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DATE: //)I FEES DUE: 1. Location/Site Address: 1 2. Parcel ID Number: �!)q l -D& I RECEIPT #: St. Lucie County Building & Goning 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 Tel. 772-462-1553 'LICATION FOR ROOF PE (, � , SSE flEVER$E SIDE FOFj,�STFjUCiIONS � V�� /0 Permit #: SCg/V��D St tu% COU my Office Use Section Townshi Range Map Pa a Zoning Land Use Initials Only oeu 3. Description of Project or Work Activity:T n!� o 4. Total Roof Area (square feet): 3 T 5. Roof Pitch: 170 S 6. Type of Roof: `c; [ ] Fiberglass Shingle b4 Concrete Roof Tile [ ] Wood Shake / Shingle .[ ] Tar & Gravel [ ] Modified Bitumen [ ] Other [ ) N.O.A. or Florida.— Product Approval required for all types of Roofing Material (2 Sets) [ ] All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product Approval attached **Roof Mitigation per. F.S. 553.844 will be required. 7. Owner Information 8. Contractor Information, Name: r FL Reg/Cert #: e 0- e 13 86 0 ?, Address: County Cert #: a114 City: tate: Business Name: V • <�-e- Zip: J Phone: 9. Value of Construction: $ J i Pd Fees Due:' ygS-, .'� Receipt #: Note Dry -in and Final Inspection Required Additional inspection may be required per Product Approval CONTRACTOR/OWNER'S`AFFIDAVIT: I certify that all of the info ti n ntained.in this application is correct and that all work will be done in compliance with all p i le laws regulating construction and zoning. PRINT-QUALIFIERS/OWNS NAME,� // SIGNAT OF QUALIFIER/OWNER ID STATE OFFLORA, COUNTY OF l.��C " ACKNO ED B ORE ME THIS �'� DAY OF �%r9 <� '� 20 0 ,, BY c%—os�+ W ..IS PE LLY KNOWF�TO ME OR HAS PRODUCED YFl�.rr�Irx %,^icier �r cei IDENTIFICATION CdMMISSION NUMBER •�r'�4r�, HENRY JR. ALBERTO OF NOTARY My Cd>F OMION # on596995 ��OiR�QA. EXPIRES: SePL 19.2010 (407)39MI53 Ronde Notary SerAmcom NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR' ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.. INSTRUCTIONS Please complete all information in the space provided. All information must be printed (use black or blue ink only) or typed. This roof permit application is to be used only for those activities that are not otherwise included under a primary building permit. This application.may not be used for any activity that includes structural alteration. Building activities involving structural alteration; in -addition to the roof work, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. Location/Site Address n , Indicate the street address or general location of the property where the building activity is taking place. 2. Parcel ID Number Indicate the tax identification number of the'property where the building activity is taking place. 3. Description of Project or Work Activity Completely describe the building activity to take place. Please indicate if tear -off or shingle over shingle etc. 4. Total Roof Area Indicate total roof area to be affected by this permit. Also indicate the pitch of the roof, expressed as a standard ratio of run rise. Indicate the type of roof being repaired or'x6surfaced. 5. Type of Roof : _ 6. Owngr.Information Indicate the name and address of the owner of the property on which building activity is taking" place.: 7. Contractor Information Indicate the State of.Florida registration number (if applicable), St. Lucie County -contractor license number and the name of the business doing the work. 8. Value of Construction Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. Construction value is used to determine the permit fee. St. Lucie County reserves the right to question and/or modify the indicated value of .construction- if it is demonstrated -that the submitted figures are not consistent with similar types of construction. This application can be submitted to St. Lucie County Building and Zoning, 2300 Virginia Avenue, Fort Pierce, FL 34982. All permit applications must be filled out completely before submission. No applications,will be acegpted for processing after.4:30 P.M. For assistance in completing this application, please call (772), 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. , required inspections can be scheduled by calling (772) 462-1261. Upon issuance of this permit St. Lucie County Roof Pert -it Application rev. 3/l/2009 AFTERRECORDWG-RETLTRA,y ^� JOSEPH E. S"' 1, CLERK OF THE CIRCUIT COURT PERNIIT NUNJBER SAINT LUCIE , ANTY FILE # 3431295 01/15/201 Oat 02:42 PM OR BOOK 3162 .PAGE 2554 - 2554 Doc Type: NC RECORDING: $10.00 The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER SUBDIVISION C- BLOCK�-2,19 TRACT LOT q _BLDG UNIT t L t -2, u A r A-(Z A of 1 A P© ILT S 7- L t! e.) e 3 4-/ aP.) 3 2. GENERAL DESCRIPTION OF 3. OWNER INFORMATION: a. Name \- f 10-1 d lZ 03• kA 0, 0 S,'/)- b. Address C Q j�-nn ej2 --3- ( L /,-t AA ; file i F L,331 c. interest in property d. Name and address of fee simple titleholder (f other than owner) 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: f. �!L �c e �� 5. SURETY' S NAME, ADDRESS AND PHONE NUMBER AND iOND AMOUNT: 5. LENDER'S NAME, ADDRESS AND PHONE NUMBER 7: Persons within the State of Flori&-designated by Owner upon whom notices or other d ments maybe served as provided by Section 713.13 (IXa) % Florida Statutes: a NAME, ADDRESS AND PHONE NUMBER S ' $. In addition to himself or herself Owner designates the following to r 've a copy of the I lenor's Notice as provided in Section 713.13 (l)(b), Florida Statutes: q NAME, ADDRESS AND PHONE NUMBER \� (t C f �� �l F') C) S A 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) , 20 WARNING TO OWNER: ANY PAYN=S MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF C01N8MNCEMRU ARE CONSIDERED IIvvIPROPER PAYMENTS UNDER CHAPTER Ili- PART I SECTION 713.13- FLORIDA STAT'IFIBS. AI` D CAN RESULT IN YOUR PAYING TWICE FOR RI d PROVENIBN-n TO YOUR PROPERTY. A NOTICE OF COl`IIviENCEN= MUST BE RECORDED AND POSTED ON THE 70B = BEFORE THE FIRST INSPECTION- IF YOU RUEIU�D TO OBTAIN FWANC a CONSULT WITH YOUR Owner's Authorized OMcerAXrector/Partner/Manager bl't .to State of Florida / County of Acle, p'� The foregoing instrument was acknowledged before me this /s-. daayof • V on C fGr9f = 20 v (Printed name of person signing above) (Type of authority... e.g. Owner, officer, trustee, attorney in fact) party on behalf of whom instrument was e9tscnt89 Tinted Nafae of Notary Public) Known or produced the following type of ID,-e- 0V � HENRY JR. AL.BERTO MW My COMMIMION # DD596"5 111t1W EXPIRES: Sept 19.2010 I4M396oM PArWkk Now y seOo° Under penalties of perjury, I declare that I havrkad the foregoing and that the facts in it are true to the best of my knowledge and belief (section 92.525, Florida Statutes). Signature(s) of Owner(s) or Owner(s)' Authorized Officer/Diirec�torr/Partner/Manager who signed above: By: By •(Signatme) (Punted Name) Rev. 0813orz007(R�) RS54 RU, 142, RS4 RU 140 144 -RS4 RU RS-4- RU RS-4 RU SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. Aesthetics-Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. V - 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). V!'-4- 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. r4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. ! "0%.A& Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. V ° V %*6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. V ' �4 -7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the servtpe life of the roof. �. 0/ / 9-5'r0 Z—�a O er's/Agent's Signa�ureDate Contradoes q&nature Property Address Permit Number -—Rev.,1/28t2oo8; CorrrPaW —Semi gp� -- — I _ Lab ReportNo. S10-236 �. E { /00 Ga3(0 Providing Solutions to the Roofing Industry C.A. Lab Certificate: OS-0514.0214.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO-DADE COUNTY PROTOCOL TAS-106 PROPERTYADDRESS. 143 NE Naranja Ave Port Saint Lucie PERMITNo: OWNER: Victor Mussa ROOFING SQUARES: 34 CONTRACTOR: JVD Services ROOF PITCH.• 4:12 TILE TYPE: Double Roll INSPECTOR INITIALS: Hg/ Hg ATTACHMENT.- PolyfoamT TESTDATE: 04/15/10 _ —In nnn T,...a T..L..L,L:..., Ramdrari Tactinn Fnrre' 35 Ibs I VOLIJ I L No. UI II 11L. v RESULT No. RESULT No. - RESULT No. RESULT - No. RESULT 1-10 Passed 41-43 Passed 11-20 Passed 21-30 Passed 31-40 Passed !�l1T T.1Tt1 T A C1 /�G THISX0 EHAS: FAST hVLAJ IA1Lr.L.0 ltM�ltilll "ROOF SKETCH" 12 11 Front 3 1 4 2 43 13 10 8 6 7 42 9 5 14 41 26 29 40 15 27 39 16 30 24 25 38 28 17 23 31 37 18 20 22 32 34 36 19 21 33 35 Reviewed by: per st <A�b 06'?� Alberto C do .E.,-Lic #17138 o`h� 7020 NW 37`h Ct Tel: (305) 256-4550 Miami, FL 33147 www.floridatec.net Fax (305) 256-6833 �,�arGse �io� Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 hftp://www.stiucieco.org/public—works/permiffing.htm PROPERTY INFORMATION Address: 143 NARANJA N City / State / Zip; PORT ST LUCIE Parcel # : 3419-530-0195-000/6 Zoning: RS-4 APPLICATION INFORMATION Permit Number: 1001-0236 Activity Type: Other Permit Type: Roof CONTRACTOR INFORMATION Contractor Name: JOSE V DELGADO Business Name: JVD SERVICES INC Review Comments FL 34983 Jurisdiction: St. Lucie County Lot # : 9 Block: 39 Business Addr: 1850 DELEWARE PKWY City / State / Zil MIAMI , FL 33125 Page 1 Owner(s): VICTOR G MOUSSA SAWSAN MOUSSA Application Type: Over the Counter Permit Other Activity: Stories: 1 Automatic Sprinkler System? Fax Number 1� 10 REVIEWS AND COMMENTS Review Type Status Reviewed By Documents Missing Pending 01/25/2010 1 Comment NEEDS OWNER'S PHONE NUMBER Front Counter Review Complete Humphrey Date Started Date Complete Date Released 01/25/2010 01125/2010 Plans Examiner Review Incomplete 01/26/2010 1 Comment SUBMIT T APPROVAL IN DUPLICATE FOR THE ADHESIVE FOR REVIEW 01/26/2010 2 Comment SUB R REVIEW WITH THE APPROPRIATE SECTION NUMBERS AND DETAILS HI [duplicate ] 0 01/26/2010 3 Comment YOU RECEIVE THE ST. LUCIE COUNTY ROOF AFFIDAVIT F URE UPON ISSUANCE OF THE PERMIT [ not the city of Port St. Lucie ] 01/26/2010 4 Comment DESIGN FOR THE FLAT DECK ROOF SYSTEM [ G.A.F. A ARCHITECT, ENGINEER OR THE PROPERLY LICENSED ROOF CONSULTANT station #7 ] ONLY THESE DESIGNERS MAY EXTRAPOLATE FASTENERS 01/26/2010 5 Comment COMMENTS MAILED AND FAXED AS OF THIS DA E Plans Examiner Review Voided Joe Cicio Public Works Department Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 INSPECTION AFFIDAVIT RE: Permit # /Q �/ • Q�(o I ,licensed as a(n) Contractor's/Engineer/Architect/ (Please print name and circle license type) FS 468 Building Inspector* * General, Building, Residential, or Roofing Contractor or any individual certified under 468 P.S. to make such an inspection. All affidavits must include photographs of each plane of the roof with the permit # or address # clearly - shown marked on the deck for each inspection. On or about ';LI l0 / / D I did personally inspect the roo ' OlIU� (job Site Address) Based upon that exainination I have determined the installation was done according to the Hurricgne Mitigation Retrofit Manual (Based on 553.844 F.S.) SignaturU & STATE OF'FI COUNTY OF c(r. License # Sworn to and subscribed before me thiskday of �� . 20� C) by ef f Who is personally known Zorho has produced as identification.' Notary Public, State of Signature of Notary: 'JOSE P. PEREZ Notary Public • tWq of Florida Ij Qmmtle/loft EON Ja S. 201; Commission No.: (Seal) Lab' Report No. 10-080 )FLORID C. AA26095 Providing Solutions to the Roofing Industry Certificate No.08-0514.02 MECAWind Version 2.0.2.8 per ASCE 7--05 Date : 1/28/2010 Company Name: JVD Services ' Basic Wind Speed(V) _ Structural Category = Natural Frequency = Importance Factor = Alpha = At = Am = Cc = Epsilon = Slope of Roof = Ht: Mean Roof Ht = RHt: Ridge Ht = OH: Roof Overhang at Eave= Bldg Length Along Ridge = Project Address: 143 NE Naranja St. Lucie County, FL User Input Data: 140.00 mph Structure Type = Building II Exposure Category = C N/A Flexible Structure = No 1.00 Kd Directional Factor = 0.85 9.50 Zg = 900.00 ft 0.11 Bt = 1.00 0.15 Bm = 0.65 0.20 1 = 500.00 ft 0.20 Zmin = 15.00 ft 0 : 12 Slope of Roof(Theta) _ .00 Deg 10.00 ft Type of Roof = Monoslope 10.00 ft Eht: Eave Height = 10.00 ft .00 ft Roof Area = 170.00 ft^2 17.00 ft Bldg Width Across Ridge= 10.00 ft Main Wind Force Resisting System (MWFRS) Figure 6-5 Internal Pressure Coefficients for Buildings, GCpi Enclosed Bldg +GCpi = 0.18 Enclosed Bldg -GCpi = -0.18 Wind Pressure on Components and Cladding Width of Pressure Coefficient Zone "a" = 3 ft Description Width Span Area Zone Max Min Max P Min P ------------ : ft ft ft^2 GCp GCp psf psf 2.00 5.00 10.00 1 0.300 -1.000 17.378 -42.721 Perimeter 2.00 5.00 10.00 2 0.300 -1.800 17.378 -71.685 Corner 2.00 5.00 10.00 3 0.300 -2.800 17.378 -107.890 Notice of System System Square Feet Fastener Acceptance Type Design Pressure Per Fastener Value 07-1219.09 E SzS 0.7S 39 Fastener Spacing As Per RAS-117 Fastener One ft2 Elevated Fastener Number of Value Pressure Zones Spacing Rows 39 144 42.70 (Use NOA field sp acing) 39 144 71.70 8 4 39 144 107.90 8 6 Field 9" O.C. @ laps & 2 rows@ 9" o.e Perimeter 8" o.c. @ laps & 3 rows@ 8" o.e. Corner 811o.c. @ laps & Srows@ 811o.c Reviewed .b I lla-r/D Alberto -Cardona, P.E.-Lic #17138 7020 NW 371h Court Miami, F133147 -1- www. floridatec.net ST, LUCK CO BUILDING, ISI E w tINSPE z CE R EVI DAT.p ND PERMIT PT ON JOB OR NOION WILL BE MADE Tel: (305) 256-4550 Fax (305) 256-6833 ion BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION OONMEp FAS'%ENSRS ORAITACNM Vi'S ARE THERESPONS191UTyOFTHE. �Nr�cro�o��c MIA11Ii DADE COUNTY. FLORiDA MMO-DARE FLAMER BURDMG 140 wwr FLAGLER STREET, surm 1603 MIAMI, FLORIDA 33136-1563 (305) 3752901 :. FAX (305) 3752908 NOTICE OF ACCEPTANCE (NOA) Tu«e n� GAF Material Corporation.. ARE SUBJECT TO ANY CORRECTIONS 1361 Alps Road REQUIRED BY FIELD INSPECTORS THAT Wayne, NJ 07470 MAY BE NECESSARY IN ORDER TO SCOPE: ROMPhY WITH APPHPA90, POP% This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed'by the 13CCO and accepted by theBuilding Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AEU). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Mami Dade'County) and/or_ the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes: If this .product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building coder This product is approved as desdn'bed herein, and has-been designed to comply with the Florida Building Hi Code and the gh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional. Built -Up Roof System for Wood Decks. LA•BEILING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: 'Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall beconsidered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date .or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any. portion of the NOA is displayed, then it shall be done.in its entirety. . INSPECTION:. A copy of this entire NOAshall be provided to the.user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 03-0501.05. and consists of pages 1 thro gh 19. The submitted documentation was reviewed by Jorge L. Aceboo.. . . L 1 .� APPROVED •� NOA Na.: 07-1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page I of 19 Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type a,►'.; Base sheet mechanically fastened. All General and System Limitations shall apply.. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShmeNon Asphaltic Fiberglass Based (optional) Underlayment or Securol Base sheet: GAFGLAS® #80 ULTIMATm Base Sheet, STRATAVENTO Eliminator'm Nailable, RUBEROV Modified Base Sheet, RUBEROV 20, RUBEROID® • Heat WeldTm Smooth or RUBER.OV Heat -Weldor 25 base sheet mechanically fastened to deck as described below, Fastening Options:. GAFGW Ply 4, GAFGLAS® Flex P1ym 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring.shank nails and tin caps at a fastener spacing of 9" O.C. at the lap staggered and in two rows 12" o.c. in the field (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLASO Ply 4, GAFGLAS® Flex Plym 6, GAFGLAe #75 Base Sheet or - any of above Base sheets attached to deck with Drill-TecTM #12 standard; #14 or # 15 Screws and 3" Drill-TedIrm steel plate or Drill-TeeTld AeeuTrae Plates, 12" o.c. in 3 rows. row is in the,2" side lap. The other rows are equally . ,One spaced approximately 12" o.c. in the field of the sheet. (Maximum Design.Pressure-45Psf, See General Lirnitatlon #7) ® ° .P• Sleetdr any of above Base GAFGLAS Flex Ply 6� GAF,CLPS#g75�B S�` . sheets attached to deck wt approved annular ring sh nlc nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the fieid. - - - ..�'t GAFGLASi° #801JLTIMATN, RUBEROID*20, RUBEROIDmMop Smooth,. base sheet attached to deck with approved "/+ annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. ai the 4" lap and in two rows staggered with a Fastener spacing of 9" O.C. in the center of the -membrane. (Maximum Design Pressure —60 psf, See General Liittitation 07) GAFGLAS®#75 Base Sheet or any of above Base sheets attached to deck with Drill-Tedm #12 standard, #14 or # 15 Screws and 3" Drill-Wdtu steel plate or Drill-Tedm AccuTrac Plates, l2" o-c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" O.C. in the field of the sheet. (MmImtan Design Pressure—6apsf, See General Limitation #7) Any of above Base sheets attached to deck.approved annular ring shank nails and 3" inverted Drill TecTm insulation plates at a fastener spacing of 9" 0.0. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure -60 psf, See General Limitation #7� NOA No.: 07-1219.09 Expiration Date: 11/04/13 MIAMI-DAD CovNTY Approval Date: 03/20/08 Page 17 of 19 GAFGIASO#75 r any of ahfnwv6 Base sheets attached to deck with RookaWlIa! steel plate or Drill -TWM#12 stand. #14or#15Sc.MwSanCI3"Drill;-Tocm ad, Drill-Tedm AccuTrOz Plates, . 8" o.c. in 4 rows. One, row is in the 2" side lap. The other rum are equally spaced approximately 9" b.c. -in the field of the . sheet. (H=j.=Design .Pressure —75pqf, See General L&nftaII0n.#7). CgM!effino AN 4 #80 ULTWA, RUBERQID® MOP Ply Sheet: I adhered in a full mopping of roved asphalt 'Smooth or RUB ID -20 id APP applied within tho.EVT range and at, a -rate of 20-40-lbsJsq. Cap Sheet: (optional) GAFGWQO BMUCaPTM mineral Surfaced. Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate. of 20-40 Ibs./sq. Surfacing- (Optional, required if RUBBROW0 MOP Smooth or RUBBROe '. 20 is top membrane,) Install one of the following: 1. Gravel or slag applied at 400 lbsIsq. and 300 lbsJsq. respectively in a flood em of approved asphalt at 60 lbs./sq.- or applied in a flood coat of Leak BusterTM Matriim 103 Cold Process Adhesive applied at a rate of 3 galJsq. 2.. GAIFOLAe Mineral Sufficed Cap Sheet, GAFGLAS* Energy Cap Mineral Surfaced Capsheetadhered in i a. full mopping of approved asphalt applied within the EVT range and at &-rate of 20-40 lbs./sq. 3.* Leak Buster`rw Matr&Tm 303 premium-Fibered Aluminum Roof Coating, at 1.5 PIJsq,' 4. j_,eai*BusterT9M6trWrm715 Leak BusterTm Matrj;Km 322, TOPCOAT MB+, Fireshield Elastome "Re Roofing Meinbrimcs applied at I to 1.5 galJsq.. .5. Leak iaustcrw Matrix7m 602 MB Xtra Elastomeric, Roofing Membrane, En I ergyCote@ roof cdating; applied at I to 1.5, gal./sq, 6. TOPCOATO Surface Seal, TOPCOAT FireshielO SB Solvent based ElastomeriL- e'Roofing Membrane appliedst Ito- 1.5 gal./sq- 7. Advance Green Technologies photovoltaic Laminate solar energy collector auxiliary roof equipment installed. in: compliance with manufacturer's specifications and applicable Building; Codes. maldmum Design Pressure: ressure: sd.e Fastening Above • APPROVED . NOA No.: 07-1219.09 Expiration Date: 11104/13 Approval Date: 03/Z0/08 page.19 of 19 '{FOOD DECK SYSTEM LDTATIONS: m, 6 when used as a mechanically fastened base or anchor 1 A slip sheet is required with Ply 4 and Flex Ply sheet: ble to be installed directly over the 2. Minimum.'/4" Dens Deck`rm or /2 Type X gypsum board is accepts wood deck. GENERAL LWTATIONSS ] . Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this Product 2. Insulation may be installed in multiple layers. The, firstJay" shall be attached in compliance VA*Product Control Approval guidelines. All other layers shall lb �adheredph � p h approved n1 g the asphalt applied within the EVT range and at a rate, ed fastening pattern of the top layer I All standard panel sizes -are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum• 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. if no recovery board is used the. base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed everY IT m each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs.lsq. Nate: Spot attached systeuia shall be limited to a maxiuinm design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force ( v value field - Fastener 275 IV., as tested in compliance with Testing Application Standard TA b105. e 5 • If the fastener value, as field- tested, are below 275 lb£ insulation attachment shall not be accepts 6. Fastener spacing for mechanical attachment ct ooanchor/base °th the sheet xiimu demsbigi�valutte listedd within a specific minimum fastener resistance value in con�uncti as determined by the Building Official, system. Should the fastener resistance be less than that required, neer, Architect, or a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engi Registered Roof Consultant maybe submitted. Said revisedSfastener spacingshallutilize, mp ance with awal g resistance value taken from Testing Application Standards TA Roofing Application Standard PAS 117• uirements of these'areas. 7, Perimeter and corner areas shall comply with the enhanced.uplift pressure req . _ with Fastener densities shall be increased for both insulation and base signed Flomda registered Roofing Application Standard RAS 117. Calculations prepared, this limitation is professional. Engineer, Registered Architect, or Registered Roof Consultant specifically referred within this NOA, GeneralLimit�or flashffimg not tri►ation designs shall 8. All attachment and sizing of perimeter Hailers, metal p requirements. conform with Roofing Application Standard RAS 111 and applicable winof d loadpressure 9. The iriaximum designed pressure limitation listed shall extra applicable shall be permitted for enhanced field, perimeters, and corners): Neither rationalanrim , P. fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation. is specireally referred -within this aN 1�� aual Limitation #7 wjlj�'not.be audit in aceordance with the 'FloridaF orida Building 10.. All products listed herein shall have a quality Code and Rule 9B-72 of the Florida •Administr4tive.Code. END OF THIS ACCEPTANCE hIIANII•DAbECOU TY NOA No.: 07-1.219.09 Expiration Date: 11/04/13 Approval Aate: 03/20/08 page 19 of 19 4 >< F LOR;WDA, T W C Providing Solutions to the Roofing Industry Deck Type 1: Wood, Dion -insulated a Deck Description: 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanicalty fastened. All General; and System Limitations shall apply. Ptre Barrier: MmOutTm Fire Barrier Coating, VarmShiold0Non-Asp1alt10 Fiberglass-Baaod (optional) Underlayment or Securock7m. D.We slueet: GAFGLA9* #80 ULTIMA"m Buso Shcct, ST ATAVENT 0 Elitninatoim Nailable, RUBEROIDP Modified Base Sheet, RUBEROV 20, RUBEROID° Feat-Weldr°' Smooth or RUBEROV Heat-WeldTm 25 base sheet mechanically fastened to deck as described below-, Fastening Options-. GAFGLAe Ply 4, GAFGLAe Flex Myth' 6, GAFGII.AS6° #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring.shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered acid in two vows 12" o.c. in the fiold. (MaxitnutnDesigda Pfasttre-44"psf, See GeneralLimi€ation #7) GAFGLAS@ Ply 4, GAFmAe-Flex Plyrm 6, GAFGLAe #75 Base Sheet or any of above Base sheets attached to deck with Drill-Teerm # 12 standard, # 14 or # 15 Screws and 3" brill-TeaTm steel plate- or Drill-Tedrm AccuTrae PIates, 12" o.c. in 3 rows. One row is in the 2" side lap. Titre other rows are equally spaced approximately 12" o.c. in the field of the sheet ('Maximum Resign Pressure-15 pat, see Genera[ Lintitaflon #7) GAFGLASe Flex Plyrm 6, GAFGLAe 975 Rase Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener slraeing of 9" o.e. at. the 4" lap staggered and in two rows 9" o.c. in the field. ( axi nurn Desigts Pmssure 52.5psf See Get:eraUhnifellen 07) CrAIFr;LAe iaROULTIMATN, RU13ER00'34, RUBER016" srlop Smooth, base sheet attached to deck with approved I W annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Mrtdmum Design.Prmsure -69 psf, See Geneml Limitation #7) (iAFGLAr #75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTt4 412 standard, #014 or # 15 Screws and 3" Dri ll--TooTM steel plate or Drill-TecTR A,ccuTrac Plates, IT' o.e. in 4 rows. One row is in the 2" sido lap. The other rows are equally spaced approximately 9" o.a in the field of the sheet. (Maxirxum Design Pressure-60psj, See General L ndfation 4;9 Any of above Base sheets attached to deck approved annular ring shank nails and:3" inverted Drill TecTm insulation plates at a fastener spacing of 9" ox. at the 4" lap staggered in two rows 9" in the( field. (Maxim ans Design Pressure -60 psf, See Genera( Limitation N7) NOA No.: 07-1219.09 Expiration Data t XIM/13 Approval Date: 03/20108 Page :17 of 19 7020 NW 371h Court - 2 - Tel: (305) 256-4550 Miami, F133147 www.floridatec.net Fax (305) 256-6833 FILE COPY ROOFING APPLICATION STANDARD (RAS) No.120 MORTAR AND ADHESIVE SET TILE APPLICATION 1. Scope This application standard covers the procedures for installation of mortar or adhesive set roof tile systems. This standard shall be used in conjunc- tion with the tile manufacturer's Product Ap- proval and RAS 127. 2. Definitions For definitions of terms used in this application standard, refer to ASTM 1079 and the Florida Building Code, Building. NOTE #1: The following table provides the contractor with the choices available for underlayment Sys- tems. These systems can only be used on pitches designated in the table below: Roof Pitch Choice of Underla t Plastic or Compatible Roof Cement at Nails Penetrating Underlayment Reference I AST& D 226 Type II #30 or ASTM D 2626 (#43) inorganic base nailed 2:12 or greater to deck, min ASTM D Required 3.01 A 6380, Class M or WS, T e H (#90) organic cap sh t t in Type IV hot p alt. 2. Any product approved underlayment system with a mechanically fastened per Product Approval 3.01 B, C, D or E base sheet, and cap sheet set hot, cold, or self adhered. CONGER FASTENERS ORAT(ACHME98 ARE THE RESPONSIBUY OF THE CONTRACTOR OF RECORD THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO 99MPhy WITM A4 AP0W QUA 9PRP-Ra 21- o:&3ifo ST. LUCIE C P BUILDING41VIS DATE PLAN AND PERMIT MUST B KEPT ON JOS OR NO INSP T10N WILL SE MADE 2007 FLORIDA BUILDING CODE —TEST PROTOCOLS HVHZ (RAS) 120.1 (RAS) No. 120 This Roofing Application Standard covers flat, low and high -profile roof tile, using a minimum 2 in. tile headlap, or design limited headlap as specified in tile manufacturer's Product Approval. Installed on minimum 1 132 in. solid decking nailed in comph- ance with Chapter 23 (High -Velocity Hurricane Zones) of the Florida Building Code, Building. 1.01 PART I - GENERAL A. Tiles shall not be installed over wet underlayment where moisture prohibits adhesion of mastic, mor- tar, or adhesive. PART II - MATERIALS j 2.01 Fasteners: A. Tile Fasteners: �p 1. All roof tile nails or fasten- ers, except those made of copper, Monel, aluminum, or stainless steel, shall be tested for corrosion in com- pliance with TAS 114 Ap- pendix E, Section 2 (ASTM G 85), for salt spray for 1000 hours. Tile fasteners used in coastal building zones, as defined in Chapter 16 (High -Velocity Hurri- cane Zones), Florida Build- ing Code, Building shall be copper, monel, aluminum, or stainless steel. 2. All roof tile fasteners shall be of sufficient length to pene- trate a minimum I/2 in. "through the thickness of the deck or to penetrate into a 1 in., or greater, thickness of lumber, not less than 1 in. B. Underlayment Fasteners: 1. Fasteners shall be in compliance with Section 1523 of the Florida Building Code, Building (herein referred to as "Approved Fasteners"). . (aa) Nails shall be mini- mum 12 gage, an- nular ring shank nails having not less than 20 rings per inch; heads not less than 3/8 in. in diameter; and lengths sufficient to penetrate through the plywood panel or wood plank decking not less than 3/16 in., or to penetrate into a 1 in., or greater, thickness of lumber not less than 1 in.. Nails shall be hot dipped; electro or mechanically gal- vanized to a thick- ness sufficient to resist corrosion in compliance with Appendix E of TAS 114. All nails shall be Miami - Dade listed for cor- rosion resistance. All nail cartons or carbon labels shall be labeled to note compliance with corrosion -resis- tance requirements. (bb) Such fasteners shall be applied through "tin caps" not less than 15/8 in. and riot more than 2 in. in - diameter and of not less than 32 gage (0.010 in.) sheet (RAS) 120.2 2007 FLORIDA BUILDING CODE —TEST PROTOCOLS HVHZ I etal. All tin caps I I shall be Mianu-Dade listed for corrosion re- sistance. (cc) Prefabricated fastener systems complying with Section 1517.5, Florida Building Code, Building may be used, provided they are Miami -Dade listed for corrosion re- sistance. 2.02 Metal Flashing: A. Flashing materials shall comply with the requirements set forth in Chapter 15 (High -Velocity Hurri- cane Zones) of the Florida Build- ing Code, Building. Il, nonasbestos, nonrunning, heavy body material composed of asphalt and other mineral in- gredients. B. Cold process modified bitu- men roofing mastic - conform- ing to ASTM D 3019, Type IIl. C. Asphalt - conforming to ASTM D 312, Type IV. 2.04 Adhesive/Sealant: A. Structural bonding adhesive - conforming to ASTM 3498. 2.05 Mortar: ; A. Materials: 1. aeta I— e rn' r roofs shall be not less than 1. Roof tile mortar shall ei- gage galvanized, 28 gage ther be a premixed unit stainless steel, 16 ounce having an Product Ap- I copper, 0.024 inch (0.61 proval and tested in com- mm) thick aluminum, lead pliance with TAS 123 or sheet with a minimum 2.5 a job site mix approved /sf or equivalent non- co by the building official rosive oys or and in compliance with composite materials manu- RAS 113. factured for use as roof ter- mination. All composite and nonmetallic flashing B. Mixes: materials shall have Prod- uct Approval. 1. Sand/cement mixes, job mixed or premixed, shall 2. Metal accessories may be of meet ASTM C 270 re - a manufactured, shop fabri- quirement for Type M cated or field fabricated mortar (2.25 to 2.5:1 type, provided the materials sand to cement ratio). and fasteners are in compli- ance with the minimum re- quirement of this Code and 2• Lightweight aggre- shall be installed in compli- gate/cement mortar must ance with methods set forth be premixed and bagged. in RAS 111. 2.06 Eave Closure —CHOOSE ONE of the following: 2.03 Asphaltic Adhesive: A. Prefabricated EPDM synthetic A. Asphalt plastic roof cement - con- rubber conforming to ASTM D forming to ASTM D 4586, Type 1056. '2007 FLORIDA BUILDING CODE -TEST PROTOCOLS HVHZ (RAS) 120.3 (RAS)`No. 120 B. Prefabricated metal eave closure eet ASTM D 6380 full must contain minimum'/8 in. diam- 25 lb./sq, ± 15 percent moppi eter weepholes, spaced not more of asphalt. Asphalt shall be ap- than 1.2 in. apart, flush with the plied uniformly so that felts do underlayment. not touch felts. End laps shall C. Prefabricated concrete or clay be a minimum of 6 in.; head eave closure. laps shall be a minimum of 3 in. and back nailed 12 in. on center with approved nails D. Mortar (color optional) on granu- through tincaps or by Miami- lar surface underlayments only. Dade listed prefacbricated fas- teners in accordance with Florida Building Code, Build- E. Antiponding drip edge. ing 1517.5.1 and 1517.5.2. 2.07 Sheathing Material shall conform to NOTE #3: The above system may be up- APA rated sheathing, in compliance graded by hot mopping an with Chapter 23 (High -Velocity Hurri- interply of ASTM listed fiber - cane Zones) of the Florida Building glass or perforated organic felt Code, Building. to the anchor sheet before ap- plying the cap sheet. Asphalt A. Battens -material to be decay re- application shall be per above sistant species or pressure treated specifications. in compliance with AWPA LP-2 or better. B. Hot Applied Product Ap- I I proved Underlayment System PART III - EXECUTION (see Drawing 1). An an- chor/base sheet shall be me- chanically attached to the 3.01 Underlayment Applications - CHOOSE wood deck (unless directed ONE of the following: otherwise by Product Ap- proval) with approved fasten- ers spaced in a 12 in. grid NOTE #2: Anchor/base sheet shall have a staggered in two rows in the minimum of two plies in the val- field, and 6 in. on center at the leys. Cap -sheets for mortar set laps or as specified in the systems shall be mineral surfaced. underlayment manufacturer's A No. 30 or No. 43 can be used as Product Approval. An- a dry -in prior to installing the chor/base sheet end laps shall underlayment with this system be a minimum of 6 in. and head laps shall be a minimum of 4 A. Hot Mop 30/90, Hot o 3/90 in. Over installed anchor/base (See Drawing 1). At 30 or sheet, apply one layer of cap 43 anchor/base sheet ASSTM D sheet in a full 25# /sq. ±15 per- 226, Type II, or ASTM D 2626 cent mopping of asphalt. As - shall be mechanically attached to phalt shall be applied the wood deck with approved fas- uniformly so that felts do not teners spaced in a 12 in. gri ag- touch felts. End laps shall be a gered in two rows in the field, minimum of 6 in. on center; I I 6 in. on center at the laps. Extend head laps shall be a minimum anchor/base sheet a minimum of 4 of 3 in. and backnailed 12 in. in. up vertical surfaces. An- on center with approved nails chor/base sheet end laps shall be a through tincaps or by prefabri- minimum of 6 in. and head laps cated fasteners in accordance shall be a minimum of 4 in. Over with Florida Building Code, installed anchor/base sheet, apply Building 1517.5.1 and e layer of mineral surfaced cap 1517.5.2. (RAS) 120.4 2007 FLORIDA BUILDING CODE —TEST PROTOCOLS HVHZ k C. Cold Applied Product Approved underlayment system utilizing Underlayment System (see any Product approved self -ad - Drawing 1). An anchor/base sheet hered underlayment. The roof shall be mechanically attached to cover is terminated at ap- the wood deck with approved fas- proved metal flashings. Apply teners spaced in a 12 in. grid stag- one layer of any • self -adhered gered in two rows in the field and 6 underlayment in compliance in. on center at the laps or as speci- with the underlayment manu- fied in the underlayment manufac- facturers' approved/require- turers Product Approval. ments. Anchor/base sheet end laps shall be a minimum of 6 in. and head laps shall be a minimum of 4 in. Over anchor/base sheet, apply one layer of cap sheet in a continuous layer of cold process adhesive at FIELDTILECAPS � 12' o,c. the rate of 1.5 gallons per 100 LAP TIN I 8 p BACKNAILED WITH PREFABRICATED square feet or at the rate if so FASTENERS OR NAILS THROUGH TINCAPS stated in the Product Approval. VEND LAP . • �;, ,_.. 12'o.c.3'HEAD LAP Adhesive shall be applied uni- : = formly in accordance with Prod-EEHT°L�AP4'E l,% : = '...:_:: uct Approval with a squeegee or knotted brush. Cap sheet side laps shall be a minimum of 6 in.; head END 1 P laps shall be a minimum of 3 in. and backnailed 12 in. on center with approved nails through DRAWING 1 tincaps or by prefabricated fasten- TYPICAL 30/90 HOT MAP ers in accordance with Florida Building Code, Building 1517.5.1 and 1517.5.2. ROOFING CEMENT BETWEEN LAPS D. Product Approved Anchor/Base ANCHOR/ BASE SHEET Sheet/Self-Adhered 4'METALLAP Underlayment System. The roof 1 1/4' RIN SHAN cover is terminated at approved NAILS Qa 4 ox. m = I I metal flashings. Any approved an- chor /base sheet as listed in the Product Approval shall be me- chanically attached to the wood deck with approved fasteners spaced in a 12 in. grid staggered in twoOws in the field and 6 in. on DRAWING 2 center at the laps or as specified in DRIP EDGE INSTALLATION the underlayment manufacturers Product Approval.Anchor/base sheet end laps shall be a minimum of 6 in. and head laps shall be a 3.02 Drip Edge Metal -CHOOSE ONE of minimum of 4 in. Over anchor the following: /base sheet, apply one layer of any Product approved, self -adhered NOTE #4rDrnip ge deck flange shall beunderlayment in compliance with with ASTM D41 as - the self -adhered underlayment me manufacturers' Approval/ Re- quirements. A. Two-ply underlayment sys- �.E? tSelfAdhered Und'erl'ayment' tems (See Drawing 2). (S'ingle:;Ply: A single -ply 2007 FLORIDA BUILDING CODE —TEST PROTOCOLS HVHZ (RAS) 120.5 (RAS) No.120 ' 1. Drip edge metal sh in- 2. Strip in metal with a mini - stalled over anchor/bas mum 6 in. strip of the sin - sheet, fastened4 in. on center gle-ply underlayment or with approved 11/4 in. roofing in accordance with the nails or approved fasten-ers. underlayment manufac- All joints shall be lapped a turer's Product Approval, minimum of 4 in. ensuring using primer and/or ap- water shedding capabilities proved compatible mastic and apply approved plastic if so directed by single ply roof cement between laps. manufacturer's require- ments. B. When drip edge metal shall be in- stalled at eaves and gables over a 3.03 Valleys - CHOOSE ONE of the fol- two ply underlayment system: lowing: The metal profile shall be placed in a minimum'/,6 in. bead of con- tinuous ASTM D 4586 plastic NOTE #5: All metal surfaces cap sheet roof cement and fastened 4 in. on shall be primed with ASTM D center with approved 1 '/a in. roof- ing nails or approved fasteners. All metal joints shall be lapped a A. Two ply system - choose one minimum of 4 in. ensuring water of the following: shedding capabilities and apply approved plastic roof cement be- 1. Preformed or roll metal I tween laps. The metal profile and without returns 16" wide cap sheet shall be joined with a shall be placed over the two ply application of cotton or fi- anchor/base sheet in the berglass fabric reinforcement, valley and shall be fas- both set in a full bed of approved tened 6 in. on center with I.. plastic roof cement. As an alter- 12 ga. corrosion-resis- nate, the metal may be stripped in tant roof nails, or other with a 6" strip of torch, hot asphalt approved fasteners of or cold adhesive 'polyester rein- compatible metals near forced modified bitumen. Joints the outside edge of the shall be feathered with cold adhe- valley metal. All joints sive, hot asphalt or a torch to en- shall be lapped a mini- hance water flow across the mum of 6 in. ensuring "backlap." water shedding capabili- ties and apply approved C. Single -Ply Underlayment Sys- plastic roof cement be- tems: tween laps (see Drawing 3). 1. Drip -edge metal shall be in- stalled at the eave, over the 2• Preformed metal with - underlayment or in accor- out returns standard dance with the underlayment manufacturer's Product Ap- shall be placed in the val- proval. The metal shall be ley on top of the cap fastened 4 in. on center with sheet and fastened 6 in. approved 11/a-in. roofing on center with 12 ga. nails or approved fasteners of corrosion -resistant roof compatible metals. All joints " nails, or other approved shall be lapped a minimum of fasteners of .compatible 4 in,ensuring water shedding metals near the outside capabilities and apply ap- edge of the valley metal. proved plastic roof cement All joints shall be lapped. between laps. _ .. a minimum of 6 in. en- (RAS) 120.6 2007 FLORIDA BUILDING CODE —TEST PROTOCOLS HVHZ FILE C0'1LJy suring water shedding capa- bilities and apply approved plastic roof cement between laps. The cap sheet shall be joined with 1/8 -in. bed of plastic roof cement and a 4-in. strip of asphalt satu- rated cotton or fiberglass fabric. The fabric shall be fully embedded in the plas- tic roof cement. An optional #90 sweat sheet 36 in. wide may be applied prior to the installation of the valley metal and cap sheet. Single -Ply System (See Drawing 4): 1. Preformed metal without returns 16 in. wide shall be placed in the valley and shall be installed and fas- tened 6 in. on center with 12 ga., corrosion -resistant roof nails, or other approved fas- teners of compatible metals near the outside edge of the valley metal. All joints shall be lapped a minimum of 6 in., ensuring water shedding capabilities and apply approved plastic roof cement between laps. The underlayment shall be joined with a bed of plastic roof cement and a 4-in. strip of asphalt saturated cotton or fiberglass fabric or in ac- cordance with the underlayment manufac- turer's Product Approval. The fabric shall be fully em- bedded in the plastic roof cement. An optional #90 sweat sheet 36 in. wide may be applied prior to the in- stallation of the valley metal and cap sheet. 2. Standard roll metal 16-in, wide shall be placed over the anchor or cap sheet in the valley and shall be fas- tened 6 in. on center within 1 in. of outside edge with approved 12 ga. corro- sion -resistant roof nails, or W LAP SE1 MASTIC A (RAS) No.120 ,other approved fasteners of compatible metals near the outside edge of the valley metal. All joints shall be lapped a minimum of 6 in., ensur- ing water shedding capa- bilities and apply approved plastic roof ce- ment between laps. C. Preformed or roll metal with- out returns 16 in. wide shall be installed on top of the cap sheet, fully embedded in hot DRAWING 3 TYPICAL VALLEY INSTALLATION NAIL ENDS WITH 18' VALLEY METAL /////// RING SHANK NAILS ' l-OPTIONAL SWEATS MIN./'STRIPS ASPHALT-, \ " B'LAP. SATURATED COTTON OR FIBERGLASS MEMBRANE���^. �-'-MIN. NAILENDS' ANDBEDOFPLASTIC ROOFCEMENT DRAWING 4 VALLEY METAL STRIPPED IN 2007 FLORIDA BUILDING CODE —TEST PROTOCOLS HVHZ (RAS) 120.7 (RAS) No. 120 asphalt or plastic roof cement. All iblemetals within 1 in. of joints shall be water shedding and outside edge of the lapped a minimum of 6 in. in a bed metal. All joints shall be of plastic roof cement. Strips of lapped a minimum of 4 cap sheet, not less than 8 in. wide in., ensuring water shed - shall be lapped over the metal ding capabilities and ap- edge, not less than 4 in. and sealed ply approved plastic roof with hot asphalt or plastic roof ce- cement between laps. ment and membrane. An optional Fasten vertical flange of #90 sweat sheet 36 in. wide may metal within 1 in. of out - be applied prior to the installation side edge a minimum of of the cap sheet and valley metal 6 in. on center. Cap sheet (see Drawing 4). shall be joined with a bed of plastic roof cement and a 4 in. strip of asphalt 3.04 Flashingand Counter Flashings at Wall b saturated cotton or fiber - Abutments glass fabric. The fabric shall be fully embedded NOTE #6: In no case shall top of vertical in the plastic roofing flashing be less than 2 in. above cement. tile surface. 3. Head/apron flashing NOTE #7: Flashing deck flange shall be may be installed on top of cap sheet. Ensure the primed with ASTM D 41 Asphalt deck flange conforms to Primer. the pitch of the roof and extend minimum 4 in. NOTE #8: Head/apron flashing may be in- onto deck fasten accord - stalled on top of cap sheet in ac- ing to 304, A.1. Seal cordance with 3.04.A.3. along edge with plastic - roof cement and mem- A. Two -Ply System - (Choose 1 or 2) brane. (see Drawings 5, 6 and 7). 4. Seal along top edge 1. Install minimum 4 in. x 5' within 1 in. of vertical "L" metal flush to base of flange, covering all fas walls with 4 in. flange on tener penetrations with the anchor/base sheet and approved plastic roof ce- fasten 6 in. on center within ment and membrane. 1 in. of outside edge. All joints shall be lapped a min= 5. When installing optional I I imum of 4 in., ensuring wa- counter flashing, lap top ter shedding capabilities flange of base flashing and apply approved plastic minimum 3 in. Fasten roof cement between laps. metal within 1 in. of the Fasten the vertical and hori- outside edge a minimum zontal flange of metal of 6 in. on center or set within1in. ofout side edge into reglets (secured .nimum of 6 in. o en- properly) and thor- ter. oughly caulk. Lap joints minimum 4 in. ensuring 2. Install minimum 4 in. x 5 in. water shedding capabili- "L" metal on the top ply and ties and apply approved fastened 6 in. on center with plastic roof cement/seal- 12 ga. corrosion resistant ant between laps. roof nails, or other ap- N proved fasteners of compat- (RAS) 120.8 2007 FLORIDA BUILDING CODE —TEST PROTOCOLS HVHZ n B. Single -Ply System. 1. Install 4 in. x 5 in. "L" metal flush to base of side walls with 4 in. flange over the single -ply underlayment and fasten 6 in. on center near the metals edge. All joints shall be lapped a min- imum of 4 in., ensuring wa- ter shedding capabilities and apply approved plastic roof cement between laps. Mechanically fasten verti- cal flange of metal within 1 in. of outside edge a mini- mum of 6 in. on center near the edge of the metal. 2. Seal along top edge of verti- cal flange, covering all fas- tener penetrations with approved plastic roof ce- ment and membrane. 3. All head/apron flashing shall be installed on top of cap sheet. Ensure the deck flange conforms to the pitch of the roof and extend mini- mum 4 in. onto deck and fastened in accordance with 3.04, B. 1. Seal along edge with plastic roof cement and membrane. 4. When installing optional counter flashing, lap top flange of base flashing a, minimum of 3 in. Fasten metal within 1 in. of outside edge a minimum of 6 in. on center or set metal into reglets and seal thoroughly. Lap joints a minimum of 4 in. ensuring water shedding capabilities and apply plas- tic roof cement or sealant between the laps. 3.05 Standard Curb Mounted Skylights, Chimneys, etc. (see Section 3.04 above). A. Curbs shall be a minimum 2 in. x 6 in., and a minimum 2 in. above up- I (RAS) No. 120 F C(OPY. ANCHOR/BASESHEET UP VERRCAL WALL CAULKED BEAD 0 D _ APPROVED FASTENERS MIN. 4' LAP SET IN MASTIC APPROVED ADHESIVE COUNTER FLASHING RING SHANK NAILS ®6'— CAP SHEET DRAWING 5 WALL FLASHING DETAIL (COUNTER FLASHING WITH CAULKED BEAD) —ANCHOR/SASESHEET 1\� UP VERTICAL WALL A ' METAL WALL FLASHING P / APPROVED FASTENERS ®8'o.c 'XI EIABRANE G �.�.•,': `;• MIN. A' LAP SET IN MASTIC IN MASTIC P APPRCVEDADHESIVE /yam. ';..,.: STUCCO STUCCO STOP COUNTER FLASHING �— RING SHANK NAILS DRAWING 6 WALL FLASHING DETAIL (STUCCO STOP DETAIL) permost adjacent finished tile surface. B. Flashing shall follow instruc- tions in 3.04 A or B in this Sys- tem. NOTE #9: For self -curbing or prefabri- cated skylights, curb height 2007 FLORIDA BUILDING CODE —TEST PROTOCOLS HVHZ (RAS) 120.9 (RAS) No. 120 a IIPVERTICALWALL APPROVED FASTNERS D MIN. 4' LAP SEF IN MASTIC D D - CAP SHEEP RINGSHANKNAILS @Ir 4-MEMBRANE SET IN MASTIC FLASHING SHEETTO EXTEND 4' BEYOND FLANGE LEAD STACK APPROVED MASTIC FASTENERS DRAWING 7 WALL FLASHING DETAIL (WALL FLASHING OVER CAP SHEET) shall be min. 6 in. and in 2 in. above most adjacent finished tile surface and installation shall be in accordance with skylight manu- facturer's Product Approval. For turbines and other Product ap- LEAD proved accessories refer to the ac- cessories manufacturer's Product Approval. 3.06 Pipes, Stacks, Vents, etc. (see Drawings 8 & 9). Lto ly approved plastic roof ce- t around base of protrusion on the bottom side of metal ges sealing unit base flashing he underlayment. ) all sides within 1 in. of on edge of base flashing 6 in. on center. Make certain base is flush to deck. NOTE #10: If pipes, vents and/or stacks are in- stalled after finished cap sheet has been applied, follow instructions in 3.06 A & B. Cap sheet and metal flange shall be stripped in with at least the same cap sheet felt in use on this system. Strip- ping must extend at least 4 in. be- yond flange in all directions. LEAD STACK DETAIL (OVER THE CAPSHEET) DRAWING S LEAD STACK DETAIL (OVER THE BASE SHEET) DRAWING 9 3.07 Tile Installation: A. Eave Treatment - CHOOSE ONE of the following: NOTE #11: All fastener penetrations shall I I be sealed. 1. Prefabricated EPDM Synthetic Rubber - In- stall closure strip along t eave. Fasten each piece (RAS) 120.10 2007 FLORIDA BUILDING CODE —TEST PROTOCOLS HVHZ C Y LE �(RAS) No. 120 F 5 at 12 in. on center (see 5. Mortar Application - Install I Drawing 10 all fastener mortar to elevate eave edge. penetration shall be sealed with compatible material). (aa) 'Apply mortar along the eave 2. Metal EaveClosure -Install. edge, applying closure strip along eave. enough mortar to Fasten a minimum 12 in. on elevate the eave center with approved fas- end of the tile to be teners. If metal is inclusive on profile with the of drip edge, fasten 4 in. remaining roof on center (see Drawing 11). tile. Raised Fascia/Wood Starter (bb) Point and smooth Strip when using a 3/4 in. finish flush to eave raised fascia, a nominal 2 in. line. x 2 in. wood starter strip must be installed behind fascia. (cc) Apply minimum 3/8 in. weep hole (aa) Install fascia board ap- flush with the roof proximately 1 % in. underlayment at above roof deck or a spacing of not less nominal 2 in. x 2 in. than one weephole wood starter strip at per tile. roof edge (see Draw- ing 12) (dd) Mortar eave clo- sures shall only be used with granular (bb) Install 8 in. tapered s u r f a c e cant strip at eave be- underlayment. hind fascia and/or starter strip to support metal flashing. In- NOTE #13: Tile shall be attached to resist stall a minimum 8 in'. the design pressures for the wide antiponding building. See Chapter 16 metal flashing to en- (High -Velocity Hurricane sure positive drainage Zones) of the Florida Building over fascia/starter Code, Building and RAS 127. strip. Fasten top edge See tile manufacturer's Prod - of flange onto roof uct Approval for attachment and fasten eave edge resistance values, which must to raised fascia detail exceed the required calculated with approved fasten- design pressures of the struc- ers 4 in. on center. ture. 4. Prefabricated Concrete or Clay Eave Closure - fas- tened in accordance with manufacturer's Product Approval with approved fasteners. NOTE #12: All fastener penetrations shall be sealed. A. Mortar /Adhesive Application: Low, High and Flat Profile Tile (see Drawings 13). Set tile in a bed of ap- proved mortar/adhesive. Apply 10 in. minimum length trowel of mortar or required amount of adhesive vertically un- 2007 FLORIDA BUILDING CODE —TEST PROTOCOLS HVHZ (RAS) 120.11 (RAS) No.120 der pan. For flat tile place vents drainage of water under mortar/adhesive vertically tiles. adjacent to the overlock of the tile being installed. Do B. Two -Piece Barrel Tile Mortar not apply mortar under headlug of tile, or onto the or Adhesive Application (see underlock of adjacent tile. Drawing #14): (Unless otherwise specified in adhesive's manufactur- 1. Apply 10 i .mason's ers Product Approval) trowel of mortar or re- quired amount of adhe- 2. Use half starter/finisher tile sive in accordance with when provided or cut/break the tile system Product tile for proper staggering of Approval vertically over tile courseswhen using the chalk line and under cen- staggered/cross bond ter of each pan with nar method of installation. row end facing down roof. 3. Set tile in stepped course 2. Place bed of mortar or fashion or in a horizontal required amount of ad - and/or vertical fashion hesive in accordance when utilizing straight with the file system bond method. Product Approval along inside edges of pans and 4. Lay succeeding course of set covers with wide end field tile in same manner. facing down roof. 5. Cut/break field tile to form 3. Point mortat to form ac- straight edge at center of ceptable straight -edge hip/ridge. finish ensuring contact along edges. Cosmetic use of mortar is accept - NOTE #14: Mortar or adhesive set tile shall be NOTE - able for use with adhc- applied at inclines of 2:12 and sive set tiles. greater. For pitches of 6 in.: 12 in. up to and including 7 in.: 12 in. nail every tile in the first course 4. Lay succeeding courses and every third tile in every fifth of field tile in same man - course in addition to mortar or ad- ner. Bed of mortar or ad- hesive. For pitches above 7 in.: 12 hesive should make in. nail every tile in addition to contact with head of mortar or adhesive. Apply ap- lower course of tile and proved flashing cement to seal all underside of tile being nail penetrations. Fastening re- set. quirements at slope of 7:12 or less for Two -Piece Barrel application 5. Cut break field file to applies to pan tiles only. No mor- form straight edge at tar or adhesive products shall be center of hip/ridge. applied in a manner which pre- (RAS) 120.12 2007 FLORIDA BUILDING CODE —TEST PROTOCOLS HVHZ (RAS) No. 120 LE C00Y FASTENER (IF REQUIRED)---\ SEAL PENETRATION— CAPSHEET /—TIL UNDER—MrNT—,.,., MORTAR (ADHESIVE) OPTIONALCAST ANTI -PO NDING-----, METAL '—WOODDECK OPTIONAL WOOD STRIP—' FASCLABOARD DRAWING 10 EAVE TILE DETAIL EPDM EAVE CLOSURE FASTENER (IF REQUIRED)—, SEAL PENETRATION T1 CAP SHEET UNDERLAYMENT MORTAR (ADHESIVE) METAL ENCLOSURE — NAIL WOOD DECK 12'..c. — SEAL PENETRATIONS FASCIA BOARD OPTIONAL WOOD STRIP DRAWING 11 EAVE TILE DETAIL (METAL EAVE ENCLOSURE) FASTNER (IF REQUIRED) BATTEN TI CAPSHEET—,." UNDERLAYMENT MORTAR (ADHESIVE) — PREFABRICATED EPDM WOOD DECK NAIL & SEAL — PENETRATION FASCIA BOARD OPTIONAL WOOD STRIP—J DRAWING 12 EAVE TILE DETAIL ANTIPONDING METAL .—MIN. 10"TROVVEL OF X MORTARIADHES[VEJ PRODUCT APPROVA 33 U MAILS PER TILE �MIN. 318"WEEPHOLE (ONE PER TILE) FIRSTTILE TO MATCH PROFILE DRAWING 13 MORTAR (ADHESIVE) SET TILE MORTAWADHFSIVE 10'MOKrAR DRAWING 14 BARREL TILE INSTALLATION 3.08 Valleys - CHOOSE ONE of the fol- lowing: NOTE #15: It may be necessary to remove the lugs from the field tile at walls and valley flashings for proper positioning of cut field tiles. A. Standard Roll Valley 2007 FLORIDA BUILDING CODE —TEST PROTOCOLS HVHZ (RAS) 120.13 (RAS) No.120 1. Closed valley - Miter tile to Zones) of the Florida Building meet at center of valley. Code, Building. Valley - Chalk a ' e a B. Wood nailer boards shall be se - um 2 in. on both side cured with hot dipped zinc valley center. Place coated galvanized steel stra�s of a minimum thickness of /s mortar along outside f chalk lines. Miter in. by 1 /a in. wide. The galva- form straight bordernized Ld steel straps shall be in- int to match the sur-stalled at a maximum spacing of 12 in. on center along the length of the ridge nailer B. Metal Without e- boards. Steel straps shall be bent to fit over the ridge nailer boards, and shall be secured to 1. Closed valley - Miter tile to the sheathing with a minimum form straight border on ei- of six #648 corrosion resistant ther side of water diverter. screws per strap, at a maximum spacing of 4 in. on center. 2. Open Valley - Miter tile to C. Preformed Metal Channel form straight border on ei- ther side of two water di- Preformed Metal Channels verters. shall be secured 6 in. on center with approved fasteners. All 3.09 Hip Starter - CHOOSE ONE of the fol- fastener penetrations shall be lowing: sealed with plastic roof ce- ment. A. Prefabricated hip starter. D. Hip and Ridge Tile Installation - CHOOSE ONE of the follow - I. Miter tile as hip starter to ing: match eave lines. 1. Self -adhered Mem- B. Use standard hip tiles as starter. bran: (aa) Install self -ad - 3.10 Hip and Ridge Nailer Boards or Pre- hered membrane formed Metal Channel (see Drawing over nailer board 15) - Details 1, 2, 3 and 4 are also ac- and seal to tile sur- cepted methods of installing Hip and face per membrane Ridge Nailer Boards. (Approved adhe- manufacturer s sive in lieu of nails or screws, is permit- recommendation. ted when using Details 2 and 3.) nstall hip and A. Wood nailers or preformed metal idge tiles withchannel shall be required and at- orrosion resistant rapproved tached in compliance with Chap- nails or ter 16 (High -Velocity Hurricane crews and of suf- (RAS) 120.14 2007 FLORIDA BUILDING CODE —TEST PROTOCOLS HVHZ , e ficient length to pene- trate a minimum of 3/4 in. into nailer board lapping tile a minimum of 2 in. (Approved adhesive, in lieu of nails or screws, is permitted when using Details 2 and 3. When using adhesive hip and ridge tiles shall be in- stalled in accordance with the adhesive manufacturer's Prod- uct Approval.) (cc) Use approved adhe- sive or clips at over- laps. 2. Mortar: (aa) Set hip and ridge tile in a continuous bed of mortar, lapping tile a minimum 2 in. En- sure bed of mortar does not protrude in center of hip or ridge junction. Approxi- mately 1 inch (25 mm) of field tile shall extend beyond bed of mortar. (bb) Install hip and ridge tiles with approved corrosion resistant nails or screws of suf- ficient length to pene- trate a minimum of 3/4 in. into nailer board. (Approved adhesive, in lieu of nails or screws, is permitted when using Details 2 and 3. When using adhesive, hip and ridge tiles shall be in- stalled in accordance with the adhesive manufacturer's Prod- uct Approval.) Copy(RAS)No.120 OR RIDGE TILE �-2x6OR2x8HIP ORRIDGE NAILER PRESSURE TREATED 1/8"x1-1/4"HOT DIPPED,ZINC- COATED GALVANIZED METAL STRAP BENT \ ROOF FRAMING — PLYWOOD ROOF SHEATHING ROOF UNDERLAYMENT — BARREL OR FLAT TILE — BATTENS (AS REO'D) — HIP OR RIDGE TILE NAILING DETAIL DRAWING 15 RIDGE BLOCKING DETAIL DETAIL 1 MINIMUM 2x2 INCH 20 GAGE HOT DIPPED ZINC- I I LUMBER INACCORDANCE WITH COATED GALVANIZED x 1" RAS 120 SECTION 2.07(A). STEEL STRAPS SPACED 24" ox. FASTENED IN ACCORDANCE WITH RAS 20 SECTION 3.10(B)(2) DETAIL2 MINIMUM 2i21NC —WOOD NAILER SET INA I I LUMBER IN ACCORDANCE WITH �' CONTINUOUS BED OF APPROVED RAS 120 SECTION 2.07(A) ADHESIVE 2007 FLORIDA BUILDING CODE —TEST PROTOCOLS HVHZ (RAS) 120.15 (RAS) No. 120 26 GAGE G-00� PREFORMED METAL C N FASTENED 6' o.c. APPROVED ROOM NAILS 4'x 1 112N 0'-T 16 GAGE HOT DIP GALV. STEELPIATE SET IN ROOFING CEMENT. FASTEN PLATE WITH 248 x 1 UT GALV. PH SCREWS INTO PLYWOOD DECK 8 2-98 x 1 IM GALV PH SCREWS INTO 2x6. PROVIDE ® 24' 0.0. ON EACH SIDE OF BLOCKING (STAGGERSPACING) V{ OPIIOILPAOV t aPd V.PH BCiEW9YlR.P-m DETAIL 3 SEAL ALL NAIL PENETRATION ADHESIVE DETAIL4 —NAIL TILE IN ACCORDANCE WITH PRODUCTAPPROVAL �i —2x6#2 PT BLOCKING TO ACCOMMO ATE PITCARY DEPTH OF BLCH OF ROOF) ROOF TILE 12 ROOFTRUSS D-5 BNEETPIATEDEfpq. DETAIL 5 SHEET PLATE DETAIL (cc) Point mortar to II finish surface. 3.11 Rake/Gable - CHOOSE ONE of the following: A. Rake/Gable Tile: 1. (ristllafirst rake tile the xposed length of first ourse of field tile with factory finish of rake 'le s e eave. 2. Lails each rake tile with mum of two 10D of sufficient length etrate the framing a um Of 3/4 in. 3. Abut each succeeding rake tile to the nose of the field tile above and maintain a constant headlap. B. Mortar Finish: 1. Place mortar bed along roof edge. 2. Point' smooth to a straight edge finish. 3.12 Wall Abutments A. Cut tile to fit approximately '/z in. to base of walls. Point -up mortar is optional. B. Headwall abutment shall be pointed with mortar. 3.13 Plumbing Stacks A. Cut tiles to fit close to plumb- ing stack. Fill void with mortar and point to finish. (RAS)120.16 2007 FLORIDA BUILDING CODE -TEST PROTOCOLS HVHZ a Tile Roof System, MIAMI-DARE Miami -Dade County Building Department Electronic Application Section D Sloped System Description Tile Roof System "Delivering Excellence Every Day" ROOFING PRODUCT F,L'E7 COPY Roof System Manufacturer: EAGLE Notice of Acceptance Number (NOA): 1.06-0526-.09 -Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: -45.1 P 2: -78.6 . P 3: -116.2 Maximum Design Wind Pressures, (From the NOA Specific system): 45.5 psf Fill in the specific roof assembly components. if a component is not required, insert not applicable (n/a) in the text box. Roof Slope:" ., "/12" Roof Mean Height: 16 ._ ft. Method of Tile Attachment: --Adhesive, Medium Paddy Polyfoam Polypro-- Alternate Method of Tile Attachment per NOA: NA Drip Edge Size & Gauge: --3" face 26 ga.-- Drip Edge Material Type: I --Galvinized Metal -- Drip Edge Fastener Type: 1-1/4 RS NAIL Hook Strip/Cleat gauge or weight: -- Select Hook Strip -- Deck Type: --5/8" Plywood-- Optional Insulation: NA Optional Nailable Substrate: NA Optional Nailable Substrate Attachment: NA Basesheet Type: ASTM D226 80# FELT Fastener Type for Basesheet Attachment: 1-1/4 IRS NAIL 6"OC LAP 12"OC FIELD &TC Tile Underlayment,(Cap Sheet) Type: ASTM 90# FELT Tile Underlayment Attachment Method: HOT MOP ASPHALT Tile Profile: EAGLE MALIBU CONCRETE TILES Section E 2 �� 1 MIMI®DOE Miami -Dade County Building Department Electronic Application ' High Velocity Hurricane Zone Roofing P m t lic too, For .{ "Delivering. Excellence Every Day" op '.. Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based. tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P 1: -45.1 X X 0.282 = 12,72 . Mg: 6.65 = Mr1: 6.07 5 45.5 NOA Mf P 2 78.6 X 7,0.282 : = 22 16 . Mg; 6.65 = Mi2: 15.51 s 45.5 _ NOA Mf P 3 116.2 X 2,0.282 = 32.76 - Mg; 6.65 = Mr3; 26.11 ' S 45.5 NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127" For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F values are greater than or equal to the Fr values, for each area of the roof, then the file attachment method is acceptable. P1: X1: .._... ....: Xw: = -W: = XCos 0: =Frl: :5 NOA F' P2 X I: = X w: = - W: = X cos 0: = Fr2: <_ NOA F' P3 X I: = X w: = - W: - - X cos t3: = Fr3: :5 NOA F' Where to Obtain Information to complete the calculations Description Symbol Where to Find Design Pressure P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope 6 Job Site Aerodynamic Multiplier Product Approval (NOA) Restoring Moment due to Gravity Mg Product Approval (NOA) Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval (NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) Tile Dimensions I =length w = width Product Approval (NOA) -DARE COUNTY, FLORIDA I A M IHDADE UM O-DADS FLAGLER BUILDING 6 ING CODE COMPLIANCE OMCE (BCCO) 140 WEST GLER STREET, 3 1301563 PR DUCT CONTROL DIVISION MI2901 ARIDA 5) 375- 908 . (30 ) 375-290I FAX (305) 375-2908 N TICE OF ACCEPTANCE (NOA) Ea a Roofing Products LLC 15 5 East C.R. 470 ! S terville, FL 33585 SCOPE: Thi NOA is being issued under the applicable rules and regulations governing the.u,4e of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product C trol Division and accepted by a Board of Rules and Appeals (BORA) to be used in Miami Dade County and o er areas where allowed by the Authority Having Jurisdiction (AHJ). Thi NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Di sion (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade C1ounty) reserve the right to hav this product or material tested for quality assurance purposes. If this product or material fails to perform in the iccepted manner, the manufacturer will incur the expense of such testing and the IAHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdictin. BORA reserves the right to r voke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or mat 'al fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with �he Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. I)F CRTPTION: Malibu Concrete Tile the be and The IELING: Each unit shall bear a permanent label with the manufacturer's name i wing statement: "Miami -Dade County Product Control Approved", unless other 1EWAL of this NOA shall be considered after a renewal application has been f ge in the applicable building code negatively affecting the performance- of this 1 WINATION of this NOA will occur after the expiration date or if there has be vials, use, and/or manufacture of the product or process. Misuse of this NOA as ict, for sales, advertising or any other purposes shall automatically terminate th any section of this NOA shall be cause for termination and removal of NOA. %ERTISEMENT: The NOA number preceded by the words Miami -Dade Co xpiration date may be displayed in advertising literature. If any portion of the Me in its entirety. ?ECTION: A copy of this entire NOA shall be provided to the user by the mar hall be available for inspection at the job site at the request of.the Building Off NOA consists of pages 1 through 7. submitted documentation was reviewed by Alex Ti era- logo, city, state and ise noted herein. - .d and there has been no i a revision or change in the i endorsement of any NOA. Failure to comply ,'Florida, and followed by N, is displayed, then it shall or its distributors NOA No.: 06-0526.09 Expiration Date:10/05111 Approval Date:10105106 Page 1 of 7 L 6111!1 CO'PY ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: .07320 Roofing Tiles Material: Concrete j 1. SCOPE This approves a system using Burlingame Industries Malibu Concrete Roof Tile, as manufactured by Eagle Roofing Products LLC in Sumterville, FL. and described in Stction 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 usink the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Pduct Applicant Dimensions Specflcations D crl Lion alibu Concrete Tile 1=17" TAS 112 Low profile, interlocking, high pressure w =12 %" extruded concrete ro Df tile equipped with 1/2" thick three nail hole and d 3uble roll ribs. For direct deck or battened n ' -on, mortar or adhesive set applications. rim Pieces I = varies TAS 112 ' Accessory trim, condrete roof pieces for use. w = varies at hips, rakes, ridges and valley terminations. varying thickness' Manufactured fore h the profile. SUBMITTED EVIDENCE: • Test Agency Test Identifier Construction Materials PR106178 Name/Rem Date TAS 112 1 08/23/06 Zedland Technologies 7161-03 Static Uplift Testis Dec. 1991 Appendix III TAS 102 & TAS 102 A) Zedland- Technologies 7161-03 Wind Tunnel Testir g Dec. 1991 Appendix If TAS 108 (Nail -On Zedland Technologies P0402 Withdrawal Resistance T ting of. Sept. 1993 screw vs. smooth shank nails .be Center for Applied 94-060B Static Uplift Testing -March, 1994 ingineering, Inc. TAS 101(Adhesive het) fie Center for Applied 94-084 Static Uplift Testing May 1994 ,ngineering, Inc. TAS 101(Mortar Sd :edland Technologies P0631-01 Wind Tunnel Tes ' 'g July 1994 TAS 108 (M6rtar t) i NOA No.: 06-0526.09 tbExpiration Date: 10/05/11 Approval Date:10105106 Page 2 of 7 ' i LE COPY Test Agtncy Test Identifier Test Name/Re�ort Date Redland Technologies Letter Dated Aug.1, Wind Tunnel Te king Aug. 1994 1994 TAS 108 (Nail-n) Professional Service 224747099 Physical Properties Sept. 1994 Industries, Inc: TAS 112 The Center for Applied 25-7094-1 Static Uplift Testing Oct. 1994 Engineering, Inc. TAS 102 R' Headlap, Nails, D#ect.Deck, New Constructi ) ❑ The Center for Applied 25-7094-7 Static Uplift Tes I' g Oct. 1.994 . Engineering, Inc: TAS 102 1 (4" Headlap, Nails, • attens) The Center for Applied 25-709474 Static Uplift Tesl 'ng Oct. 1994 Engineering, Inc. TAS 102 R' Headlap, Nails, Dirt Deck, Recover/Reroo The Center for Applied Project No. 307025 Wind Driven Rain, Oct. 1994 Engineering, Inc. Test #MDC-76❑ TAS 100 The Center for Applied ' 25-7183-1 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (2 Quik-Drive Screws Direct Deck) The Center for Applied 25-7183-2 Static Uplift Test' ng Feb. 1995 Engineering, Inc. TAS 102 (2 Quik-Drive Screws, attens) The Center for Applied 25-7214-2 Static Uplift Test' ig March, 1995 Engineering, Inc. 25-721446 TAS 102 (1 Quik-Drive Screw; t Deck) . (1 Quik-Drive Screw, attens). Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998 Testing Services 520109-2 TAS 101 i Dec. 1998 Walker Engineering, Inc. Evaluation Calculations Two Patty Adhesive Sett System April 1999 Walker Engineering, Inc. Evaluation Calculations 254183 . 1 March 1995 Walker Engineering, Inc. „ Evaluation Calculations 25-7094 February 1996 Walker Engineering, Inc... Evaluation Calculations 25-'7496 April 1996 Walker Engineering, Inc. Evaluation Calculations. 254584• December. 25-7804b-8 I 1996 25-7804-4 & 5 25-7848-6 alker Engineering, Inc. Calculations Aerodynamic Multiplier Sep. 2006 alker Engineering, Inc. Calculations Restoring Moment Due tol Gravity Sep. 2006 i • I ' NOA No.: 06-0526.09 iration Date:10/05/11 Approval Date: 10/05/06 Page-3 of 7 i I F LE COPY. i 3. LEMHATIONS 3.1 Fire classification is not part of this acceptance. 3.2' For mortar or adhesive set tile applications, a static field uplift! test shall, be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Cqrt Red Laboratory to perform quarterly test in accordance -with TAS 112, appendix `A'. Such ting shall be -submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section4.1 herein.. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope .unless stated otherwise by the underlayment material manufactur s published literature. 3.6 This . acceptance is for wood deck applications. Minimum dec-, requirements shall. be in compliance with applicable building code. 4. INSTALLATION i 4.1 Eagle Roofing Products LLC Malibu Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, S 119, and RAS 120: 4.2 Data For Attachment Calculations Table 1:. Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length-1(ft) I Width-w (ft) Malibu Tile 9.5 1.417 ; 1.04 Table 2: 'Ae dynamid Multipliers - a, Tile Profile JL (fe) Batten Application . Direct X (to) Deck Application Malibu Tile 0.305 1 0.282 Table 3: Restoring Moments due to Gravi - M -lb Tile Profile 3"•12" 4"•12" 5"'12" 6% 2" 7":12" or reater Malibu Tile Battens Direct Deck Battens . Direct Deck Battens - Direct Deck Battens , Direct Deck Battens Direct Deck 6.30 6.65 6.21 6.64 6.08 6.41 5.93 6.25 5.77. 6.08 NOA No.: 06-0526.09 Expiration Date:10105/11 Approval Date: 10/06/06 Page 4 of 7 Table & Attachment Resistance Expressed ias a Mon' for Nail -On Systems nt - Mf (ft-lbf) Tile Profile Fastener. Type Direct Deck (min 15/32" plywood) Direel (min. plyw Deck 9/32" od) Battens Malibu The 2-10d Fin— q Shank Nails 27.8 37.4 28:8 11-10d Smooth or Screw Shank Nail. 8.8 11.8 4.1 2-10d Smooth or Screw, Shank Nails. 16.4 21.9 7.1 1 #8 Screw 25.8' 25 8 22.9 2 #8 Screw 47.1 471 49.1 1-10d Smooth or Screw Shank. Nail Field Clip) 24.3 . 24,13 24.2 1-10d Smooth or Screw Shank Nail Eave Clip) 19.0 1910 I 22.1 2-10d Smooth or Screw Shank Nails Field Clip) 35.5 35 T, 34.8 2-10d Smooth or Screw Shank Nails Eave Clip), 31.9 31. 32.2 2A Od Ring Shank Nails' 43.0 67.p 50.9 1 Installation with a 4" the headlap and fasteiners are located a min. of 2W from he4d of tile. Table 5: Attachment Resistance Expressed as a Mom for Two Patty Adheslve- Set Systems nt Mf (ft-lbf) Tile Profile Tile Application Minimum. Attachment Resistance Malibu Tile Adhesive I 2 See manufactures component approval for installation re uirements, 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. ' Polyfoam Product, Inc. Avera a weight pera 8 grams. Table 5A-. Attachment'Resistance Expressed as'a Mom for Single Patty Adhesive .Set Systems e t - Mf (ft-lbf) Tile Profile . Tile Application )Minimum Attachment Resistance Malibu Tile Polyfoam Pol Profm . I 86.61. Pollyfoam Pol Protm ! 45.5 4 Lar a ad lacement of rams of Po ro'TM. 5 Medium paddy placement of 24grams of PotyProTm. NOA No.: 06-0526.09. Expiration Date: 10/OS/11 j, Approval Date: 10/05/06 Page 5 of 7 E. COPY Table 5B:.Attachmd.nt Resistance Expressed as -a Mom t- mf(ft-lbf) for Mortar Set Systems Tile Tile i Attachment Profile Application Resistance Malibu Tile Mortar Set 20.60 5. LABELING All tiles shall bear the imprint or identifiable marking of the manuf icturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Pr6du ct Control Approved". WM W:=1W.ft EAiiLE FLORIDA MALIBU CONCRETE ROOF* TRE IABEL, SUMTERVILIA PLANT (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS III 6.1 Application fdrbuilding permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance.. 6.1.2. Any other documentsrequired by the Building Official. or applicable building code in order to -properly evaluate the installation of the system. P NOA No.: 06-0526.09 Exph-ation Date: 10/05/11 Approval Date: 10105106 Page 6 of 7 F LsE CPY- PROFILE DRAWING 'MALIzu CONCRETE ROOF ME END OF THIS ACCEPTANCE NOA No.. 06-0526.09 Expiration Date. 10105111 Approval Date: 10/05/06 Page 7 of 7 L_ I� MM IMADE BUILDING CODE COMPLIANCE -OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam.Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 E COPIY . LF MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLACLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official.. This NOA renews NOA No.0 1 -0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by J rge L. Acebo. NOA No.: 06-0201.02 o : _ Expiration Date: 05/10/11 :4- Approval Date: 04/13/06 Page I of 7 F LE 7t�� �. .� i� 5 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: 'Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro@ AH160 as manufactured by polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro@ AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Polypro@ AHI60 . N/A Foampro® RTF1000 N/A ProPack@ 30 & 100 N/A Test Product Description 911KEM-Cations TAS 101 Two component polyurethane foarri adhesive . PRODUCTS MANUFACTURED BY OTHERS: Dispensing Equipment Dispensing Equipment Any Miami-D'ade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs./ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Fe Moisture Vapor Transmission ASTM E 96 3.1 Penn / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 . EVIDENCE SUBMITTED: Test Ag2M Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94-060 257818-IPA 25-7438-3 25-7438-4 25-7438-7 25-7492 NB 589-631 9637-92 01=6743-011 01-6739-062b[1] 7050.02.96-1 528454-2-1 528454-9-1 528454-10-1 520109-1 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 'F' r LE �, t Test Name/Report TAS 101 TAS 10-1 SSTD 11-93 SSTD 11-93 SSTD.11-93 ASTM D 1623 ASTM E 108 ASTM E. 108 ASTM E 84 TAS 114 TAS 101 TAS 101 TAS 101 Date 04/08/94 12/16/96 . 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 10/23/98 12/28/98 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer. to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of PolyproO AH 160 roof tile, adhesive with their the assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. ►F' W �2 MS ' • , NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 -�LE COPY i INSTALLATION - I. Polypro® AH160 may be used with any roof the assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro(D AH160 shall provide sufficient attachment resistance, expressed as anuplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof file adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the'authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AHl 60 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the 'Placement .Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement' Single Paddy Two Paddy Weight Detail Weight Min. per paddy Min. (grams) (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece #1 17/side on cap and N/A Barrel) 34/pan Flat, Low, High Profiles #2 24 N/A Flat, Low,. High Profiles #3 . g LABELING: All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ' NOA No.: 06-0201,02 " Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 pit ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nail through plastic cement Paddy (Beneath Tile) Underpayment 1 10'n. Eave Ceeree Fascia Eave course only: Eave Gimum Keep adhadve appim 4h up fromweepholas Nail through plasllc cement Paddy(BeneathTde) Undedaymenl i 10 in. 2 In. Eave Course Eam" Closure Eave course only: Keep adhesive approx. 4 in: up Fascia from weepholes Nail through plastic cement' Paddy (Beneath lne) Undedayment 1 101n. kN . o Em Coulee Fascia Weephole Eave course only: Eave closure Keep adhesive approx. Drip edge 4 In. uplromweepholes 1) Place enough adhesive to achieve 1T to 23 Optional2x4's for square Inches In contactwiih the pan file steep Pitch appilcatlons Nan through plastic cement 2)Tum covers upside dam Place adhesive U2 he To 1 In. From outside edge of covertite. Then Install the tile. G Undedayment 1 0. tomov PPu of the eSheathing i Course cov cover hie. Ahutlosecond course of Optional pan files. Ensure save end ofpan2nd am Pomt u Mortar Rush at cover on longitudinal edges of the Eave closure Weephoto Fascia Bo (mortar shown) NOA No.: 06-0201.02 Expiration Date: 05/10/11 k Approval Date: 04/13/06 Page 5 of 7 0 l 'LE C(O ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 y ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Paddy Nail through plastic cement Single paddy under We ° (between tile) Underlayment Single paddy between file Paddy (under tile) 21n. x 7 in medium sae paddy eave ° course only Sin. Single paddy * I x 3 in. . under the / 3 m.x 3 fin. 4 in. 2 in. �`✓J Single paddy on 2 in. `� 4in• Sin le / �F under - layment ° paddy on under_ ° layment 5Z) Single paddy Fascia e course on top of file Weephole Single paddy 2 in. X 7 in. medium Course Eve Eave closure on top of file size paddy eave ' Drip edge Fascia course only Nail through plastic cement Single paddy under file Single paddy \ between file Single paddy Al ,1-• END OF THIS ACCEPTANCE i NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7