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RF-12-9391• Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 174025 Permit Number: RF -5 -12 -939 Scheduled Inspection Date: July 13, 2012 Inspector: Bruhn, Norman Owner: SALYER, THOMAS Job Address: 311 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: EARL W JOHNSTON ROOFING, INC. Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132060136100 Phone: 954- 989 -7794 Building Department Comments RE -ROOF TILE AND FLAT Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 12, 2012 For Inspections please call: (305)762 -4949 Page 11 of 19 ACB2 Engineering Inc. Testing & Engineering Services Certificate of Authorization# 8131 'el: 954- 245.8976; Fax: 954.301.7776 5230 NE 18th Avenue Fort Lauderdale ,FL 33334 7/9/2012 Roof Tile Uplift Test Report Attention: Miami Shores Village, Building Division, 10050 NE 2 Avenue, Miami Shores FI 33138 Test Date: 07/9/2012 Permit # RF -5 -12 -939 Property Address: Salyer Residence 311 NE 94 Street, Miami Shores, FI Roof Pitch: Type of Tile: Roof Area: 3 1n 12 Santa Fe Roof Tile 44.00 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive -Poly Pro H 160 Field Instrument : IMADA Force Gauge 0 -100 Serial number: 243454 Test Location Perimeter Area: 20.00 sq Field Area: 24.00 sq No. of Corner: 10 Ridge Areas: 242 pcs Total Number of Tests Field Uplift Pull Test Test results 20 As per FBC 2010 24 As per FBC 2010 10 As per FBC 2010 19 As per FBC 2010 important: Passed Passed Passed Passed These laboratory results can change due to future weather impacts and /or unavoidable roof traffic. Therefore, this report represents the TAS 106 results at the time of the test. Please see attached a Roof Sketch for this project. Cordially ACB2 E Anton! Fla. R g Inc. (NOA 09- 1005.01) cevedo, PE No: 36466 7/ //MI z Mesa, 33082 (4) 3O1 rfft • .1* • Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 , 2 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUIL ING PERMIT APPLICATION FBC 20 Type: BUILDING �r ROOFING OWNER: Name (Fee Simple Titleholder): ! iiiot, cr./ y(/2 Phone #: 3e0.--75-70.53-2 s2 Address: 3// itL / City: fl, 4 Mi rj da ce State: 04/62! 6/4 Zip: 33 /3 8 Tenant/Lessee Name: Phone #: Permit No. P--r- 2 — 93, Master Permit No. Email: JOB ADDRESS: 311 /l0 4.f 0 57` City: Miami Shores County: Folio/Parcel #: 1/¢ 63) C4- 0/3 + 6/66 Is the Building Historically Designated: Yes Miami Dade zip: ,43 /3S NO Flood Zone: CONTRACTOR: Company Name: 1120 Ai, 7J dti o& Ain C- /JCo Phone #: 901-- / Z/ -779Y Address: .s-7VV/ 4 &t.J4f 61- City: J/®/ /JM)oo d State: f /vg. dl hl Qualifier Name: keigL 4,1 (% I/ 37 14 Zip: , �13.2 03 Phone#: FJ^Y Y [ g -779' State Certification or Registration #: CCC eki-76 73 Certificate of Competency #: Contact Phone #: %r$ 7 27 97 Email Address: DESIGNER: Architect/Engineer: Phone #: 9 Footage Value of Work for this Permit: $ 3 V/ �oo � Square/Linear Foo a of Work: �?d0 Type of Work: ❑Addition OAlteration New AfRepair/Replace Description of Work: ge/21 744K ® /L 71 C4 94- CiAt iRUe. Ze C t4 d- ,LP.r CT t7/? ODemolition * m****** * ******** ** *** ** ********* ** **** ee z** :* *+ x*** *** **: x**** ** ********** ***** ***** Submittal Fee 'ea Permit Fee $ 5T 0 CCF $ CO /CC $ N Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ 7 TOTAL FEE NOW DUE $ 'D61 • 50 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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. Owner or Agent The foregoing instrument was acknowledged before me this 1 day of , 20 0by lyP who is person y known to me or who has P roduced As identification and who did take an oath. NOTARY PUBLIC: , Signature Contractor The foregoing instrument was acknowledged before me this 1,9 day of who is p sonall known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: , 2012,, by _ n . tai l `I T i Sign: OM " Sign: _4 A r Print: P OI't "` Z") Print: I rTilliraffi L 0r� ;,,0`PR.Y PgBlc MEG A. ROMEO RY P� My Commission ' ► fires: �P a MY COMMISSION # DD 788767 My Commissi ► xpires: �o ,._<, <,, MEG A. ROMEO EXPIRES: June 22, 2012 = MY COMMISSION # DD 788767 r o�\O. Bonded Tim BUGS t Notary Services �; ➢I EXPIRES: June 22, 2012 BoF F ,re or- F��`` Bonded Thrs B.id? ^t tdoteN Services ******:k********************* *x: ****************x:**** *** ***m******** ******* **** **+ k: k********************i:****** APPROVED BY 44i�.J�� Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA. COUNTY OF MIAMI -DADE: TAX FOLIO NO. /1-3,2o 6- 0/3 100 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement 11111111111111111111111111111111 1111111111111 CFI+I• 2012R0367007 OR Bk 28122 Ps 10307 (lp9) RECORDED 05/23/2012.13 ;02:20 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street/address:4i // �dl j%.Sr Ian; 3NgRIS /7 . ?3/3b' J ®! ee aZ5 o i /K. 'S 2. Description of improvement: CPC R_oef . 7! a Roo 3. Owner(s) name and address: o ., E. F - St , . t t 1 33/3? Interest in property FEE SIMP Name and address of fee simple titleholder. 4. Contractor's name address and phone number: EARL W. JOHNSTON ROOFING, INC. 5721 DEWEY STREET, HOLLYWOOD, FLORIDA 33023 954-989 -7794 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the -State of Florida designated by Owner upon whom notices or other documents may be served as provided by 'Section 713.13(1Xa)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1Xb), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a ddrerent date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. SignatureL ). s) or uthorized Officer /Director/Partner /Manager • By X By Print NameT a al f. S 5/1t I/4 /Z Print Name Title/Office 0/014512—... Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this 22 day of fff#1 /TO . /2 . • _L_d7r7,�1i�'S. a74i$' . t„ . Individually, or 0 as for ❑ Personally known, or ❑ produced the following type of identif Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) ofQwner(s) or Owhe s)'s Authorized Officer /Director/P ar#ner/Managerlwho signed above: By X . By - T.� 4.111111,L�� -, * -.II, , MY COMMISSION #D0788767 EVES: Jame 22, 2812 0# BandedmwBu Services rq STA1 OF FLORIDA, COUNTY OF DADE 1 HEREBY CERTIFY that this rs a true copy or me nnglnal filedl,n this office or cay of SAY 2 3 2012 , ;.,1r WITNESS my hand and Otr• i. it and County Courts D.C. CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: Tf/"445 /yEf ' PERMIT # ADDRESS: ,31 / I°. q' y St FOLIO NUMBER: J/- 320 6- D /3 - 0 FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: 3y 6'00 (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): VALUE OF PRINCIPAL STRUCTURE (attach appraisal): 25 477-4-e"- OWNERS SIGNATURE: DATE: /i'i PLANREVIEWER: PLAN REVIEWER SIGNATURE: DATE: Created on June 2009 • My Home rnkun ad,e.gpv, Show Me: Property Information-Text Search By: Select Item !IF Address Search 'Enter the address and click "LOCATE". Use the Tab key to switch between fields or click using the mouse. House Number: Direction: 311 NE Ve. . 4 Street Name: 94 Street Type: ST Unit (opt): Zip Code (opt): Go to property map ta Property Appraiser Tax Estimator P roped)/ Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Tio MIAMI-DADE & Print friendly version Folio No.: 11-3206-013-6100 Property: 311 NE 94 ST Mailing Address: THOMAS W SALYER &W KATHLEEN M 311 NE 94 ST MIAMI SHORES FL 33138-2831 Property Information: Primary Zone: 1300 ONE FAMILY CLUC: 0002 MULTIFAMILY 2 LIVING UNITS Beds/Baths: 3/3 Floors: 1 Living Units: 2 Adj Sq Footage: 2,655 Lot Size: 16,663 SQ FT Year Built 1941 Legal Description: 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 10 & 11 BLK 45 LOT SIZE 16663 SQ FT OR 15088-4013 0691 1 OR 15088-4013 0691 00 Assessment Information: Year. 2011 2010 Land Value: $200,880 $251,100 Building Value: $257,697 $257,807 Market Value: $458,577 $508,907 Assessed Value: $202,352 $199,362 Exemption Information: Year 2011 2010 Homestead: $25,000 $25,000 2nd Homestead: YES YES Taxable Value Information: Year 2011 2010 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/$152,352 $50,000/$149,362 County: $50,000/$152,352 $50,000/$149,362 City: $50,000/$152,352 $50,000/$149,362 School Board: $25,000/$177,352 $25,000/$174,362 Sale Information: Sale Date: 6/1991 Sale Amount $154,800 Sale 0/R: 15088-4013 Sales Qualification Description: Sales which are qualified View Additional Sates Additional Information: Empowerment here to see more information for this property: ommunity Development District ommunity Redevelopment Area Empowerment Zone nterprise Zone oning Land Use rban Development Boundary oning on-Ad Valorem Assessments nvironmental Considerations 5/22/2012 401.01.mftto., 44444:%%444444444244MI Questions and Comments webmaster amiamidade.gov Property Appraiser Home Page Property Information Online 1-101P Property Information Home Page 4 • IN BROWARD 954 - 989 -7794 954 - 989 -5666 FAX CC C057073 EARL W. JOHNSTON ROOFING, INC. 5721 DEWEY STREET HOLLYWOOD, FLORIDA 33023 800 - 940 -LEAK LICENSED & INSURED STATE CERTIFIED kit (e.4. NAME Thomas Salyer PHONE 305 - 757 -4557 / 305 - 332 -6979 DATE 5 -14 -2012 ADDRESS 311 N.E. 94 St. Miami Shores, FL 33138 JOB ADDRESS SAME TERMS o . ► : ► r o WE ARE PLEASED TO SUBMIT THE FOLLOWING PROPOSAL AND CONTRACT SPECIFICATIONS PREPARATION FLAT ROOF Remove existing roof to a clean workable surface and dispose Of all debris. ZReplace damaged lumber (see lumber cost below) Install new vents or lead sleeves flashing around vent stacks. ISIInstall flashing, type: Galvanized ❑Install Insulation: Price based on tear off of 1 roof layer, Additional layer removal @ $ 50.00 per sq. TILE ROOF 1� JOB DESCRIPTION REROOF TILE AND FLAT ►Z� 0 Install 75 Lb. fiberglass felt as per code. Install 2 ply's of ply 4 fiberglass felt with hot asphalt. Install white 3x3 inch save drip metal. Install G.A.F. FIBERGLASS MINERAL CAP SHEET, System has a 10 year manufacturer's warranty. Install 30 Lb. felt as per code. Install white 3X3 inch save drip metal. ®Install 90 Ib. slate with hot asphalt Cotbr Install Santa Fe Spanish °S" Clay Tile ❑Mortar Set ®Foam Set DMechanically Set LUMBER COST 44 r3 e IiSheathIng @ $ _ 3.00 per sq ft. Rafter Deddng @ $ 3.00 per linear ft. Soffit Fasda @ $ 4.00 per linear ft. (]Beams DOther @ $ per ft. Price Indudes up to 200 ft sheathing or decking. All other lumber Installed at the above costs. *This proposal is based on the conditions observable by visual and non - Invasive means. There may exist hidden problems and latent defldendes and defects, Induding those which may not be readily observable through visual or non - invasive inspection, or which are otherwise obscured from visual Inspection or which would be revealed through invasive procedures. To the extent that such hidden problems, latent deflcendes and defects are discovered after the obscuring condition is removed, invasive procedures and /or work hereunder has begun, and additional materials are required due to any of the foregoing (such as additional lumber beyond that set forth herein), EARL W. JOHNSTON ROOFING, INC., shall be entitled to payment for such additional materials at the rate stated herein. INITIAL ACKNOWLEDGEMENT PROPOSAL ►Z� @ $ 4.25 per linear ft. @ $ 4.50 per linear ft. @ $ per linear ft. • u i 3 , ■ _ :1. • a :1 ' u ►r • • • G. C �oSd /s` aD aw • • • •n • : • • kirt•L`I•lrl11�,�'A� t.]J. 1L'!3i:3� leliTzi -/ �iV Il4•T•X94'a ;: "0111p4l4! unli•T•ZelJirs I iti._ -,L• 1 irif `ilex 'r :vv�1il .1. im/ Guaranteed 60 months for labor and material only. PRICE DOES NOT INCLUDE ANY ASBESTOS SURVEYS OR REMOVAL IF REQUIRED BY BUILDING DEPT. PRICE DOES NOT INCLUDE ANY A/C, ELECTRICAL OR OTHER TRADES REQUIRED. We agree to perform and complete the work in a workmanlike manner for the sum of $ 34,900.00 °77 ;tot /4 (01 (a THIRTY FOUR THOUSAND NiNE HUNDRED AND 001+ 00 _____ _____ ___a...- ��_�...__._.__�__ --- --- _____�_. ___Dollars The above price Is to be paid according to the terms of the above contract. °You the buyer may cancel this transaction at any time prior to midnight of the third business day after the date of this transaction." If you the buyer wish to cancel this transaction after your right to cancel has passed, you the buyer shall pay Earl W. Johnston Roofing, Inc. liquidated damages of $250.00 plus any cost incurred. ADDITIONAL TERMS & CONDITIONS 1. No carpentry work, woodwork, gutter work, or painting, whatever Is Included in this contract unless mentioned In spedflcatiohs. 2. EARL W. 3OHNSTON ROOFING, INC. carries full Insurance as required by Florida law, but shall not be held responsible for damages either before commencement of or during said work, caused by strikes, war, acts of God, sudden rains, wind storms, or any event beyond our control. 3. The only work to be done or guaranteed is as set forth In this contract, no premises, verbal or otherwise will be valid. 4. EARL W. 3OHNSTON ROOFING, INC. does not guarantee against leakage due to footwear, building construction, flre, hall, hurricanes, termites, etc. or any event beyond our control. 5. In the event leakage occurs in work completed by EARL W. JOHNSTON ROOFING, INC. contractee must notify EARL W. 3OHNSTON ROOFING, INC. EARL W. 3OHNSTON ROOFING, INC. will then repair said leak at no charge to contractee, providing article #4 of this section doesn't apply and said job completed has been promptly paid In full and warranty Is in effect. 6. Work done, or attempted to be done, on this roof by other than EARL W. 3OHNSTON ROOFING, INC. or their authorized agents relieves the warrantor from any further obligation hereunder. 7. EARL W. JOHNSTON ROOFING, INC. will not be held responsible for damage to sidewalks, driveways, lawns, fences, sprinkler systems, etc. where same must be crossed to gain access to building. 8. This warrantee is not assignable and Is not subject to alterations, except by written agreement executed by an officer of the warrantor. 9. In the event payment Is not made as slated In spedfications, costs of collection Induding all attorney fees, court costs, collection agency fees are to be paid by owner or owner's agent. 10. Any interruption in the work which is the fault of owner or owner's agent will be billed according to time and materials lost and such costs shall be due and payable upon receipt of bill. 11. Due to the nature of roofing EARL W. JOHNSTON ROOFING, INC. shall not be liable for damages to walls, ceilings, Interior furniture, fixtures, decorations, stock or equipment, air conditioners, solar heaters, screenings, swimming pools, patios, etc. Either before, during, or after said leakage or otherwise. 12. Due to the nature of roofing work, we strongly recommend that the following be completed by the customer prior to our commendng work. 1. Cover furniture with a drop doth. 2. Remove any lamps, art objects or other breakable Items from room. 3. Remove any debris that may have fallen in swimming pool after each phase of roof work. Although we take all due care, EARL W. JOHNSTON ROOFING, INC. can not be responsible for any dirt or small debris that might fall through sheathing on exposed ceiling type roofs, therefore there may be some dean up (vacuuming, dusting, etc.) required of the customer after completion of the job. You are hereby authorized to furnish all material and labor required to complete the work according to the terms and conditions of this proposal and contract, for which we agree to pay the amounts Itemized above..,, Mieit xe, wade/ SIGNATURE OF SALES REPRESENTATIVE SIGNATURE OF OWNER %R OWNERS AGENT UNSIGNED CONTRACT PRICE IS SUBJECT TO CHANGE AFTER 30 DAYS ROOF ASSEMBLIES AMP ROOFTOP STRUCTURES •," KF 939 Miami Shores Village APPROVED ZONING DEPT i KO / 3 112 Florida Building Code Nit4z9 High-Velocity Hurricane Zone Uniform Fiorrn- p. !cation Form. (I'l IAN(I WI II I At l I I 1)i IIAI._ __..• ....__. Section A (General !nit) "rinatibiii A)M Master Permit No. PreceSiNn.) '1 t! 1 '' ,',' 'i ' ' ' , ;( ;1 r ' ;( ):•;!1 Contractor's Name 6611:6— W. Job Address 3// £ Ft/ 5t ROOF CATEGORY oAr VI ' I/VG infe K. Low Slope El Mechanically Fastened Tile 0 Asphaltic Shingles 0 Metal Panel/ShIngles 0 Prescriptive BUR-RAS 150 ROOF TYPE Reroofing 0 Recovering ROOF SYSTEM INFORMATION 13 New Roof MePtarAdhesIve Set Tile D Wood Shingles/Shakes 0 Repair 0 Maintenance Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 00 P Y9/00 y700 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 delevated pressure zones and location of parapets. 1.,• Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) • Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA ") System Manufacturer: etaF 07-OPac NOA No.: Design Wind Pressures, From RAS 128 or Calculations: Pmax1: l • a Pmax2: &' 6 Pmax3: /2 3 Max. Design Pressure, From the Specific NOA System: °"" Deck: Type: led • • Gauge/Thickness: Slope: F Anchor /Base Sheet & No. of PIy(s): Anchor /Base Sheet Fastener /Bonding Material: ii Insulation Base Layer. Base Insulat Base Ins Thickness: :onding Material: Top Insulation Lay Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Material: Base Sheet(s) & No. of PIy(s): B s N Sheet Fastener /Bondl at n ,. Ply Sheet(s) & No. of Ply(s): Y PIy Sheet Fastener /Bonding ` ateria oTpply: Top PIy Fastener /Bonding Material: i46r Qr Surfacing: Al Is Fastener Spacing for Anchor/Base Sheet Attachment Q Field: ` " oc @ Lap, # Rows cR _ @ I " oc Perimeter: G" oc @ Lap, # Rowel @Q" oc Corner: 6 " oc © Lap, # Rowsq @G" oc Number of Fasteners Per Insulation Boyd Field Ada Perimeter Corner NIS Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. 14 cr PIN e-1 `15w 11 Parapet Height /0 ' Mean Roof Height ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High-W(101W Hurricane Zone Uniform Permit Application Form. cton D Sloped Roof System) C144/ Roof System Manufacturer:S.W.:it t2 Tct Coe, 64107:4 ‚J's'( 5 r%ez Notice of Acceptance Number: 49- /co Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations). ggi 2 P2: Z214. P3: fig 3 /1/IA re‘Siga rksai. fria#4,0 A 774c1ime.a 3 Al kcenp4,4,4,01 Aim-7W fit 0 &Sig 411-/igp RI Slope: : 12 Steep Sloped Roof System Description Deck Type: hive.° Type Underlayment: Insulation: Fire Barrier Ridge Ventilation? Mean Roof Height: /a /164-7 -i-Ade, 5Z713 Fastener Type & Spacing: 1/6M(y4eidionit kihix /24,40 6-4v4P5 Adhesive Type: ficir /5P//4LT Type Cap Sheet Roof Covering: suzi 5,94,v4, ,5 Ca), Type & Size 11_3_x3 Agtt Drip Edge: 2010 FLORIDA BUILDING CODE — BUILDING T ROOF ASSEMBLIES AND FIOOFTOP STRUCTURES Florida Building Code Edition 2010 High•Veiocity Hurricane Zone Uniform Permit Apptication Form. Section E (Tile Calculations) For bomeitt based the systems, choose either Method 1 or2. Compare the values for Mr whit the values from Mp if the Me values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Rased Calculations Per RAS 127" (Pi:VV2'4)0.012971r/,6 /2,Mg /.2 _h ;13i /7'y Product Approval M i" (P2.4�c p , 6 x D.27 / //2 Product Approval M�� / / (Piolr/ x 7curi7 _ 2/77 - bg• :S: d 2 - Mr /.' a7 /• Product Approval M�J 3r Method 2 "Simplified 'ilia Calculations Per Table Below" Required Moment of Resistance (Mr) From'Ihble Below Product Approval M Mr required Moment Resistance* Mean Hoot Height -% Hoot Slope I, 15' 20' 25' 30' 40' 2:12 34.4 36.6 38.2 39.7 422 3:12 32,2 34.4 30.0 37.4 39.8 4:12 30.4 32.2 33.8 351 37.3 5112 28.4 30.1 31.6 32.8 34.9 6:12 28.4 28.0 29.4 30.5. 32.4 7:12 24.4 26.9 271 28.2 30.0 *Must be used in conjunction with a list of moment based tine systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based file systems use Method 3.'Compared Me values forF with the values forFzr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift liased'Ffle Calculations Per RAS 127" (Pi: x L = xw zs } _ W: x cos 8 = F1 Product Approval 3: , (P2: x L, x w = ) - W: x case ° Fa Product Approval t (P3: x L x w: R j - W: x cos 8 = Fi3 Product Approval F' • • Where to Obtain information Dtcription Symbol Where to find RAS 127 Table 1 or by an engineering analysis prepared by PEbnsed on ASCE? Design Pressure Pl. or P2 or P3 Mean Roof lietght H kb Site Roof Slope 8 Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity M g • Product Approval Attachment Resistance Mt • Product Approval Required Moment Resistance Mg F' Calculated Product Approval Mlninumt Attacluuent Resistance Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval Alt calculations must he submitted to die building official at the time of permit application. --20 0 FLOFT1F3AA Rttl- L101110 OECOEJE -- 13t1tLDING 15.3/ M i:A M !DAD BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation. 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Decks. 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 of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 03 -0501.05 and consists of pages 1 thropgh 19. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 ROOFING SYSTEM. APPROVAL Category: Sub-Category: Deck Type: • Maximum Design Pressure TRADE NAMES OF PR 11 Roofing BUR Wood -75 psf .UCTS MANUFACTURED-OR LABELED BY APPLICANT: TABLE 1 Product Dimensions Leak BusterTM MatrixTM 307 Premium Asphalt Primer GAF Mineral ShioldTM Granules Leak J3usterTM MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterTM MatrixTM 322 Elastomeric Roof Coating Leakl3usterTM MatrixTM Select Asphalt Emulsion Fibered 306 Leak BustetTM MatrixTM 204 Wet/Dry Roof Cement RUBEROID° Modified Bitumen Flashing Cement LeakBusterTM MatrixTM 201 Premium SBS Flashing Cement GAFGLAS° #75 , 3, 5, 55 gallons 60 & 100 lb. bags 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 5 gallons 5 gallons Test Specification ASTM D 41 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built-up roofing. ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral ShieidTM Granules shall be used for flashing applications only. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion fibered. ASTM D-4586 Refined asphalt blended with a mineral ASTM D-3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. NOA No.: 07-1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 2 of 19 Product GAFGLAS ® #80 ULTIMATM Base Sheet GAFGLAS® Flex PIyTM 6 GAFGLAS® Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet • GAFGLAS° STRATAVENT® EIiminatorTM Perforated •GAFGLAS Flashing GAFGLAS® STRATAVENT° EliminatorTM Nailable RUBEROID® SBS Heat WeIdTM Smooth RUBEROID® SBS Heat - WeIdTM Granule RUBEROID ® SBS Heat - WeIdTM 170 FR RUBEROID® SBS Heat - WeIdTM PLUS RUBEROID® SBS Heat- WeldTM PLUS FR RUBEROID® SBS Heat - WeIdTM 25 RUBEROID® Modified Base Sheet M(AM6DADE COUNTY APPROVED Test Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 3937" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) wide Various 3937" (1 meter) wide 1 meter (39.37 ") wide 1 meter (39.37 ") • wide 1 meter (39.3T') wide 1 meter (39:37 ") wide 1 meter (39.37 ") wide I meter (39.3T') wide 39.37" (1 meter) wide Specification ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D 3909 ASTM D 4897 D3672 ASTM D 4897 D 3672 • ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D-6164 ASTM D -6164 ASTM D -6164 ASTM D4601, Type II, UL Type G2 BUR Product • Description Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT®EnergyCoteTM. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer .modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with . polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Premium glass fiber reinforced SBS modified base sheet NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 3 of 19 Product RUBEROID® 20 RUBEROID® Mop Granule RUBEROID® Mop Plus (Granule) RUBEROID® MOP Smooth RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® TORCH PLUS (Granule) RUBEROID® TORCH FR RUBEROID® 170FR TORCH RUBEROID® 30 RUBEROID® 30 FR RUBEROID® ULTRACLAD® RUBEROID® Dual FR Vent Stacks (metal and plastic) MIAM1 •BADE COUNTY APPROVED Dimensions 3937" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39,379 (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.379 (1 meter) wide 39.37" (I meter) wide 3937" (I meter) Wide 39.37" (l meter) wide 39.379 (1 meter) wide 3937" (1 meter) wide 39.37" (I meter) Wide Test Specification ASTM D 6163 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 TAS 100(A) ASTM D 1929 ASTM D 635 Product Description SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Asphalt impregnated, coated felt, surfaced with mineral granule. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer modified asphalt and surfaced with mineral granules. One way valve vent used to relieve built-up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 4 of 19 Product Leak BusterTM MatrixTM 302 Non Fibered Aluminum Roof Coating GAF Built -Up Roofing Asphalt - RUBEROID® MOD Asphalt, Asphalt L & Asphalt P Leak BusterTM Matrix"' 602 ' Leak BusterTM MatrixTM 715 LeakBusterTM MatrixTM 531 WeatherCoteTM SeamCoteTM FireOutTM VersaShield® VersaShield® F • 15 VersaShield® FB -2S TOPCOAT® FireShield® MB Leak BusterTM MatrixTM 201 SBS Flashing Cement Leak BusterTM MatrixTM 102 SBS Adhesive Leak BusterTM Matrix"' 202 SB$ Flashing Cement Leak BusterTM MatrixTM 203 Plastic Roof Cement Leak BusterTM Matrix"' 103 Cold Process Adhesive Dimensions 5 gallons 1001b. cartons, bulk 60 Ib. kegs 5 gallons 5 gallons 2 gallons 2, 5 gallons 5, 55 gallons 350 sq fl. roll 350 sq ft. roll 350 sq ft. roll 5, 55 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Test Specification Product Description ASTM D2824, Non - fibered aluminum pigmented, asphalt Type 1 roof coating. ASTM D312, Types I, II, III and IV proprietary ASTM D -412 ASTM D -21 -96 ASTM D1475 ASTM E -1644 ASTM D3019 ASTM D3019 ASTM D4586 ASTM D4586 ASTM D3019 Interply mopping and surfacing asphalt. SEBS modified asphalt. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Elastomeric roofing membrane. . Low VOC, fire barrier coating. Non- Asphaltic Fiberglass -Based Underlayment. Non - Asphaltic Fiberglass -Based Underlayment. Non - Asphaltic Fiberglass -Based Underlayment. Elastomeric roofing membrane Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Cold Applied Asphalt Adhesive: NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 5 of 19 Product Leak BusterTM MatrixTM 303 Fibered Aluminum Roof Coating Leak BusterTM MatrixTM 304 Non Fibered Aluminum Roof Coating Dimensions 5 gallons 5 gallons APPROVED INSULATIONS: Product Name EnergyOuardTM RA, RN Composite A & N EnergyGuardTM Fiberboard EnergyGuardTM Permalite EnergyGuardTM GAFCANTTm EnergyGuardTM Permalite Recover Board EnergyGuardTM Tapered Edge Strip EnergyGuardTM Per lite EnergyGuardTM High Density Fiberboard EnergyGuardTM Composite EnergyGuardTM Composite RA Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck, Dens Deck® Prime, Dens Deck® Dura Gu&dTM Structodek SecurockTM MIAMIDADECOUNTY APPROVED Test Specification ASTM D 2824 Product Description Fibered aluminum coating. ASTM D2824, Non-fibered aluminum pigmented, asphalt Type 1 roof:coating. Table 2 Product Description', Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board Perlite insulation board High density wood fiberboard insulation. Polyisocyanurate/wood fiberboard composite Polyisoeyanurate/wood fiberboard composite Wood fiber insulation board Wood fiber insulation board Per lite insulation board Water resistant gypsum board Wood fiber insulation board Fiber reinforced roof board Manufacturer (With Current NOA) BMCA ' GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA generic generic generic G-P Gypsum Corp Knight Celotex US O Corporation NOA No.: 07-1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 6 of 19 APPROVED FASTENERS: Fastener Number Product Name 1. Drill -TecTM #12 Standard, #14 and #15 extra Heavy Duty Fastener , Heavy Duty Roofing-Fastener 2. Drill -TecTM ASAP 3. Drill -TecTM #12 or #14 Standard screws with AccuTrac Plate 4. Drill -TecTM Galvalume Plates 5. Drill -TecTM Polypropylene Plates 6. Drill -TecTM AccuTrac Plate EVIDENCE SUBMITTED: Test AEency Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. IRT of S. Fl. MIAMI.DADE COUNTY APPROVED TABLE 3 Product Description Insulation fastener and Base Play fastener for steel, wood & concrete decks. Pre - assembled Drill - TecTM Fasteners and metal and plastic plates. Base sheet fastening assembly. Round Galvalume stress plates. Round polypropylene stress plates. Square Galvalume® coated steel plate. Test Identifier JoI.2B8A4.AM J.I. 3B9Q1 AM J.I.OD0A8.AM J.I.ODIA8.AM J.I.OY9Q5.AM 3029832 GAF -012 -02 -02 GAF- 020 -02 -01 02 -005 02 -014 Manufacturer Dimensions (With Current NOA) Various GAF Materials Corp. Various GAF Materials Corp. Various GAF Materials Corp. 3" and 3 %" GAF Materials Corp. 3" and 3 %" GAF Materials Corp. 3" Square GAF Materials Corp. Description 4470 4470 4470 4470 -TAS 114 4470 - TAS 114 4470 - TAS 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 Date 07.02.97 01.08.98 07.09.99 07.29 :94 04.01.98 05.11.07 11.06.01 02.01.02 01.18.02 03.22.02 NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 7of 19 Deck Type 1: Deck Description: Wood, Non - insulated 19/324° or greater plywood or wood plank decks System Type E: Base sheet meehatiically fastened. All General and System Limitations shall apply. Fire Barrier: (optional) Base sheet: Fastening Options: MIAMhDAD COUNTY APPROVED FireOutTM Fire Barrier Coating, VersaShield ®Non - Asphaltic Fiberglass -Based Underlayment or SecurockTM. GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID" Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat- We1dTM Smooth or RUBEROID® Heat- WekdTM 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4, GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS ®Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill -TecTM AccuTrac Plates, 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® Flex PIyTM 6,(OAFGLAS" #75 Base Sheet 4r any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5 psf, See General Limitation #7) GAFGLAS® #80ULTIMATM, RUBEROID®20, RUBEROID®Mop Smooth, base sheet attached to deck with approved 1'A" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 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 -TecTM 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.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 ly Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: See Fastening Above GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill =TecTM AccuTrac Plates, 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. (llfaximuna Design Pressure —7S psf, See General Limitation #7) One o¢'ynore plies of GAFGLAS® PLY--- #80 ULTIMA, RUBEROID® MOP Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs./sq. - (Optional) One ply of GAFGLAS® Mineral SurfaceS d Ca eh e or GAFGLAS�EnergyCapTM 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. (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 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. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal. /sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved sphalt applied within the EVT range and at a rate of 20 -40 lbs./sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak usterTM MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT® MB +, TOPCOAT° Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 galJsq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCoteo roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT® Surface Seal, TOPCOAT° Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at lto 1.5 galJsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. MIAMI DADS COUNTY APPROVED NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 18 of 19 WOOL DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex PIyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A" Dens DeckTM or 'A" 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 4' maximum. 4. .An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 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 (F1) value of 275 Ibf., 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 Consultant (When this limitation is specifically referred 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 shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation 47 will not be applicable.) 10.. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE MIAMIOAbE COUNTY APPROVED NOA No.: 07-1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 ROOFING-SYSTEMS TGFU)- LCon(rnue+ vr'Polyisoe or "Po ly-lio Special' with °Po(yfoam } 1 ';rolyfoam- . ,.Lin, min. s : • se Coat: One Of two applications °Gacoflex U0- 7050 °, applied at 1 ". /sq/applicatton or three applications, applied 1.1/4 gal /sq/applieation -32 dry mils). •facing: °Gacoflex UA•65° Series (various colors), applied 1 gal /sq (12 • mils). : Inegna: 1/2 1LC am: 'Poly-Ise or °PolyIso Special' with °Polyfoam 251 °'or °Polyfoam 3°. 1 In. min. se Coat: Otte or two applications °Gacoflex UB- 7050°, applied at 1 t /sq/apptication or three applications, applied 1.1/4 gal /sq / application q-3! dry mils).. :tracing: °Gacoftex UA•60° Series (various colors), applied 1 gal /sq (15 y mils). t: ?IC Incline: 2 Sam: °PolyIso or "Poly-Iso Special' with °rotyfoam 251° or °Polyfoam 73', 1 In. min. / ase Coat:'GacoSit 5.1000°, applied at 1 g all a (10 d mils urfacing:'Gacoflex S- 1000'. app' 9 / q (10 dry ). :k: RIC Incline: 1 oam: °Polyfoam 251° or'Polyyfoam 303°, any thickness. •urfadng: 'Gacoflex Ure•Slrield 7007 °, 40 • Incline: ek: HC 0 'oam: °Polyfoam 275% any thickness. mils). 3ase Coat: 'GacoflexA•6211 °. 1 -1/2 gal /sq (14 dry m )_ ;urfadng: 'Cacoflex A•6200° series (various colors), 14/2 gal /sq (14 .:y mils). . - IATERIALS CORP 61 ALPS RD, WAYNE NJ 07470 IEROID Z0° or 'RUBERO=O Modified Base Siseet° may be utilized as an ate to Type G2 base sheets in any of the following Classifications. in thick (min) gypsum board or 1/4 in. thick (min) Georgia-Pacific -Creek"' over(ayment board may be used in any existing noncombustible Classification. When this is done, the resulting roofing system" is •table for use over combustible (15/32 in. min) roof decks. the Joints in ypsun board and overlayment board are offset 6 in. with the joints in the If polyslyresie'i1 part of the toot system. it must be placed below the syment board. ASPIfALT FELT SYSTEMS WITII 110T ROOFING ASPHALT e GI asphalt glass mat base sheet (°GAFGLAS kI5 Base Sheet°) is a :ate alternate for Type GI asphalt glass fiber ply sheet ('GAFGLAS Ply 4° or ;LAS Pty 6°) in the Class A, 8 or C roof systems indicated below. roof deck may first be coveted with a Type G2 asphalt glass mat base °GAfGLAS Stratavent (vent -Ply) petforaled° or GAFGLAS Stratavent. ;•Ply) for nailable deck: . Perforated to be mopped and nailable to be ranically attacked granule side down. an option Type G2 asphalt glass mat base sheet (°GAfGLAS el5 Base Slseet° ;AFGLAS Stratavent (vent•rly ) for nailable decks-) may be substituted for 'halt glass fiber ply skeet 'GAFGLAS Ply 4° or 'GAFGLAS Pty 6 °) as tlue •d base ply in the following systems. ;tom ply or base sheet may be solid mopped, spot mopped or mechanically :med. :ess otherwise indicated. all insulations may be hot mopped or mechanically :ned. tFGLAS Flashing' or °Ruberoid° may be used for flashing in any of the Class or C systems listed below. en ° perlile' is referenced. this includes °GAFTEMP rERMAt(UE$° or any UL Classified perlite insulation. 'shed stone or slag are suitable alternates for gravel in a-ny of tine Class A, • C systems listed. nu1tuel cement fiber building units are considered suitable to be included • deck In the following Class A. 0 or C systems listed over C•15/3Z or ITC. use of gypsum board under any of the following Class A. B or C systems s not adversely effect the ralin9. The use of 1/Z in. min gypsum board is scceptable alternate for inleratron over C -15/32 decks. e use of polystyrene insulation board between min 3/4 in. perlite board deck wills rosin paper (pertite /rosin paper /pelystyren: /perlite) Is a a sIe alternate for isocyanurate board in the following Class A, B or C :erns. •Af 1(HP Isotherm 11A°, 'CAI] MI' Tapered Isotlrctsn FA' and 'GAf1[HP •rposite A° may be substituted fur any isocyanurate Insulation In any u( the 1t1306 (H) owing Classifications. Class A, 13 and C. r use -•.': c: 3 nic and glass (ells or modified bitumen ;r .o• .re rra+..;,,ot eGev- jar -�(� ? kooFIMTSYSTE 4 UG / ilt -�- ° 'vtethane'eomposste,wood _ fber /socyanurat_e. posit e: pit otk. xtya thickness: •- :: T-`` "- •4 .. • °. Pty Sheet: Three or mote layers Type GI ' GAFGLAS Ply 4 et'GAFGtAS Ply 6°;. fiat mopped. • - .. Surfacing: Gravel. • 2, fleck: C•15132. ` "-'•' = t iUne: 2 Insulation (Optional): One or more layers pestile. wood,fibc, glass fiber, isocyanurate. urethane.. perlite /isocyanurate composite, perlite/ urethane composite. wood fiber /isocyanurate composite. phenolic. any thickness. Ply Sheet: Tittle or more layers Type GI 'GAFGLAS Ply 4' or'GAFGIAS Fly . 6 °, s Cap Sheet: One layer Type G3 'GAFGLAS Minerat.Susfactd Cap Sheer. 3, Deck: NC iictlne: 2 Insulation (Optional): One or more layers perlite. wood fiber. glass fiber. Isocyanutate, urethane, perlite/isocyanurate composite. perlite/ urethane composite, wood fiber/isocyarurate composite. phenolic, 2•in. max. Ply Sheet: Two or mote layers Type 61 'GAfGLAS Ply 4° or'GAFGtAS Ply 6% • Cap Sheet: One. layer. Type G3 'GAFGLAS Mineral Surfaced Cap Sheet'. 4. Deck: HC . incline: 1/2 • Insulatton: One or two layers 'Isotherm R. 4. in. .max, hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5, 'beck: C -15/32 Iacllne: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: One la er of T s e G : ase Sheer (may be Ply Street: One or more (avers of Tvoe GI 'GAM, AS Ply 4° or GAFGLAS Ply ap Sheet: One la er of Ty • e G•3'GAFGtAS Mineral Surfac d . 0" °. 6. De% . recune: i Base Sheet: Otte layer of Type G2 °GAFGLAS 1175 Base Sheet°. Ply Sheet: One or more layers of Type 61 'GAFGLAS Fly 4' or GAFGLAS Ply 6 Cap Street: One layer of Type 6 -3 °GA: GLAS Mineral Surfaced Lap Sheet°. 7, Deck: C•15/32 tncttne: 2 Insulation: One or more layers perlite. glass fiber. isocyanurate, urethane. perlite /isocyanurate composite, pealile /urethane cemposite, phenolic. 1.0 in. nrin (offset from plywood joints 6 in.). Base Sheet: One or mote layers al Tape GI, G2 or 63. Membrane: One or more layers of 'Ruberoid Torch (smooth or granute). °Ruberoid Torch Plus (granule). ' Ruberoid Hop' (smooth or granule) or 'Ruberoid Mop Ptus' (granule). Cap Sheet: 'GAFGLAS Mineral Surfaced Cap Sheet°. Lot mopped. • 8, Deck: C.15/32 Incline: 2 Insulation (Optional): One or snore layers penile. wood fiber. glass fiber. isocyanurate, urethane. pertite /isocyanurate composite. perlite, urethane composite. wood fiber / isocyanurate cone; :site, phenolic. an/ thickness. . Base Sheet: Two or more layers of 1/pe 62 or G3. Ply Sheet (Optional): One or more layers of Type 61. Membrane: One or more layers of 'Fsberoid Torch' (smooth or granule)„. 'Ruberoid Torch Plus" (granule), 'R;:.eroid Mop' (s.-ootls or granule) cr °P.uberoid Mop Plus' (granule). • Cap Sheet: °GAfGLAS Mineral Sur(a:ed Cap Sheet'. (rot mopped. nos • Class E 1. Deck: C -15/32 Incline: 3.1/2 Insulation (Optional): One or r., : :e layers per! :a. wood fiber. gLa fiber. isocyanurate. urethane. pertitilisocyanurate composite. ('arts'•`/ neetlsaue composite. wood fiber /i ; :cyanurate co :Cm;- .4sile. phenolic. a•'1 thlckascss. Ply Street: Two or more layers of type GI °GAMGI .S ply .° or °GAfGJ•S Ply 6° Cap Sheet: Type 63 'GAfGLAS Min :rat Surfaced Ce7Slseet'. hot sop,' °•'+ 2. Deck: C•15/32 Incline: 3.1/2 Insulation (Optional): Otte or c : ::e tayets pt, ; :tt. wood fiber. g'sss fiber. isocyanurate, urethane. pe:ate /isocyanura :e composite, ett ::e/ methane composite. wood fiber / isocyanurate cc -; :;ire. phenolic. a'/ thickness. Rase Sheet: Two or nurse tams et Typo G1. G7 cr 61. .Membrane :,Use nr nmre layers of 'F.ubcroid lurch' (smooth of prar:ulej.'cr -- fiuheroid lord' T'loi =(gr' °Ruberoid Mop Pius° (granule). Csp Sheet; °GMFGIJS Minesat Sulfated Cap Shce:'. 1:ol nsoPPed. MIAMFDADE ESEA BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (B'YC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Santafe Tile Corporation 8825 NW 95th Street Medley, FL 33178 MIAMI -DADE COt :r`TY PRODUCT CONTROL SECTION 11805 SW 26 Street. Room 2u8 Miami. Florida 33175 -2474 T (7861315-2590 F (7861315.2599 www.ntiemidadaeevibuildir v SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of-construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Contra/ Section and accepted by the Board of Rules and Appeals (BORA) 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 Count} Product Control Section (In Miami Dade County) and/or the AH.1 (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. BORA reserves the right to revoke this acceptance, if it is determined by Miarni -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 Coale. DESCRIPTION: Santafe Spanish •S' Clay 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 mooted 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 of any product. for sales. advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County. Florida. and followed by the expiration date may be displayed in advertising literature. if any portion of the MOA is displayed, then it shall be done in its entittxy. 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 NOM 07- 0626.03 and consists of pages I through 5. The submitted documentation was reviewed by Alex Tigers. 0T0 d NOA No.: 10- 1005.15 Expiration Date: 02/01/16 Approval Date: 01/06/11 Page 1 o1.5 9f/:9T TIM- CZ-1XW ROOF1LNG ASSEMBLY APPROVAL Category: Roofing Sub - Category: Roofing Tiles Material: Clay Deck Tyne: 1k`ond L SCOPE This approves a roofing system using Santa Fe "Santafe 'S" Clay Roof Tile, as manufactured by Santafe Tile Corporation in Bogota. Colombia 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 heroin. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Applieant Specifications Santafe 'S. Clay Roof Tile Trim Pieces Dimensions L = 18" 1TV = 11.1- 1= varies o = varies varying thickness 2.1 SUBMITTED EVIDENCE Teat Aeeocy The Center for Applied Engineering„ lac. The Center for Applied Engineering. Inc. The Center for Applied Engineering. Inc. Redland Technologies Redland Technologies I10'd TAS 112 TAS 112 Product Description One piece high profile clay roof tile equipped with two nail holes. For nail -on. mortar set and adhesive set applications. Accessory trim. clay roof pieces for use at hips. rakes. ridges and valley terminations. Manufactured for each tile profile. Test Identifier 94 -156 -8 94 -156 -9 25- 7205 -1 Project: 07- 07 -00 -91 (307023) 7161 -03 Appendix 11 7161 -03 Appendix 111 Test NamelReport Date TAS 101 Aug. 1994 TAS 102 TAS 101 March 1995 TAS 100 Sept. 1994 Dec. 1991 TAS 108 (Nail -On) Static Uplift Testing Dec. 1991 TAS 102 & TAS 102(A) NOA Nu.: 1D- 1005.15 Expiration Date: 02/01/16 Approval Date: 01/061/1 Page 2of5 Lt :9T 1T03 -CZ -KEW Test Ansel( Redland Technologies Redland Technologies Redland Technologies Celotex Corporation Testing Services IBA Consultants. Inc. PRI Asphalt Technologies. IBA Consultants. Inc. IBA Consultants. Inc. IBA Consultants. Inc. Test Identifier P 0402 P 0647 -01 P 0631 -01 520305 -01 thru 05 2353-4 SFTC- 003 -02-01 2353 -70 _353.71 2353 -93 Test Narne/Reoort Date Withdrawal Resistance Testing of Screw vs smooth shank nails TAS 108 (Mortar Set) PA 108 (Mortar Set) PA 102 Restoring Moment Aug. 1999 TAS 101 12/06/02 Sept. 1993 Aug. 1994 Jul *. 1994 June 1999 TAS 101 TAS 101 ASTM C 1167 09/22103 09/2..'!03 07/18/05 3. L[MITATIONS 3.1 Fire classification is not pan 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 shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofmg Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Santafe 'S' and its components shall be installed in strict compliance with Roofing Application Standard RAS 118. RAS 1 !9 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w Tile Profile Weight -W (Ibf) Length -I (ft) Width-w (ft) Santafe 'S' 6 7 1 5 0.958 3T0°,1 NOA No.: 10-1005.15 Expiration Date: 02/01/16 Approval Date: 01/06/11 Page 3 of 5 L7 : 9 T T T f03- 83 -21VW Tile Table 2: Aerodynamic Multiplyers- A.(ft3) (f3) Batten Application 0.274 ISantaie S' Profile (tt) Direct Deck 0,297 Table 3: Restoring Moments due to Gravity Ntts (ft -Ibf) Tile 1: ; 3 ":12" 4 ":12" I 5 ":12" I 6" :12" 1 7":12" or Profile ' greater i I Battens i Direct j Battens Direct Battens Direct Battens; Direct ' Battens; Direct :Battens 1 Died � Santafe 'S' I. 5.93 1 Deck 1 Deck 5.901 5.85 5.82 5 73 � 5.56 �` 1 5.29 1 Deck 5.53 5.32 (5.29, 5.03 X5.00 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Sxstems Fastener Type Direct Deck I Battens Santafe 'S' I 2 -10d Ring Shank Nails ' 21.8 N/A One #8 Screw ' 2916' i t N/A 3828T N/A One #8 Screw w/ Clip 57.311( N/A Two #8 Screws wi Clip • 57.60' 61.77' 1 Approved screws as noted Product manufactured by others When using one screw it must be installed in the inside hole located nearest to the hump of the the. Tile Profile Two #8 Screws Table 5: Attachment Resistance Expressed as a Moment Mr (ft-lbf) for Two Patty Adhesive Set Systems Tile Application Tile Profile Santafe 'S' Tile Bond Polyfoam Polypro AH 160Th' 2 See manufactures component approval for installation requirements. • 3 Flexible Product, tnc Average v, htper 1U 4 pprarr�. :4 Polyfoam Product. Inc. Average werghtper patty 9 4 grams Minimum Attachment I Resistance 3594 28 54 Santafe 'S' Table SA: Attachment Resistance Expressed as a Moment - Mt (ft -ibf) for Single Patty Adhesive Set Systems Tile Tile Application Profile Polyfoarn Potypro AH 1607" Minimum Attachment Resistance 63.8' ( Polyfoam Polypro AH 160714 61 9° 5 Paddy placement of 63 grams of Polypro AH 169^' 6 Paddy placement of 24 grams of Polypi* AH 160. 1 Table 6: Attachment Resistance Expressed as a Moment for Mortar or Adhesive Set Systems Tile Profile Tile Application Santafe 'S' Mortar Set - Mt (ft-lbf) Attachment Resistance 23.6 t T0 'd NOA No.: 10- 1005.15 Expiration Date: 02/01/16 Approval Date: 01/06 /11 Page 4of5 Lf':9T TTOZ.- 83 -dYW . TITcra maim S. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statement: "Miami -Dade County Product Comm! Approved ". SANTA FE TM MADE IN COLOMBIA LABEL FOR SANTA FE SPANISH "S" CLAY RooF TILE 6. BUILDING PERMIT REQIIJREMENTS 6.1 Application for building permit shall be accompanied by copies attic 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. 18" PROFILE DRAWING When using one screw use this hole. "SANTAFE S" CLAY ROOF TILE END OF THIS ACCEPTANCE ?VOA No.: 10- 1005.15 Expiration Date: 02/01/16 Approval Date: 01/06/11 Page 5 of 5. 8t :9T TT0Z- EZ -2WW 3M Industrial Adhesives &Tapes Division 3M Center Building 220 -5E -06 St. Paul, MN 55144 -1000 651- 733 -1110 March 15, 2012 General Release Roofing Industry Professionals Subject: 3MT"' 2- Component Foam Roof Tile Adhesive AH -160 - Polyset/ Polypro AH -160 Dear: Roofing Industry Professional, This is to certify that Polyset/Polypro AH -160 Roof Tile Adhesive manufactured by Polyfoam Products, Inc. a 3M Company will be re- branded 3M7M 2- Component Foam Roof Tile Adhesive AH -160 manufactured by 3M Company. They are both the same formulation and manufactured at the same facility. We are transitioning our customers away from the Polyset/Polypro AH -160 brand over to the 3MTM 2- Component Foam Roof Tile Adhesive AH -160 and we would like to communicate that these two products are interchangeable in specifications and product usage as current inventory levels are consumed. Sincerely, Riku Ylipelkonen Manager of Technical Services 3M Industrial Adhesives & Tapes Division Phone: 954298 -0206 E -Mail: rlipelkonen ammm.com HIM DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA} 3M Company 3M Center Building 0220- 05 -E-06 St. Paul, MN. 55144 -1000 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.2ov /Hera 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: 3MT" 2- Component Foam Roof Tile Adhesive A11-160 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 of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA# 11 -0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves 3MTM 2- Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the Locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using 2- Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications TAS 101 Product Description 3MTM 2- Component Foam . N/A Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2- Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 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. 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 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 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F 2 F' MS NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page3of7 INSTALLATION: 1. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift 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, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 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). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 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 2 to 3 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 herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 4 of 7 LABELING: All 3MTM 2- Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Place enough adhesive to achieve 17 to 23 Optional steep h applPPfl or cations square Niches In contact with the pantile 2) Tum covers upside down. Place adhesive 112 in` / To h 1 hr. From outside edge of cover tile. �� Thenhrstaflthe tlle. ..,, . Underiaymerd' /�� Nail through plastic cement Remov tat) Partite of the eave course °aver tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Eave closure (mortar shown) NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 Nall through plastic cement Underlayment 7 In. lave Course ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Paddy (Beneath Tile) 2 in. -1■&vp Eve Closure Nail through plastic cement Underlayment Paddy (Beneath Tile) 7 in. Eve Closure Eve Course Fascia NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Paddy (between tile) Paddy (under tile) t x3in. Single paddy on under- layment Single paddy under tile Attilloo, % . .0.7- eEave course 21n. X 7 in. medium size paddy eave Fascia course only Single paddy on top of tile Nail through plastic cement Nail through plastic cement Underlayment Single paddy under tile Single paddy between tile 2 In. x7 In. medium size paddy eave course only 0.*• to- in. x 3 in. 4 in. Single paddy on under- layment Single paddy on top of tile Eave Course Fascia Weephole Eave closure Drip edge Single paddy between tile 3 in. x 3 in. Single paddy on underlayment re- f0 Single paddy on top of tile Eave Course Eave Closure x 7 i size paddy eave course only 2 in. n. medium Fascia END OF THIS ACCEPTANCE NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 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 govem 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. 1. /.S Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of p iding that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. / Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3.( Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing to be performed. 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. ()17 Ponding water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge 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. 7. \Iv— Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. i Own r gent's Signature ��a e iti[CL7 Contractor Si na Fe �' Date g g Signa on 7/9/2009 LD Miami Shores Village Building Department 10050 N.E.2nd Avenue 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 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: lfo07i5 SSA /yti? Property Address: 311 NC ?V 5f Roofing Permit Number: Dear Building Official: Date: Sri/ i //2 I l Yo n.4.5 ,5A /y tPZ certify that I am not required to retrofit the roof to wall connections of my building because: XThe just valuation for the structure for purpose of ad valorem taxation is Tess 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) 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. Swom to and subscribed before me this is day of "if -20/2 Notary Public, Sate of Florida at Large '0.i • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not 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. `pR `y0 4 FFb��\ MEG A. ROMEO * MY COMMISSION # DD 788767 EXPIRES: June 22, 2012 Bonded Thru Belot Notary Services Revised on 5/21/2009