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691 NE 94 St (5)Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and spccifications must be kept at building during progress of the work. Owner's Name and Address Registered Architect and/or Engineer Estimated Total cost of improvements $ 275n 00 be sent to APPLICATION FOR BUILDING PERMIT Name and address of licensed contractor '721- o Location and legal description of lot to be built on: Lot Block Subdivision <'1 Y Street and Number where work is to be done State work to be done and purpose of building (by floors) 2 - n t 7 1 of and for no other purpose. New Building Remodeling Addition Repairs ' No. of Stories 1 . , To be constructed of Kind of foundation Roof Covering Zone cubage required _Plan Cubage Distance to next nearest building. Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may .7!C2,: (D Co. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to performed under this pennit, as are licensed by Miami Shores Village. Remarks STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No.. Disapproved . (Signed) Date /1 Building Inspector Chairman Member Member Council Approved Date NOTE: A charge of $1.00 will be made for the Planning Board. A re fee of $1.00 will be charged materials and/or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT. July 20 Date ,19 r1,1 No . Amount of Permit $. 1 ''"). n e, 5i00 1 r'v- 7' ?, 3 01 0 - (Signed)... Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE 5190 - 0 11 ir 0 • T . 3301 to me well known, Member Member Member Disapproved Date making corrections or changes to this application after approval has been obtained from when such re-inspection is made necessary by improper notice for inspection oe faulty PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY (OWNER TO RETAIN COPY) Job Address 691 N.E. 94th Street Tax Folio // 32 ' /,mo � ) d Legal Description 4 /e6,7 /0j-J4'..3 Master Permit # Owner / Lessee / Tenant Cindy & 6" 4 ( /V Fiq- yJTC Owner's Address 691 N.E. 94th Street Contracting Co. Quality Roofing Cont., Inc. Qualifier Carlos ,Arocho State # RC0058627 Architect /Engineer Bonding Company Mortgagor Permit Type (circle one) fIiiL13I ELECTRICAL PLUMBING MECHANICAL PAVING FENCE SIGN WORK DESCRIPTION Tear off old roof to wood deck, tin cap 30 lb. as per building code, will mop on with hot steep asphalt a GAF Ruberoid modified butimen Install metals. s \ ;' Square Ft. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING, and MECHANICAL work. 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. Furthermore, I authorize the above -named contractor to do the work stated. Signa ure of Owner and /or Condo President Date: d -L /- / 2c- PERMIT FEE: W F , -/ 74.4(2/12 Notary as t'b Owner and /or Condo My Commission E I$p4treSOLIC. STATE OF FLORIDA. * * IIJ COMMISSION EXPIRW: OCT. 109 * BONDED THRU NOTARY PUBLIC UNDERWRITE * APPROVED: Zoning Mechanical L President Fire Address 251 N.W. 99th Street SS# Competency# 17889 Ins. Co. 13 sq. Estimated Cost $ 1,600.00 Building Plumbing Address Address Address Signature of Contractor or Owner- Builder Date: .2- y_ / f J / Notary as to ontractor or Owner -Buffer My CommissionNE56g'tr uc. STATE OF FLORIDA. MWOO * * MMISSICAi EXPIRES*CT. ID. 1.*1 * BO ED T HRU NOTARY PUBLIC UNDERWRITERS. phone 751-1180 phone 751 -0382 Other 14; , 1)7 . 2=- - Electrical Engineering MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build - ing or other structure herein described.' This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the 'building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at budding during progress of the work. Date..._. Owners Name and Address Z�B►�... ............:. Street_. Registered Architect and /or Eng .cer. .....� Name and address of licensed contractor "_: Location and legal description of lot to be buil Lot Block Street and Number where work is to be done State work to be done and purpose of building (by floors) Disapproved _.��...( Date.. (Signed) Subdivision h 9 t{ ------------ _. and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundati Roof hovering Estimated Total cost of improvements $ Amount of Permit 5�....�� Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors e ployed by him in the work to be performed under this permit; and will post or cause to be posted for insp i• on the site of the work , ublic notice or notices as are required by the Act. The undersigned agrees to employ only such su , t•rs , 9� work to • j'• rme• un• this pennit, as are licensed by Miami Shores Village. Remarks_-. (Signed ) ~/ " STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are e. /� Permit No.__ _ b Date tt% 0 Read, Sworn to and Subscribed before me. Notary Public, State of Florida ng Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member sass.. _._.___..._. _ .._._ Member Council Approved Dat Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning hoard. A rc- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials anu /or workmanship. Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2005 -619 Printed: 5/16/2005 Applicant: LUZ ELIZABETH RODRIGUEZ Owner: RODRIGUEZ LUZ ELIZABETH JOB ADDRESS: 691 NE 94 ST Contractor QUALITY ROOFING CONTRACTORS INC Contractor's Address: 13800 NW 1 AVE Local Phone: 305 - 751 -0382 Parcel # 1132060141950 Permit Status: APPROVED Permit Expiration: 10/25/2005 Construction Value: $14,000.00 Work: RE -ROOF COLOR THRU TILE FLAT ROOF Signed: (INSPECTOR) Building Permit Page 1 of 1 Legal Description: 5 -6 53 42 MIAMI SHORES SEC 3 PB 10 -37 LOT 14 BLK 67 LOT SIZE Fees: Description Amount FEE2005 -6143 Building Fee $300.00 FEE2005 -6144 CCF $8.40 FEE2005 -6145 Training and Education Fee $2.80 FEE2005 -6146 Technology Fee $7.50 FEE2005 -6147 Scanning Fee $12.00 FEE2005 -6148 Submittal Fee ($50.00) Total Fees: $280.70 Total Fees: $280.70 Total Receipts: $0.00 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 assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING PERMIT APPLICATION FBC 2001 City Miami Shores State Florida Job Address (where the work is being done) 691 N.E. 9 4 Street City Miami Shores Village County Miami -Dade is Building Historically Designated YES NO X Contractor's Address 13800 N. W. 1st Avenue Qualifier Carlos Arocho $ Value of Work For this Permit $ 14,000.00 mop MIneral surfaced Cap sheet. Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305).795:2204 Fax: (305) 756.8972 Permit No. Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical �2oofing Owner's Name (Fee Simple Titleholder) Rio & Elizabeth Giardiniehahe # Owner's Address 691 N.E. 94 Street Zip 33138 Tenant/Lessee Name Phone # Zip 33138 Contractor's Company Name Quality Roofing Contractor Phone # ( 305) 751 City Miami State Florida Zip 33168 State Certificate or Registration No. RC 0 0 5 8 6 2 7 Certificate of Competency No. 0 0 0 017889 Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: (305) 758 -0387 , d ) i� x 2400sq. Tile 800sq. Flat Type of Work: C1 Addition ['Alteration ['New D Repair/Replace ❑ Demolition Describe Work: Tear off old roof to wood deck, replace rotted wrnr1 , tin cap 301b. ASTM felt, install galvanized eave drip and valley metals, mop 901b. ASTM felt, V * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ (�``� ` CCF $ 4 CO /CC Submittal Fee $ Notary $ Training/Education Fee 5 1 (! Technology Fee $ // Scanning $ ! Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applic le) 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 ap.roved . .. reinspection fee will be charged. S ignatureC Owner or Agent The foregoing instrument was acknowledged before me this day ofe. 20 QS , by , p 1 ppr: 6..rd . n. e who is personally known to me or who has produced As identificationrattd who did take an oath. NOTARY PUB Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * ** wairdnelmONINNIMII APPLICATION APPROVED BY: Chc 05/13/03 MA(RYLOU H RNANDEZ • MY COMMISSION # DD 060579 . ?, EXPIRES: October 10, 2005 ** fi 3o;% ; * ** 10929P r9Atk #91l5iWftMk'+iitink * �e Zip Signature Contractor The foregoing instrument was acknowledged before me this ,2 3 day of i f (.' 2 c2 — by (at f o,: A*pc L2 who is personally known to me or who has produced as identifi . tion and wh • did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: •�Gt`• ANDEZ COMMISSION # DD 060579 F �< ?Qr; EXPIRES: October 10 25 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ********************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** " ! - 2 2 Plans Examiner Engineer Zoning 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the ow �;/ and the contractor. The owners initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) re for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisi.ns. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be . / essed 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 accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common soots are those vsbtiob have no N.sisibtie rietiireatyon between neighty:6ng u its (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /or owner Shou ; notify the occupants of adjacent units of roofing work to be performed. _4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option + / aintaining this appearance. 5. Ponding Water: She current roof system andlor deck of the building may not drain well and may use water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original coati `` tem is removed. Pending conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not erloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow .cuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with th; lorida Building Code, Plumbing. SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 7. Ventilation: Most roof structures should have some ability to vent naturaf airflow through the interior of e structural arse (the building itself). The existing amount of attic ventilation shall not be reduced. It may be benettietiati to to addtittio ativenting w th tan vesutit tin extent g the sersice Site o1 the soot. /Agent's Signature Property Address Rev:1 /20 /2005,Computer Services, Building Department 2.3a Date Permit Number Contractor's Signature High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION< font> Master Permit No. Contractor's Name: Quality Roofing Contractor, Inc. Roof Category Low Slope ❑ Mechanically Fastened Tile ❑ Asphaltic Shingles ❑ Metal Panel /Shingles ❑ Prescriptive BUR -RAS 150 ❑ Other: ❑ New Roof Roof Type Re- Roofing ❑ Recovering Low slope roof area (ft. 800sq. Section A (General Information) Process No. Are there Gas Vent Stacks located on the roof? ❑ Yes MI No Roof System Information Steep Sloped area (ft. Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a): -. - � -` - -; I I I I 1 J I I J - I -- 1 -I --' - I -' - I I i I U 1 1 1 1 1 1 1 1 1 I - LI 1 _ I _ I_ I _ II I� I I I I Li I I I i t_ ! I I MD ! ! I I� ! 1 — 1 1 ! _I LLB I I it I I_ I 1 1 ( _I 11 I Ti -- _ _1 — ' I 1 L I I 1!1_111 11111 1 1 _I. 1 1 _ _ L ' L. I— I_I__ I I _ L i I I I i Ili I __. — __ 1 1 1 ' 1 1 1 I l I i t ' I I ■! __i _I ' I I I TI i ■■ I tit I I i I_ h I I J I I�!_II I Comer Size (a' x a'): Job Address: X691 N.E. 94 Street 2400sq. _I_I _I 1_ i_ I_1_ 'Ilif • II L L! I L■ 1 I • -I_ - I __ 1 ' 1 if Li I (' 1 i _ _I I - 1 I I I��I 1_II_ I 1 i 1 1 1 1 1 I } 1 j--- 30 %---, I I I I I I _ I_' i 1_1 LI I t 1 1 1 1 - I I I 1 I � I 1 LI �I I I i i L l - i 1 ' I _ J-I i i L L i , _! i I I I II11 1j i = � _ : 1_1 I I j i _I 4' 1__I -- 1 I I "_ !_J i I I l i! I _I t t7- gill! I i I I_i_I ■ t I Li Ili i111 I II I • 1T1 III�IIII 1 III'i I i !Jl h iJ _ I- I I_ II I I L L 1 i L_I —LIJ_ ILI I J ! I I i l I i l - I I! I J. 1 1 _ _ I_ I 11 I JI - r t i ' i ' - I--J ___ �_ II -11 I'I i _ _ I L- !T _J = =f i I I 1 _1. ! ! i i I Ili ; Ill! http:// www. miamidade. gov/ bldg /roofmg _permiting /permit app_sect... Tile ❑ Wood Shingles /Shakes ❑ Repair ❑ Maintenance Mortar /Adhesive Set If yes, what type? ❑ Natural ❑ LPGX Total (ft. 1 of 2 4/27/2005 8:00 AM illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base Flashing,Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or• ,Submit Manufacturers Deta)ls that Corr�ply with RAS -111 and Chapter 16. 4144 Plb g 0 e Page 3a http: / /www.miamidade.gov/ bldg /roofing_permiting/section_c 4 2.html High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION 1 1 of 1 4/4/2005 3:04 PM Section C (Low Sloped Roof System) Fill in the specific roof assembly components. If a component is not required, insert not applicable (N /A) in the text box. Roof System Manufacturer: GAF Materials Corporation NOA No: 103- 0501.05 System Type: Built -Up Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: 49.2 psf (P2) Perimeters:1-82.6 psf (P3) Comers: -124.3 psf Maximum Desi n Pressure, From the Specific NOA System: 1-52.5 psf Deck type: 1" x 6" T & G * These decks require a fastener pull test by an approved test laboratory Other Deck Type: ,n/a Deck Su ort Spacin `n /a Slope:l /2" :12 Fire or Vapor Bar ier: n/a Anchor/Base Sheet & No. of PI s (1 ) #80 Ultima Anchor/Base Sheet Fastener/Bonding Material: j1 1/4" R/S nails Insulation Base Lajrer Size & Thickness: 71/2" Gaftemp high density Insulation Base Layer Fastener/Bonding Material: Type III mopping asphalt Insulation To Layer Size & Thickness: [n /a Insulation Top Layer Fastener/Bonding Material: Wood Nailer: C8 Penny nails Wood Nailer Fastener Type and Spacing: 8 Penny nails/ at 4" spacing http: / /www.miamidade.gov/bldg/roofmg permiting/section_c 4 %20... High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION< font> Base Sheet(s) & No. of Ply(s): [/a Base Sheet Fastener/Bonding Material: 1-Na Ply Sheet(s1& No. of Ply(s): 1(3) Plies of Gafglas Ply 4 Ply Sheet Fastener/Bonding Material: Type III mopping asphalt Top Ply: r afglass Mineral Surfaced Cap To PI Fastenin Bondin Material: Type III mopping asphalt Surfacing: I n /a Single Ply membrane: r n /a Single Ply Sheet Width: Na 1/2 sheet width: n/a No. of Single Ply 1/2 sheets: n/a Sin le PI Membrane Fastenin / Bonding Material: n/a Drip /GS Edge Metal Size & Gauge or weight: 3" face 26 ga. Drip /GS Material Type: Galvanized Metal Drip /GS Hook Strip /Cleat Metal gauge or weight: N/A Parapet Coping Metal Size & Gauge or weight: N/A Coping Material Type: N/A Parapet Hook Strip /Cleat Metal gauge or weight: N/A FASTENER SPACING FOR BASESHEET ATTACHMENT 1. Field: 9 " o/c @ laps & rows @ 2. Perimeter: 6 " o/c @ laps & rows @ 6 3. Comers: 6 " o/c @ laps & rows @ V Fastener Type : 1 1 /," R.S. Nails Altemate Fastener: (,N /A Page 3 NUMBER OF FASTENERS PER INSULATION BOARD Field: N/A Perimeter: N/A Comer: IN /A " o/c " o/c " o/c 1 of 1 7/21 /2004 4:18 PM Clip S Field: High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI - DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Roof Slope: d2 1/2 Roof Mean Height: Ridge Ventilation: Roof System Manufacturer: Notice of Acceptance Number: ,00- 1212.06 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): 13 N/A Perimeter Width: N/A "/12" P 1: - Method of Tile Attachment: Adhesive, Large Paddy Polyfoam Polypro Altemate Tile Attachment Method: N/A Section D (Steep Sloped Roof System) Santa Fe Tile Corporation P 2: acing for Metal Roof Panels N/A Perimeters: N/A Corners: N/A - 95.1 http:// www. miamidade. gov /bldg/roofmg _permiting/section_d 3.html P 3: -95.1 Maximum Design Wind Pressures, (From the PCA Specific system): 61.9 Sloped System Description Deck Type: 1 "x "T& Alternate Deck Type: N/A Underlayment type: 30Ib. ASTM D -226 Insulation/Fire Barrier Board: N/A Optional Nailable Substrate: N/A Fasteners: 1 1/4" R/S nails Cap Sheet Type /Adhesive Type: 90Ib. ASTM felt/ Type III asphalt Roof Covering: Spanish S Clay Tile Roof Covering Attachment Method: Polyfoam adhesive setting Drip Edge Size & Gauge: 3" face 26 ga. Drip Edge Material Type: Galvinized Metal Drip Edge Fastener Type: 1 1/4" R/S nails Hook Strip /Cleat ga. or weight: N/A Page 4 1 of 1 2/22/2005 3:43 PM http: / /www.miamidade.gov/ bldg /roofing _permiting /section_e_3. htm High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION For Moment based tile systems, chose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. P 1: P 2: P 3: Method 1 "Moment Based Tile Calculations Per RAS 127" xA xA xA 13.31 28.24 28.24 Section E (Tile Calculations) - Mg: 5.90 - Mg: 5.90 - Mg: j5.90 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: NOA Mf: Mr Required Moment Resistance* Mean Roof 15' 20' 25' 30' 40' Height in Feet Roof Slope .� 1 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 5 = Mr1: = Mr1: = Mr1: 7.47 22.34 22.34 NOA Mf: NOA Mf: NOA Mf: 61.9 61.9 61.9* 1 of 1 2/22/2005 3:45 PM M I DADS PRODUCT CONTROL NOTICE OF ACCEPTANCE Santa Fe Tile Corporation 10302 N.W. South River Drive, Bay #16 Medley ,FL 33178 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00- 1212.06 EXPIRES: 02/01/2006 APPROVED: 02/01/2001 MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Spanish "S" Clay Tile under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. 7 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office \\ s \1templates\notice acceptance cover pago.dot Internet mail address: postmaster @bulldingcodeonline.com Homepage: http : / /www.buildingcodeonline.com SANTAFE TILE CORPORATION ACCEPTANCE No.: 00- 1212.06 ROOFING ASSEMBLY APPROVAL Ca tegory• Roofing Sub - Category• 07320 Roofing Tiles Materials Clay Roof Tiles Deck e: Wood 2. PRODUCT DESCRIPTION 2 Approval Date: February 1,2001 Expiration Date: February 1, 2006 1. SCOPE This renews a roofing system using Santa Fe "Santafe S" clay roofing tile, manufactured by Santafe Tile Corporation described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in herein. The attachment calculations shall be done as a moment based system. Manufactured by Test Applicant Dimensions Specifications Product p Description Santaf6 `S' Clay 1= 18" PA 112 One piece high profile clay roof tile Roof Tile w = 11.5" equipped with two nail holes. For nail -on, '' /z" thick mortar set and adhesive set applications. Trim Pieces 1= varies PA 112 Accessory trim, clay roof pieces for use at w = varies hips, rakes, ridges and valley terminations. varying Manufactured for each tile profile. thickness 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Test Product Product Dimensions Specifications Description Tile Screws #8 x 2 -%s" long PA 114 P Manufacturer Stainless Steel generic 0.130" shank dia. Appendix E 0.178 flute dia. 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 RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA 112 a �..:. • . ' submitted to the Building Code Compliance Offic shall be uloaga, RRC Roofing Product Control Examiner SANTAFE TILE CORPORATION ACCEPTANCE No. : 00- 1212.06 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. 4. INSTALLATION 4.1.1 Santafe 'S' and its components hail be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.1.2 Data For Attachment Calculations Santafe 'S' Table 1: Aerodynamic Multiplyers— X(ft Tile (ft Profile Batten Application 0.274 3 X (ft Direct Deck 0.297 Tile Profile Santafe 'S' 2 ": Battens 5.93 Table 2: Restoring Moments due to Gravity - M (ft-Ibf) 12" 3 ":12" Direct Deck 5.69 Direct Deck 5.90 Battens 5.85 Direct Deck 5.82 4 " :12" Battens 5.73 5 " :12" Battens 5.56 Direct Deck 5.53 6 ":12" Battens 5.32 Direct Deck 5.29 7 " :12" or greater Battens 5.03 Direct Deck N/A Table 3: Attachment Resistance Expressed as a Moment- Mf (ft-ibf) For Nail -On System One Screw Tile Profile Santafe S Tile Application Direct Deck Battens Two Nails 21.8 Two Screws 29.16' 38.28' One Screw w/ Clip 57.31 Two Screws w/ Clip 57.60 61.77' 1. Approved screws as noted 'Product manufactured by others' Santafe 'S' Table 4: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Mortar Set Adhesive Set Attachment Resistance 23.6 61.9 rank Zuloaga, RRC Roofing Product Control Examiner SANTAFE TILE CORPORATION ACCEPTANCE No.: 00- 1212.06 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQU REMENTS 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. PROFILE DRAWING SANTAFE "SANTAFE S" CLAY ROOF TILE 4 Frank Zuloaga, RRC Roofing Product Control Examiner SANTAFE TILE CORPORATION ACCEPTANCE No.: 00- 1212.06 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. • Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer, 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 5 END OF THIS ACCEPTANCE 5 Frank Zuloaga, RRC Roofing Product Control Examiner MIAMI -DADS 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIP'T'ION: GAF Conventional Built -Up Roof System for Wood Deck. 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 NOA #02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 1 of 21 APPROVED ASSEMBLIES Deck Type II: Wood, Insulated Deck Description: 19 / 3 2' or greater plywood or wood plank System Type A (1): Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer (Table 2) Insulation Fasteners Fastener (When applicable: Steel plate only =S, platic plate only (Table 3) Density /ft =P) ACFoam -I, ENRGY 2, GAFTEMP® Isotherm R, E'NRG'Y 2 Plus, GAFTEMP Isotherm RA; GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP . Composite N, BMCA EnergyGuard, BMCA EnergyGuard Composite, EverGuard ISO, ISORoc, EnergyGuard RA, EnergyGuard RA Composite Minimum 1" thick N/A N/A BMCA High Density Wood Fiber, GAFTEMP® High Density Wood Fiber, GAFTEMP RecoverBoard, Wood Fiber, GAFTEMP® Fiberboard Minimum VP thick N/A N/A Perlite, GAFTEMP® Permalite ®, Permalite Tapered, Paroc Minimum g /a" thick N/A N/A Fiberglas (Min. 15 / thick) N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20 -40 lbs/100 ft Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS STRATAVENT® Eliminator Perforated laid dry or a layer of GAFTEMP® PERMALITE or wood fiber overlay board on all isocyanurate applications. Anchor sheet: GAFGLAS #80 U1timaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Anchor 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 —4S psf, See General Limitation #7) NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 10 of 21 GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -Tec ( GAFTITE) #12 or #14 Screws and 3" 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 PlyTM 6, GAFGLAS #75 Base Sheet or any of above Anchor 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 #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" 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 Anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec ( GAFTITE) 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) GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" 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. (Maximum Design Pressure —75 psf, See General Limitation #7) Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS #80 Ultima Ultra Base Sheet, GAFGLAS STRATAVENT Eliminator Perforated, RUBEROID Modified Base Sheet, RUBEROID Mop Smooth, RUBEROID® 20•RUBEROID SBS Heat -Weld Smooth or RUBEROID_SBS Heat -Weld directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq; (see General Limitation #4). Ply Sheet: One or more plies GAFGLAS PLY 4 ®, GAFGLAS Flex Ply 6 sheet, #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. Cap Sheet: (Optional) One ply of GAFGLAS® 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. Surfacing: (Required if no cap sheet is used) Install one of the. following: Maximum Design Pressure: See Fastening above. 1. GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs./sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. NOA No: 03- 0501.05 Expiration Date: 11 /04/08 Approval Date:10/23 /03 Page 11 of 21 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1 /4" Dens Deck or Yz 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 (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 shallot 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. (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 #7 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 NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 21 of 21 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued GAFGLAS 480 Premium Base Sheet may be used in•any of the following systems. "GAFglas Flex Ply 6" is a suitable altemate to " GAFglas Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membraner may be used in lieu of " Ruberoid Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 - Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS PIy 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet". 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet: Two or more layers Type GI "GAFGLAS Ply 4" or "GAF- GLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: 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. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: One layer of Type G2 "GAFGLAS 475 Base Sheet" (may be nailed). Ply Sheet: One or more layers of Type GI "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 6. Deck: NC Incline: 3 Base Sheet: One layer of Type G2 "GAFGLAS 475 Base Sheet". Ply Sheet: One or more layers of Type GI "GAFGLAS Ply 4" or GAFGLAS PIy 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet". 7. Deck: C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, ure- thane, perlite /isocyanurate composite, perlite /urethane composite, phe- nolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type Gl, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or " Ruberoid Mop Plus" (granule): Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type Gl. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), " Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or " Ruberoid Mop Plus" (granule)i cuuc nuurvivu MA I Cn uW HIHU J r J I Mil/1J Ultitti I Uti 1 ROOF COVERING MATERIALS (TEVT) 173 LOOK FOR THE UL MARK ON PRODUCT Roofing Systems (TGFU) Continued Cap Sheet: "GAFGLAS Mineral Su ?faced Cap Sheet", hot mopped. Class B 1. Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Two or more layers of Type Gl "GAFGLAS Ply 4" or "GAFGLAS Ply 6" Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 2. Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type GI, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class C Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Special Roofing Bitumen" 20 lbs/sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A Deck: C-15/32 Incline: 1/2 Insurdtion (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite / urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more lavers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Class A 1. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq. 2. Deck: NC Incline: 1 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type Gi "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Weather Coat Emulsion" at 3 gal /sq. • 3. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in., hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 4. Deck: NC Incline: 2 • Insulation (Optional): Isocyanurate, perlite, isocyanurate /composite;, wood fiber and glass fiber, any thickness, mechanically fastened. Base Sheet: One ply Type G1 "or G2, mechanically fastened or hot mopped. Ply Sheet: One or more plies Type Gl or G2, adhered with hot roofing asphalt. Surfacing: "GAF Premium Fibered Aluminum Roof Coating ", 1 -1/2 gal /sq or "GAF Weather Coat Emulsion ", 3 gal /sq. 5. Deck: NC Incline: 1 . . Insulation (Optional): Perlite, glass fiber, polyisocyanuxate, wood fiber, mechanically fastened, any thickness. M 1 A M 1•DADE r PRODUCT CONTROL NOTICE OF ACCEPTANCE Polyfoam Products, Inc. 2400 Spring- Stucbncr Road Spring ,TX 77383 -1132 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0521.02 EXPIRES: 05/10/2006 APPROVED: 06 /14/2001 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 • CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Notice of Acceptance (NOA) of: (305) 375 -2902 FAX (305) 372.6339 Two Component Polyurethcnc Foam Adhesive under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify,.or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 1 '. 045000 I 1 pc200011templateslnodce accepunco cover page.dot -. _.. a. ..._. --_.� reaL u , ..- $ . *j ., . / / .uw.0 h..il.lina.n,l .nnlin• onm Polyfoam Products, Inc. ACCEPTANCE No. : 01- 0521.02 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub- CateEory: RoofTile Adhesive Materials: Polyurethane Approval Date: June 14, 2001 Expiration Date: May 10, 2006 1. SCOPE This approves Polypro® AH 160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved fiat, low, and high profile roof tiles system using Polypro® AID 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 2. PRODUCT DESCRIPTION Manufactured by Applicant Polypro® AI -1160 Foampro® RTF1000 ProPack ®30 & 100 Dimensions N/A N/A N/A 2.2 Typical Physical Properties: Property Test Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 Test Specificatio PA 101 Product Description Two component polyurethane Dispensing Equipment Dispensing Equipment 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tilc Assembly having a current NOA which list uplift resistance values with the use of Polypro A1-1160 roadie. adhesive. Results 1.6 Ibs. /ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs. /Ft 3.1 Perm / Inch +0.07% Volume Change a -40 F.. 2 weeks +6.0% Volume Clian 'c u Humidity, 2 weeks Frank Zuloaga, RRC Product Control Examiner Polyfoam Products, Inc. ACCEPTANCE No. : 01- 0521.02 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. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for lire rating. 3.2 Polypro® AI-1160 shall solely be used with flat, low, & high tile profiles. 3.3 . Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiriniacceptance for the use of Polypro® AH 160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH 160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. -w F' 2 4. INSTALLATION 4.1 Polypro® AH 160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH 160. 4.2 Polypro® 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 Polypro® A1-1160 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 4.3 Polypro® AH 160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polypro® A14160 shall be applied with Foampro RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® AH 160 shall not be exposed permanently to sunk 3 MS Frank Zuloaga, RRC Product Control Examiner Polyfoam Products, Inc. 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH 160 has been dispensed. 4.9 Polypro® A1 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 1'ileProfile Flat, Low, High Profiles High Profile (2 Piece Barrel) Flat, Low, High Profiles Flat, Low, High Profiles Placement Detail #1 #2 #3 Single faddy Weight Min. (grains) 35 17 /side on cap and 34 /pan 24 Two Paddy Weight per paddy Min. (grams) N/A N/A N/A 8 5. LABELING All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. 4 ACCEPTANCE No.: 01- 0521.02 Frank Zuloaga, RRC Product Control Examiner Polyfoarn Products, Inc. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY I) Place enough adhesive to achieve 11 to 23 Optional 2e4's for square Inches In contact w the pan Ufa S.." p g c h w epplksUons 2) Turn coves upside down. Place adhesive 1Q la To 1 la From outside edge of covet tile. Thin Instill the ale. Remov 10 9 P of the eve course cover U4. Abut lo ucond coupe of pan Wu. Ensure says end of pm and cover dies are Iluah at save Ilse. Esys closure )marts: shown) 5 ACCEPTANCE No.: 01- 0521.02 Wospho4 Nadi B4 Marl though pLastk cement Optional Polnl•up t{ortar at longitudinal edges of tile Sheathing Frank Guloaga, RRC Product Control Examiner Pol foam Products inc. Nall through plastic cement ACCEPTANCE No. : 01-0521.02 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY 6 Frank Zuloaga, RRC Product Control Examiner Polyfoatu Products, Inc. ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement sc 3 In. x 3 In. Single paddy on under. laymen! Single paddy on top of tile Single PaddY under tile Paddy (between tile) Paddy (under tile) bye course 2 In. X 7 In. medium size paddy UV. Fascia course only Nall through plastic cement / 3 In. Single paddy on underlayment Single paddy on top of tile 41 2 Ix 7 In. medium Eve Count sl paddy eave course only Fascia ACCEPTANCE No. : 01-0521.02 Nail through plastic cement Underlayment 1 NrSIn. x 3 In. Single 41n. paddy on under. layment Single paddy under Ole Single paddy between tile 2 In. x 7 In. medium size paddy save course only Single paddy on top of the Eave Course Fascia Weephole Lave closure Drip edge SIngle.paddy between the Ern Closure Frank Zuloaga, RRC Product Control Examiner Polyfoam Products, Inc. ACCEPTANCE No. : 01- 0521.02 I. Renewal of this Acccptancc (approval) shall bc considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing thc engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through thc filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acccptancc as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acccptancc is displayed, then it shall be done in its entirety. 7. A copy of this Acccptancc as well as.approved drawings and other documents, where it applies, shall be provided to the user by thc manufacturer or its distributors and shall bc available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acccptancc shall bc cause for termination and removal of Acccptancc. 9. This Notice of Acccptancc consists of pages 1 through 8. END OF THIS ACCEPTANCE 8 Frank Zuloaga, RRC Product Control Examiner 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: 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. 1. Legal description of property and street/address: 691 N.E. 94 Street 2. Description of improvement: Reroof to a new Tile and Flat Cap. Sheet roof. 3. Owner(s) name and address: Rio & Elizabeth Giardinieri Interest in property: oOwner Name and address of fee simple titleholder, N/A 4. Contractor's name and address: Quality Roof inq Contractor, Inc . 5. Surety: (Payment bond required by owner from contractor, if any) 1 HEREBY CERTIFY ii . 7 this is a true co of the odginel feed in +' : ^n _ (fey o IL .1 n90_ /9 • lai Seal. '' cult end County Courts Name and address: N/A Amount of bond $ 0 0 6. Lender's name and address: N /A 7. Persons within the state of Florida designated by Owner upon whom no provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: N A 8. In addition to himself, Owners designates the following persons) to receive a copy of the Uenor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Name and address: N /A d ate • � � • at =. Ifk • SI• ature •f Owner 9. Ex piration diff Print Owner's Name 6 E C , ic.0 -ref O I es- t' Sworn to and subscribed Notary Public Print Notary's Name .._ My commission expires: : i4, jP Y:_ . nn A. en n••r• nnn•. y. ` .o , TAX FOLIO NO. 11-3206-014-1950 691 N.E. 94 Street Miami Shores, 13800 N.W. 1st Avenu I ea 4; before me this Z3 •ay of MARYLOU HERNANDEZ nir COMMISSION # DD 060579 EXPIRES: October 10, 2005 Bonded Thru Notary Public Underwriters Miami Shores, Florida 33138 WITNESS m' HARVEY R CFI 2005R.04-32 a98 DR BI< 23322 P9 1756; t1P9) RECORDED 04/29/2005 10:22 :16 HARVEY RUVINr CLERK OF COURT MIAMI —DADE COUNTYr FLORIDA LAST PAGE Florida 33138 111111111111111111111111111111111111111111111 D or other documents may be served as s Notice of Commencement: (the expiration date is 1 year from the date of recording unless a Prepared by Carlos Arocho 200; Quality Roofing Contractor Address :1 3800 N.W. 1st Avenue Miami, Florida 33168 MIAMI SHORES VILLAGE 4 BUILDING DEPARTMENT 305- 795 -2204 1 °PG ‹c Building Innsspection R Date e � SJ .. ° - �� Type Insp' n t�l(( MSTg 1 f oopxK C I ✓ Permit No. Z6o3 - G, l Name LU' / R0(Irgoll 641 DOE of 57 CT Address Compan (Poa&IT7 « I rn 6)Jt7 7orS, ZrL Phone # (J 75i-033Z Inspection Date 66fOg /o5 Correction Re- Insp'n Fee !rt __-%eldZi_ MIAM O R S VILLAGE UILDING DEPARTMENT 305 -795 -2204 Building Inspection Request Date 1i()1t Type Insp'n rwar T11 // ' rr �� Permit No. "QOJ 5 ' l9 t_I Name Glee Address (0"ll , N q4- ST Company 0* lilt/ /' Phone # 305/ Inspection Date iZ[ l los _____ Correction Re- Insp'n Fee Test Location Uplift Pull Test(P or 9 Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or 9 1 '� 1� 26 7 f1" 1D 51 76 2 27 ` 52 77 3 28 _ 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 8 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 _ 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 .- 50 75 100 Civil Engineer: Lab Certification # 98 0608.04 State of FL Certificate Authorization # 4100 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 TEST RESULTS P = PASS, F = FAIL Project 1 SITE SPECIFIC INFORMATION Owner's Name 6 aitz-pli t letazE Permit # tefar & f q Job Address. 4 9 f 1.1 q4' 7 ` , i l I A M t ,F/ Roofing Contractor: l Fol" -FI 04 Type of Tile: SPA i* Of" V ° reitm t-ry Date Installed: / 2- -or' Approximate Roof Height: 12 - feet Roof Pitch: 3; i 1-- Type of Access to Roof: Scaffolds Ladder Other Approximate Square Footage of Roof. Z ,9 0 ft Required Testing Force: 35 lbs. Testing Equipment: Chatillion 100 Date Tested Z- / '©f' IN ACCORDANCE WITH T- E CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TT '� THIS REP•'P :MITTED BY: P.E fLrref°--Z _ef Sketch of Roof 1 11111 orms �����r��t�t�♦r411 ROMMEMOMMAIIMMEMEMMEMENMEMMIMME MMUMMINICOMMOMMIMMIMMENIPMEMBEME mommummummommumuswarammonm MEMUMMEMEMEMMEMMEMMEMENMEMMMEMM RIRI WWWII JRr J...r►1.).EM\\ /^! aIE ROMEMEMMENMEMISMEMICANTAMMEMEM MINIMEEEMNAMMENAMMEMEMMESNIMMEM IIMMIIMMENERUMMEmmimmilmaNOMMEMMIN MEMEMEmmommgMEMEMEMINIMMEMINIMME MMEMMEMMEMEMEMMEMOMMMEMIWIMMUMM 111666"'" 111111111111 _Notes:. 4--.7.5 'C 1�. r F-(� i .x as- I 1 . . ( Lf j- - s . Job toa►1 ct4 gT 1,4 • 5t tF Sheet Number • 2 -of Z Contractor MMM vT�, ®.E Ot Checked By 1 Scale `�� 7 ( ZI ( os MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building I nspection Request Date 77 /Z.O I 5 Type Insp'n - 1 1 I 'Pr.c 35 Permit No. 13 P5 Name LVZ ; � 'el i2 1 be +h 06 V ! GjL Address Co 1 1 \-I c 4 S'?' �J CompanyQUQ 11 12r;c51-1 q (3c 5) - 151 - CaSz Phone # NA 1 Inspection Date l ) Z 1 / 05 Approved Correction Re- Insp'n Fee