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RF-15-63BUILDING PERMIT APPi CATION I am,.i Sidores V��[=f�a4ge RECD Building Department JA 20,5 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 $Y. Tei: (305) 795-2204 Fax: (305) 756.8972 INSPECTION UNE PHONE NUMBER: (305) 762-4949 FBC 201® Master Permit No Sub Permit No. (UILDING ❑ ELECTRIC OROOFING Q REVISION ❑ EXTENSION ❑RENEWAL [PLUMBING ®MECHANICAL []PUBLIC WORKS [3 CHANGE OF [] CANCELLATION [� SHOP CONTRACTOR DRAWINGS JOB ADDRESS: /I A)k) / oG S� City Miami Shores County Miami Uade Zia:. 3315 0 - r Folio/Parcel#: /i' /3l0' 0 040' ®3/ 0 is the Building Hlstor1ce11Y Designated: Yes „T NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: _ FFE: OWNER: Name (Fee Simple la 4,- 1 r Jt o Ij Phone#:_3CT1 ? Address: //3 Nw ,[0/a Si ' 3 3/S City: /��//11 �'((G.M. S�D/`P 5 State: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: jrf-X- Ld"', Phone#:_= 9lze *-72 Address: a w 0 ern�,, Sr - City: A. State: 7jp: 3 'fd x 0 Qualifier Name: VIA; C er"OA) Phone#: TV I� State Certification or Registration #: CC- Ord 0r/ Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $---/-4 .20 0 0 Square/Unear Footage of Work: 2- 200 Type of Work: ❑ Addition /❑ Alteration % ❑ New /��i Repair/Replace 1❑ Demolition Description of Work- e�ei DcPt 5�� 1�/ ;C �e� l e �l rA /i LII/ 11 ✓�� /�+ G`�/ ac s �`,)g Specify color of color thrl� �11e: �°I I� Submittal Fee $ Permit Fee $ • CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Eduation Fee $ Structural Reviews $ (RevWedoa/a4/ao14) DBPR $ Notary $ Double Fee $ Bond$ B•�) TOTAL FEE NOW DUE Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application Is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the Issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction In this jurisdiction. 1 understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC .... OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CQM-ME CEM1NT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTSTO YOUR PROP9RTY. F YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFO*E RECORDING YOUR NOTICE OF COMMENCEMENT."" Notice to Applicant: As a condition to the Issuance of a building permit with an estimated value exceeding $250,0, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property Is subject to attachment Also, a certified copy of the recorded notice of commencement must beposted at the Job site for the first Inspection which occurs seven (7) days after the building permit is Issued. In the absence of such posted notice, the Inspection will not be approved and a reinspection fee will be charged. Signature Signature NER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this 7 day of JC . 20 Ar— . by 41 A), GGA 0 . who Is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: The foregoing instrument was acknowledged before me this /oZ day of `.ice 20 by p�, ap^> who is personal) nown to me or who has produced as Identification and who did take an oath. NOTARY PUBLIC: Sign: Sign o``dY P' uif% -'State or r�u� qua Print: .�"�Y'P�/��i FRED J. HEKK - State of Florida ; . Print: e • . o ires Mar 21, ZU 10 My Comm. Exp rF 165061 _+ *c ' My Comm. Expires Mar 21, Seal: EE 16506 *o; ��''�F°F "�• Seal: Tg91e„ Bonded Through National Notary Assn. ,* Commission # Through National Notary Assn. of v �`• Bonded •wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww,swwwwwwwwwwwwwwwwwwwww+ewwwwmwwwwwwww APPROVED BY Plans Examiner Zoning Structural Review Clerk (RevMdoz/a4/2014) 11/2012014 Property Search Application - Miami -Dade County *7;114 >sar: ■ �p «.� ..OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2136-008-0310 Property Address: 113 NW 106 ST Owner ALLAN J NICHOLS Mailing Address 113 NW 106 ST MIAMI SHORES, FL 33150-1247 Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,849 Sq.Ft Living Area 1,537 Sq.Ft Adjusted Area 1,689 Sq.Ft Lot Size 9,150 Sq.Ft Year Built 1950 Assessment Information Year 2014 2013 2012 Land Value $98,074 $44,981 $44,981 Building Value $116,921 $117,082 $131,248 XF Value _ $888 $903 $1,136 Market Value $215,883 $162,966 $177,365 Assessed Value 1 $103,163 $101,639 $99,941 Benefits Information Previous Benefit Type 2014 2013 2012 Save Our Homes Cap Assessment Reduction $112,720 $61,327 $77,424 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description DUNNINGS MIAMI SHORES EXT 4 PB 48-20 LOT 15 BLK 205 LOT SIZE 75.000 X 122 OR 15644-2334 0992 1 Generated On: 11/20/2014 Taxable Value Information Previous Price O PBook- oe k Qualification Description 2014 2013 2012 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $53,163 $51,639 $49,941 School Board 00000 Exemption Value 1 $25,000 $25,000 $25,000 Taxable Value $78,163 $76,639 $74,941 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $53,163 $51,639 $49,941 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $53,163 $51,639 $49,941 Sales Information Previous Price O PBook- oe k Qualification Description Sale9 2008 and prior year sales; Qual by exam 09/01/1992 $79,000 15644-2334 of deed 00000 2008 and prior year sales; Qual by exam 03/01/1972 $32,500 lofdeed 00000 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version CERTIFICATE OF LIABILITY INSURANCE 1/13/2015 Date producer: Plymouth Insurance Agency This certifiate is Issued as a matter of Information only and confers no c 2739 U.S. Highway 19 N. Holiday, FL 34691 rights upon the certificate Bolder. This Certificate does not amend, extend or alter the coverage afforded by the policies below. 1 Insurers Affording Coverage NAIC # (727) 938-5562 Insured: South East Personnel Leasing, Inc. & Subsidiaries 2739 U.S. Highway 19 N. Holiday, FL 34691 Insurer A. Lion Insurance Company 11075 Insurer B: Insurer C: Insurer D: Insurer E: Coverages Thepolicies of insurance listed below have been issued to the insured named above for the policy period indicated. Notwithstanding any requirement term or condition of arty contract or other document with respect to which this certificate may be issued or runty pertain, the insurance afforded by the policies described herein is subject to all the tent, exclusions, and conditions of such policies. Aggregate limits shown may have been reduced by paid chins. INSRADDL LTR INSRD T of Insurance Type Poli Number Policy Policy EffecWe Date Policy Expiration Date Limits (MMIDD/YY) (MM/DD/YY) GENERAL LIABILITY Each Occurrence $ Commercial General Liability Claims Made 11 Occur Damage to rented premise (EA occurrence) $ Mad Exp Personal Adv Injury General aggregate limit applies per r. Policy1:3Project ❑ LOC General Aggregate Products - Comp/Op Agg AUTOMOBILE LIABILITY Combined single omit Any Auto Owned AntosBodily Scheduled Autos (FA Accident) $ Injury (Per Person) Bodily Injury Hired Autos Norte Owned Ahrlce (Per Accident) Property Damage (Per Accident) EXCESSIUMBRELLA LIABILITY Each Occurrence Occur ❑ Claims Made Aggregate Deductible A Workers Compensation and WC 71949 01/01/2015 01/01/2016 x wC Statu- OTH- Employers' Llability to r Limits ER E.L. Each Accident $110001=excluded? Any proprietor/partner/executive officer/member E.L. Disease - Ea Employee $7,000.000 NO If Yes, describe under special provisions below. E.L. Disease -Policy Limits $1,0001000 Other Lion Insurance Companyis A.M. Best Company rated A- (Excellent). AMB # 12616 Descriptions of Operations/LocationsNehicles/Exclusions added by EndorsementfSpecial Provisions: Client ID: 92-68-239 Coverage only applies to active employee(s) of South East Personnel Leasing, Inc. & Subsidiaries that are leased to the following "Client Company": I & K Rooting, Inc Coverage only applies to injuries incurred by South East Personnel Leasing, Inc & Subsidiaries active employee(s,, while working in: FL Coverage does not apply to statutory employee(s) or independent coniractor(s) of the Client Company or arty other entity. A list of the alive employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937-2138 or by catling (727) 938-5562. Project Name: ISSUE 01-13-15 (TLD) Begin Date 212012014 CERTiFlCATE HOLDER CANCELLATION VILLAGE OF MIAMI SHORES shouldany of the above described policies be cancelled before the expiration data thereof, the Issuing insurer will endeavor to mail 30 days written notice to the certificate holder mored to the left, but failure to do so shall impose no obligation or liability of any kind upon the Insurer, its agents or representatives. 10050 NE 2ND AVE MIAMI SHORES, FL 33138 ,/r e-, LICENSED AND INSURED1 fSE # CC -C058051 y.- A J 3 �0 J 954.961-7663 2010 Sherman StreetRC)954.961.9879 " 0 F I N Holy wood, Florida -33020 Fax 954.925-8015 Smu y Soad 7&vW4 �n Ones 30 z¢ Submitted To Job Nemo pate j Street Street Phone i City, St. 6 Zip City, St. 6 zip Rhone 2 T' ,,im on r ZL Legal Lot Blk Sub Tax Folio# ALL ROOFS TO BE DONE AS FOLLOWS SLOPE ROOF M /FLAT ROOF Will tear off entire existing slope Roof down to deck or smooth workable surface. WILL RENAIL, DECKING TO MEET EXISTING CODE. • Remove all related roofing. -debris from premises. Replace any necessary wood,; LF, or Sq. ft for plywood free. Sco per ft. thereafter. Will apply 30 Ib. premium felt, anchored to the deck according to local building code. Will install all new metal flashing and lead stacks. USING HOT ASPHALT, MOP a 36 INCH WIDE STRIP OF 30 LB FELT VERTICALLY AND a 16 INCH WIDE GALV. VALLEY METAL IN ALL VALLEYA. Mop with Hot As halt Qto said *lb's,, EmKd r6ZRQ_1 tile In system. e. Will tear off entire existing flat• roof down to deck or smooth workable surface. WILL RENAIL DECKING TO MEET EXISTING CODE. Remove all related ro� ng debris from premises. Reply necessary wood, LF, or Sq. ft for plywood free. perft.thereafter. s Will appiy 1 ply of -2!5asesheet anchored to the deck accarding to local building code. Using HOT ASPHALT, will mop plys of fiberglass felts to said basesheet. Install all new metal flashing and lean stacks. . Us' g T P T p ly e ee e; o, WU/s HOT ASPHALT, mop 1 ply MODIFIED BITUMEN to said fiberglass felt. We hereby propose to furnish labor and materials - complete In accord nc w It t1walth bove specifications, for the sum of dollars ($��payment to be made as follows: . No carpentry work, wooa In the event payment is not make as but not limited to, attorney fees, cc COVERAGEa� The roof applied to the building described above is guaranteed for eN years from the date of completion upon final This guarantee is TRANSFERABLE AT NO CHARGE to new owners of the property. Under this guarantee, the fi gin contra expense, make any repairs necessary to correct roof leaks resulting from the following causes: p 1. Failure of roofing fells or base flashing resulting from usual and ordinary effects of wear and weather. 2. Poor workmanship of roofing contractor In applying roofing and flashlgg materials. Method of Payment: CHECK - - CASH EXCLUSIONS - — MONEY ORDER This guarantee does not cover: CREDIT CARD 1. Leaks or other damage caused I;W: a. Natural disasters, including but not limited to floods, lightning, hurricanes, hail, windstorms, earthquakes, tornados, dry rot, etc. b. Structural failures such as cracks in decks, walls, partitions, foundations, windows, stoppage of roof drains or gutters, etc. c. Changes in the original principal usage to which of the building, unless approved by the contractor in advance in writing. d, Erection or construction of any additional installation on or through the roofing felt after the date of completion. e. Roof or flashing repairs by others, painting or coating without approval. f. Riots or vandalism. g. Termites or other insects. h. Penetration of the roofing from beneath by rising nails. 2. Damage to the building or it's contents, roof insulation, roof deck or other base over which roofing felt is applied. ACTION Poj'd IIOW C>00 I O`f5 In the event leaks from roofing should occur, owner shall notify contractor promptly. Contractor will inspect the roof, and If cause of leak is within the coverage as stated above, the contractor will arrange for repairs to be made at no cost to the owner. If cause of leak Is not covered, contractor will not be responsible for cost of any repairs. In the event leaks are not covered under the terms of this guarantee, a service charge w111 be invoiced to the owner. The guarantee will becom null and void if payment of the service charge is not made within 30 days of the billing date. WE MAKE NO GUARANTEES OF ANY KIND, EXPRESSED OR 1 iED, EXCEPT AS STATED HEREIN. TORE ACCEPTANCE OF PROPOSAL: The above prices, specifications ( er) and conditions are satisfactory and are hereby accepted. You are SIGNVUiEC7, authorized to do the work as specified. Payment will be made as (Owner) outlined aboye. I have read & understand the back of this contract. " I understand th wood clan us�a. A o i ed signa+tu�re �s DATE 11" I Q jq �I •J I�G..� INITIAL J&K Roofing/Proposal Foran C - 0! Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application For, Section A (General Information) 561 Master Permit No. Process No. Contractor's Name Job Address 0:3 /U W /0 6 Does - . . 0000 0000.. ROOF CATEGORY' 0000.. 606.00 . 0000.. 0000.. Low Slope ❑ Mechanically Fastened Tile Mortar/Add;;; SetoTile�s ((❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shinylb/ShaRes ..:6.. . 000. . . ..0.. Shingles • 0000 0000 0000.. ❑ Prescriptive BUR -RAS 150 • • • • • • e' . 0000.. ROOF TYPE 00 0 .. 0000.. .0 0 0 0 ❑ New Roof 'Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION �c Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) JA _ 2015 ,-0 0 ®2,� D 0 27 0 Y� — SECTION B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. -`1 --------------- 3� ........ . - ' iami Shores Village P,PPROVE BY C; ,TING DEPT 1 -DC, DEPT �J I () C0MF)HANCE WITH ALL FEDERAL A I t- AN I) (: t 1 t I N VY 111 7 LFS AND REGULATIONS Florldo Building Code Edition 2010 Hight Velocity Hurricane Zone Uniform Permit Application Dorm Section'C (Low Siopgd Roof System) Fill In Speciiio Roof Assembly Components Fattener Spacing for Armor/Rase Sheet and identify Manufacturer Attachment (If a component It not used, identify as 'NA' .... System Manufacturer: Ce� • • fid•, i�p, # Rows so 066 NOA No.: _° oc @ _ �+,:" oQ•' 096680 Pedmeter:.& oo!Cs� Lop. # Ro ase: ° De nign Wind Pressures, From RAS 128 or Calculatiena: _° �.`(� r — : - - Corner:. — oc Ci! Lap, # Rows _ . �. (f'.... • . p Pmax1:. U Pmait2: 71.7 Pmax3: . c�7 • • • • '"' • • • • . • • Number of Fasteners Per #rtsalatlmn Max. Design Pressure.'From the Specific NOA Board • • • • • • • • • • • • • • System: �• • ari• mrd, Pe Wier • • • ••• • Deck:• J .. • ...... Type: WO o SAS Illustrate Components Ito#ed and ' • •' Gauge/Thloknesst Details as Applicable: Slope: rlG Woodblocking, Gutter,- edge Termination, Anchor/Base Sheet & No. of Ply(s): Stripping, Flashing, - .ContlnWous- Cleat, Cant Strip, Base Flashing, gounter- Flashing, Coping, Elo. Anchor/Boo Sheet Fastener/Banding Material: Ind ate: Maar Roof :Height, Parapet Height,. Height of Base Flashing, Cpmponont AMaterial, Material Thlakness, Festen�r Type, Fastener Insulation Base Layer. T/IJ J Spacing or Submit Manutaclurers Details that Comply with :RAS 111 and Chapto 16. Base Insulation Size and Thickness: Base Insulation Fastener/Bondfng Material: JU or . A o 7bp Insulation Layer. V��4� �j�„i�G •� � parapet ,_ 1r'� Top Insulation Size and7hlclmess: Hetgirt Top Insulation Fastener/Bonding Material: ' ' ' F1 ID' �s Base Sheets) & No. of Ply(s):•�' 'g Mean W Q BaseSh Fastengr/Bonding Materjo Roof _l 'Ili" Akki f 5 -h T n C:eiDS i Height Ply Shoot(s) & No. of Ply(s): A s Ply Sh t Fastener/Bonding Mat dal: Ir TopPly:—,_ 61A1fvl.S7►C.-- Top Ply Fastener/Bonding.M ria VL Surfacing: *'15f N Florida Building Code Edition 2010 nigh Veloci#y Hurricane Zone llinifonn Permit Application Form S�ctiian D (Steep sloggg Soof System) Roof System;MYlaAufacturor: % Product Appr�val Nuniber: Minimum Des ign `Wind Pressures, if Applicable (From HAS 127 or Calculstionh. • 6.6... . �3` 1 �.� 100-7 6666.. PI: P2: !P3: sigrl Pr"sure 6666 be�`r • • • • • • . Maximum 00J - . 00. Product Appi oval Specific Sybtem: - 6666.. Method of 1'il�Attahhritent: paw • ✓►'►► et}f v cr. G, . . .6 . rj Stwo Sloped Svste Desc&tion : CAMOd Wig" Rd slope: Tim Underiaymer�t: n �, y- XD)1 '"f :12 insulation" Ridge VentiiaiioO !V M H Iibf Heigirt: } 0 1.66 . .6000. 6666.. . 1006 ...6. 6.6.6' 1 00 6666.. ..0006 6666 see 6666.. .0 . °iype & spradng:1 S CIPSOR 4A a tesive Type: .ryr&. Type crap sheet: �DI� T le vr�rl�. y�cn7� Covering: LC a jL U ; v TT e & Size Drips e:13V.3 .EE / !1 v, A m4JS 47.0c—] Florida Building Code Edition 2010 High Velocity Hurricaine Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based the systems, choose either Method 1 or 2. Compare the values for M,wlth the values from M1. if the M,vahus are Weater than or equal to the Mr 0860 values, for each areaof the roof, then the the attachment method Is acceptable. • • 0000 • Method 1 "Moment BagAW I'lle Calculations Per HAS 127" : • • • • • • =11-0a —M,: � M �,` f�„ Product Approval t& • • • • • (P,•.� x a��d _ • M,z la • (� Io Product Approval Mt (Pz:-h1A • • • , • ,�'s G xA (P,: 100.7 x _ —>�= �i..--� Mia Product Approval M4 • •_ • . . Method 2 "Simplified Til® Calculation Per Table Below" .•.. •. • Required Moment of Resistance (M,) From Table Below Product ApprWval1--=.� • • Mean Roof Height --#► Roof Slo M Required 15 ent tsistance* 20' 25' 30'' • 2:12 34.4 $6.5 38.2 38.7 42.2 3:12 32.2 24.4 ' 36.0 37A 39.8 4;12 30A 32.2 33.8 35.1 37.3 5:12 28.4 X0:1' 31.6 32.8 34.9 6:12 26A X8.0 29A 30.5 VA T'12 24.4 1 .9 27.1 2&2. 30.0 *Must be used in conjunction With a list of nv mgnt based tie systems endorsed,by the BroWard County Board of Rules and Appeals - For Uplift based the systems use Method & Compdre the values for P with the -values for Fr If the P values are greater than or egOW to the F, values, for. each area of -the roof, the the the attachment method Is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Py: x 1 • w:=_ I — W: ProductApproxalF (P,: x 1 • = x W:= _ I — W: x cos a. o F,x ProductApprove F' (Pe: x1- xW=_�—W: xcosU: =F,� ProductApia-QvtdF' Where to Obtain Information Description Symbol Where to find I a Prep— P1 or P2 or PS RAS 127 •!?able 1 or try an ert®i..dM an6lysis PE -based onA6EE Mean Root Height H Job Site Root:swe 0 Job Sire Aerodynamic 19tdtip8er a Product eJ Restoring Moment duo to tiravily Altachnrent Rasis<anm tub N4 Prodniat Iµ9 piillwmiraval Required Moment Resislarnce 14 Qalcnrra►ed' Minim= AltachmeM Resistance fleguired UpHit Reslsrance P F, Product Caiculat6d Average lila WetgM W Product 11})tuaval 7116 Dimensions Prodasd AU celouletlons marl be 6n,ibmltted to hire Buibding 0111da1 et fie line cf ` •'? SECTION 4402 I-IIGh vF.LOCITY HURRICANE ZONES REQUIRED OWNERS NOTI1'ICATION FOR ROOFING CONSIDEMriONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide ilia owner w ill the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 44 of the Florida Building Coda, Building govern the minimurri; requirements and standards of th$ industry for roofing system installations. Additionally, the following items should be addressed as part of Me agrecrnant baMean the owner and the contractor. The owner's initial in the adjacent box indicates that the, item has Caen explained. AV 1. Aesthatics Workmanship: The workmanship provisions of Chapter 44, Section 4102 (Hick..• Velocity Hurricane Zone) are for the purposeof provtding•that the roofing system meets the yrindresistarl' 0 and water intrusion performance standards. Aesthetics (appearance) Issues are not a cp{��rtion tr�iih � rasped to workmanship provisions. Aesthetic issues such as color or architectural appe4 VP -that :"••• not part of a zoning coda, should be addressed as part of the agreement between tha.gVCg; and the • contractor• • •••••• F-=-=-------2. Ranail ing Woo Qacks: When replacing roofing, the existing wood roof clecivm1we to tr• rana►lao in accordance with the current provisions of Section R4403 (High valocity Hurricari q�ppes) pft[?:'•: Florida Building Code. (The roof deck is usually concealed prior to removing the existing &W Wiam•) • 3. Common Roofs: Common roofs are those which have no visible derlinoatioo betw0fle" neighboring units (i.e. townhouses, gorldominiums, etc.) In buildings with common rooJO,•111 roof-uiq•••• contractor and/or owner should notify ttte occupants of adjacent units of roofing work to be perforroad.•• � posed c aitin6sst gvaasad. open beam Wiling gro whQr� the Nndr+r�id�; of the roor decking can Do viow%Q from iaeiewr_ The owner may wish to maintain ine arctillecturdl appearance, trterefior�, roofing nail penetrations of the underside of the decking may not be acceptable. TN 6. Ponding Water: The current roof system andlor deck of the building may not drain 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 tha life exppctancy 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. 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. Perimaterledge walls or other roof extensions may block this discharge if overflow scuppars (wall outlets) are not provided. It may be necessary to install overflow scuppers accordance with the Florida Building Code, Sectigns 4402; 4103 and 4413. - AX(- 7. Ventilation-. Most roof structures should have 54.0 ability to vent natural airflow Through the interior of the structural assembly (the building ltself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. LM4 �.i�.�•� Contractors Signature Q ner's/ ent's Signature Date MIAMI DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Sheet, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamldade.eov/economv CertainTeed Corporation 1400 Union Meeting Road, P.O. Boz 1100 Blue Bell, PA 19422-0761 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section 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 Miami -Dade County Product Control Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: CertainTeed Modified Bitumen Roofing Systems over Wood Decks. • • •' 0 . 0066 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, cityr, state and:W)Ahing statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. 6.6 000690 RENEWAL of this NOA shall be considered after a renewal application has been filed and t4WA s been►ao c6nge fthi d t •••• • 0000.. 0000.. 0000.. 0000. m the applicable btuldtng code negatively affecting the performance o s pro uc . 000 • • • • • 00 • • • • 0000.. TERMINATION of this NOA will occur after the expiration date or if there has been a revis ion q� phange in the • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsDmdhtbf any6product, • • • • • • 6 0000 for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to rwomply witht�ny section ; 6 6 6 6 of this NOA shall be cause for termination and removal of NOA. • • • • 66 • 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#13-0204.03 and consists of pages 1 through 16. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0224.03 tdIAMbDADE COU1VT1f Expiration Date: 06/19/19 APPROVEDI Approval Date: 04/10/14 Page 1 of 16 ROOFING SYSTEM APPROVAL Cateeory Roofing Sub-Cateevry: Modified Bitumen Material: APP/SBS Deck Type: Wood Maximum DesignPressure: -60 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description All Weather/Empire Base 36" x 65'l 0"; ASTM D 4601 Type Asphalt coated, fiberglass reinforced Sheet Roll weight: 86 lbs. II base sheet (2 squares) UL Type 15 Flex-I-GlasT Base Sheet 36" x 98'9"; Roll ASTM D 4601, Type Modified Bitumen coated fiberglass weight: 90 lbs. II base sheet. (3 squares) UL Type G2 Flex-I-G1asTM FR Base Sheet 39 3/g" x 50; Roll ASTM D 6163, Modified Bitumen coated fiberglass weight: 90 lbs. Grade S, Type I base sheet. (1.5 squares) Flintglas® Ply Sheet Type IV 36" x 1647"; Roll ASTM D 2178 Type Fiberglass, asphalt impregnated ply or VI weight: 40/55 lbs. W or VI sheet. (5 squares) UL Type GI • • Flintlastic STA 39 3/8' x 33'; Roll ASTM D 6222, Smooth surfiwZAPP Modipo. weight: 90 lbs. Grade S, Type II Bitumen mennbrqwwith tion -woven "' • • (1 square) polyester matfeWdreement for torch • • • • • application.."". • • • • • • • ••••• Flintlastic GTA, GTA -FR 39 3/s" x 33'3"; Roll ASTM D 6222, •••• Granule surfac" APP Modified; ' •"' • weight: 105 lbs. Grade G, Type II Bitumen membrane with ndif-Wb**ien "' �:• (1 square) polyester mat;thPicement for torch • application. :800:9 Flintlastic GMS, 39 3/8" x 34'2"; Roll ASTM D 6164, • Granule surfaced $FSS Mo7"'0.6 ...... GMS Premium weight: 100/105 lbs. Grade G, Type II Bitumen membrane with noii'wofen (1 square) polyester mat reinforcement for mop application. Flintlastic FR, 393/8,, x 34'2"; Roll ASTM D 6164, Fire resistant, granule surfaced SBS FR -P Premium weight: 105 lbs. Grade G, Type I Modified Bitumen Membrane with (1 square) non -woven polyester mat reinforcement for mop application. Flintlastic FR Cap Sheet 39 3/8' x 342"; Roll ASTM D 6163, Fire resistant, granule surfaced SBS weight: 90 lbs. Grade G, Type I Modified Bitumen membrane with (1 square) fiberglass mat reinforcement for mop applications. NOA No.: 14-0224.03 rnaraatnEcourtnr Expiration Date: 06/19/18 JAPPROVEDI Approval Date: 04/10/14 Page 2 of 16 TRADE NAVIES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Flintlastic FR Cap T 39-3/8" x 34'2"; Roll ASTM D6163 Granule surfaced SBS Modified weight: 811bs. Bitumen membrane with fiberglass (1 square) mat reinforcement for torch application. Flintlastic FR Base T 39-3/8" x 33'; Roll ASTM D6163 Modified Bitumen, coated fiberglass Weight: 81lbs. base sheet for torch application. (1.0 squares) Flintlastic FR Cap CoolStar 393/8,, x 34'2"; Roll ASTM D 6163 Fire resistant, granule surfaced SBS weight: 90 lbs. Modified Bitumen membrane with (1 square) fiberglass mat reinforcement for mop applications. Covered with reflective CoolStar Coating. Flintlastic FR Cap T CoolStar 39 3/g' x 34'2"; Roll ASTM D 6163 Fire resistant, granule surfaced SBS weight: 90 lbs. Modified Bitumen membrane with (1 square) fiberglass mat reinforcement for mop applications. Covered with reflective CoolStar Coating. Flintlastic GTA, GTA FR 39 3/8" x 33'3"; Roll ASTM D 6222 Granule surfaced APP Modified CoolStar weight: 105 lbs. Bitumen membrane with non -woven (1 square) polyester mat reinforcemeiit'IN torch application. rovgted with 18ilective CoolStar Coating. ' :000:0 Flintlastic GMS/GMS 39 3/g' x 3412"; Roll ASTM D 6164 •....• - Granule surfamd$13S Modified Premium CoolStar weight: 1001105 tbs. Bitumen membme.with rt&vUen (1 square) polyester mat rttiftbrceme$t for mop application. CHM2 withl •' 1*0- ve CoolStar Coag;; . Flintlastic FR-P/FR P Premium 39 3/8" x 34'2"; Roll ASTM D 6164 . Fire resistant, granule surf$c. ASBS CoolStar weight: 105 lbs. Modified Bit*enMembrbe with (1 square) non -woven pollester mat • reinforcement for mop application. Covered with reflective CoolStar Coating. Covered with reflective CoolStar Coating. Ultra Poly SMS 36" x 64'4" ASTM D 6164, Smooth surfaced SBS Modified (2 squares) Grade S, Type I Bitumen Membrane with non -woven polyester mat reinforcement for mop applications. NOA No.: 14-0224.03 rue►r�NnapE courmc Expiration Date: 06/19/18 !APPROVED! Approval Date: 04/10/14 Page 3 of 16 It .? GlasBaseTh1 Base Sheet 36" x 98'9"; Roll weight: 69 lbs. (3 squares) PoIySMS Base Sheet 393/8,, x 644"; Roll weight: 90 lbs. (2 squares) Yosemite® Buffer Base Sheet 36" x 32'10"; Roll weight: 90 lbs. (1 square) Black DiamondTm Base Sheet 36" x 687"; Roll weight: 78 lbs. (2 squares) APPROVED INSULATIONS: Product Name FlintBoard ISO ACFoam -11 High Density Wood Fiberboard Perlite Insulation DensDeck, DensDeck Prime H -Shield ENRGY 3, ENRGY 3 25 PSI Multi -Max FA -3 ASTM D 4601 Asphalt coated, fiberglass base sheet. UL Type G2 ASTM D 4601, Modified Bitumen coated polyester Grade S, Type H base sheet. UL Type G2 Product ASTM D 3909 Mineral Surfaced fiberglass reinforced ASTM D 4897 buffer sheet. UL Type 30 SSSS ASTM D 1970 Self -adhering fiberglass reinforced Georgii I'abi$c Gypsum WC modified bitumen base sheet TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation APPROVED FASTENERS: (With Current NOA) TABLE 3 Fastener Product Product Number Name Description 1. None NIA Manufacturer (With Current NOA) CertainTeed Corporation Atlas Roofmg Corporation Generic Soso Generic • SSSS • SSSS Georgii I'abi$c Gypsum WC HMM*Vanels LLC SSSS.. 00.00. • SSSS.. Johns�tlanville V-0jV: • gating, j�LC . RMk � • SSSS. 0.:0-0 • '0.'.: 0....5 0.• • SSSS . . 0 0 . . .0000. SSSS.. • 0.000. ' • 0• . Na$ufa; Dimensions (With Current* OA) None N/A NOA No.: 14-0224.03 rnar�aou►pECo MY Expiration Date: 06/19/18 JAPPROVEDI Approval Date: 04/10/14 Page 4 of 16 4 EVIDENCE SUBItif [ITED: Test Aaency/Identifier Name Re ort Date Factory Mutual Research Corp. FMRC 4470 J.L 3Y8A1.AM 03/23/96 FMRC 4470 J.I.OD3A3.AM 04/04/97 FMRC 4470 J.I.2DOAO.AM 12/23/98 FMRC 4470 J.I. 1D7A4.AM 11/09/98 Underwriters Laboratories, Inc. UL 790 R11656 01/11/13 United States Testing Company ASTM D 5147 97457-4 06/03/88 ASTM D 5147 97-457-2R 12/02/87 Momentum Technologies, Inc. ASTM D 4601 AX31G8D 09/05/08 ASTM D6164 AX31 G8F 06/05/09 ASTM D6222 AX31G8G 06/05/09 ASTM D 3909/ D 4897 AX31G8C 09/05/08 TrinitylERD TAS 114(J) #3504.06.01-1 06/05/01 TAS 117 (B) 3503.10.06 10/10/06 TAS 117 (B) 06490.04.07-R1 06/27/07 TAS 114 (H) Letter 04/05/06 TAS 114 3533.01.06 01/06/06 TAS 114 3521.07.04 07/29/04 TAS 117 (B)/ ASTM D 6862 C8500SC.11.07 11/30/07 TAS 114 C8370.08.08 08/19/08 ASTM Physical Properties C10080.09.08 -R4 03/25/10 ASTM D6164/134798 C31410.01.11-2 QvIVI1 ASTM D4601 C40050.09.12.0 .' . 09/2$712 ASTM D1970 C40050.09.12-2" (jW9.9 l'2 ASTM 135147/134798 C31410.10.10-111 •• 11/0,1/12 ASTM D5147/134798 C31410.01.11 -1-C. ld/01,.12 ASTM D4798 C31410.01.11-2A'9d..' OHM ASTM D4798 C31410.12.13.....• gfovl$ ASTM D6222 C40050.12.13• • • • • 12f VIS PRI Construction Materials ASTM! 136163 CTC -032-02-0j**••: 03/22/®8 Technologies LLC ASTM 136163 CTC -066-02-01. • 0A%9/11 ASTM D6164 CTC -068-02-0f • • 00911t ASTM D6222 CTC -070-02-01 08/%/1 i ASTM D6164/134798 CTC -093-02-01 08/09/11 ASTM D2178 CTC -122-02-01 03/13/12 ASTM D2178 CTC -123-02-01 03/13/12 ASTM D4601 CTC -127-02-01 03/13/12 ASTM D6163 CTC -128-02-01 06/11/12 ASTM D6163 CTC -129-02-01 06/11/12 ASTM D6164 CTC -132-02-01 06/11/12 ASTM D6164 CTC -162-02-01 05/09/13 ASTM D6164 CTC -161-02-01 05/09/13 ASTM D6162 CTC -183-02-01 10/02/13 ASTM D6164 CTC -190-02-01 12/02/13 NOA No.: 14-0224.03 rna►ti�•o�E couNrr Expiration Date: 06/19/18 Approval Date: 04/10/14 Page 5 of 16 APPROVED ASSEMBLIES: Membrane Type: APP Modified Deck Type 1I: Wood, Insulated Deck Description: 19/32" or: greater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened; all layers of insulation adhered with approved asphalt. All General and System Limitations apply. Anchor Sheet: One ply of All Weather/Empire Base Sheet, Glas Base or Flintglas Premium Ply Sheet (Type VI) mechanically attached as detailed below. Fastening: Anchor sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 811o.c. in the lap and three rows staggered in the center of the sheet 8"o.c. One or more layers of any of the following insulations. Insulation Laver Insulation Fasteners Fastener able 3 Density/ft' ACFoam-II, Multi -Mag FA -3, ENRGY 3, F intBoard ISO, H -Shield Minimum 1.5" thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and ata rate of 2040 lbsJ100 fe. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a seg6AQ9ayer of approved top layer insulation installed as the final membrane substrate. Composite igsulgtjpn pantls'may be .... • • • used as a top layer placed with the polyisocyanurate side facing down. " ' sees** .966.9 690.0. 6666.. Base Sheet: One ply of Black Diamond Base Sheet self -adhered.- 6666.. • 6 666.. 6666 6999. Ply Sheet: (Optional) One ply of All Weather/Empire Base Sheet, Ultra Poly SMSA, lw*Base,1leli-I•Glas Base, Flex -I Glas FR Base or Poly SMS or one or more plies of Flintglas•hySheet (Type N) or 6666.. • Flintglas Premium Ply Sheet (Type VI) adhered in a full mopping of appd*%asphalt applied .... ; within the EVT range and at a rate of 20-401bsJsq. or one ply of Black Diamond Ba;e f t►eet self -adhered or Flintlastic STA torch adhered.• • ; . 669 : 0 0 0 • • •o 69 • Membrane: Flintlastic GTA, Flintlastic GTA CoolStar, Flintlastic GTA -FR or GTA -FR CoolStar torch adhered to base or ply sheet. Surfacing: (Optional) Any coating, listed below, used as a surfacing, must be listed within a current NOA. Install one of the following: 1. 400-1b./sq. gravel or 300-1b./sq. slag in a flood coat of approved mopping asphalt at an application rate of 601b./sq. 2. Karnak (#97 AF) Fibrated Aluminum Roof Coating, FlintCoat A- 150, APOC #212 Fibrated Aluminum Roof Coating at an application rate of 1 1/2 gal. /sq. Maximum Design -52.5 psf (See General Limitation #7) Pressure. NOA No.: 14-0224.03 rw►M- M Y Expiration Date: 06/19/18 APPROVED Approval Date: 04/10/14 Page 6 of 16 Membrane Type: SBS Modified Deck Type 1I: Wood, Insulated Deck Description: 19/32' or greater plywood or wood plank System Type A(2): Anchor sheet mechanically fastened; all layers of insulation adhered with approved asphalt. All General and System Limitations apply. Anchor Sheet: One ply of All Weather/Empire Base Sheet, Glas Base or Flintglas Premium Ply Sheet (Type VI) mechanically attached as detailed below. Fastening: Anchor sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8"o.c. in the lap and three rows staggered in the center of the sheet 8"o.c. One or more layers of any of the following insulations. Insulation Laver Insulation Fasteners Fastener able 3 Densi /ftz ACFoam-II, ENRGY 3, ENRGY 3 25 PSI, FlintBoard ISO, H -Shield Minimum 1.5" thick N/A N/A Approved Perlite Minimum'/" thick N/A N/A egos Approved High Density Wood Fiberboard Minimum %11 thick N/A •.' •`W; 0000.. 0000•• • DensDeck, DensDeck Prime • Minimum 1/a" thick N/A 000000 • VA. 0000 • Note: All insulation shall be adhered to the anchor sheet in full mopping of approved ho#aVbglt within thl EVT range and at a rate of 2040 lbsJ100 fe. Please refer to Roofing Application Standald RAS 117 fo0r000• insulation attachment. Insulation listed as base layer only shall be used only as base layeds'ah; a secgnd lgyer of approved top layer insulation installed as the final membrane substrate. Composite iniulagon pantVVaiy be used as a top layer placed with the polyisocyanurate side facing down. • • • Base Sheet: One ply of All Weather/Empire Base Sheet, Ultra Poly SMS, Glas Base, Flex -I Glas Base, Flex - I Glas FR Base or Poly SMS base adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq Ply Sheet: (Optional) One or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or one ply of Black Diamond Base Sheet (for use with a torched cap sheet only) self -adhered. 0000.. 0000.. •••••• 0000. 0000. •••••• 0' •••••• .0000. 0 • NOA No.: 14-0224.03 a�ar�unaue eou� n Expiration Date: 06/19/18 JAPPROVED1 Approval Date: 04/10/14 Page 7 of 16 !• Membrane: One ply of Flintlastic GMS, Flintlastic GMS CoolStar, Flintlastic Premium GMS, Flintlastic Premium GMS CoolStar, Flintlastic FR -P, Flintlastic FR -P CoolStar, Flintlastic Premium FR- P, RP, Flintlastic Premium FRP CoolStar, Flintlastic FR Cap sheet, Flintlastic FR Cap Sheet CoolStar adhered to base/ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbs./sq. or Flintlastic FR Cap T or Flintlastic FR Cap T CoolStar torch adhered to base/ply sheet. Surfacing: (Optional) Any coating, listed below, used as a surfacing, must be listed within a current NOA. Install one of the following: 1. 4004b./sq. gravel or 300-1b./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq. 2. Karnak (#97 AF) Fibrated Aluminum Roof Coating, FlintCoat A-150, APOC #212 Fibrated Aluminum Roof Coating at an application rate of 1 %2 gal. /sq. Maximum Design Pressure: -52.5 psf (See General Limitation #7) fees 000:• • feet•• •••••• •••••• •teff• • ••00• • • e •0• •!0•i • 0 •ff• •• • • 0000 • • •fee• 00*0 e • •••0• • •• f• •• •• 000•00 • e • : 0 0 0.0000 • •0000• 00 0 NOA No.: 14-0224.03 raAriana�E Courrnr Expiration Date: 06/19/18 "1APPROVED1 Approval Date: 04/10/14 Page 8 of 16 t. Membrane Type: Deck Type 11: APP Modified Wood, Insulated Deck Description: N inimum t9/32" thick plywood attached using approved nails spaced 4" o.c. at wood joists spaced maximum 24" o. c. System Type A(3): Anchor sheet mechanically fastened; all layers of insulation adhered with approved asphalt. All General and System Limitations apply. Anchor Sheet: One ply of All Weather/Empire Base Sheet, GlasBase or Flintglas Premium Ply Sheet (Type VI) mechanically attached as detailed below. Fastening: Anchor sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 811o.c. in the lap and three rows staggered in the center of the sheet 8"o.c. One or more layers of any of the following insulations. Insulation Laver Insulation Fasteners Fastener able 3 Density/f—e ACFoam-II, Multi -Mag FA -3, ENRGY 3, FlintBoard ISO, H -Shield Minimum 1.5" thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 fe. Please refer to Roofing Application Standard RAS 117 for insulation attachment: Insulation listed as base layer only shall be used only as base layers with a secE$$9ayer *see of approved top layer insulation installed as thermal membrane substrate. Composite i S �uldh on panes Vinay be . • used as a top layer placed with the polyisocyanurate side facingdown. •""' ...... Base: One ply of Black Diamond Base Sheet self -adhered. ...... 0*000 • ..... Ply Sheet: (Optional ) One ply of All Weather/Empire Base Sheet, Ultra Poly SMS,6@;Base,.P1e4-1 Glas Base, Flex I Glas FR Base or Poly SMS base or one or more plies of Flk tgtd5 Ply Sh8& (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered in a full moppinl'dtroved asphalt ....;. applied within the EVT range and at a rate of 2040 lbs./sq. or one ply o� Black Diatjend%se Sheet self -adhered or Flintlastic STA torch adhered. 00 ' Membrane: Flintlastic GTA, Flintlastic GTA CoolStar, Flintlastic GTA -FR or GTA -FR CoolStar torch adhered to base or ply sheet. Surfacing: (Optional) Any coating, listed below, used as a surfacing, must be listed within a current NOA. Install one of the following: 1. 400-1b./sq. gravel or 300-1b./sq. slag in a flood coat of approved mopping asphalt at an application rate of 601b./sq. 2. Karnak (#97 AF) Fibrated Aluminum Roof Coating, FlintCoat A-150, APOC #212 Fibrated Aluminum Roof Coating at an application rate of 1 %Z gal. /sq. Maximum Design Pressure: -60 psf. (See General Limitation #7) NOA No.: 14-0224.03 Mte►taFe cow�mr Expiration Date: 06/19/18 Approval Date: 04/10/14 Page 9 of 16 Membrane Type: Deck Type II: SBS Modified Wood, Insulated Deck Description: Minimum 19/32" thick plywood attached using approved nails spaced 4" o.c. at wood joists spaced maximum 24" o. c. System Type A(4): Anchor sheet mechanically fastened; all layer of insulation adhered with approved asphalt. All General and System Limitations apply. Anchor Sheet: One ply of All Weather/Empire Base Sheet, GlasBase or Flintglas Premium Ply Sheet (Type VI) mechanically attached as detailed below. Fastening: Anchor sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8"o.c. in the lap and three rows staggered in the center of the sheet 8"o.c. One or more layers of any of the following insulations. Insulation Laver Insulation Fasteners Fastener able 3 Density/f-' ACFoam-II, ENRGY 3, ENRGY 3 25 PSI, FlintBoard ISO, H -Shield Minimum 1.5" thick N/A N/A Approved Perlite Minimum %" thick N/A N/A Approved High Density Wood Fiberboard Minimum %" thick N/A N/A DensDeck, DensDeck Prime • • • • Minimum 1/4" thick N/A • • • • Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hotbaspbalt within the EVT range and at a rate of 2040 lbs./100 ft2. Please refer to Roofing Application Standard RAS 117 for' : • • • • insulation attachment. Insulation listed as base layer only shall be used only as base laye %*M a se �aad�ayer • •.• of approved top layer insulation installed as the final membrane substrate. Composite iniffition pangls nVy be..:..' used as a top layer placed with the polyisocyanurate side facing down. • • : :' -of**: • • • • ; • Base Sheet: One ply of All Weather/Empire Base Sheet, Ultra Poly SMS, Glas Basi Fllsx0 G1as:Bas� , Flex- • • • • •' I Glas FR Base or Poly SMS base adhered in a full mopping of approved asAalt applied within :.... the EVT range and at a rate of 20-40 lbs./sq • • •' : • : • •• • Ply Sheet: (Optional) One or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. or one ply of Black Diamond Base Sheet (for use with a torched cap sheet only) self -adhered. NOA No.: 14-0224.03 Expiration Date: 06/19/18 Approval Date: 04/10/14 Page 10 of 16 Membrane: One ply of Flintlastic GMS, Flintlastic GMS CoolStar, Flintlastic Premium GMS, Flintlastic Premium GMS CoolStar, Flintlastic FR -P, Flintlastic FR -P CoolStar, Flintlastic Premium FR- P, RP, Flintlastic Premium FRP CoolStar, Flintlastic FR Cap sheet, Flintlastic FR Cap Sheet CoolStar adhered to base/ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbs./sq. or Flintlastic FR Cap T or Flintlastic FR Cap T CoolStar torch adhered to base/ply sheet. Surfacing: (Optional) Any coating, listed below, used as a surfacing, must be listed within a current NOA. Install one of the following: 1. 400-Ib./sq. gravel or 300-1b./sq. slag in a flood coat of approved mopping asphalt at an application rate of 601b./sq. 2. Karnak (#97 AF) Fibrated Aluminum Roof Coating, FlintCoat A-150, APOC #212 Fibrated Aluminum Roof Coating at an application rate of 1 '/z gal. /sq. Maximum Design Pressure: -60 psf. (See General Limitation #7) •666 0000 0000.. 0000.. 0606.0 0000.. • 0000.. 0000.. ' • 0000 0000.. • 0000. 666 .• 0 6 • 0000. •6666• � • • • ' •• •• 666.6• •6666• 6 • • • • 0666 6• •66666 • 6 • • •6666•• •�•• • 666 6 6 NOA No.: 14-0224.03 MfAMhQADE COUNT1f Expiration Date: 06/19/18 "!APPROVEDI Approval Date: 04/10/14 Page 11 of 16 r Membrane Type: APP Modified Deck Type 1I: Wood, Non -Insulated Deck Description: 19/32" or greater plywood or wood plank System Type E(1): Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: One ply of All Weather/Empire Base Sheet, Glas Base or Flintglas Premium Ply Sheet (Type VI) mechanically attached as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8"o.c. in the lap and three rows staggered in the center of the sheet 8"o.c. Ply Sheet: (Optional ) One ply of All Weather/Empire Base Sheet, Ultra Poly SMS, Glas Base, Flex -I Glas Base, Flex -I Glas FR Base or Poly SMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or one ply of Black Diamond Base Sheet self -adhered or Flintlastic STA torch adhered. Membrane: Flintlastic GTA, Flintlastic GTA CoolStar, Flintlastic GTA -FR or GTA -FR CoolStar torch adhered to base/ply sheet. Surfacing: (Optional) Any coating, listed below, used as a surfacing, must be listed within a current NOA. Install one of the following: 1. 400-1b./sq. gravel or 300-1b./sq. slag in a flood coat of approved mopping asphalt at an application rate of 601b./sq. 2. Karnak (#97 AF) Fibrated Aluminum Roof Coating, FlintCoat A-150, APOC #212 Fibrated Aluminum Roof Coating at an application rate of 1 1/2 gal. /sq Maximum Design 0000 • • • • • • • • • Pressure: -52.5 psf. (See General Limitation #7) .. 0000.. • • 0000.. 0000.. •66666 0000.. 0000 0000.. • 0000. 0000 0606. 0000.. • 0000 0000.. 0000.. 0000.. .0060. NOA No.: 14-0224.03 hegMF , . , e ! Expiration Date: 06/19/18 Approval Dates 04/10/14 Page 12 of 16 Membrane Type: Deck Type 1I: SBS Modified Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank System Type E(2): Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: One ply of All Weather/Empire Base Sheet, Glas Base or Flintglas Premium Ply Sheet (Type VI) mechanically attached as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8"o.c. in the lap and three rows staggered in the center of the sheet 8"o.c. Ply Sheet: (Optional ) One ply of All Weather/Empire Base Sheet, Ultra Poly SMS, Glas Base, Flex -I Glas Base, Flex -I Glas FR Base or Poly SMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. or one ply of Black Diamond Base Sheet self -adhered or Flintlastic STA torch adhered. Membrane: One ply of Flintlastic GMS, Flintlastic GMS CoolStar, Flintlastic Premium GMS, Flintlastic Premium GMS CoolStar, Flintlastic FR -P, Flintlastic FR -P CoolStar, Flintlastic Premium FR -P, Flintlastic Premium FR -P CoolStar, Flintlastic FR Cap Sheet, Flintlastic FR Cap Sheet CoolStar adhered to ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbs./sq. or Flintlastic FR Cap T or Flintlastic FR Cap T CoolStar torch adhered to ply sheet. Surfacing: (Optional) Any coating, listed below, used as a surfacing, must be listed within a current NOA. Install one of the following: 0000 1. 400-1b./sq. gravel or 300-1b./sq. slag in a flood coat of approved mopping asp}%t an 0000.. application rate of 60 lb./sq. go.* : 9 0' . 2. Karnak (#97 AF) Fibrated Aluminum Roof Coating, FlintCoat.EjjA0. APdC 71M • •"" Fibrated Aluminum Roof Coating at an application rate of 1 %z g" -sq:.. • : 9 9 9 9 9090 • • 0000.. 0000. Maximum Design • • • • • • 0000. Pressure: -52.5 psf. (See General Limitation #7) • • 000'0: 0000.. 0000•• • . • • • . 0000•• • • 0000•• � • . • • • •0009 • • • • 999 • • •• • . . • NOA No.: 14-0224.03 MwMtianoEcourmr Expiration Date: 06/19/18 JAPPROVED! Approval Date: 04/10/14 Page 13 of 16 Membrane Type: APP Modified Deck Type 1I: Wood, Non -Insulated Deck Description: Minimum 19/32" thick plywood attached using approved nails spaced 4" o.c. at wood joists spaced maximum 24" o. c System Type E(3): Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: One ply of All Weather/Empire Base Sheet, GlasBase or Flintglas Premium Ply Sheet (Type VI) mechanically attached as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8"o.c. in the lap and three rows staggered in the center of the sheet 8"o.c. Ply Sheet: (Optional) One ply of All Weather/Empire Base Sheet, Ultra Poly SMS, Glas Base, Flex -I Glas Base, Flex -I Glas FR Base or Poly SMS or one or more Flintglas Ply Sheet (Type 1V) or Flintglas Premium Ply Sheet (Type VI) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or one ply of Black Diamond Base Sheet self -adhered or Flintlastic STA torch adhered. Membrane: Flintlastic GTA, Flintlastic GTA CoolStar, Flintlastic GTA -FR or GTA -FR Cool5tar torch adhered to base/ply sheet. Surfacing: (Optional) Any coating, listed below, used as a surfacing, must be listed within a current NOA. Install one of the following: 1. 4004b./sq. gravel or 300-ib./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 Ib./sq. 2. Karnak (#97 AF) Fibrated Aluminum Roof Coating, FlintCoat A-150, APOC #212 Fibrated Aluminum Roof Coating at an application rate of 1 1/i gal. /sq • • • • • • 0000 0000.. Maximum Design • • • • • • • • 0 0 0 0.0 Pressure: -60 psf. (See General Limitation #7) j 0.0 0• 0 0000.. 0000.. 0000 000000 • 0000. 00000. • 0 0000. 000. • • 00 .0 0000.. 0000.. 0 . • 0000.. 0000•.. • 000000 ••0. 0 0 0 0 000 . . 00 0 NOA No.: 14-0224.03 heaM►ouweCougar Expiration Date: 06/19/18 "' • ' Approval Dates 04/10/14 Page 14 of 16 Membrane Type: SBS Modified Deck Type 1I: Wood, Non -Insulated Deck Description: Minimum 19/32" thick plywood attached using approved nails spacers 4" o.c. at wood joists spaced maximum 24" o. c System Type E(4): Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: On—� of All Weather/Empire Base Sheet, G1asBase or Flintglas Premium Ply Sheet (Type VI) mechanically attached as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8"o.c. in the lap and three rows staggered in the center of the sheet 8"o.c. Ply Sheet: (Optional ) One ply of All Weather/Empire Base Sheet, Ultra Poly SMS, Glas Base, Flex -I Glas Base, Flex -I Glas FR Base or Poly SMS or odor more plies o lintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered in a full mope' of a roved asphalt avolied within the EVT range and at a rate of 20 or one ply of Black Diamon Base Sheet se - er corc ere . Membrane: One ply of Flintlastic GMS, Flintlastic GMS CoolStar, Flintlastic Premium GMS, Flintlastic Flintlastic FR -P, Flintlastic FRP CoolStar, Flintlastic Premium FR -P, Premium GMS CoolStar,o Flintlastic Premium FR -1U �`lintlastic FR Cap Sheet, Flintlastic FR Cap Sheet CoolStar o S , adhered to ply sheet with approved mo�ingasphhall:t;a lied withinthe EVT range and at a rateof o s. sq. or astnc R CaF mtlic FR Cap oo Star torch adhered to ply sheet. Surfacing: (Optional) Any coating, listed below, used as a surfacing, must be listed within a wment NOA' •' :' Install one of the following: ` • • • :666:6 • 6666.. 1. 400-1b./sq. gavel or 300-Ib./sq. slag in a flood coat of approve&.Mpping asphalt at an application rate of 60 lb./sq. 000000 2. Karnak (#97 AF) Fibrated Aluminum Roof Coating, F1intCod't'R'150, AtOO W212 Fibrated Aluminum Roof Coating at an application rate of 1 %z gai `isq 00:000 6 .:a . . • 6666 666600 66 69 • Maximum Design • s Pressure: -60 psf. (See General Limitation #7) 0 :69009 9 000000 •••• 0 0 696 6 6 . .go 0 NOA No.: 14-0224.03 Muu�1.Drpf courrnr Expiration Date: 06/19/18 " • ' Approval Date: 04/10/14 Page 15 of 16 WOUD DECK SYSTEM' LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIlmTATIUNS: 1. 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 first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 41 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 side lap 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 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 121bsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 pst; 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 2751bf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 Ibf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof` Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and earner areas shall comply with the enhanced uplift pressure requirements of these arena.• Fastener densities shall be increased for both insulation and base sheet as calculated in con►pliancee� Roojrhr:• Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida mgisteO" ptofessional • Engineer, Registered Architect, or Registered Roof Consultant (When this limitat1dd:0*spec1$ieally referled ... ...... within this NOA, General Limitation #9 will not be applicable.) ...• 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shiltbii%rm to.... Roofing Application Standard RAS 111 and applicable wind load requirements. • • •, • • • • • 9. The maximum designed pressure limitation listed shall be applicable to all roof pressurpAet (i.e. fieW e • "*0*:* perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted£or chanced fastening at• • • enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitandn is sorw Bally • referred within this NOA, General Limitation #7 will not be applicable.) ; .'. • . • • ;"": 10. All products listed herein shall have a quality assurance audit in accordance with the FloAtia. $uildingrqodo and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 14-0224.03 M1AM. DADE$OUNfY Expiration Date: 06/19/18 Page 16 of 16 09%16/2013 12:00 FAX 3057518579 TGF'U.R11656 - Roofing Systems Class A - Fully Adhered In lieu of any membrane or membrane/surfacing shown below, "Flintlastic Ultra Poly SMS", covered with gravel, may be uillized. 1. Deck. NC Incline: 1 Q0001/0002 Page 1 of 2 Vapor Retarder (Optional): — Type G2 "Glasbase" base sheet or Ut. Classified vapor retarder. Insulation (Optional): — One or more layers or combination of ttia following: UltraGard Premier, polylsocyanurate, perlite, glass fiber or wood fiber Insulation. Base Sheet: — One layer Type G2 "Glasbase" base sheet. Membranes — One layer "Flintlastic GTA (-3/4 sq or -1 sq), GTS" (modified bitumen), heat fused or "Flintlastic GMS", hot mopped. Surfacing: — APOC "No. 212 Fibrated Aluminum", at 1-1/2 gal. 100 sq/R. 2. Deck: NC Incline; 3/4 Vapor Retarder (Optional): — Type G2 "Glasbase" base sheet or UL Clesslfled vapor retarder. Insulation (Optional): — One or more layers or combination of the following: Ultragard Premier, potylsocyanurate, perlite, glass fiber or wood fiber Insulation. Base Sheet: — One layer of Type G2 "Glasbase" base sheet. Membrane: — One layer of "Flintlastic STA (modified bitumen), heat fused. Surfacing: — Karnak "No. 97 Flbrated Aluminum", at 1-1/2 gal. per 100 sq/ft, 3. Deck: C-15/32 Incline: 1/2 insulation (Optional): — Schuller International "UltraGard Premier", polyisocyanurate, wood fiberboard, perlite, fiberglass, ISocyanurate, any thickness. Base Sheet: — One or more plies of "Glasbase", hot mopped or mechanically fastened. Membrane: — One ply of "Flintlastic FR" (modified bitumen), hot mopped in place. 4. Decks NC Incline: 1/2 Insulation: — Polyisocyanurate, glass fiber, perlite, wood fiber, hot mopped or mechanically fastened, any thickness. Base Sheet: — Type G2, mechanically fastened or hot mopped. Membrane: — "FiintlastlC GTA or STA", heat fused. Surfacing: — Henry Co. "Henry 520 Aluminum", applied at 1-1/2 gal/sq. S. Docks NC Incline: 1/4 6666 Insulation (Optional): -- Glass fiber, perlite or wood fiber board. • • • • • • • • Ply Sheet: — Type G2, mechanically fastened. • • • • • Membrane: — "Fllntlastic STA", "Flintlastic STA Plus", "GTA", "GTA Black Diamond" or "GTA White Diamond"!tnefu:ed. • • • • r r Surfacing: — Karnak Chemical Corp. "Karnak ak No. 97", 1 gallsq. : • • • •" 669.46 6666•• 6. Deck: NC Incline: 1• • 6666 ••••6• • • • • 6666 • 9 •4•• • • insulation: — Polylsocyanurate, glass fiber, perlite, wood fiber, mechanically fastened or adhered with hot rojIn9 jalghalt, anythickness. • • • • • Base Sheet: — Type G2, mechanically fastened or adhered with hot roofing asphalt. • •• �' • ; • 4 • • • • Membrane: — "Flintlastic GMS", "GMS Premium", adhered wlth hot roofing asphalt. • • • • 0' Surfacing: — Karnak Chemical Corp. "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating", 2-1/2 gal/sq. 6 6 • • • • • • • ' •699.4 7. Deck: C-15/32* Inclines 1 • • ' • • • • • • *All joints blocked with 2xWs. • h insulation: — Glass fiber, perlite, 3/4 in. min, joints in Insulation must be offset 6 In. from joints in deck, mechanically fastened. Base SheeL, — Type G2, mechanically fastened or adhered with hot roofing asphalt. moi' Membrane: — "Ilintlastic GMS", adhered with hot roofing asphalt. Surfacing: -- Karnak Chemical Corp. "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating", 2-1/2 gal/sq. 8. Deck., NC Incline: 1/2 Insulation: — Polyisocyanurate, glass fiber, perlite, wood fiber, mechanically fastened or adhered with hot roofing asphalt, any thickness. Base Sheet: -r Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: — "Flintlastic STA", "Flintlastic STA Plus", "GTA", "GTA Black Diamond" or "GTA White Diamond", heat fused in place. Surfacing: — Karnak Chemical Corp. "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating", 3 gat/sq. 9. Decks NC inallne: i http://database.ul.comlcgi-biiilXYVItemplatelLISEXTII FR.A.MElshowpage.litml?name=T... 9/1612011 09/16/2013 12:01 FAX 3057518579 TGFlj.R11656 - Roofmg Systems 1@ 0002/0002 Page 2 of 2 Insulation (Optional): — Pedite, glass fiber, polyurethane, Isocyanurate, phenolic combination isocyanurate/perlite, polyurethane/perlite or wood fiber, any thickness, hot mopped or nailed. Membrane: — "Flintlastic STA", "GTA", "GTA Black Diamond", "Flintlastic GTA White Diamond", "GMS", "GMS -SM", "GMS Double Coverage" or "GMS Premium", heat fused or hot mopped In place. Surfacing: — Grundy Industries, Inc. "al MB Aluminum Roof Coating" at 1-2 gal/sq. 10. Deck: C-15132 Incline: 1/4 Insulation (Optional): — Any thickness polyisocyanurate, glass fiber or perlite, mechanically fastened, joints in insulation must be offset 6 in. from joints In deck. Base Sheet: — Type G2 base/ply sheet, mechanically fastened or hot mopped. Ply Sheet: — Type G2 base/ply sheet, mechanically fastened or hot mopped. Membrane: — "Flintlastic STA", "Flintlastic STA Plus", "GTA White Diamond" or "GTA Black Diamond". Surfacing: — Grundy's "al MB Aluminum Roof Coating" at I to 2 gaUsq. 11. Deck: NC Incline. 1/2 insulation (optional): — Pgiyisocyanurate, glass fiber, perlite, wood fiber, any combination, any thickness, mechanically fastened. Base Sheet • — ipee-G2-"Flintlastic Base 20", mechanically fastened or adhered with hot roofing asphalt. �i �-z— "Flintlastic FR -P", "Flintlastic Premium FR -P", "Flintlastic FR -Dual Cap" or "Flintlastic FR Cap 30", adhered with hot roofing 12. Deck: C-15/32* *All joints in deck blocked with Incline: 1/2 Insulation (Optional): — Polyisocyanurate, glass fiber, perlite, any Combination, any thickness, mechanically fastened. Base Sheet: — Type G-2, mechanically fastened or adhered with hot roofing asphalt. Membrane: — "Flintlastic FR -P", "Flintlastic Premium FR -P", "Flintlastic FR -Dual Cap" or "Flintlastic FR Cap 30", adhered with hot roofing asphalt. http://database.ul.comlcgi-binIXYVItemplate/LISEXTII FRA.MElshowt)aae.html?name=T... 9/16/9.011 0000 • • 0000 0000•• • • • • 0 • • 0 • 0000•• 0000•• • 040.00 0 •0090: 0000 • • :060:0 • 0000• • 0000 0 0 • 0 0 0000• •444•• • • • • • 4014.0 00 00 •• •• •••4•• • • • • • � • • 000060 a • 44••• • • • • :0044• • •• 0 • • http://database.ul.comlcgi-binIXYVItemplate/LISEXTII FRA.MElshowt)aae.html?name=T... 9/16/9.011 C�UNi StUDING AM NEIGHBORHOOD COMPLIANCE DEPARTINENT (®NC) BOARD AND CODE ADMINISTRATION DIVISION -NOTICE OF ACCEPTANCE Eagle Roofing Products 1575 East CX 470 Suraterville, FL 33585 MIAMI -DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Rooth 208 Miami, Florida 33175-2474 T(786)31,5-2590 F{786) 315-2599 wZMwltamldade. eve /bulId1n SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNCC - Product Control SWOM to be used in Miami Dade County and other areas where allowed by the Authority having Jurisdiction ()• This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (Inamr Dade County) and/or the AHJ (in amass other than Miami Dade County) reserve the right to hal loduct :;or material tested for quality assurance purposes. If this product or material fails to per fo�: aceeplsd manner, the manufacturer wiH incur the expense of such testing and the AHJ may inrmedY'z Oil yoke-" modify, or suspend the use of such product or material within their jurisdiction. BNC reaerue. theght torevalre this acceptance, if it is determined by Miami -Dade County Product Centro! Section that? ptdct or material fails to meet the requirements of the applicable building code. This product is apgd as described herein, and has b�sen designed to comply with the Florida Building Code including the Hrglrepcity Hurricane Zone of the Florida Building Coda.; D O CRWUGN: hfallbu Concrete Tile I L&RnmGt Each =it shall bear a permanent label with the manufactars name or logo, city, state wfd sees ilrllowing statement: "Miami -Dade Coun1W Product Control Approved", unless otherwise nbWhtare n. .` :sees. RENEWAL of this NOA shall be considered after a renewal application has been filed an7l.4 . has ban fro change in the applicable buildiing code negatively affecting the performance of this product..... . sees.. sees • RAMAnON of this NOA will occur after the expiration date or if there has been a reW1WW 4W chaggesin.'the materials, use, andlor-manufacture of the • • e,. product or pracess. Misuse of this NOA as an encltttsementof afi� product, for sales, advertising or any other purposes shall automatically terminate this NOtFMe to comply with any section of this NOA shall be cause for termination and removal of NOA. • • • • • .. sees ADVERTISL+'ltdll`3f: The NOA number preceded by the words Miami -Dade County, F1orAa, and fDIWed 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. INSFECUON: 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 renews NOA #06-0526.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. 407*1_ NOA No :11-0321.01 Nuaro cotnr�nr: Expiration Dates 10/05/16 t Approval Date: 65/12/11 Page l of 7 sees.. ..sees sees.. sees. bosses .' sesoe. .•ease Y a ROOFING ASSEMBLY APPROVAL Cgtegaryi Roofing Sub Categor Roofing Tiles hitterial; Concrete I. SCOPE: This approves a system using Eagle Roofing Products Malibu Concrete Roof Tile, as manufactured by Eagle Roofing Products LLC in Somerville, FL. and described in Section 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 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. P$ODUCT DESCRIPTION: Maned by Test Product Dlmension9 6gNjQglj§Mv DescripAon MARTile 1=17" TAS 112 Low profile, interlocking, high pressure w =12 V211 extruded concrete roof tile equipped with %s" thick three nail hole and double roll ribs: For direct deck or battened nail -on, otrar or adhesive set applications. Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for w = varies use at hips, rakes, -ridges and -valley varying thickness terminations. Manufactured for°each file Profile. .... • GO .• • • • 9999•• 900.0• 4 • 9999•• • 040.44 • . 0 990.09 0400 • • 0 G.•0..99 • • • 0 0••0 .400 0 0 •040•• • 9 • • 9.0 .0 000000 •• ••• •04.4• • •000•• 0 • • 0 ,0 • 9••90• 90.0.0 • • • • 0.•099 GO 0 NOA Noa11-0321.01 rwuaHnnaE coy ry Expiration Date: 10/05/1,6 . • . ApprovidDate: 05/12/11 Page 2 of 7 2.1 EVIDENCE SUBIVIITPED: Test Al ency Test id -elk tlfier PRI Construction Materials PR106178 Technologies Redland Technologies 7161-03 Appendix III Redland Technologies 7161-03 Withdrawal Resistance Testing of screw Appendix II Redland Technologies P0402 The Center for Applied 94-060B Engineering, Inc. The Center for Applied 94-084 Engineering, Inc. Redland Technologies P063I-01 Redland Technologies Letter Dated Aug. 1, 1994 Professional Service 224-47099 Industries, Inc. The Center for Applied 25-7094-1 Engineering, Inc. The Center for Applied 25-7094-7 Engineering, Inc. The Center for Applied 25-7094-4 Engineering, Inc. The Center for Applied Project No. 307025 Engineering, Inc. Test #MDC -76 The Center for Applied 25-7183-1 Engineering, Inc. The Center for Applied 25-7183-2 Engineering, Inc. jr;PPROV[C � Test Name%Reuort Date TAS 112 08/23/06 Static Uplift Testing Dec. 1991 TAS 102 & TAS 102(A) Wind Tunnel Testing Dec. 1991 TAS 108 (Nail -On) Withdrawal Resistance Testing of screw Sept. 1993 vs. smooth shank nails Static Uplift Testing March, 1994 TAS 101 (Adhesive Set) Static Uplift Testing May 1994 TAS 101(Mortar Set) Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) Physical Properties Sept. 1994 TAS 112 Static Uplift Testing Oct. I994 TAS 102 (4" Headlap, Nails, Direct Deck, New Construction)❑ Static Uplift Testing • Oct 1994• • """ • TAS 102 • • (4" Headlap, Nails, Battens) • • • • • ; ...:. • ' • • • • • • • Static Uplift Testing 1994. • • • • • • ..::'Oct. TAS 102 •••••• ••••• (4" Headlap, Nails, Direct Deck,• • • • • • • • : • •' Recover/Reroof) • •' • •' ' • • • • • • • • • Wind Driven Rain ;Oct. 1.994. • • • • • TAS 100 �••••• • Static Uplift Testing • " • 'Feb. 195 • • TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing Feb. 1995 TAS 102 (2 Quik Dr1ve Screws, Battens) NOA Ne.:13-0321.01 R*ratlon Date: JOAW 6 Approval Date: 05/12/11 Page 3 47 The Center for Applied 25-7214-2 Static Uplift Testing March, 1995 Engineering, Inc. 25-7214-6 TAS 102 - 106 may required, refer to applicable building code. 3.3 (1 Quik -Drive Screw, Direct Deck) quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted t V • • • (1 Quik -Drive Screw, Battens) Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998 Testing Services 520109-2 TAS 101 Dec. 1998 Walker Engineering, Inc. Evaluation Two Patty Adhesive Set System April 1999 .o unless stated otherwise by the underlayment material manufacturers publishes 1pFrture. ; • • • • • Calculations 3.6 This acceptance is for wood deck applications. Minimum deck requirementsp"4e in Walker Engineering, Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering, Die. Evaluation 25-7094 February • Calculations • 1996 Walker Engineering, Inc. Evaluation 25-7496 April 19% Calculations Walker Engineering, Inc. Evaluation 25-7584 December Calculations 25-1800-8 19% 25-7804-4 & 5 25-7848-6 Walker 'ng, Inc. Calculatipns Aerodynamic Multiplier Sep. 2006 Walker l§ng. �ering, Inc. - Calculations Restoring Moment Due to Gravity Sep. 2006 3. Lnffmuom 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set file applications, a static f=ield uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted t V • • • the Building Code Compliance Office for review. 0000 0000:0 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Appliclitions: 0: • • • Standards listed section 4.1 herein. • •' • • &• • • • • • 3.5 30/90 hot mopped underlayment applications may be installed 1PendicularISIN roof 91:*see: e • .o unless stated otherwise by the underlayment material manufacturers publishes 1pFrture. ; • • • • • 0 0 0 0 . 3.6 This acceptance is for wood deck applications. Minimum deck requirementsp"4e in • • • • • compliance with applicable building code. 0 0.0 0 • ' • 0 • • 0 • • • • • • .60.00 00 •0000.. 0 0000.. • • 0000.. NOA No. -.1 1-0321.01 MCOUNrym Expiration Date: 10/8V16 Approval Date: OS/LZ/11 Page4of 7 4. INSTALLATION 4.1 Eagle Roofing Products LLC Malibu Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 119, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (VV) and Dimensions (I x w) Tile Profile Weight W (ibf) Length4 (ft) Width -W (ft) Malibu Tile 9.6 1.417 1.04 Table 2: Aerodynamic Multipliers - X I ft Tile Profile a ( ) Batten Application Direct Deck Application Malibu Tile 0.305 0.282 Table 3: Restoring Moments due to GravIty - M ft Ib The Profile 3":12" 4":12" 6":12" 6":1 "' 7":12" or 9rester Malibu Tile Battens Direct Deck 16.66 Battens Direct Deck Battens Direct Deck. Battens Direct Deck Battens Direct Deck 6.30 8.8 1 6.21 6.54 6.08 6.41 6.93 6.25 1 5:77 6.08 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nall -On S kms Tile Fastener Type Direct Deck Direct Deck Battens.. Profile (mint 15132" Plywood) (min.19132" plywood) .. . • . ' • • • • :...: ... • . Malibu Tile 2A Od RIM Shank Nails 27.8 37.4 • • 0@0 28.8 1-10d Smooth or Screw Shank Nall 8.8 11.8 .' 00, 4.1... • • ..' 2-10d Smooth or Screw Shank Nails 16.4 21.9 • • ": 7.1 • • •' " • 1 #8Screw 26.8 25.8 . ' . . 22:9 2 ft Screw 47.1 47.1 49.1• • • • • 1-10d Smooth or Screw Shank Nail Field Cli 24.3 24.3 24.2 • • • 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nall Eave Clip) 2-10d Smooth or Screw 36.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave CU 2-10d Ring Shank Nails 43.0 67.5 50.9 1 Installation with a 40 the headav and fastemers are located a rein, of 2W from head of tile. IL-1� 1 a s ;APPROVED NOA No.:)1-0321.01 Expiratioa:Date.- U05/16 Apprant i)afe::05112f11 Page 5 of 7 Table 5: Attachment Resistance Expressed as a Moment Mr (ft-tbf) for TwoPatty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile Adheii-v-e-4 26..1 2 See manufactures T hent approval for installation re uiremerits. 3 Flwdble Products Company THeBond AveragewelgM per patty 11.4 grams. PoWbam Product Inc. Average weight per patty S grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-ibf) for Single PattyAdhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Mallbu Tile Polyfoarn Pol ProT"" Pol cn poi ProT"" 86.61 46.5 4 La : :add acement of rams of Pal Prol*. MAD 4 Medium paddy placement of 24grams of Po Prol ". Table 7: Attachment Resistance Expressed as a Moment - R (ft lbf) for Mortar Set Rpktems Tile Tile Attachment Profile ftplication Resistance Malibu Tile Mortar Set MAD 5. LABELING : 0000 All tiles shall bear the imprint or identifiable marking of the manufacturer's namo or logo -@W Detail BelowN or following statement: "M'iami-Dade County Product Control.Wr v• 00 0. ed" • 0. .0.10. 0000.. • -EA G -,L E-- FLoRiDA � 0000 0000.. 0000 • 0000.. 0000.. • • :000:0 .. 0000 MALIBU CONCRETE ROOF TILE LABEL" SUMTERVILLE. PLANT (LOCATED ON UNDERSIDE OF TILE) NOA No.:11-0321.01 . Co nr Uph U lon Date: 10/05/15 Approval Date; `85/12111 Page 6 of 7 0000.. 0000.. 0000.. 0000. 0000. 0000.. .0 . 0000.. 0000.. ► It 6. BUILDING PERMT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 this Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING AtL 4 ' IS .•tt, �^ r 0000 1. • • 0000 0000•• 0000•• � 0000•. • 0000.• 0000•• � 0000•• • 0000 • • • • I' • • •0000• 0000 • 0000• 0000•• • • 0000• •• •• •• •• 0000:• 0000••• 0 • • • • � • • • 0000•• 0000•• . • • • 0000.• MAi iBu CONCRETE Rom TILE • • • • • • .. END OF THIS ACCEPTANCE NDA:N A 1-0321.01 Expiration Date:10/05/16 Appray.d Date. 05/12/11 Page 7 of 7 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www. mi amidade.&ov/eeonomv 3M Company 3M Center Building 0220-05-E-06 St. Paul, MN. 55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section 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 Miami -Dade County Product Control Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3M`rm 2 -Component Foam Roof Tile Adhesive AH -160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, stase•and following statement: "..,. Miami -Dade County Product Control Approved", unless otherwise noted herein. • , 666 . 6•.. 6• 0 • • . 000000 0000•• RENEWAL of this NOA shall be considered after a renewal application has been filed dW41'ete has been no change • in the applicable building code negatively affecting the performance of this product. 000000 • `• 0 0 6 ' • 6 • • 6 0000 0 0 • 6 . 6 .60608 •0 6.6 TERMINATION of this NOA will occur after the expiration date or if there has been. a r .ipion or6change in 94 0 0 0 materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endprsepl8nt of A" t4duct, fore 6. • sales, advertising or any other purposes shall automatically terminate this NOA. Failure tgrply with any section of - this NOA shall be cause for termination and removal of NOA. 1.,q • 6 6 •06.6 •• :11000: .0 6.6 •. ••060• ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, A04. and fptldpo by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then ifshalf 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 revises NOA 13-0502.02 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0805.01 MIAMFDADE COUNTY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3Wm 2 -Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do 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 tile systems using 2 -Component Foam Roof Tile Adhesive AH -160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2 -Component N/A Foam Roof Tile Adhesive AH -160 Foam Dispenser N/A RTF.1000 ProPack® 30 & 100 N/A TAS 101 Two component polyurethane foam adhesive PRODUCTS MANUFACTURED BY OTHERS: Dispensing Equipment Dispensing Equipment Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which liit•9,t1achment resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160 roof tilep dhe§ive. • • •..' • • • • • • • 4 • ' • MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Provertv Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content 0400 O • • • 4440•• 4444 • Test Re;UL4• • • 0400•• 4444• • ASTM D 1622 1.6 lbs./ft.' * 0 : : • • �; ! ASTM D 1621 18 PSI Parallel to rise • 12 PSI Perpendicular to rise • • • ' "' ASTM D 1623 28 PSI Parallel to rise " • ASTM D 2127 0.08 Lbs./Fe ASTM E 96 3.1 Perm / Inch ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 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. APPROVED NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB -589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-20 • •' •0000• 520109-3 0000:0 520109-6 ••.' ' :•••�• • 0 t••••• 520109-7 0.0:0 • • . . 520191-1 TAS 101 000••• • 03/02„/99 0-- 0 520109-2-1 0•••0• ;0000' 00.0. 0.00•' LIMITATIONS: 0.00•• 0009:6 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assei"; f§r fire rating 0 0 00:0 2. 3Mrat 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, l•ow,0&,aigh 00..00 the profiles. • ...... 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. see •..': 0 • 4. Roof Tile manufactures acquiring acceptance for the use of 3W 2 -Component Foam Roof Tile Adhesive AH - 160 roof rile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 3 of 11 INSTALLATION: 1. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 maybe used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160. 2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 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 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance to meet or exceed the resistance value 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. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 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). 6. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after 3MTM 2 - Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted 0000 herein. • • • 0000•• • 0000•• NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 4 of 11 008.60 •606.0 • 000000 • 666• • ...... ...... • • •• • • • •• •• 66• 6••• 0 • • 0 0 • •6606• •• • • •66 •• 0 • • 0000•• • 0000•• NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram •.9.9• Area Weight Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches 45-65 Flat, Low, High Profiles # 1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy 0000.. head of tile 9-11 sq. inches at • . • overlap . . Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead . • edge) 20-25 sq. inches each 90 . 9 .•• •0009. bead 9 Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. MIAMI•DADE COUNTY 4,0000a • • • • 0000 •.9.9• 0000•• 0000•• • • BUILDING PERMIT REQUIREMENTS: • • • • • • . • •; • • As required by the Building Official building in to evaluate. 4v ivItallation of this ; • • • • or applicable code order properly system. 0000 0000.. • 9 9 ... 0000.. . • • 9 • 0000. 0000•• 0000.. • . • . . . • •....• ...... . • . . 90 . 9 .•• •0009. 9 • NOA No.: 14-0805.01 MIAMI- DADE COUNTY Expiration Date: 05/10/17 ■ ....0 1 Approval Date: 09/04/14 Page 5 of 11 ortpt� p1w��.spe��.�qulp� •_ lei N 4e►hkY'mBnR 1 np'��6 f�av'-. Ila �v Wan ihr®ughAdsk mnew j Iwh- mquireo Baiier�a.ps�w�a� ADHESIVE PLACEMENT DETAIL # 1 k4ftdll"611ah Eau Chasue IFwdm kw lhowsh ! � r�§ksRlc --"„ �.IId�r Lgaa.�+ehTdl•p I truAt 1r 104x; x "-;Z'saam4 �" . ,•,�. � .ryes . �, • .aL3w�,.. 94 .'Y(F "M, lei in, �, 4 clwace .. r o�p� APPROVED Flat/Low Profile Tile I. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile..... • 0000 . 0000.. •. . . . 6 0 6 .666. • 6666. . • . ••6666 6.6666 . 6.66 • 6666.6 • .• • • 6666• . 6. 66 . High Profile / Single Pan ICO 0 • •: • • • . 0000. 6. .. 66 1. Starting at the eave coutr.amply a minimum 2" 666666 (50.8 mm) x 10" (254 r1m)•x 2" (25.4 mrO foam..... paddy onto the underialm ergpositicMdWshown • under the pan portion ofrthe tide closest "the ; • • • • overlock of the tile being set. 6 • 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 6 of 11 R .• ADHESIVE PLACEMENT DETAIL # 2 tt W1 awuqh p%Wc wn em ¢"On mqu®adl APPROVED M 7 Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm) - 12 (77.4 cm) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the file closest to the over48& bf the tile being set. Insure approfL%Rtety 17 (IW'1" cm2) —' • • •; • 23 (148.4 cm) square incl>ew9wive co>Zt 014 ith the underside of the tile. 0 0 0000.. 0800 • 0000.. 2. At the second course, applyy&r ilmuntV t5d.8mm0 • x 7" (177.8 mm) x 1" (25.4tW.9foam paddy onto thA,; • underlayment positioned WshVwn under #&;an portion of the tile closest fo' MOterlock ofthe tile being set. • • :000:0 .•••0• ".0 • 0 . .. .. 0000.. 3. Continue in same manner. Insure approxmiatsly 12* • (77.4 cm2) - 14 (90.3 cm2) square inch 2hesive contact with the underside of the tile. (Instructions continued on next page) N - A No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/44/14 Page 7 of 11 C W, ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) APPROVED High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2) - 19 (122.6 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 8 of 11 9999 .•99. 9 0 000.. .. 9 0000.. 0000.. • . 0000.. 0000.. 0 0000 99094 • 0000 0.000. . 0000 0000.. . • 0000. .. .. 0000 ...... 0000.. .. 0000.. go 0000.. .9 . . ... .0099. 00 NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 tladltdunughplasoccaane"t i►•dtdg(between tlds] 1when "Ukedl Battens op tlowl ¢ ° qunder toed �ng�e poaddy en top ottdle 4X4 y 3�au91epaddy 4lCl N • 42 tm do 13 G&WeCWWM Flat/Law ProffieTli le NaUdwoughplastic oanam linggepnaddyundert0a 1when requbmd) Paddy Owtateen NISI Battens[ ��Ynd� tote} P Sh4epa '� 13 - p of X41D. s4dn. . le paddy ur�r� odn. % 1dn. � Eaves d2te�re Fa"ve Giese fascia Madtam PraotlloTilo 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 int (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1 " (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be .installed. Insure approximately 8-9 inz (51.6-58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 9 of 11 .••. •••• •••••• •••• • ••••• e • •• • • ••• •••••• •• • NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 9 of 11 A *1 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Ta througaptastic �ngpep•ddyr erliCi� iv&en Paddy esus onat - Paddy t tlUeb 96lugie FRS on •M t* . nonpie �St a 2 ire Comae sada f Weephole 106x. 21tL F:avedome p, Drip edge M/\MI•DADE COUNTY 22,5 High Profflte Tile 3. Also apply a 211(50.8 mm) x 4" (101.6 mm) x W (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 10 of 11 •••• • • • 0000 0000•• 0000•• 0000•• • • • • 0000•• •••••• • •••••••••• • •••••i 0000 • 0000• 0000•• • • • • • • • • • 0000• 00 So 00*0 ••00•• a • • • • 0 • 0000•• • • •00000 00 0 NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 10 of 11 ,If . T, 1► Place enough adhesive to achieve 65 to 70 1 In contact with the pan tile. 2) Turn covers upside down. Place adhesive In to 1 In. from outside edge of cover tile. Then Install the tile. Ensure 20 to 25 sq.Im contact area. Underlayment (motar shown) Fascia ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Steep pitch applications (when required) Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave Una. Two Piece Barrel - High Profile Tile APPROVED Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm) — 70 (451.6 cm) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a4MIAmUm of 20 (129 cm2) - 25 (16;.3.catnia square Wh 009000 contact area on each slab: the coSar.04o the •: pan tile. Continue in santKinner.*Trim away "•••• any cured exposed foaw aAhesive. Poineting of :....: longitudinal edges of %q. rgler tile;we e • ' ' considered optional. • e: e a e a • ..... . 46 5. When additional nails teirquired, 2: (50.8 • mm) x 4" (101.6 mml nailers or the fie wire ease:. system using galvani1ed,.s't0inless6steel, or . •.e..• copper wire and compaiibltPnails ^P.bq used.• •s • END OF THIS ACCEPTANCE NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 11 of 11