R2 900 Hensley Lane FL6785-R5 Wylie, TX 75098 Date of Issuance: 12/09/2011 Revision 2: 10/12/2012 SCOPE: This Evaluation Report is issued under Rule 9N-3 and the applicable rules and regulations governing the use of construction materials in the State o Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of he product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been designed to comply with the 2010 Florida Building Code secti ns noted herein. DESCRIPTION: CCW Roof Underlayments LABELING: Each unit shall bear labeling in accor ance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Repo is valid until such time as the named product(s) changes, the referenced Quality Assurance docu entation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity�ER requires a complete review of this Evaluation Report relative to updated Code requirements wi h each Code Cycle. ADVERTISEMENT: The Evaluation Report number p eceded by the words"Trinity�ERD Evaluated" may be displayed in advertising literature. If any po ion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire valuation Report shall be provided to the us.er by the manufacturer or its distributors and shall e available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 throu h 4. Prepared by: u.«l�,«,,,,,— �,,•��,aI. '�.. �4Q'�,r��`�',�!/.�.' 0.,-y�G.. �q' � �� ,�'.«��.`o_S?S=3-"�� :ir� - � '•' - ?�� The facsfmlle seal appearing was authorized �'�S;J,-?yOF�::w� by Robert Nieminen,P.E.on SO/12/2012 ' O�.,,�� '- r•�' This does not serve as an electronically signed +�F'''•:=�;c''t'=� document. Signed,sealed hardcopies have been Robert 7.M. Nieminen, P.E. �'!,`SS�p��'E�;h transmlttedtotheProductApprovalAdministratorand Florida Registration No. 59166, Florida DCA ANE2 983 }��"""""�� , to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity�ERD does not have, nor does it intend to acquire or ill it acquire, a �nancial interest in any company manufacturing or distributing products it evaluates. 2. Trinity�ERD is not owned,opereted or controlled by any compan manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial nterest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a finan ial interest in any other entity involved in the approval process of the product. , .4 TRINITY�ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: CCW Roof Underlay ents, as produced by Carlisle Coatings &Waterproofing, have demonstrated compliance with the followi g sections of the Florida Building Code through testing in accordance with the following Standards. Co pliance is subject to the Installation Requirements and Limitations/ Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.4, 1507.2.9.2, Physical Properties ASTM D1970 2001 . 1507.5.3 3. REFERENCES: Enti Examination Reference Date ERD (TST6049) Physical Properties C41280.10.12 10/05/2012 MTI (TST2508) Physical Properties PX02MOA 01/17/2011 MTI (TST2508) Physical Properties PXI6MOA Ol/18/2011 MTI (TST2508) Physical Properties PXI3MOB Ol/18/2011 M-D (CER1592) HVHZ Compliance 09-0630.13 08/12/2009 ICC-ES (EVL2396) 2009 IBC Compliance ESR-1556 03/O1/2012 ICC-ES (EVL2396) 2006 IBC Compliance ESR-2206 03/Ol/2012 UL, LLC. (QUA9625) Quality Control TGDY.R18678 Listing 10/18/2010 UL, LLC. (QUA9625) Quality Control Inspection Report, R18678 02/20/2012 4. PRODUCT DESCRIPTION: 4.1 CCW WIP 100 is a self-adhering, fibe glass reinforced, granule surfaced, rubberized asphalt roof underlayment. 4.2 CCW WIP 250 is a self-adhering, fibe glass reinforced, film surfaced, rubberized asphalt roof underlayment. 4.3 CCW WIP 300HT is a self-adhering, coated-polyolefin-composite film surFaced, rubberized asphalt roof underlayment. 5. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ. 5.2 Fire Classification is not part of thi report; refer to current Approved Roofing Materials Directory for fire ratings of this produc . 5.3 CCW Roof Underlayments may be us d with any prepared roof cover where the product is specifically referenced within FBC appr val documents. If not listed, a request may be made to the AH] for approval based on this ev luation combined with supporting data for the prepared roof covering. Exterior Research and Design, LLC. Evaluation Report C39180.12.11-R2 Certifcate ofAuthorizatfon#9503 FL6785-R5 Revision 2: 10/12/2012 Page 2 of 4 . .� , TRINITY�ERD 5.4 Allowable roof covers applied atop the underlayments are follows: Tab e 1: Roof Cover Options Asphalt Foam-On Wood Slate& Underlayment Shingles Nail-On Ti e T11e Metal Shakes& Synthetic Shingles Slate/Shake CCW WIP 100 Yes No No No No No CCW WIP 250 Yes No No Yes No No CCW WIP 300HT Yes No No Yes No Yes , 5.5 Allowable substrates are noted below: 5.5.1 Direct-Bond to Deck: Self-adhering membranes applied to: ➢ New untreated plywood; ➢ Primed new untreated plywood; ➢ Existing plywood; ➢ Primed existing plywood; Note: While not required, CCW-70 or CAV-GRIP primer may be used when deemed appropriate o�when temperatures ar below 40°F. 5.5.2 Bond to Mechanicall Attached Base L er: Self-adhering membranes applied to: ➢ ASTM D226, Type I or II felt; For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requir ments. 5.6 Exposure Limitations: 5.6.1 CCW WIP 100, CCW WIP 250 and C W WIP 300HT shall not be left exposed for longer.than 30-days after installation. 6. INSTALLATION: 6.1 CCW Roof Underlayments shall e installed in accordance with Carlisle Coatings & Waterproofing published installatio requirements subject to the Limitations set forth in Section 5 herein and the specifics no ed below. 6.2 Re-fasten any loose decking panel , and check for protruding nail heads. Sweep the substrate thoroughly to remove any ust and debris prior to application. Prime the substrate (if applicable) with CCW-702 or CAV GRIP Primer. 6.3 CCW WIP 100 CCW WIP 250 and C WIP 300HT: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepar d roof covering to be installed. 6.3.2 While not required, CCW-702 or CA -GRIP primer may be used when deemed appropriate. Priming is required when temperatur s are below 40°F. 6.3.3 Cut WIP roofing underlayment into 1 to 15 ft lengths. Remove 2 to 3 ft of release film and align the edge of the membrane, sti ky-side down, so it overhangs the drip edge by 3/8-inch. Continue to remove release film and press as you move across the roof. Use a hand roller and/or hand pressure to pressinto p ace. Exterior Research and Design, LLC. Evaluation Report C39180.12.11-R2 Certificate of Authorization#9503 FL6785-R5 Revision 2; 10/12/2012 Page 3 of 4 _ �,� TRINITY�ERD 6.3.4 Horizontal seams should be minimu 3.5-inches, configured to shed water. Vertical seams should be 6-inches and staggered no less than 2-ft from vectical seams in the course below. 6.3.5 Consult Carlisle Coatings &Waterpro fing for steep slope & back nailing requirements. 6.3.6 For Valleys and Ridges: Cut WIP roo ing underlayment into manageable lengths. Align over the center of the valley, hip or ri ge. Remove release film. Press the middle of the membrane �rst before working to ard the edges. For open valleys, cover roofing underlayment with metal valley liner . 7. LABELING: Each unit shall bear a permanent label with th manufacturer's name, logo, city, state and lo.go of the Accredited Quality Assurance Agency noted her in. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authori Having ]urisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the manufacturer or the named A entity for plants covered under Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL, LLC— QUA9625; (847) 664-3281 - END OF EVA UATION REPORT- Exterior Research and Design, LLC. Evaluation Report C39180.12.11-R2 Certificate ofAuthorizat/on#9503 FL6785-R5 Revision 2: 10/12/2012 Page 4 of 4 I r -i I EXTERIOR RESEARCH & DESIGN, LLC. CertiFcate ofAuthorization #9503 TRINIIY I E�D 353 CHRISTIA OXFORD,�CT I 6478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Atlas Roofing Corporation Evaluation Report A12620.12.08-R4 2000 River Edge Parkway FL9792-R5 Atlanta, GA 30328 Date of Issuance: 12/18/2008 Revision 4: 10/15/2012 SCOPE: This Evaluation Report is issued under Rule 9N-3 and the applicable rules and regulations governing the use of construction materials in the State f Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of he product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been designed to comply with the 2010 Florida Building Code secti ns noted herein. DESCRIPTION: Atlas Asphalt Roof Shingles LABELING: Each unit shall bear labeling in accor ance with the requirements the Accredited Quality Assurance Agency noted herein. For HVHZ, sh ngles shall be labeled in accordance with Miami- Dade requirements. CONTINUED COMPLIANCE: This Evaluation Repo is valid until such time as the named product(s) changes, the referenced Quality Assurance docu entation changes, or provisions of the Code that relate to the product change. Acceptance of thi Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity�ER requires a complete review of this Evaluation Report relative to updated Code requirements wi h each Code Cycle. ADVERTISEMENT: The Evaluation Report number receded by the words "Trinity�ERD Evaluated" may be displayed in advertising literature. If any po ion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall e available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 throu h 5. Prepared by: ��u+t«�,«,�,,,,-- Oa�� •':l� p, - •+aP Ebg t;�i..'• : �S Cq_�¢5?".'R�f•.'�: t�r. = � � :fi: The facslmlle seal appearing was authortzed �y=:�r.g-��^O��rW: by Robert Nieminen,P.E.on 10/15/2012 ' O•..�,^" l,+;*: Thls does not serve as an eledronlcally slgned '�,;�c��'•:;,';s'a=: document. Signed,sealed hardcopies have been Robert 7.M. Nieminen, P.E. ;�ss��,��;:s� transmlttedtotheProductA di��i�,� pproval Adminlstrator and Flo�ida Registration No. 59166, Flo�ida DCA ANE1983 - to the named dient CERTIFICATION OF INDEPENDENCEC 1. Trinity�ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or � distributing products it evaluates. ' 2. Trinity�ERD is not owned,operated or controlled by any compan manufacturfng or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire,a financial nterest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a finan ial interest in any other entity involved in the approval process of the product. i , TRINITI�I ERD ROOFING SYSTEMS EVALUATION: I 1. SCOPE: Product Category: Roofing Sub-Category: Asphalt Shingles Compliance Statement: Atlas Asphalt Roof Shingles, as produced Atlas Roofing Corporation, have demonstrated compliance with the following s ctions of the Florida Building Code and Florida Building Code, Residential Volume through testing in a cordance with the following Standards. Compliance is subject to the Installation Requirements and Li itations/ Conditions of Use set forth herein. 2. STANDARDS: Section Prooertv Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2007 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2006 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O07 1507.2.7.1, R905.2.6.1 Wind Resistance TAS 107 1995 1523.6.5.1 Wind Driven Rain TAS 100 1995 3. REFERENCES: Entitv Examination Reference Date ATI (TST 1558) Wind Driven Rain TAS 100 O1/30/1998 PRI (TST 5878) Wind Driven Rain TAS 100 07/09/2003 PRI (TST 5878) Physical Properties ATL-021-02-01 04/08/2005 PRI (TST 5878) Wind Driven Rain TAS 100 O1/31/2005 PRI (TST 5878) Wind Driven Rain ATL-020-02-01 02/03/2005 PRI (TST 5878) Physical Properties ASTM D3462 05/02/2005 PRI (TST 5878) Physical Properties ATL-035-02-01 10/12/2007 PRI (TST 5878) Wind Driven Rain ATL-036-02-01 02/28/2008 PRI (TST 5878) Wind Resistance ATL-054-02-01 04/29/2010 PRI (TST 5878) Wind Driven Rain ATL-053-02-01 05/03/2010 PRI (TST 5878) Physical Properties ATL-055-02-01 05/12/2010 PRI (TST 5878) Wind Resistance ATL-054-02-01 04/29/2010 PRI (TST 5878) Wind Resistance ATL-056-02-01 06/21/2010 PRI (TST 5878) Wind Driven Rain ATL-020-02-01; Addendum 09/09/2011 PRI (TST 5878) Physical Properties ATL-021-02-01; Addendum 09/09/2011 PRI (TST 5878) Wind Resistance ATL-079-02-01 02/17/2012 PRI (TST 5878) Wind Driven Rain ATL-081-02-01 02/17/2012 PRI (TST 5878) Wind Resistance ATL-081-02-02 02/17/2012 UL(TST 1740) Wind Resistance TAS 107 06/09/1999 UL(TST 1740) Wind Resistance 02NK6989 03/04/2002 UL(TST 1740) Wind Resistance 05CA03322 05/06/2005 UL(TST 1740) Wind Resistance TAS 107 09/15/2005 UL(TST 1740) Wind Resistance TAS 107/02NK6989 03/04/2002 UL(TST 1740) Physical Properties ASTM D3462/R4052 09/17/2002 , UL(TST 1740) Physical Properties ASTM D3462/R4052 03/02/2006 UL(TST 1740) Wind Resistance 07CA26303 08/31/2007 UL(TST 1740) Physical Properties ASTM D3462/ R4052 11/14/2007 UL(TST 1740) Wind Classification 07NK22063 04/29/2008 Miami-Dade (CER 1592) HVHZ Compliance 07-0927.06 04/10/2008 Miami-Dade (CER 1592) HVHZ Compliance 09-0114.01 03/11/2009 Miami-Dade (CER 1592) HVHZ Compliance 10-0519.03 08/04/2010 Miami-Dade (CER 1592) HVHZ Compliance 10-0519.04 08/04/2010 Atlas Roofing Trade Name Documenta ion Trade Name Documentation 02/03/2012 ' Atlas Roofing Trade Name Documenta ion Trade Name Documentation 02/07/2012 Atlas Roofing Trade Name Documenta ion Trade Name Documentation 02/23/2012 , UL LLC(QUA 96Z5) Quality Control Inspection Report; R4052 01/18/2012 UL LLC(QUA 9625) Quality Control Inspection Report; R4052 09/10/2012 Exterior Research and Design, LLC. Evaluation Report A12620.12.08-R4 CertPffcate ofAuthorizaflon#9503 FL9792-R5 Revision 4: 10/15/2012 Page 2 of 5 I : - TI�II\IITY(ERD 4. PRODUCT DESCRIPTION: 4.1 GlassMaster° 25, GlassMaster° 30, Tough-Glass 20 and StormMaster° Slate are fiberglass reinforced, 3-tab asphalt roof shingl s. 4.2 Pinnacle�, Pinnacle° 35, Pinnacle� ifetime, Pinnacle� Lifetime with ScotchgardT"', Pinnacle° HP, and StormMaster° Shake with cotchgardT"' (formerly StormMaster° LM) are fiberglass reinforced, laminated asphalt roof s ingles. 5. LIMITATIONS: 5.1 Fire Classification is not part of thi Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.2 Wind Classification (non-HVHZ): 5.2.1 GlassMaster° 25, GlassMaster° 30, ough-Glass 20, StormMaster� Slate, Pinnacle° HP and StormMaster° Shake with Scotchga dTM (formerly StormMaster° LM) shingles noted herein have been tested in accordance wit FBC Table 1507.2.7.1 and R905.2.6.1 to UL3161, Class F, indicating the shingles are accept ble for us in all wind zones up to Vasd = 150 mph (V„it = 194 mph). Refer to Section 6.1 for installation requirements to meet this wind rating. 5.2.2 GlassMaster° 25, GlassMaster° 0, Tough-Glass 20, StormMaster° Slate, Pinnacle°, Pinnacle° 35, Pinnacle° Lifetime, Pi nacle° Lifetime with ScotchgardT"', StormMaster° Shake with ScotchgardTM (formerly Storm aster° LM) have been tested / examined in accordance with FBC Tables 1507.2.7.1 and R9 5.2.6.1 to ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind z nes up to Vasd = 150 mph (V„it = 194 mph). Refer to Section 6.1 for installation requirem nts to meet this wind rating. 5.2.2.1 Classification by ASTM D7158 appli s to exposure category B or C and a building height of 60 feet or less. Calculations by a ualified design professional are required for conditions outside these limitations. Contact th shingle manufacturer for data specific to each shingle. 5.3 Wind Resistance (HVHZ�: 5.3.1 GlassMaster° 25, GlassMaster° 0, Tough-Glass 20, StormMaster° Slate, Pinnacle°, Pinnacle° 35, Pinnacle° Lifetime, innacle° Lifetime with ScotchgardT"', Pinnacle° HP and StormMaster° Shake with Scotchg rdTM (formerly StormMaster LM) have been tested / examined in accordance with TAS 1 7 and TAS 100, and are suitable for use in HVHZ. Refer to Section 6.2 for installation requir ments for HVHZ. 5.3.2 Shall not be installed on roof inean eights in excess of 33 feet. 5.4 All products in the roof assembly s all have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rul 9N-3. 6. INSTALLATION: 6.1 Non-HVHZ: 6.1.1 Underlayment: 6.1.1.1 Underlayment shall be acceptable to Atlas Roofing Corporation and shall hold current Florida Product Approval, or be Locally Appr ed per Rule 9N-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.1.2 Asphalt Shingles: Exterior Research and Design, LLC. Evaluation Report A12620.12.08-R4 Certificate ofAuthorization#9503 FL9792-R5 Revision 4e 30/15/2012 Page 3 of 5 � , s TRIf�IITY I ERD 6.1.2.1 Installation of asphalt shingles shal comply with the manufacturer's current published instructions, using minimum four (4) ails per shingle in accordance with the requirements of FBC Sections 1507.2 or R905.2. 6.1.2.2 Nails and nail placement shall be i accordance with manufacturer's current published installation instructions, but not les than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.1.2.3 Where the roof slope exceeds 21 un ts vertical in 12 units horizontal, special methods of fastening are required. Contact Atlas oofing for details. 6.2 HVHZ: 6.2.1 Shingles and flashings shall be installe in accordance with RAS 115. 6.2.2 The manufacturer shall provide cl rly written application instructions to be used in conjunction with RAS 115. Should a articular section of the installation instructions conflict with RAS 115, the requirements of RA 115 prevail. 6.2.3 Nail placement requirements are as d ailed below. 6.2.3.1 GlassMaster° 25, GlassMaster° 30,To gh-Glass 20: $�» Nal�� I�-�� . - - - - - a - ._ .. _ .. 12" ' ■ , . . — � �� — � �1�n ��12n �Ge� 1 6.2.3.2 StormMaster° Slate: 10" 19-'�" � � � 8�� 9� �„ 7-ie�� ,{,� �.. 0„ �� 2zry° Exterior Research and Design, LLC. Evaluation Report A12620.12.08-R4 Certifcate ofAuthorization#9503 FL9792-R5 Revision 4: 10/15/2012 Page 4 of 5 A a '-� TRINITY I ERD 6.2.3.3 Pinnacle°, Pinnacle° 35, Pinnacle� Lif time, Pinnacle Lifetime� with ScotchgardTM, StormMaster° Shake with Scotchgard "' (formerly StormMaster LM): , . . ' ` i � - � _ . ,' nn.,�,rraa'e�.+��r ;�. - - r ur.. �_ _ i �_ ,� s -.-_=�-'--�.'-------==--�=—== k � , .. !"ear , t r�^ ^ - ' ; � - f 6.2.3.4 Pinnacle� HP: c(.,� '.Y.- _ "_.:F �_ _ _ ' _:i.. — —r-'iti�n+`�. .� ,'r.,'..".��•�r.4:� —�:33:'"..:=� .--�1,-::� 'i:}i- Nail through the-► .:::��= _!�i_. _3,_.:: _=:T`."`'':... _ °;:'.'; ,.. s:'? ;_=;•. `�•;..._ T;_! doublelayerarea ;; - - ,:;�.:•. :i.: ."'-'—j"--'—�� _ `��.Y� Ci °i=�..,:: _.1::•_ - - .�?`:i.'•`��- r':i`— - - '7''"- - ;.��<<<� .i: r ..��='� �;,:� - -,.; �::,: -.,:..�� ._�:-� _.:. ::.s ..,- _ :.,:� - - - s• .� ��:•' ��T=t .:t•��r• " .=1 ' i'1. �'M _ ��: 1. :.t•" ...1` 'i'. ' � V� •:f�.::.hJ". ' S 8 ��t:� .�.. ��/ - �'f,r - �1.. - ..4_ ':`i:�..:s - '�` - - :<t.l`��.:f...• :;;' �� r�� ;':_?: tr� Ex oslci6n ;;i:;`=' :';i, :-�� P ��4: �:'S-� �.i. _ �.. ;:�,'; ��:�.'-• - 7l' �ri. �.�`o' .u...`,.:, �'%?.:�., t:`, 'T•?�'-:.i:-": a�-r �- '" ... . _... ....�.. ,.. ., _. -.-.,..�.. !•:..� :, � I1° 7 5/8" I �■� - 7. LABELING: 7.1 Each unit shall bear a permanent la el with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assur nce Agency noted herein. For HVHZ, shingles shall be labeled in accordance with HVHZ requirements. 7.2 Asphalt shingle wrappers shall indic te compliance with one of the required classifications detailed in FBC Table 1507.2.7.1/ R9 5.2.6.1. 8. BUILDING PERMTT REQUIREMENTS: As required by the Building Official or Authori y Having ]urisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the noted QA agency for information o product locations covered by QA procedures 10. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625 (T) 847-664-3281 - END OF EVA UATION REPORT- Exterior Research and Design,LLC. Evaluation Report A12620.12.08-R4 Certifcafe ofAuthorization#9503 FL9792-R5 Revision 4� 30/15/2012 Page 5 of 5 ,\ EXTERIOR RESEARCH & DESIGN, LLC. CertiFcate ofAuthorization#9503 � TRINITY ERD 353 CHRISTIA OXFORD,�CT 06478 I PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Atlas Roofing Corporation Evaluation Report A12620.12.08-R4 2000 River Edge Parkway FL9792-R5 Atlanta, GA 30328 Date of Issuance: 12/18/2008 �� Revision 4: 10/15/2012 I SCOPE: This Evaluation Report is issued under Rule 9N-3 and the applicable rules and regulations governing the use of construction materials in the State f Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of he product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been designed to comply with the 2010 Florida Building Code secti ns noted herein. DESCRIPTION: Atlas Asphalt Roof Shingles LABELING: Each unit shall bear labeling in accor ance with the requirements the Accredited Quality Assurance Agency noted herein. For HVHZ, sh ngles shall be labeled in accordance with Miami- Dade requirements. CONTINUED COMPLIANCE: This Evaluation Repo is valid until such time as the named product(s) changes, the referenced Quality Assurance docu entation changes, or provisions of the Code that relate to the product change. Acceptance of thi Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity�ER requires a complete review of this Evaluation Report relative to updated Code requirements wi h each Code Cycle. ADVERTISEMENT: The Evaluation Report number receded by the words ��Trinity�ERD Evaluated" may be displayed in advertising literature. If any po ion of the Evaluation Report is di5played, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall e available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 throu h 5. Pre ared b �+=_«=a«��,, � P Y% ��.��.��.�:i,;•.., - `�Q:�`G t`:��'�' ' T"i�0:.��a-5444��ii L ir� = � ' 'C= The facslmfle seal a � �•: ppearing was authorized �,y=.;..Sa;,-:^4F�.:�: by Robert Nleminen,P.E.on 10/15/2012 O'•.F--." - �,��'F ThIs does not serve as an eledronlcally slgned .Sc��'�:.=:'t:L"�=.�'� document. Slgned,sealed hardcoples have been Robert 7.M. Nieminen, P.E. i.'_1��4ati-�i•``' transmltted to the Product Approval Adminlstretar and Florida Registration No. 59166, Florida DCA ANE1983 �:�""'•��"` to the named dlent CERTIFICATION OF INDEPENDENCE7 1. Trinity�ERD does not have, nor does it intend to acquire or ill it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity�ERD is not owned,operated or controlled by any compan manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E.does not have nor wlll acquire,a financial nterest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a finan ial interest in any other entity involved in the approval process of the prod uct. � TI�I�lIIY�ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Asphalt Shingles Compliance Statement: Atlas Asphalt Roof Shingles, as produced Atlas Roofing Corporation, have demonstrated compliance with the following s ctions of the Florida Building Code and Florida Building Code, Residential Volume through testing in a cordance with the following Standards. Compliance is subject to the Installation Requirements and Li itations/ Conditions of Use set forth herein. 2. STANDARDS: Section Proaertv Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2007 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2006 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O07 1507.2.7.1, R905.2.6,1 Wind Resistance TAS 107 1995 1523.6.5.1 Wind Driven Rain TAS 100 1995 3. REFERENCES: Entitv Examination Reference Date ATI (TST 1558) Wind Driven Rain TAS 100 O1/30/1998 PRI (TST 5878) Wind Driven Rain TAS 100 07/09/2003 PRI (TST 5878) Physical Properties ATL-021-02-01 04/08/2005 PRI (TST 5878) Wind Driven Rain TAS 100 O1/31/2005 PRI (TST 5878) Wind Driven Rain ATL-020-02-01 02/03/2005 PRI (TST 5878) Physical Properties ASTM D3462 05/02/2005 PRI (TST 5878) Physical Properties ATL-035-02-01 10/12/2007 PRI (TST 5878) Wind Driven Rain ATL-036-02-01 02/28/2008 PRI (TST 5878) Wind Resistance ATL-054-02-01 04/29/2010 PRI (TST 5878) Wind Driven Rain ATL-053-02-01 05/03/2010 PRI (TST 5878) Physical Properties ATL-055-02-01 05/12/2010 PRI (TST 5878) Wind Resistance ATL-054-02-01 04/29/2010 PRI (TST 5878) Wind Resistance ATL-056-02-01 06/21/2010 PRI (TST 5878) Wind Driven Rain ATL-020-02-01; Addendum 09/09/2011 PRI (TST 5878) Physical Properties ATL-021-02-01; Addendum 09/09/2011 PRI (TST 5878) Wind Resistance ATL-079-02-01 02/17/2012 PRI (TST 5878) Wind Driven Rain ATL-081-02-01 02/17/2012 PRI (TST 5878) Wind Resistance ATL-081-02-02 02/17/2012 UL(TST 1740) Wind Resistance TAS 107 06/09/1999 UL(TST 1740) Wind Resistance 02NK6989 03/04/2002 UL(TST 1740) Wind Resistance 05CA03322 05/06/2005 UL(TST 1740) Wind Resistance TAS 107 09/15/2005 UL(TST 1740) Wind Resistance TAS 107/02NK6989 03/04/2002 UL(TST 1740) Physical Properties ASTM D3462/R4052 09/17/2002 UL(TST 1740) Physical Properties ASTM D3462/R4052 03/02/2006 UL(TST 1740) Wind Resistance 07CA26303 08/31/2007 UL(TST 1740) Physical Properties ASTM D3462/R4052 11/14/2007 UL(TST 1740) Wind Classification 07NK22063 04/29/2008 Miami-Dade (CER 1592) HVHZ Compliance 07-0927.06 04/10/2008 Miami-Dade (CER 1592) HVHZ Compliance 09-0114.01 03/il/2009 Miami-Dade (CER 1592) HVHZ Compliance 10-0519.03 08/04/2010 Miami-Dade (CER 1592) HVHZ Compliance 10-0519.04 08/04/2010 Atlas Roofing Trade Name Documenta ion Trade Name Documentation 02/03/2012 Atlas Roofing Trede Name Documenta ion Trade Name Documentation 02/07/2012 Atlas Roofing Trade Name Documenta ion Trade Name Documentation 02/23/2012 UL LLC(QUA 9625) Quality Control Inspection Report; R4052 O1/18/2012 UL LLC(QUA 9625) Quality Control Inspection Report; R4052 09/10/2012 I Exterior Research and Design,LLC. Evaluation Report A12620.12.08-R4 CertiFcate ofAuthorization#9503 FL9792-R5 Revision 4: 10/15/2012 Page 2 of 5 � TRif�lITY�ERa 4. PRODUCT DESCRIPTION: 4.1 GlassMaster° 25, GlassMaster° 30, Tough-Glass 20 and StormMaster� Slate are fiberglass reinforced, 3-tab asphalt roof shingl s. 4.2 Pinnacle°, Pinnacle° 35, Pinnacle° ifetime, Pinnacle° Lifetime with ScotchgardT"', Pinnacle° HP, and StormMaster° Shake with cotchgardTM (formerly StormMaster° LM) are fiberglass reinforced, laminated asphalt roof s ingles. 5. LIMITATIONS: 5.1 Fire Classification is not part of thi Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings o this product. 5.2 Wind Classification (non-HVHZ): 5.2.1 GlassMaster° 25, GlassMaster° 30, Tough-Glass 20, StormMaster° Slate, Pinnacle° HP and StormMaster° Shake with Scotchg rdT"' (formerly StormMaster° LM) shingles noted herein have been tested in accordance wit FBC Table 1507.2.7.1 and R905.2.6.1 to UL3161, Class F, indicating the shingles are accept ble for us in all wind zones up to Vasa = 150 mph (V„ir = 194 mph). Refer to Section 6.1 for nstallation requirements to meet this wind rating. 5.2.2 GlassMaster° 25, GlassMaster° 0, Tough-Glass 20, StormMaster� Slate, Pinnacle°, Pinnacle° 35, Pinnacle� Lifetime, Pi nacle° Lifetime with ScotchgardT'", StormMaster� Shake with ScotchgardTM (formerly Storm aster° LM) have been tested./ examined in accordance with FBC Tables 1507.2.7.1 and R9 5.2.6.1 to ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind z nes up to Vasa = 150 mph (V„it = 194 mph). Refer to Section 6.1 for installation requirem nts to meet this wind rating. 5.2.2.1 Classifcation by ASTM D7158 appli s to exposure category B or C and a building height of 60 feet or less. Calculations by a ualified design professional are required for conditions outside these limitations. Contact th shingle manufacturer for data specific to each shingle. 5.3 Wind Resistance (HVHZ�: 5.3.1 GlassMaster° 25, GlassMaster° 0, Tough-Glass 20, StormMaster° Slate, Pinnacle°, Pinnacle° 35, Pinnacle° Lifetime, innacle° Lifetime with ScotchgardT"', Pinnacle° HP and StormMaster° Shake with Scotchg rdT"' (formerly StormMaster LM) have been tested / examined in accordance with TAS 1 7 and TAS 100, and are suitable for use in HVHZ. Refer to Section 6.2 for installation requir ments for HVHZ. � 5.3.2 Shall not be installed on roof inean eights in excess of 33 feet. 5.4 All products in the roof assembly s all have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rul 9N-3. 6. INSTALLATION: 6.1 Non-HVHZ: 6.1.1 Underlayment: 6.1.1.1 Underlayment shall be acceptable to Atlas Roofing Corporation and shall hold current Florida Product Approval, or be Locally Appr ved per Rule 9N-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.1.2 Asphalt Shingles: Exterior Research and Design, LLC. Evaluation Report A12620.12.08-R4 Certifcate ofAuthorization#9503 FL9792-R5 Revision 4: 30/15/2012 Page 3 of 5 'Y TRINITY�ERD 6.1.2.1 Installation of asphalt shingles sli II comply with the manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with the requirements of FBC Sections 1507.2 or R905.2. 6.1.2.2 Nails and nail placement shall be in accordance with manufacturer's current published installation instructions, but not I ss than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.1.2.3 Where the roof slope exceeds 21 nits vertical in 12 units horizontal, special methods of fastening are required. Contact Atla Roofing for details. 6.2 HVHZ: 6.2.1 Shingles and flashings shall be instal ed in accordance with RAS 115. 6.2.2 The manufacturer shall provide c early written application instructions to be used in conjunction with RAS 115. Should particular section of the installation instructions conflict with RAS 115, the requirements of S 115 prevail. 6.2.3 Nail placement requirements are as etailed below. 6.2.3.1 GlassMaster° 25, GlassMaster� 30, ough-Glass 20: J�A ��p . �al�� -_ � � � !1 � � � � e � 1-� ■ • , . . . - � � ��r�n _ � �1�G� �1Gn IL�� 6.2.3.2 StormMaster° Slate: 10" 19-�" • � 8�u 9� 1° 7�y8" � �'� 1" e" �,� 22rys Exterior Research and Design,LLC. Evaluation Report A12620.12.08-R4 Certificate ofAuthorization#9503 FL9792-R5 Revision 4: 10/15/2012 Page 4 of 5 � 0 TRINITY(ERD � � � ' � TM 6.2.3.3 Pinnacle , Pinnacle 35, Pinnacle Li time, Pinnacle Lifetime with Scotchgard , StormMaster° Shake with Scotchgar T"' (formerly StormMaster LM): ,..., _ ._. .. . �_ . .. _._,._. _ .. _ ,_ .. _.. � i . . .. . .. .. ... . . . . . .. .. ,- _ . . ,._. f (. ..., � , .. � , ' , , _ ' VP-�1R'XyinNti- • .' • � �'• � ----_.�iu—��— — --�� =-'— - � . r - ,. _ . . _ . ,. ---- - � - --=— � '==�'.=,=�—.. --=_--�=—.'—= , # � . . - . _ - - -- - - .- ` �pyT. • - ' . . t j p�?� e � � ' 6.2.3.4 Pinnacle° HP: '�": :::'>? :_`:. - - - :=t:w �::r:'^.::" _ .,L•�::"�;:=. _ ;:3:;`_:::,�;::_�:`_ �:y:=;::�`:.. Nail through the-+ _ ;�:�' 1�t �'=�^'=-^�'�s^'i��=="�= .,�_ -=�i::—..�:.�`- .,��.:!°�°._�'_T;;_!'_`.'_ � double layer area. - _ = - -- =�r�. _�i; '.�.;. - `.'{, .`,±:;,:: '-�'{=_ r i;�`'g: ;;:��,;�� .,.: �,. :;... ��:�- p,,,, _ .r-=. r ;�� ' ' v. :T:. •�� ••ft�::l:.~'i'.%�. " '1:_.. �6 :.1 �"��: 1 - - ' :�'�:�"�~�! T �.:L:'t ..�.. _ :f• " .:1;. .,;�;_ E sur _ .�_ . � e .,. - 't�' :,4�'�-• _ :'•� - - - " .:f�.. •�: _ ;��:� � OSIC :,. _ -.,..: P �6n ::,�_��;.,.. _ '•1:-:'.; _ - P'-t Ii�:, 'r•Y•': `i: :.j.,:� icf'� -��.+ _ __ LS ,t _ �-_ I1° 7 5l8' ',�AI 7. LABELING: 7.1 Each unit shall bear a permanent la el with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assur nce Agency noted herein. For HVHZ, shingles shall be labeled in accordance with HVHZ requ rements. 7.2 Asphalt shingle wrappers shall indic te compliance with one of the required classifications detailed in FBC Table 1507.2.7.1/ R9 5.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authori y Having ]urisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the noted QA agency for information o product locations covered by QA procedures 10. QUALITY ASSURANCE ENTITY: UL LLC - QUA9625 (T) 847-664-3281 - END OF EVA UATION REPORT- Exterior Research and Design, LLC. Evaluation Report A12620.12.08-R4 Certifcate ofAuthorization#9503 FL9792-R5 Revision 4: 10/15/2012 Page 5 of 5