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RF-16-1588 �Ilorida International Engineering and Testing Lab LLC F * 1 * E * 6175 NW 20 Street,#G20,Miami, FL 33015 FLORIDA INTERNATIONAL ENGINEERING Telephone: (305)378-1991-Fax: (305)378-1997 &TESTING LAB INSIGHT-INNOVATION-INTEGRATION Miami-Dade Lab Certification#07-0612.11-State of Florida ca#27273 --------------------------------------------------------------------------------------------------------------------- SITE SPECIFIC INFORMATION Owner's Name: V 0.1 IL-D � � LuG® _ Job Address: 320 11-AVj f�Z��.) k t �c �t$D ,-t. Roofing Contractor:_ Ga"b���. R0,0*i tt Permit Number: 9.fi -/—1.1(0- 1511515 Type of Tile: Approximate Roof Height: 1'2 feet Slope: ' iz Approximate Square Footage: 1, q00 ft2 Type of Access to Roof: __Ladder Other Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100x Shim o Instrument Date Installed: W ate of Inspection: 91-1114 --------------------------------- - - ----------------------------------------------------- TEST RESULTS P=PASS,F=FAIL Test Test Test Test Test Location P or F Location P or F Location P°r F Location P or F Por F Location 1 V&17 el 21 41 61 81 2 122 42 62 82 3 23 43 63 83 4 24 44 r' 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 40 60 80 100 ---'--.--------------- ----------------------------------------------------------------------------------------------- IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: j ft RESPECTFULLY SUBMITTED BY:' Area Units or ft2 No.of Tests Perimeter / 000 Field Gs ov Corners �, C S N-A Q V Hips& Ridges X42W / Vinayagar M.Balakrishnan V State of I+lorida.Lie#63107 FLORIDA INTERNATIONAL ENGINEERING&TESTING LAB,LLC Job Address: _ 'Su tJr- Contractor: Sketch of Roof (NTS) koo A A Notes = 'Sill 12*IV. SHEATHING AFFIDAVIT (� v Job Address Contractor/Roofing Company Name C6 Are rA 1-i Yri d f Qualifier Name: ���?Ao m�,% v A� License No.: CCC„ --®" Contractor Address: �{ �1 a�-� S 1- �'l I�,.� F-c 3 f 3 -- ---------- 1 Q rJ VY-1 .45 , do hereby affirm: (Print Name of Qual w) That I will personally inspect&be responsible for the re-nailing of the existing roof sheathing as required by Florida Building Code(FBC)Section 2322.2.8 for the area covered by the roofing permit referenced above and further state that the re-nailing of the sheathing meets the requirements of the current edition of the Florida Building Code sections 2322.2. FBC Section 2322.2.2 Board roof sheathing shall have a net thickness of not less than%Inch when the span is not more than 28 inches or 518 inch when the span is not more than 24 inches,shall have staggered joints and shall be nailed with 8d common nails not less than two in each 6 inch board nor three in each 8 inch board at each support. FBC Section 2322.2.8 when existing roofs are re-roofed to the point that the existing roofing is removed down to the plywood sheathing, the existing roof sheathing shall be re-nailed with 8d common nails(0.131 diameter by 2-Y2"long with a 0.281 diameter full round head). Power driven 8d nails shall be of the same dimensions. Nail spacing shall be six inches on center at panel edges, six inches on center at intermediate supports, and where applicable 10d nails four inches on center over gable ends and sub- fascia. Existing fasten utilized to achieve such minimum spacing. QuaMbdconmwto' 'ature' Date �►�to (.P'tc�rq- , having first been duly sworn, does (Print Name of QuaiiB conbador) affirm the statement above to be true and correct by 1,IiAer own personal knowledge. Notary Signature Date Personally known to me '`;� °:;e�'� DENIA RODRIGUEZ * * MY C04MISS.ION#FF IW56 Produced photo idenEii'Fcation-Type of identification EXPIR�B;November 30,2016 rr- u Servisa An-y—bmW-acting ns—=Dr is Mddaed the gtWW=r.tips code. 3 Nd RF-77 � CKs i, Miami Shores Village Pe��; 3 10050 N.E.2nd Avenue NW " �` i Miami Shores,FL 33138 0000 Phone: (305)795-2204 € "' ��. � .. Expiration: 12112/2016 Project Address Parcel Number Applicant 320 NW 112 Terrace 1121360010250 Miami Shores, FL 33168-3300 Block: Lot: ANTONIO 8 GARIDAD LUGO Owner Information Address Phone Cell ANTONIO&CARIDAD LUGO 320 NW 112 Terrace (305)506-5932 MIAMI SHORES FL 33168- 320 NW 112 Terrace MIAMI SHORES FL 33168- Contractor(s) Phone Cell Phone $ 18,500.00 Valuation: CONTRERA ROOFING CORP (305)389-0228 Total Sq Feet: 2740 Type of Work:Re Roof Available Inspections: Additional Info:300 flat roof and 2440 tile roof Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-6-16-60110 CCF $11.40 06/15/2016 Check*3981 $798.40 $50.00 DBPR Fee $4.50 DCA Fee $4.50 06/08/2016 Check#:73864 $50.00 $0.00 Education Surcharge $3.80 Bond#:3113 Permit Fee-New Roof $300.00 Scanning Fee $9.00 Technology Fee $15.20 Total: $848.40 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I au e responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRI PL MBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAi that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and z ing. ut ori,I authorize the above-named contractor to do the work stated. June 15,2016 Authorized Owner / Applicant / Contractor / Agent Date Building De0artment Copy June 15,2016 1 L� Miami Shores Village RIEC ` : -0e � Building Department JUN o � o 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 LBY2.-Tel:(305)795-2204 Fax:(305)756-8972 —= INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC20 4 (l BUILDING Master Permit No��1//b PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC R311OOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP 1 CONTRACTOR DRAWINGS JOB ADDRESS: J City Miami Shores County: Miami Dade Zip: 33 R p® Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: q OWNER:Name(Fee Simple Titleholder): A oV0 ru to Luq® Phone#: 11�SD& Address: City: M)A ml 6kyeS State: `Flat& Zip: 331�� Tenant/Lessee Name: Phone#: Email: z CONTRACTOR:Company Name: A"(10 ®� `� Phone#: C36&I3 Address: \' q .E a (sy- City: M't w\', State: 1�10f 4)A Zip: 3 13 Qualifier Name: RO M�Q C-Al10 C-0 A" v45 Phone#: M80) 141 -9 3D TT State Certification or Registration#: Ccc_-fps-)_15Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: $tater Zip: "f_ Value of Work for this Permit:$ 7 Square/Unear Footage of Work:`1 r0 D Type-o_Work: ❑ Addition ❑ Alteration ❑ New lace[2 Re air Re p p [:1 Demolition 1 ` po Description of Work: ` . Specify color of color thru tile: �>Ac br ®S 66 NQ,,.., Submittal Fee$ 00 • 0�) Permit Fee$ CR) CCF$ 1 ( • qd CO/CC$ Scanning Fee$ (7 ^ Ciel Radon Fee$ y • 9D DBPR$ 4• �;® Notary$ Technology Fee$ IS • 2-0 Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ � ° O�3 4" �� - %40 ` 19S - q6 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. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S 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 COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, 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 be posted 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 OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20by day of ,20 l ,by hl�-�Udo W ty0who is personall H 2b i e sonally knn to I-T _�- me or who has produced -�s < me or who has produced identification and who did take an oath. �v_ ', identification and who did take an oath. NOTARY PUBLI NOTARY PUBLIC: C f� �� Sign: Sign: Print , Print: Seal: = , ,r�-�. Seal: _�• •,`,= z Sks �nnt� �,t lAo APPROVED BY ✓✓ Plans Examiner Zoning CONTRERA ROOFING CORP. ESTIMATES&CONTRACTS a n 144 N.E., 26 Street, Miami, FL 33137 Tel. 305-573-6604 State License#057793 Name: Antonio Luo Phone:305-506.5932 Address: 320 NW 112 cA, State: Florida City: Miami Shores 7jp:33168 ®ate:6-17-15 Tenors: Roof file DESCRIPTION 1. Obtain required building permit from Miami Shores Building Dept. 2. Remove existing roof. 3. Replace all damaged wood in deck, fascia, and re-nail wood sheathing up to new code. 4. Install 930 roof paper tin capped per building code. 5. Install 3x3 metal drip edge around roof perimeter and apply asphalt primer. 6. Install all metal flashings over pipes and exhausts. 8. Install Awaplan modified roof paper hot mopped as the underlayment. b��os 9. Install Boral Barcelona 900 Spanish Blend concrete the with foam adhesive in field and mortar in all hips and ridges. 10. Apply mortar cement to all ridge 'and gables. Rear flat 1. Remove existing roof. . Replace all damaged wood. 3. Install 875 base sheet tin capped per code. 4. Install 1 layer of fiberglass ply IV hot mopped over base. S. Install 3x3 metal drip edge around roof perimeter and apply primer. 6. Install Ruberoid 170 F/R hot mopped as top layer. 7. Haul away all debris from job site. 8. Pass all final inspections. Payment Schedule: 25% contract signing 25% 030 Installed 25% hot mop complete 25% final inspection Total Price $18,500.00 -!� tilt tib ('- t -N kj'mi�) f I'La�&A Accepted By Print Signature Authorized Signature �Ae v�o Gorl"04 Print Signature *Warranty is for a period of 10 years.4under normal conditions, and Includes labor and materials. No acts of God, natural disaster(hurricane,tornado,flood,fire & earthquake) ` � Miami Shores Village Eggs Building Department �� •0 10050 N.E.2nd Avenue �,j•pR ► Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE. BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2^d Ave Miami Shores, FI 33138 Re: Owner's Name: A A�0 N I O L b G ® R� Property Address: �, , l cA -A-r-0- A c� c Roofing Permit Number: Dear Building Official: I A N'ICJ � L 4(`Z_certify that I am not required to retrofit the roof to wall connections of my builddii g because: i he just valuation for the structure for purpose of ad valorem taxation is less � than$300,000.00. Please attach proof of ad valorem taxation. ❑The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 edition of the South Florida Building Code(1994 SFBC) A Len,Cr 2 L060 Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom,deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this da of 1 ;�l ARTRICIA E. CARD SM "CO Nota Public, Sate of Florida at Lara '• commission R. o-6513 Notary g � f xi;ires: ddPR.OG.2018 ww��.�,:�,��,,�:�u" ARY.00M • When the just valuation of the structure for purpose of ad valorem taxation is equal to or mo $ 000.00,and the building was riot constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to wall connection Hurricane Mitigation. Revised on 5/21/2009 647/2016 Propertv Search Application-Miami-Dade County rm 'OFFIC' Eff THE P"ROPERTY APPRAISER r Summary Report Generated On:6/7/2016 Property Information � � Folio: 11-2136-001-0250 xr, � 320 NW 112 TER PAY Miami Shores,FL 33188-3300 f. ProAddress: 4 -rl amu- " Owner ANTONIO LUGO �-^ CARIDAD LUGO ;Y 320 NW 112 TER , Mailing Address - MIAMI SHORES,FL 33168 USA Primary Zone 0700 SGL FAMILY-1551-1700 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT "' Beds/Baths l Half 3/2/0 *.4 Floors 1 Ltving Units 1 Actual Area 2,019 Sq.Ft rial_ ogra Living Area 1,455 Sq.Ft Adjusted Area 1,669 Sq.Ft Taxable Value Information Lot Size 7,500 Sq.Ft 20161 2015 2014 Year Built 1955 County Assessment Information Exemption Value 1 $33,223 $0 $0 Year 2016 2015 2014 Taxable Value 1 $25,0001 $183,3711 $166,701 Land Value $134,829 $134,829 $80,514 School Board Exemption Value $25,000 $0 $0 Building Value $135,523 $116,162 $113,158 Taxable Value 1 $33,2231 $251,6631 $194,352 XF Value $830 $672 $680 City Market Value $271,182 $251,663 $194,352 Exemption Value $33,223 $0 $0 Assessed Value 1 $58,2231 $183,371 $166,701 Taxable Value 1 $25,000 $183,3711 $166,701 Benefits Information Regional Benefit Type 2016 2015 2014 Exemption Value $33,223 $0 $0 Non-Homestead Cap Assessment Reduction $68,292 $27,651 Taxable Value $25,000 $183,371 $168,701 Portability Assessment Reduction $212,959 Sales Information Homestead Exemption $25,0001 1 OR Second Homestead Exemption $8,223 Prevloos Price Book- Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County,School page Board,City,Regional). 06/30/2015 $377,800 29694- Qual by exam of deed 1314 Short Legal Description 28427- 12/06/2012 $0 0606 Corrective,tax or QCD;minconsideration MIAMI SHORES ESTS PB 51-80 LOT 9 BLK 2 10/01/1997 $0 17836- Sales which are disqualified as a result of LOT SIZE 75.000 X 100 1056 examination of the deed OR 17836-1056 1097 4 12/01/1971 $27,650 00000- Sales which are qualified The Office of the Property Appraiser Is continually editing and updating the tax roti.This vmbsfte 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/dWdalmor.asp Version: �o SECTION 1524 HIGH VELOCITY HURRICANE ZONES-REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains to the section,it is the responsibility of roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of the section.The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations.Additionally,the following items should be addressed as part of the agreement between the owner ant the contractor.The owner's initial in the designated space indicates that the item has been explained. 2. Renailing wood decks:When replacing roofing,the existingwood roof deck may have to Y renailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior to removing the existing roof system). 4. Exposed Ceiling:Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below.The owner may wish to maintain the architectural appearance;therefore, roofing nail penetration of the underside of the decking may not be acceptable.This provides the option of maintaining the appearance. 6. Overflow scuppers(wall outlets):It is required that rainwater flows off so that the roof is not overloaded from a buildup of water.Perimetededge wall or other roof extension may block this discharge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402,R4403 and R4413. wner/Agents Signature Date Contractor Signature Date 3e2b h' .0). 4errA-t-- Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; ` �' r " �'�r. �a �� �� k « � �,�-� a 8". ' �`:�� , >ti� '° •°u? z�"� w 'y fit rr:. -�. .,� � ". -f-.i w '- '•. q ,.,,�,.,�ri�'l�rlr.' 4Y^..�.�::^�3n�'Vutis� . �•„v r� x,."x wr° .� r..c�t }„ � w �. •r• � ,�',,i `� +a�; 4 ���'��''�" ;.!�l�h' el 2t• Terrace < .� �� �" � ' r x 9 M4Abto W i 12th',Te raue.,* w Aar.ri s" .�h • ``, r2th T Trace . ,- f» ON a 7L4a Mrr r � y • t #r d t •• •Jn M1 Y . ,., 71 oogle 4 r' � � • �; epi. .- �� • � i W12016 NW 112th Terrace-Google Maps NW 112th Terrace r. it ,p} l; Ailk b 1. f. .}. '... _- w$ .. tFn �r '?ti. �"i t.♦asw. "A m .!"� ..,. .w,N.tri P.. ��,yam,._ � ., r. 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M■MCEr.M i l I ■. ■ ■■ .. � ��1E R .fit ..■ ■Q ECE .01- sall ■ i C CC ;. � , ■; CCCgt. rwmsnCCC C£ R.�1R./■.■a■m wlrw�i_�tAt Florida Building Code 5th Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Slowed Roof Systeml Fill In Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet and Identify Manufacturer Attachment (If a component is not used,identity as'NA') Field: I 'oc a Lap,#Rows Z • "oc.•• •. •. System Manufacturer. PrF •• •0_ •• •••••• Perimeter. "oc @ Lap,#Row�'_ "oc • ;, NOANo.• ( H I-D 3o0 Z .00. 0000 Comer.-L--oci�Lap,#Rows `�•�' �'t�d•0.0 ••••• Design Wind Pressures,From RAS 128 or Calculations: ° Number of Fasteners Per;;60 lAition '..'.' °°*0 09 0. Prruucl Pmax2 Pmax3 Board •••••• •' Max.Design Pressure,From the Specific NOAS,�S Field Perimeter _Com 0 0 0 •0 0 0 0• ystem: 0000.. Deck: ` �c Illustrate Components Noted and •• • ": I X Details as Applicable: Gauge/Thickness: Woodblocking, Gutter, Edge Termination, I Stripping, Flashing, Continuous Cleat, Cant Slope: t(� Strip, Base Flashing, Counter- Flashing, Coping,Etc. Anchor/Base Sheet$No.of Ply(s): Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Anchor/Base Sheet Fastener/Bonding Material: Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Insulation Base Layer Comply with RAS 111 and Chapter 16. Base Insulation Size and Thickness: Base insulation Fastener/Bonding Material: Top Insulation Layer. FT, G•)1 R- Top Insulation Size and Thickness: 11 _ p �, Parapet Top Insulation Fastener/Bonding Material: 3*3 c^,,P c`� Hei4M Base Sheet(s)&No.of Ply(s): 075 IP`f FT. p Z Base Sheet Fastener/Bonding Material: If I't CS ••/b:l S 0.v+1� Zn.� Ca�� �, �c Mean Ply Sheets)ANo.of Roof Ply(s): I y 1 467> Height Ply Sheet Fastener/Bon Ing Material: Top Ply. T p Fastener!Bonding Malgrial: Surfacing: /J� Florida Building Code 5th Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) : ...... Roof System Manufacturer: 2'°� .... .... '•": eggs .... 00 a ..:..' Notice of Acceptance Number: 2 " 0 Z 2 2 - Z .. . . .... Minimum Design Wind Pressures,If Applicable(From RAS 127&.Calculations): : ...: .. 0 .... P1: P2: P3: Eco •• • Maximum Design Pressure From the NOA Specific S stem : 3�- Method of the attachment: Steep Sloped Roof System Description Deck Type: ype Underlayment• Roof Slope: nsulation: : 12 t\) 1Pr FireBa or: � I,A- Ridge Ventilation? astener Type&Spacing: I jt, ps o�� S to (P dhesive Type P-k' Pro ype Cap Sheet: ltrn-.Ca i�wa e �0� oof Covering: Mean Roof Height: �' g: Type&Size Drip dge: Florida Building Code Sth Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Form 0000 . . 6.00 0000.. Section E (Tile Calculations) •..• : 0000 .• 0 ..0Y.0 00 . .0000. . For Moment based the s ystems,choose either Method 1 or 2.ComparedriVe fames :0 0 0 0 ' for M,.with the values from M,-U the Mt values are greater than or equal!No�,N#Mr �....' .6.6. values,for each area of the root,then the the attachment method is acceRUNC-. 6 6 . 00:06 . . . . 0 00 00 00 0 600660 ��fo Meths ml 1 "Moment Based Tile Cya�lculati as Per RAS•�,7.''Z".. 6 (Pt• x91U—� Mg: -aS +��1' q- NOtfM[ . 6 0000:. ,0000. (Pa z x�'— —Mg: -�S h4i_-` °` ,7 NOA-A*r$..- . . . (P3: _z x_2s�'t._�1t—Mg: -CS °'�jr — � (� �1� NOA 1V� � 0000 :0000 Method 2"Simplified Tile Calculation Per Table Below" Required Moment of Resistance(M,)From Table Below NOA N* M,Required Moment Resistance* WGIM Roof ht — Roof Slope 15' 20' 25• 30' 40' a1z 34A 36.5 312 3.12 32.2 34A .0 30A 33.6 35.1 °7 30. 8 34.6 26A NO 29A 30.5 32A 2 24A 2U VA 28.2 30.0 *Mast be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F'with the values for Fr.If the F' values are greater than or equal to the F,values,for each area of the roof,then the the attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127' (Pl: z l: = z w:__)—W: z cos O: = FH: NOA F' (Pa: z 1: = z w:-`)—W: z cos O: = Fr2: NOA F' w:=._._)—W: z eds O: = Fr2: NOA F' Where to Obtain Information Description Symbol Where to find Deslga Pnessm Pl orP2 or P3 RAS 127 Table 1 or by as engineeft analysis prepared by PE based on ASCE 7 Mean Roof Heigbi H Job Site Roof Slope g Job Site NOA Moment due to Gla M NOA Atttac wa t Resistance K NOA RegWred Moura t ResTsmnoe Mr Calculated hgnk mm AttacbmentPAdstme F' NOA Resistance Fr Calculated A Tilew NOA Tile Dim 1✓leng1h NOA W=width All ia-ic7 atio=mai submitted in the Bail Olfieial atthe time of lica dour 1777 MIAMI DA ,t) 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.miamidaide.gov/economy GAF 1 Campus Drive Parsippany,NJ 07054 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: GAF Ruberoid®Modified Bitumen Roof System for Wood Decks. 0000 0000 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city;§take • and following statement: "Miami-Dade County Product Control Approved", unless't bErtise noWA. herein. 0 0 0.0. : 000000 RENEWAL of this NOA shall be considered after a renewal application has been 0 land there•W 0•• been no change in the applicable building code negatively affecting the performance afoOls prohw 0 0 000000 0000.. .. . 00.00 TERMINATION of this NOA will occur after the expiration date or if there has bggrt0�revisic%Qt 0• 0000:0 0 t change in the materials,use,and/or manufacture of the product or process. Misuse of hie.NOA as an • endorsement of any product, for sales,advertising or any other purposes shall autorxaticagy tergijg4tp• •••••• this NOA. Failure to comply with any section of this NOA shall be cause for termi*tioo gnd removal of :.0 0 e e NOA. .. . .... . . 000 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 and revises NOA No. 14-0611.01 and consists of pages I through 30. The submitted documentation was reviewed by Jorge L. Acebo. .�J NOA No.: 14-1030.02 MIAMI•DADE COUNTY Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 1 of 30 Membrane Type: SBS/SBS Cold Applied Deck Type 1: Wood,Non-insulated Deck Description: 19/32"or greater plywood or wood plank decks System Type E(1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Fire Barrier: FireOut'Fire Barrier Coating,VersaShield®Fire-Resistant Roof Deck Protection (optional) or Securock®Gypsum-Fiber Roof Board. Base sheet: GAFGLAS®#80 Ultima"''Base Sheet,GAFGLAS® Stratavent®Eliminator Nailable Venting Base Sheet,Ruberoid®20,Ruberoid® SBS Heat-Weld"Smooth or Ruberoid®SBS Heat-Weld'25 base sheet mechanically fastened to deck as described below: Fastening GAFGLAS®Ply 4,GAFGLAS®F1exPly'6, GAFGLAS®#75 Base Sheet or any Options: of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure—45 psf. See General Limitation#7) GAFGLAS'Ply 4,GAFGLAS®FlexPly'6, GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec''#12 Fastener,Drill-Tec", #14 Fastener or Drill-Tec"m XHD Fastener and Drill-Tec''3" Steel Plate, Drill- Tec'AccuTraca Flat Plate or Drill-Tec'AccuTrac®Recessed Plate installed 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12"o.c. in the field of the sheet. (Maximum Design Pressure—45 psf. See General Limitation#7) GAFGLAS®FlexPly'6, GAFGLAS®#75 Base Sheet or an};of above basYs"h•eets attached to deck with approved annular ring shank nails and tin cads at a asten+tr •• .1.. • •. ...... spacing of 9" o.c.at the 4" lap staggered and in two rows 9" 9,p•IVIhe field.„ , (Maximum Design Pressure—52.5 psf. See General Limitation A7) .... • GAFGLAS®#80 Ultima"'Base Sheet,Ruberoid®20,Ruberojcj�;lVjQp SmoP" ..:..' base sheet attached to deck with approved annular ring shanlaaUs and tin daps at •••••• a fastener spacing of 9"o.c. at the 4" lap staggered and in twg rel".9"o.c. in'the •. field. • •,•••• (Maximum Design Pressure—60 psf. See General Limitation#;)' ••••• ;••'•; • GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with • Drill-Tec'*m#12 Fastener, Drill-Tec'#14 Fastener or Drill-Tec'XHD Fastener and Drill-Tec'3" Steel Plate, Drill-Tec'AccuTrac®Flat Plate or Drill-Tec' AccuTrac®Recessed Plate installed 12"o.c. in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—60 psf. See General Limitation#7) Any of above base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec'insulation plates at a fastener spacing of 9" o.c.at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure—60 psf. See General Limitation#7) NOA No.: 14-1030.02 MIAMI-DADECOUNTY Expiration Date: 11/06/18 a l Approval Date: 11105/15 Page 26 of 30 Fastening GAFGLAS'#75 Base Sheet or any of above base sheets attached to deck with Options: Drill-Tec'#12 Fastener, Drill-Tec''#14 Fastener or Drill-Tec'XHD Fastener (Continued) and Drill-Tec'3" Steel Plate, Drill-Tec'AccuTrac'Flat Plate or Drill-Tec' AccuTrac' Recessed Plate installed 8"o.c. in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—75 psf. See General Limitation#7) Ply Sheet: (Optional)One or more plies GAFGLAS'Ply 4, GAFGLAS®F1exPly'6, GAFGLAS'#80 Ultima Base Sheet, Ruberoid'Mop Smooth or Ruberoid'20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One or more plies of Ruberoid'Mop Smooth, Ruberoid'Mop 170 FR,Ruberoid' Mop Granule, RoofMatch'SBS Modified Granular, Ruberoid'Mop Plus Granule, Ruberoid'20, Ruberoid'30, Ruberoid'EnergyCap-30 FR SBS Membrane, Ruberoid'30 FR or Ruberoid'Mop FR in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Or One or more plies of Ruberoid'Mop Smooth, Ruberoid'Mop Granule, RoofMatch' SBS Modified Granular, Ruberoid'Mop 170 FR, Ruberoid'Mop Plus Granule, Ruberoid"20, Ruberoid'30,Ruberoid'EnergyCap-30 FR SBS Membrane,Ruberoid'30 FR or Ruberoid'Mop FR adhered in MatrixTm 102 SBS Membrane Adhesive at an application rate of 1-2 gal./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of Approved asphalt at 60 lbs./sq. 2. GAFGLAS'Mineral Surfaced Cap Sheet,Tri-Ply'Mineral Surfaced Cap Sheet or GAFGLAS'EnergyCap'BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Topcoat'Membrane, Topcoat'MB Plus(to be used as a primer with Topcoat' Membrane)or Topcoat' Surface Seal SB applied at 1 tol.5 gal./sq. Maximum Design Pressure: See Fastening Options ." . . 0000 0000.. .. 0000 • 0000.. 0000.. 0000 0000 0000 :000 0000. 0000.. 00 0 0000. 00*000 .. . 0000.. 0000.. . . . . 0000.• . 0000.. 000 0000.. 00 0 0000 0 • . . NOA No.: 14-1030.02 MIAMMADE COUNTY Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 27 of 30 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®F1exPlyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4"DensDeck®Roof Board or V2"Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 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 T 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 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 lbf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested,are below 275 lbf. 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 Engineer,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 corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117.Calculations prepared, signed and sealed by a Florida registered Professional Engineer,Registered Architect, or Registered Roof CogVltgnt (When this limitation is specifically referred within this NOA,General Liqiitatjon#9%ULubt be applicable.) ' • 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing term�igalSon dsigns' ••••" shall conform to Roofing Application Standard RAS 111 and applicable wind IMN'Mquiremenl's. :0000: 9. The maximum designed pressure limitation listed shall be applicable to all roof-0,0assure zone�ji.t. ,••• field,perimeters,and corners).Neither rational analysis,nor extrapolation shall p,p agrmitted.for. 00000 enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners lid'corners} •• •••••• (When this limitation is specifically referred within this NOA,General Lirpgn#7 will'not '0 be applicable.) 0 ;..•:. •a�•• 10. All products listed herein shall have a quality assurance audit in accordance with th Florida•..0 ;••••; Building Code and Rule 61 G20-3 of the Florida Administrative Code. • END OF THIS ACCEPTANCE NOA No.: 14-1030.02 MIAMI-RADE C0- Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 30 of 30 6/4/16 TGFU.R1306-Roofing Systems Surfacing:— Roofing gravel, applied at a rate of 400-lbs./100-ft.2 embedded into a flood coat of hot roofing asphalt or No. 10 White Aggregate, applied at a rate of 200-lbs./100-ft.2 embedded into "United CoatingsTm FireShield MB Roof Coating" applied at a rate of 21/2-gal. to 3-gal./100-ft.2. Coating:— "TOPCOAT@ EnergyCoteTm Elastomeric Coating", applied at a rate of 1/2-gal. to 1-gal./100-ft.2. 12. Deck: C-15/32 Incline: 2 Barrier Board(Optional):— Minimum 1/4-in. thick Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or"DensDeck@ DuraGuardTm Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCK8 Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), mechanically fastened with butt joints in the barrier board products staggered a minimum of 6-in. from plywood deck joints. Insulation(Optional):— One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or per]ite/polyisocyanurate composite or wood fiber/polyisocyanurate composite, any thickness, mechanically fastened or adhered with any UL Classified insulation adhesive. Base Sheet:— One ply Type G2"GAFGLAS@ #75 Base Sheet" or"Tri-Ply® #75 Base Sheet" or"GAFGLAS@ #80 UltimaTm Base Sheet" or"GAFGLAS@ Stratavent@ Nailable Venting Base Sheet', fully adhered with hot roofing asphalt. Ply Sheet(Optional):—Two or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply® Ply 4" or"GAFGLAS@ Flex Ply 6" or"Tri-Ply@ Ultra-Flexible Ply 6", fully adhered with hot roofing asphalt. Membrane(Optional):— "RUBEROID@ Mop Granule" or"Intec Flex PRF' or"Tri-Ply@ SBS Granule" or"RUBEROID@ 30 Granule" or "RUBEROID@ 30 Granule FR" or"RUBEROID@ Mop Smooth" or"RUBEROID@ Mop Smooth 1.5" or"RUBEROID@ Mop Smooth Plus" or "RUBEROID@ Mop Granule FR" fully adhered with hot roofing asphalt or"RUBEROID@ HW Granule FR" or"RUBEROID@ HW Plus Granule" or"RUBEROID@ HW Plus Granule FR" or"RUBEROID@ HW Granule" or"RUBEROID@ HW Smooth", torch applied. Surfacing:— Roofing gravel, applied at 400-lbs./100-ft.2 embedded into a flood coat of hot roofing asphalt or No. 10 White Aggregate, applied at a rate of 200-lbs./100-ft.2 embedded into "United CoatingsTm FireShield MB Roof Coating" applied at a rate of 21/2-gal. to 3-gal./100-ft.2. Coating:— "TOPCOAT@ EnergyCoteTm Elastomeric Coating", applied at a rate of 1/2-gal. to 1-gal./100-ft.2. Class B-Ballasted 1. Deck: C-15/32 Incline: 1/2 Insulation(Optional):— Minimum 2-in. thick polyisocyanurate mechanically fastened with the butt joints in the insulation staggered a minimum of 6-in. from plywood deck joints. Base Sheet:— One ply Type G2"GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" or"GAFGLAS@ #80 UltimaTm Base Sheet" or"GAFGLAS@ Stratavent@ Nailable Venting Base Sheet' or"GAFGLAS@ Stratavent@ Perforated Venting Base Sheet" or "GAFGLAS@ Flex Ply 6" or"Tri-Ply@ Ultra-Flexible Ply 6", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet:—Two or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Flex Ply 6" or"Tri-Ply@ Ultra-Flexible Ply 6", fully adhered with hot roofing asphalt. Membrane(Optional):— "RUBEROID@ Mop Granule" or"Intec Flex PRP' or"Tri-Ply@ SBS Granule" or"RUBEROID@ 30 Granule" or "RUBEROID@ 30 Granule FR" or"RUBEROID@ Mop Smooth" or"RUBEROID@ Mop Smooth 1.S" or"RUBEROID@ Mop Smooth Plus" or "RUBEROID@ Mop Granule FR" fully adhered with hot roofing asphalt or"RUBEROID@ HW Granule" or"RUBEROID@ HW Plus Granule" or"RUBEROID@ HW Granule FR" or"RUBEROID@ HW Plus Granule FR" or"RUBEROID@ HW Smooth", torch applied. Surfacing:— Roofing gravel, applied at a rate of 400-lbs./100-ft.2 embedded into a flood coat of hot roofing asphalt or No. 10 White Aggregate, applied at a rate of 200-lbs./100-ft.2 embedded into "TOPCOAT@ Fireshield MB", applied at a rate of 21/z-gal. to 3- gal./100-ft.2. Coating:— "United CoatingsTm FireShield MB Roof Coating" applied at a rate of 1/2-gal. to 1-gal./100-ft.2. 0000 ClassA-Fully Adhered • • �••••• 0099•• •• • ••9• • • • • • 1. Deleted. 0�•••• 00 • ••••�• 2. Deleted. •••••• • • • 3. Deleted. *0000* •••9•• • • 4. Deleted. ••••9 0000 0000 0000• • •• • ••i••• 5. Deleted. 00000• • • • •• • 0000•• 6. Deleted. *00000 • • 7. Deleted. • • • 0000 •• 0000•• 8. Deleted. i ••• • :••••: 9. Deck: C-15/32 Incline: 1/2 • • • Barrier Board(Optional):— One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or"DensDeck@ DuraGuardTm Roofboard", minimum 1/4-in. thick, or United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), minimum 1/4-in. thick. Insulation(Optional):— One or more layers perlite or glass fiber or 3/4-in. minimum or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or phenolic, 11/2-in. minimum. Base Sheet:— One or more plies Type G2"GAFGLAS@ #75 Base Sheet' or"Tri-Ply@ #75 Base Sheet' or"GAFGLAS@ #80 UltimaTm Base Sheet' or"GAFGLAS@ Stratavent@ Nailable Venting Base Sheet' or"GAFGLAS@ Stratavent@ Perforated Venting Base Sheet', mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet:— One or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Flex Ply 6" or"Tri-Ply@ Ultra-Flexible Ply 6", fully adhered with hot roofing asphalt. Membrane:— "RUBEROID@ Mop Granule FR" or"RUBEROID@ Mop Plus Granule FR" or"RUBEROID@ EnergyCapTm Mop Plus Granule FR", fully adhered with hot roofing asphalt. Coating(Optional):— "GAF Fibered Aluminum Coating", applied at a rate of 11/2-gal./100-ft.2. 10. Deck: C-15/32 Incline: 1/2 database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=TGFU.R1306&ccnsho... 11/45 M� kMI�aA ) 1 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/perp Boral Roofing,LLC 7575 Irvine Center Drive,Suite 100 Irvine, CA 92618 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 PERA-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. PERA 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: Barcelona 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. 00* - 1 .66. 60 .... .RENEWAL of this NOA shall be considered after a renewal application has been filed an Xthere has bean no .' change in the applicable building code negatively affecting the performance of this product;•• •• •••••• 6666.. 0 6 666666 TERMINATION of this NOA will occur after the expiration date or if there has been a eviction or than a in the • p �i..>t 60.e 66666 materials, use, and/or manufacture of the product or process. Misuse of this NOA as an eoadQwment of any prod"=„.. for sales, advertising or any other purposes shall automatically terminate this NOA. Failxre to compfy*V h'any ...6:. section of this NOA shall be cause for termination and removal of NOA. :**:0: • 0 . 6 6 000000 .6..66 ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,:F61•arTila, and followed by t�lra• expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,.thtn,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 renews and revises NOA#07-0220.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY NOA No.: 12-0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Barcelona 900 Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described 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 the installation section herein. The attachment calculations shall be done as a moment based system.. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Barcelona 900 1= 17" TAS 112 High profile, interlocking,one-piece, 'S' w= 13" shaped,high-pressure extruded concrete roof ''/z"thick tile equipped with three nail holes. For direct deck or battened nail-on,mechanically fastened,mortar set or adhesive set applications. Trim Pieces Length: varies TAS-112 Accessory trim,boosted Barcelona, concrete Width: varies roof pieces for use at hips,rakes,ridges and varying thickness valley terminations manufactured for each tile profile. 2.1 MANUFACTURING LOCATION • •• ••"•• 2.1.1. Lake Wales, FL. 0.00•• •• 0.00•• ..0.00 .... .... . . 2.2 SUBMITTED EVIDENCE: 0009•• ....• 99999 • • 0*0000 Test Agency Test Identifier Test Name/Reyort.•9•• Da�.te.• ••••• Redland Technologies 7161-03 Static Uplift Testinj••;•; Dec. 1`991 •, Appendix III TAS 102&TAS 102CA) •••• Redland Technologies 7161-03 Wind Tunnel Testing•• Dei!41 9.1 ••• Appendix II TAS 108(Nail-On) •• • Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail-On) NOA No.: 12-0222.02 MIAMI•DAD,COUNTY wbj Expiration Date: 04!26/17 Approval Date: 04/19/12 Page 2 of 7 Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108(Mortar Set) Professional Service Industries, [C-1320-94 Physical Properties Feb. 1995 Inc. TAS 112 The Center for Applied 25-7688-3 TAS 101 (Adhesive Set) June 1996 Engineering,Inc. 25-7688-10 TAS 101 (Mortar Set) July 1996 The Center for Applied 25-7688-5 Static Uplift Testing June 1996 Engineering, Inc. TAS 102 (3" Headlap,Nails, Direct Deck,New Construction) The Center for Applied 25-7688-4 Static Uplift Testing June 1996 Engineering, Inc. TAS 102 (4" Headlap,Nails, Clips) Celotex Corporation 520111-3 Static Uplift Testing Dec. 1998 Testing Services 520191-2-1 TAS 101 March 1999 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 Walker Engineering, Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering,Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering, Inc. Evaluation 25-7094 February 1996 Calculations Walker Engineering, Inc. Evaluation 25-7496 April 1996 Calculations Walker Engineering,Inc. Evaluation 25-7584 December 1996 Calculations 25-7804b-8 25-7804-4&5 25-7848-6 Walker Engineering, Inc. Evaluation Restoring Moments Due to February 2007 Calculations Gravity Nutting Engineers 122 TAS 112 JantOt y*2Q07 • . sees 0000.0 0• 6 ••s• e ••00•• •• • *oleo:* • e•s00sos 0.00 0600 s•••. • 60.06• •s • 6•oss •• •• •• • 00••6• • •6••0• • 0 ••000• • • • • 090* •0 • 0000 • • • • e NOA No.: 12-0222.02 MIAMI•DADI COUNTY MIJ Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 3 of 7 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing: 0 shall be subei to 0 0000.. • • 000 the Building Code Compliance Office for review. 0000 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Apl ligations •••0:• Standards listed section 4.1 herein. •••••0 3.5 30/90 hot mopped underlayment applications may be installed perpendicfll'a U the loaf slope :••"0 unless stated otherwise by the underlayment material manufacturers publisved literataf'e.• ••••• 000000 3.6 This acceptance is for wood deck applications. Minimum deck requittiq nts skill•be in ....• .00000 compliance with the applicable Building Code. 000000 0 00 • 0000:. 000 4. INSTALLATION 0.. 0.0 00 . 000000• 4.1 Barcelona 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119,and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(W) and Dimensions (I x w) Tile Profile Weight-W(lbf) Length-I (ft) Width-w (ft) Barcelona 900 11.5 1 1.417 1.08 Table 2: Aerodynamic Multipliers -1 (fe) Tile '% (ft) (ft3) Profile Batten Application Direct Deck Application Barcelona 900 0.289 0.313 Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile 2"•12" 3"•12" 4"•12" 5"•12" 6"•12" 7"•12" or Profile greater Barcelona Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 Deck Deck Deck Deck Deck Deck 7.28 8.13 7.21 8.05 7.10 7.93 6.96 7.78 6.79 7.61 6.61 7.40 NOA No.: 12-0222.02 MAM•DAD,COUNTY�lunuxnqlj Expiration Date: 04/26!17 Approval Date: 04/19/12 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15132" (min. 19/32" plywood) plywood) 006* Barcelona 900 2-10d Ring Shank Nails 28.6 41.2 ,-, •1-3.4 ...... 1-10d Smooth or Screw Shank Nail 5.1 6.8• • -F-2. •' 2-10d Smooth or Screw Shank Nails 6.9 J2':" •'f.3• ••••�• 1 48 Screw 20.7 207 " 18.1 ;•••• 2 48 Screws 43.2 1-10d Smooth or Screw Shank Nail 23.12 .1 Field Clip) • as 1-10d Smooth or Screw Shank Nail 29.3 28.3... 24.0 •• Eave Clip) • 2-10d Smooth or Screw Shank Nails 27.6 2*7.6•.• :'38'� Field Clip) •. ;"'•• 2-10d Smooth or Screw Shank Nails 38.1 38.1 041.9 Eave Clip) Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Barcelona 900 Adhesive 29.3 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc.Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Barcelona 900 Polyfoam Pol ProTm 66.5 Polyfoam Pol Pro rm 38.7 3 Large paddy placement of 63 rams of Pol ProTm. 4 Medium paddy placement of 24 rams of Pol ProTm. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Barcelona 900 Mortar Set 24.5 5. Tile-Tite Roof Tile Mortar NOA No.: 12-0222.02 MIAMI-DAD'COUNTY Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 5 of 7 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below,or following statement: "Miami-Dade County Product Control Approved". Y • Soso*0 • •••♦♦• *00000 • • •• •• •• a •i•.i• LABEL FOR BARCELONA 900 TILE (LAKE WALES BL'P,ANT 2)- :... •• • ....% LOCATED UNDERNEATH TILE ; •• ♦ .. .....• 6. BUILDING PERMIT 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 the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 12-0222.02 MIAMI•DAD,COUNTYF-11290Expiration Date: 04/26117 Approval Date: 04/19/12 Page 6 of 7 PROFILE DRAWING NAIL HOLES - ' OVERLOCK f. 4� 4' = 3 5/8" 13 " UNDERLOCK BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE 0000 . . 0000 0000.. .. 0000 . . 0000.. .. . 000000 000.80 . :*Goo:0000.. 0000 0000 . . . 0 8 0000 0000 0000. 0000.. .. . 0000. . . . 0000 .. . 0000.. . .00... . . . . . 0 0000.. .0000. 00. 4600:00 0 0 . . .0000. 00 0 NOA No.: 12-0222.02 rtu�rti•�e COUNW Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 7 of 7 MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315 2599 NOTICE OF ACCEPTANCE (NOA) Ni'N%w•miamidade..aov/economN TAMKO Building Products,Inc. P.O.Box 1404 220 West 4'Street Joplin,MO 64801 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: Tamko Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement(4q.gy product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure tocompl�•wWany ....�. section of this NOA shall be cause for termination and removal of NOA. •• •••• • ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, ot�� ,and foflpwed by tt*e•, expiration date may be displayed in advertising literature. If any portion of the NOA is.44layed, Uvuit shaIC bls° done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its dish igntors and shall be available for inspection at the job site at the request of the Building Official. .....° •• This NOA revises NOA No. 12-0406.07 and consists of pages 1 through 6. ••••%• The submitted documentation was reviewed by Gaspar J Rodriguez. ;°...; NOA No.: 14-1117.07 MIJAMMADECOUNTYM Expiration Date: 07/05/17 � l ,•••4 Approval Date: 02/11/16 Page 1 of 6 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Category: Underlayment Material: SBS SCOPE: This approves Tamko Underlayments, as described in this Notice of Acceptance; designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Product Description Specification TW Metal and Tile 39 W wide TAS 103 Self-adhering rubberized asphalt underlayment. Underlayment ASTM D 1970 Manufacturing Location #1 Moisture Guard Plus 36" wide ASTM D 1970 Self-adhering rubberized asphalt underlayment. Manufacturing or Location #1 39%"wide TW Underlayment 39 W wide ASTM D 1970 Self-adhering rubberized asphalt underlayment. Manufacturing Location 92 Awabase SA 39 W wide ASTM D 4601 Self-adhering rubberized asphalt base sheet. Direct Manufacturing Type II adhesion to wood deck not permitted in the HVHZ. Location #1 Shall only be mechanically fastened to wood deck. Do Not Remove Release Film! Awa Nailbase 39 W wide ASTM D 4601 Fiberglass rubberized asphalt base sheet. Manufacturing Type II Location 91 • . 0000 0000.. Tamko SA Base 39%"wide ASTM D 1970 Self-adhering rubberized asphaklj,1s$sheet..Airect Manufacturing adhesion to wood deck not permitted in dre•f][411Z. •••• • Location #1 Shall only be mechanically fasW400 to wood*leck. th...: Not Remove Release Film! 0000 0000 0000. Tamko SA Cap 39 W wide ASTM D 6164 Self-adhering rubberized asphattWlheet sffaCed with" Manufacturing Type I granules. " ' Location #1 • AwaplanTM 39 W wide ASTM D 6164 Polyester SBS modified membrane surfacedwimo • Manufacturing Type I granules. •• .. 0000 Location #1 •• MANUFACTURING LOCATION: 1. Joplin, MO 2. Columbus,KS NOA No.: 14-1117.07 LAMMADExpiration Date: 07/05/17 glajxejlivll �r Approval Date: 02/11/16 Page 2 of 6 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Trinity) ERD T11090.09.08 TAS 117(B)/TAS 114(C) 09/18/08 PRI Asphalt Technologies, Inc. TAP-191-02-01 ASTM D 1970 11/16/07 TAP-192-02-01 ASTM D 1970 11/13/07 TAP-193-02-01 ASTM D 1970 11/16/07 TAP-207-02-OIREV TAS 104/ASTM D 4798 12/10/08 TAP-185-02-01 REV ASTM D 6164 11/06/08 TAP-196-02-01 ASTM D 1970 01/09/08 TAP-324-02-01 TAS 114-95 11/11/15 TAP-238-02-01 ASTM D 4601 08/25/10 TAP-262-02-01 ASTM D 4601 01/24/12 TAP-262-02-02 ASTM D 1970 01/24/12 TAP-298-02-01 ASTM D 6164 11/10/15 APPROVED ASSEMBLIES: Deck Type 1: Wood,Non-insulated Deck Description: 19/32' or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened to deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type I1 or ASTM D 2626 with a minimum 4"side lap and a 6"end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c.the field of the roll. Membrane: One or more plies of TW Metal and Tile Underlayment with a minimum 4"side lap and 6" end lap. Place the first course of membrane parallel to the eave rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. Vertical strapping of the roof with TW Metal and Tile Underlayment is acceptable. When used in Tile roof systems the cap sheet shall be back nailed to deck with a roved annular ring shank nails and tin caps at a maximum 12"o.c. at theside laps and' '•P.C.at t1►g•••• end laps. No nails or tin caps shall be exposed. " • Surfacing: Approved Mechanically Fastened Tile or Metal Roofing Assembly":Approved'Rodfing "'•" Assemblies where an ASTM D 1970 underlayment is allowed. .000 see* '""" • 40 • •••• •••• i•••• •••••• •• • ••••• •• •• •• • •••••• • •••••• • • • • • • •••••• 00 0 000:92 0 •• • NOA No.: 14-1117.07 Expiration Date: 07/05/17 MuuHiF—TIM16 my couwnr Approval Date: 02/11/16 Page 3 of 6 Deck Type 1: Wood,Non-insulated Deck Description: 19/32" or greater plywood or wood plank System E(2): Anchor sheet mechanically fastened to deck,membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4"side lap and a 6"end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c.the field of the roll. Membrane: One or more plies of Moisture Guard Plus with a minimum 3.5"side lap and 6"end lap. Place the first course of membrane parallel to the eave rolling the membrane to obtain maximum contact.Remove the release liner as the membrane is applied. Vertical strapping of the roof with Moisture Guard Plus is acceptable. Surfacing: Approved Roofing Assemblies where an ASTM D 1970 underlayment is allowed. Deck Type 1: Wood,Non-insulated Deck Description: 19/32" or greater plywood or wood plank System E(3): Anchor sheet mechanically fastened to deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type I1 or ASTM D 2626 with a minimum 4"side lap and a 6"end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c.the field of the roll. Membrane: One or more plies of TW Underlayment with a minimum 4" side lap and 6"end lap. Place the first course of membrane parallel to the eave rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. Vertical strapping of the roof with TW Underlayment is acceptable. Surfacing: Approved Roofing Assemblies where an ASTM D 1970 underlayment is allowed. Deck Type 1: Wood,Non-insulated Deck Description: 19/32" or greater plywood or wood plank 0000 . . 0000 0.006. System E(4): Anchor sheet mechanically fastened to deck, membrane adhered. • • 6 0 .. 6 0000 • Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with nim UAW lap 6 6 6 6; and a 6"end lap mechanically fastened to deck with approved anndm4mgshank nails and 6 tin caps 6"o.c.at the laps and two staggered rows 12" o.c. in the field 6ofthe roll'6.6 6 :0060: Membrane: One or more lies of Awa Ian applied at a right angle 90° to theJ;6e of the 6••6 •6 6.6 P P PP g g ( ) p deck adhered;•.• in a full mopping of approved asphalt applied within the EVT rang�apat•a rate o12048 666666 lbs./sq. Vertical strapping of the roof with Awaplan underlaymenriS.00-tP6eptable.• • When used in Tile roof systems the cap sheet shall be back nailed jo dept witiapp"* ved 6••6.6 annular ring shank nails and tin caps at a maximum 12"o.c. at the'side lips andq",p.c. at the•••• end laps. No nails or tin caps shall be exposed. 6 6 6 Surfacing: Approved Mechanically Fastened or Adhered Tile or Metal Roofing Assembly or Approved Roofing Assemblies where an TAS 104 underlayment is allowed. NOA No.: 14-1117.07 MIAMI•DADE COUNTY Expiration Date: 07/05/17 Approval Date: 02/11/16 Page 4 of 6 Deck Type 1: Wood,Non-insulated Deck Description: 19/32" or greater plywood or wood plank System E(5): Anchor sheet mechanically fastened to deck,membrane adhered. Base Sheet: One or more plies of Tamko SA Base with a minimum 4"side lap and a 6"end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. in the field of the roll. Shall only be mechanically fastened to wood deck.Direct adhesion to wood deck not permitted in the HVHZ.Do Not Remove Release Film! Membrane: One or more plies of Tamko SA Cap with a minimum 4" side lap and 6"end lap. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact with base sheet. Remove the release liner as the membrane is applied. Vertical strapping of the roof with Tamko SA Cap underlayment is acceptable. When used in Tile roof systems the cap sheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12"o.c.at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed Surfacing: Approved Mechanically Fastened Tile or Metal Roofing Assembly or Approved Roofing Assemblies where an ASTM D 6164 membrane is allowed. Deck Type 1: Wood,Non-insulated Deck Description: 19/32" or greater plywood or wood plank System E(6): Anchor sheet mechanically fastened to deck, membrane adhered. Base Sheet: One or more plies of Awa Nailbase or Awabase SA with a minimum 4"side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and three staggered rows 6" o.c.the field of the roll. Membrane: One or more plies of Tamko SA Cap with a minimum 4" side lap and 6"end lap. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact with base sheet.Remove the release liner as the membranes applied.V�ilt?dal •••••• strapping of the roof with Tamko SA Cap underlayment is accepta;14• •••• •. When used in Tile roof systems the cap sheet shall be back nailed ttrdtek with appros ed *see:* annular ring shank nails and tin caps at a maximum 12"o.c. at the 9rcreeraops and 6"00.c. at :0000: the end laps. No nails or tin caps shall be exposed .... .000 s e 0000 ease 00000 Surfacing: Approved Mechanically Fastened Tile or Metal Roofing Assembly,q•4lprov 0.0G." cl Roofing a 4:a 4• Assemblies where an ASTM D 6164 membrane is allowed. •• •• •• *00000 asaeee 0 • eaeeee 000000 a a 4 •0040: 00 0 0000 e 0 • 4 NOA No.: 14-1117.07 Expiration Date: 07/05/17 MIAMI•—U7.COUNTY Approval Date: 02/11/16 Page 5 of 6 GENERAL LIMITATIONS: I. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Tamko Underlayments shall be installed in strict compliance with applicable Building Codes. 3. All Tamko Underlayments shall be applied to a smooth, clean and dry surface with deck free of irregularities. Deck shall be fastened in strict compliance with applicable Building Codes. 4. All Tamko Underlayments shall not be applied over an existing roof membrane as a recover system but may be applied over an approved roofing Base/Anchor sheet underlayment. 5. TW Metal and Tile Underlayment, Moisture Guard Plus, TW Underlayment, Tamko SA Base & Tamko SA Cap shall not be left exposed as a temporary roof for longer than 30 days of application. 6. Awaplan shall not be left exposed as a temporary roof for longer than 180 days of application. 7. The standard maximum roof pitch for Awaplan shall be 6:12 for flat tile installation and 6:12 profiled tiles with lugs. 8. The standard maximum roof pitch for TW Metal and Tile Underlayment and Tamko SA Cap shall be 4:12 for flat tile installation and 4:12 profiled tiles with lugs. 9. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 10. Tile storage shall be on a battened roof deck when the underlayment slope limit (See #7 & #8 above) is exceeded. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. 11. The Tamko Underlayments may be used with any approved roof covering Notice of Acceptance listing the Tamko Underlayment as a component part of an assembly in the Notice of Acceptance. If Tamko Underlayments are not listed, a request may be made to the Authority Having Jurisdiction (AHJ)or the Miami- Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance, and fire testing results. 12. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 13. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membTAfleand roll from the center outward in both directions. •••• ; 14. For the self adhered membranes roll or broom the entire membrane surface so as "kayo 1000/15.rdn1:tct wLtb.::. the base sheet, giving special attention to overlap areas. ••••+• + 15. Flash vent pipes, stacks chimneys and penetrations in compliance with Roof A'�Seftl c 1't" Prodt'tct••: P�P Y P P Y >� .... .•+• ••1•+ Control Notice of Acceptance and applicable Building Code. 16. All protrusions or drains shall be initially taped with a 6" piece of approved T r••••Underl•'rrient. 'Me""• P Y P P� PP a1�SP. flashing tape shall be pressed in place and formed around the protrusion to ensure ati�gdtit.fit. A second layer of , • the same Tamko Underlayment shall be applied over the taped underlayment. s . 17. All products listed herein shall have a quality assurance audit in accordance with:he.Fprida�ui113ing Codes • and Rule 61G20-3 of the Florida Administrative Code. •' .•';'. • 18. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city, state and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIAMI•DADE COUNTY END OF THIS ACCEPTANCE NOA No.: 14-1117.07 MIAMI-DARE COUNTY Expiration Date: 07/05/17 F-12UNIAM Approval Date: 02/11/16 Page 6 of 6