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55 NE 100 St (14)Issue Date: 9/13/2006 Owner's Name: MICHAEL & DOROTHY ESSINGTON Permit Type: Roof Work Classification: Roof - New Job Address: 55 100 Street NE Contractor(s) Phone DESIGN HOME REMODELING CORI 305 -949 -2627 Primary Contractor Yes Comments: RE -ROOF Additional Information Type of Work: Re -Roof Additional Info: Classification: Residential 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 responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Miami Shores Village, FL 33138- Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Expires: 03/12/2007 Amount $13.20 $4.40 $300.00 $12.00 $7.50 $337.10 Permit Invoice Number RF - 9 - 06 - 26148 Total: Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RF - - - 2306 one: Total Square Feet: 2048 Total Valuation: $ 22,050.00 Re s uired Ins ' ections Tin Cap Hot Mop Tile In Progress Up Lift Report Final Roof Amt Due $337.10 1132060131420 Lot: PB: SEP 14.MD 95e1- Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. RE -ROOF APR 0 4 HOT Passed h 7 Inspector Comments (I . / 1/ Failed Correction Needed Re- Inspection Fee ($ No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 04/03/2007 Inspector: Grande, Claudio Owner: ESSINGTON, MICHAEL & DOROTHY C tio'° Job Address: 55 100 Street NE Project: <NONE> Contractor: DESIGN HOME REMODELING CORP Building Department Comments Monday, April 2, 2007 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060131420 Lot: Phone: 305 - 949 -2627 Page 2 of 2 ST LOCATION UPLIFT PULL TEST UPLIFT PULL TEST ST LOCATIO UPLIFT PULL TEST TEST LOCATION UPLIFT PULL TEST UPLIFT PULL TEST 1 4. 26 27 28 29 30 �- - _ _ _ S _' _ _ , 1 76 101 126 2 77 102 3 78 103 128 4 79 80 104 129 5 105 1" 6 31 56 81 106 131 7 32 57 82 107 ' 132 8 33 58 108 — _ 133 9 34 59 84 109 134 10 35 60 85 110 , I 135 136 137 138 139 0 11 36 61 86 _�iI' 12 37 62 87 .' 13 38 63 88 14 _ 39 -_ 64 89 —'• 15 40 65 90 16 41 66 911 116 117 141 142 17 - _ WM I 43 44 45 46 47 S S 67 92 18 19 20 , / 68 118 143 , A - -- _-_ 69 94 119 " 144 70 95 120 Ilig lin, 21 71 96 121 22 23 ■ 48 49 ,,, =MIFF 73 98 123 148 24 99 124 149 25 N M = 50 V „ 5 100 125 150 • IL - caysuizic atteiews, m: A-1 CONSULTING ENGINEERS, INC ROOF STRUCTURES CONSULTING Remberto Contrera P.E. # 21522 A -1 CONSULTIN HELP // UPLIFT TEST EXPERTS Job Address: T5 A' Z� GINEERS, INC. Lab. Certification # 01- 1224 -05 ROOF PROBLEMS ? ?? ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE TAS No. 106 SITE SPECIFIC INFORMATION Owner's Name: /`1/e 2 >'' " Permit #: a- 2 - 5 12 /C Roofing Contractor: , d r/D / 2A,36/, — 2 Type of Tile: `° , .�45/V "' S „i/ Approximate Roof Height: / 2 feet Roof Pitch: . 4? Type of Access to Roof: 0K Scaffolds Ladder Other Approximate Square Footage of Roof: 2/0 ft 2 Required Testing F rce: 35 lbs. Testing Equipment: F.G.E. 100 Date Tested: 2_/// / 2 Date installed: IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUAL TY CONTROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT SUBMITTED B 4917 S.W. 74th Ct, Miami, Florida 33155 • Telephone (305)740 -9550 • Fax (305) 740 -9550 ENGLISH: CeII (305) 609 -6388 • SPANISH: CeII (305) 498 -9804 A -1 CONSULTING ENGINEERS, INC ROOF STRUCTURES CONSULTING UP LIFT TEST EXPERTS Owner's Name: ei ef' Job Address: Roofing Contractor. %)d 5f la iL) %70 >+ t /)e 7c�cQelr%�G_. Type of Tile: I U q Approximate Roof Height: / Z , feet Type of access to Roof: Scaffold Ladder Approximate Square Footage of Roof: 99 ft 2 Required Testing Force: 35 lbs Date Tested ;l - rj •- !J •7 6 / /O s . f Number of Tests: r3- Permit #: Date Installed: Roof Pitch: 3 • - z- Other SKETCH OF ROOF 1 r 7 i REVISED DATE , / 9 4961 S.W. 75th Street, Miami, Florida 331 SS j Telephone (305)740 -9550 j Fax (305)740 -9550 RE -ROOF MAR 0 2 2007 Passed Inspector Comments ZPIAL toe .- r z i 1e. 00variz. 1 A si-1 -r-0 --ice -P . `� o F � L) .so me- �� y iti I s ift 1) 7E) p --,-; jo--s . ::--1 e o a 7 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -26373 Permit Number: RF -9 -06 -2306 Inspection Date: 03/02/2007 Inspector: Rodriguez, Jorge Owner: ESSINGTON, MICHAEL & DOROTHY Job Address: 55 100 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: DESIGN HOME REMODELING CORP Building Department Comments Thursday, March 1, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060131420 Lot: Phone: 305 - 949 -2627 Page 2 of 2 RE -ROOF FEB 1 5 70Z11 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until ....................... ....................... ....................... ....................... Inspection Date: 02/15/2007 Inspector: Grande, Claudio Owner: ESSINGTON, MICHAEL & DOROTHY Job Address: 55 100 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: DESIGN HOME REMODELING CORP Building Department Comments Wednesday, February 14, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132060131420 Lot: Phone: 305 - 949 -2627 Page 1 of 1 6 1 Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until nspection Number: INSP -26370 Inspection Date: 10/17/2006 Inspector: Grande, Claudio Owner: ESSINGTON, MICHAEL & DOROTHY Project: <NONE> Job Address: 55 100 Street NE Miami Shores Village, FL 33138- Contractor: DESIGN HOME REMODELING CORP Building Department Comments Monday, October 16, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: RF -9 -06 -2306 Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1132060131420 Lot: Phone: 305 - 949 -2627 Page 2 of Inspection Date: 09/27/2006 Inspector: Grande, Claudio Owner: ESSINGTON, MICHAEL & DOROTHY Job Address: 55 100 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: DESIGN HOME REMODELING CORP Building Department Comments Tuesday, September 26, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP 2 8 2006 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132060131420 Lot: Phone: 305 - 949 -2627 Page 1 of 2 Infraction Passed Comments TIN CAP SPACEING True Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 09/27/2006 Inspector: Grande, Claudio Owner: ESSINGTON, MICHAEL & DOROTHY Job Address: 55 100 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: DESIGN HOME REMODELING CORP Building Department Comments Tuesday, September 26, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP 2 8 2006 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132060131420 Lot: Phone: 305 - 949 -2627 Page 1 of 2 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING fct , ; C MEV PERMIT APPLICATION f " L.J FBC 2001 07I Miarni Shores Village Building Department Permit No. RI,. 017 — L b Master Permit No. ------------------ Permit Type (circle): Building Electrical Plumbing Mechanical (Roofing Owner's Name (Fee Simple Titleholder) i Or eSSV'1 Phone #(30S) . "4 - 5 - Lk — (0-kk9 Owner's Address S S nit" \ 00 $ } . City M\ c v v \ i S/1oc S state L o t Tenant/Lessee Name Job Address (where the work is being done) S5 N C ( o0 City Miami Shores Village County Miami -Dade Zip 33 \ 3 Is Building Historically Designated YES NO c � 1.n Contractor's Company Name � $ C c 1 C ' Pho n e - D e # Contractor's Address 2 0 NW 161 SA- - City ■ GM 1 State T‘ 01103-C4 Zip Qualifier . # Cr ( Ge..CCLCt State Certificate or Registration No. C.C.C_ Q ' 4 O Certificate of Competency No. Architect/Engineer's Name (if applicable) NI A Phone # $ Value of Work For this Permit (Continued on opposite side) Type of Work: ['Addition ❑Alteration Describe Work: 9\ E -e?NOo{ 1 1ZZ i o5D ENew zip 33 V3$ Phone # Square Footage Of Work: * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (3c5) 9'kS- 262 33 \6q 2D Repair/Replace ❑ Demolition Submittal Fee $ Permit Fee $ 'OD CCF $ ) i5 ..:2D Cco/cC Notary $ Training/Education Fee $ 4.40 / Technology Fee $ Scanning $ 12 Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ ✓A. 10 Bonding Company's Name (if applicable) 1 °J 1 k Bonding Company's Address "' City State Zip NOT Sign: Print: My Commission Expires: APPLICATION APPROVED BY: Chc 05/13/03 As identification and who did take an oath. APO. See) ^em��81r$ M1 o le F`ea toaN 2A :coo ************************* * * * * * * * * * * * * * * * i*** k * * * * * * * * * * * * * * ** * * * ** NOTARY P Sign: Print: 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. Irjfllge abs -nce of suc sosted notice, the inspection will not be approved and a reinspection fee will be charged. Signature' /72 /'', 9,----- Signature r Agent or A ent Contracto The fo egoi g instrument was acknowledged before me this The fore oing instrument was acknowledged before me this `Sl day of 20 \ by o v��a , Q� SS\�S \ \k, day of r 20 W., by \ - °* • o.. %, (...% wh+ pers ally known to me or who has produced \\ V,• wit o me or who has produced as identification and who did take an oath. \e� �5g •_ A 2P � Wesit■si eE l.P oe n Fe�°r'9N My Commission Expires: ******************************************************************************** * * ** * * *26�avf" ** * * * * * * * * * ** * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** > Engineer � b Zoning Plans Examiner .f :IFN 200680961133 NOTICE OF COMMENCEMENT OR Bt 24885 P9 392 2P (1139) RECORDED 09/08/2006 11 :54 :04 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTIONA :VEY RUV'IHv CLERK OF COURT 11I III -DADE COUNTY? FLORIDA T PAGE PERMIT NO. TAX FOLIO NO.O \'LO(O OV \ 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. Leal descrtion of property and street / address: S S N_c loo Ste- 1,-- �•�c;�n-, S " of QS C L 33\31 1'-1 1 Sv gc :C ■ Aest l0 — + Lo 1 — Lot t' 4. w/12 0 1°1 ✓3tK l0 `.O Sk (s ‘00x 2. nof i p- ovement: 3. Owner(s) name and address: MIL _ ' n .n 5 NE (00 SI- I- A. c-Nn1 StnotES Interest in property: t U.) ( Name and address of fee simple titleholder: ,JIA 4. _contractor's name and address: rat • Zq o N l (v I sTMtn DA EC' NTv o DADE 5. Surety: (Payment bond r qured by owner from &ppEr Rfft HIt thistsatrue of the Name and Address: NI . 'r,., . • , , • ..., Amount of bond $ 6. Le ne,{'s name and address: •v►TNESS had 0117. ! , I ..A oarii un ou s -r.. nd Of om al 0 , A D 20 Seal. Cob N 7. Persons within the state of Florida designated by Owner upon w provided by Section 713.13(1)(a)7., Florida Statutes. Ni and Address: 8. In addition to himself, Owners designates'the following person(s) to receive a copy of the Lienor's Notice as provided n Section 713.13(1)(b), Florida Statutes. Names and Address: NI Pr 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) 1 �C - GI i if—•----_ Sig lure of Owner • Print Owner Na ` '`lV\ \ C • . ` l IA e. _SS��q � Sworn to an L s \ ed before me this (y day of Notary Public: Print Notary's Name: My commission expires: c Prepared by 111111111111 III11I11I1111111111I1111111111111 cum -- erved as Tony Ceraci 290 NW 161st St Miami, FL 33169 ImicgmuTE1 0 8 2006 !) BY: wner's/Agent's Signature Ss' f ° Property Address 04-236f$0 SECTION 1624 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIF CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally. the following items should be addressed as part of the agreement between the own,r,1-the contractor. The owner's initial in the adjacent box indicates that the item has been explained. fi t Aesthetics- Workrnanshtp: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the rooting system meets the wind resistance and water intrusion performance standards.. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions.. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. � Renailing Wood Decks: When. replacing roofing„ the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. The • . f 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 un is (i.e. townhouses, condominiums, etc.). In buildings with common roofs„ the roofing contractor and/or owner should no the occupants of adjacent units of roofing work to be performed. .M' 4. Exposed Ceilings: Exposed, . open beam ceilings are where the underside of the roof decking can be iewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option: of rn intaining this appearance. a_ Pending Watery The current roof system and/or deck of the building may not drain welt artd may use water to pond (accumulate) in low -tying areas of the roof_ Ponding can be an indication of structural: distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing s is removed_ Ponding conditions should be corrected_ 6 - Overflow scuppers (watt outlets): it is required that rainwater flow off so that the roof is- not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers ins accordance with the FlFiida Building Code, Plumbing. T. Ventilation: Most roof structures should have some ability to vent natural. airflow through the interior of Ure srrue aural assembly (the building itself): The existing ainount of attic - ntitation shall not be reduced. It may be beneficial to consider additional venting which can result in extending th life of of. Date • • 000 • • • • • • • : . . • • it e• : • ••• •• • • • •• • • • • • • •••• Rev 1/20/2005.Computer Services. Bulletin Oepeirr►rN • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • • •• • • ••• • • • ••• • • CSntra oes Signature Master Permit No. Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form . Section A (General Information) Process No. Contractor's Name D2� C1 \ocQ. �1 C- •N \�C, C—��1 Job Address S S N `OO SA ❑ Lo.. ope ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof e- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) r Q ' 0 W "c O 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. ROOF CATEGORY X ortar /Adhesive Set Tile Wood Shingles /Shakes Roof System Manufacturer: ©N t e C • _ Notice of Acceptance Number: .• 0 Z "' 1 Zo ''• 0 `T 0000 . Minimum Design Wind Pressures, If Applicable (From RAS 127 or C Pmax1: 2 •? Pmax2: 27.° Pmax3: o 7 ' 00 • Maximum Design Pressure (From the NOA Specific System): •� ( stem): 38 p Y Method of Tile Attachment: ii O ' • ! — 00 Roof Stops: 3 12 Deck Type: Ridge Ventilation? Mean Roof Height: tivloNiE • . Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Steep Sloped System Description Type Underlayment: Insulation: I�L c,�oo1� 3/s 00.0 • • • . . .. • s�- YM ZZ k i p 1 3o N � • Fire Barrier: Fastener Type & Spacing: • • • • • • •• • •• • • • ••. • • • • • • • Adhesive Type: Iype:Cpp,Sheet: • •• • . • • • Roof Covering: • • .. • • . • •• • .• • .. • • • • • • • • • ... • . • • • •0• • • • • ••• .• • • • . . 04,0 • • • • • • . • • • •' .' • • .: • .. } • • • • .. m: 4, . . . 000 • n4. i M 5 ZRowS L ( 4 2. 1 1 r N A NU D1F i F e D t 1- e u • :.type & Siz@ Drips Edge: e_tuk- — 1 7 ( - 3X3 2L 9 GAA'1 I' /Lf "Rs. N A i t s Where to Obtain Information Descri • tion S mbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by as eagineaing analysis prepared by PE based on ASCE 7 Mean Roof Hei •r =7T.',f1a 11111 1 ! • itt ¢1ddt . 1111 ; Job Site Job Site NOA Resto ' • • Moment due to Gm ' "'f";T!:P'•. • • 3 • • • • • • NOA • Calwilaled: • ": - • r • NOA • • • • • �t „ nIlf.1? 1M, Calculated Avera: TtleW NOA W. • • • • • • • • • • • • TI Dim •: one A l l calculations must be submitted t o t h e Building Official as t t o time ( 'permit appoa liaati. • 123_01-48 5/03 PAGE 5 Florida Building Code Edition 2002 HI9h Velocity Hurricane Zone Uniform PemilLt2plication Form. Section E (Tile Calculations) For Moment based the systems, choose either Method 1 or 2. Compared the values for M with the values from M r If the M 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 Based Tile Calculations Per RAS 127" 7 . is I24S ) - Mg: R .3c/ - M U • NOA M .O • (P z a. 7-3 - lit_ Mg: $ •3V - NOA 11� (P zA•Z8 - ?7•�) -Mg: R 39 -Mr3J -I' NOA . 7 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below 30• Y NOA 38 ? M Required Mohoat.ROsistance* 15' 20' 25' 30' 40' Mean Roof Height - Roof Slope 2 2 3:12 *12 5:12 6:12 7:12 38.2 36.0 34.4 32.2 23A 26.4 24.4 36.5 34.4 322 30.1 28.0 25.9 33.8 27.1 39.7 37.4 35.1 32.8 30.5 42.2 39.8 37.3 34.9 32.4 31.6 29A 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F values, for each area.of the roof, then the tile attachment method is > lcceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P,: zl: - : w:- ) - W: x cos 0: = F NOA F' (P2: z l: - z w: - _ ) - w: z cos e: = F NOA F' (P : z 1: - z w: - . ) - W: z cos 9: _ , F r i: NOA F' ••• • • • • ••• • • • • • • • • • •.• • • • • • • • • • •• •• • • • ••• • • • •• • • • • • • •• • M IAM FD ADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 135 NW 20 Street Boca Raton, FL 33431 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 Miami -Dade County Product Control Division 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 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. DESCRIPTION: Mission `S' and Espana"' Mission Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. 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 consists of pages 1 through 6. The submitted documentation was reviewed b}b)'ianlc'2urona,RRG • • • . •• ••• •• • • • •• • .• • • • • • • • • • • • • • • • • • • • •. • • • • • • • • • • • • • Expiration Date: 12/16/07 • • Approval Date: 01/02/03 Page 1 of 6 ••• • • • • ... • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •. •. • • • • •. . •• ••• • • • ••• • • ROOFING ASSEMBLY APPROVAL Category: Roofing Sub- Category: High Profile Roofmg Tiles Material: Concrete 1. SCOPE This renews a system using Monier Lifetile Mission `S' and Espanami Mission Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Monier Lifetile LLC Mission 'S' Tile Monier Lifetile LLC Espana Mission Tile Redland Technologies Redland Technologies Dimensions 1 = 16%1" w = 13" %1" thick L =17" W = 12 3 /8" 'A" thick • •. •. •• • •• Test Specifications PA 112 PA 112 Trim Pieces 1= varies PA 112 w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency ;Test Identifier Redland Technologies 7161 -03 Appendix III Redland Technologies 7161 -03 Appendix II Redland Technologies PO402 .. ••• • • LetterDated Aug. , .•. • P0631 -01 • • •. •• •. .. • • • • • • • • • • Product Description High profile, interlocking, one - piece, 'S' shaped, high- pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. High profile, interlocking, one - piece, 'S' shaped, high- pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Accessory trim, concrete roof pieces for use atthips, rakes, ridges and valley terminations. Manufactured for each tile profile.0 Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Wind Tunnel Testing PA 108(Nail -On) Withdrawal Resistance Testing of screw vs. • • smooth shank nails •• 7 ffinci Tunnel Testing • • • ZA,1.08 (Nail -On) • Wind Tunnel Testing PA 108 (Mortar Set) • •. • • •. • • • .. • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • ... • • • • • • • • • • • • • • .. •• • • • .• •• 0 •• • • • 0 •• • • Date Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 July 1994 NOA No.: 02- 1205.04 Expiration Date: 12 /16/07 Approval Date: 01/02/03 Page 2of6 Table 4: Attachment Resistance Expressed for Nall -On Systems Fastener Type as a Moment Direct Deck (min 15/32" plywood) - Mr (ft-Ibf) Direct Deck (min. 19/32" plywood) Battens Tile Profile Monier Lifetile Mission 'S', Espana"" Mission Tile 2 -10d Ring Shank Nails / l 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Screw 20.7. 20.7 18.1 2 .#8 Screws 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (EaveCljp)• ••• : : _•. 38.1 : : -•• 38.1 41.8 Table 3: Restoring Moments due to Gravity - M (ft-Ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" greater Battens or Direct Deck Monier Lifetile Mission 'S', Espana Mission Tile Battens Direct Deck Battens Direct Deck Battens Dired Deck Battens Direct Deck 7.77 8.34 7.65 8.20 7.49 8.03 7.30 7.83 7.10 7.62 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile . Weight -W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Mission 'S' 9.1 1.38 1.08 Esp a a n Mission Tile 9.79 1.42 1.03 Table 2: Aerod namic Multi • Hers - X ft Tile X (ft X (ft Profile Batten Application Direct Deck Application Monier Lifetile Mission 'S' and Espana 0.262 0.284 Mission Tile 4. INSTALLATION 4.1 Monier Lifetile Mission 'S' and Espana"" Mission Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations • • • • • • • ••• •• • • • •. • • • • • • • • • • • • • • • • • • • • • • • • 0 • • • • • • • • • • • • •. • • • • • • • • • • ••• • • • • • • • • • • • •.• • • • • • •,• • • • • • ' • • •• • • • •• •• • • • • ••• • • •• • • • • • NOA No.: 02- 1205.04 • • • • • Expiration Date: 12/16/07 • • Approval Date: 01/02/03 Page 4 of 6 Test A2encv Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 3. LINIITATIONS Ign Identifier IC- 1320 -94 25- 7688 -3 25- 7688 -10 25- 7688 -5 25- 7688 -4 520111 -3 520191 -2 -1 Calculations Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations • • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• • • • • • • ••• • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • 000 • .1 Test Name/Report Physical Properties . PA 112 Static Uplift Testing PA 101 (Adhesive Set) PA 101 (Mortar Set) Static Uplift Testing PA 102 (3" Headlap, Nails, Direct Deck, New Construction)0 Static Uplift Testing PA 102 (4" Headlap, Nails, Clips) Static Uplift Testing PA 101 Aerodynamic Multiplier Two Patty Adhesive Set System 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25 -7804-4 & 5 25- 7848 -6 Date Feb. 1995 June 1996 July 1996 June 1996 June 1996 Dec. 1998 March 1999 March 1999 April 1999 March 1995 February 1996 April 1996 December 1996 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 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 Roofing 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. • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • •• • • • • • NOA No.: 02- 1205.04 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 3 of 6 Table 5: Attachment Resistance Expressed as a Moment Mr (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Mission 'S', Espana'"' Mission Tile Adhesive 29.3 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. 3 Large paddy placement of 63grams of PolyProTM. Table 5A: Attachment Resistance Expressed as a Moment for Single Patty Adhesive Set Systems Tile Application - M (ft-Ibf) Minimum Attachment Resistance Tile Profile Monier Lifetile Mission 'S', Espana"' Mission Tile Polyfoam PolyProTM 66.5 Polyfoam PolyProTM 38.T` 3 Large paddy placement of 63grams of PolyProTM. 4 Medium paddy placement of 24grams of PolyProTM'. Table 5B: Attachment Resistance Expressed as a Moment - M for Mortar Set Systems Tile Profile. Tile Application Mortar Set' Attachment Resistance 24.5 Monier Lifetile Mission 'S', Espana Mission Tile 5 Tile -rite Roof Tile Mortar. 5. LABELING 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 REQUIREMENTS 6.1 Application for building permit shall be acco by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ... . .. • • • • • • • • . • • • • • .• •.. •. • • • •• . • • • .. . • • • • • • • • • • • • • • • • NOA No.: 02- 1205.04 • • • • • • • • • • • • • • • • • • Expiration Date: 12/16/07 • • • • • • • • Approval Date: 01/02/03 Page 5 of 6 • • • • • • • •0• • • • • • • • • • • • •• • • • • '. • • •. • • • • .. .. • • • • ••• • • PROFILE DRAWINGS MONIER LIFETILE MISSION `S' CONCRETE ROOF TILE MONIER LIFETILE ESPANA MISSION CONCRETE ROOF TILE END !. liCCE • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • NOA No.: 02- 1205.04 • • • • • • • •. • • • • • • • Expiration Date: 12/16/07 • • • • Approval Date: 01/02/03 Page 6 of 6 •• • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer.t2 the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, &. high tile profiles. 3. Minimum underlayment shall be in compliance with the.Roofing,Application Standard RAS 120. • 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their the assemblies shall test in accordance with TAS 101, 5. Roof Tile manufactures acquiring acceptance for the use of HAND ANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein: • 12 ; F- •• MS Test Identifier #94 -060 257818 -1PA, 25- 7438 -3 25- 7438 -4 25- 7438 =7 25 -7492 NB- 589 -631 9637 -92 01- 6743 -011 01-6739-062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 F ........ \'. AsTM.E1o8 ASTM E 84 TAS 114 • •. • . '..•..... • • • • .. • ..... • • ... • • .:. Test Name/Report • TAS 101 TAS101 ' SSTD 11 -93, SSTD 11 -93 SSTD 11 -93 ASTM D 1623 TAS 101 TAS 101 • • • • ... • • • • • • • . • • • • • • • • • • • • • . • ... • • • • • .. • • • • . • '• .. • • • • • . •. • • • '• • • . • .. • • • . • • • . • • . • • • Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 • ASTM E 108 : .04/30/93 11/16/94 01/16/95 03/14/96 ' TAS 101 . 10/23/98 12/28/98 03/02/99 a NOA No.: 06-0201.02 • Explratloa Date: 05/10/11 • Approval Date: 04/13/06 Page 3 of 7 ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications Polypro® AH 1 60 N/A TAS 101 Foampro® RTF1000 ProPack® 30 & 100 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 Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Roofing Roof tile adhesive Polyurethane • ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 N/A N/A Test ASTM D 1622 ASTM D 1621 Closed Cell Content ASTM D 2856 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Results 18•PSI Parallel to rise 12 'PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./F,t 3.1 Perm / Inch +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 wecks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. .. ... • • • • . .. • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • • 900 • • • • • • • • •. • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • . • 000 • • • 009 • • NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 2 of 7 MIAMFDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. [he documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:. The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and cons•sts of pages 1 through 7 The submitted documentation was reviewed by J;rge L. Acebo. •-- .--rte • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • •• • • • •• • • • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 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 NOA No.: 06-0201.02 Expiration Date: 05 /10/11 Approval Date: 04 /13/06 Page 1 of 7 INSTALLATION: 1. Polypro® AHI60 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AR 160. 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® AHI60 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. Polypro® AH160 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. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1'.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH1.60 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Tile Profile Flat, Low, High Profiles High Profile (2 Piece Barrel) Flat, Low, l-Iigh Profiles Flat, Low, High Profiles LABELING: Table 1: Adhesive Placement For Each Generic Tile Profile Placement Detail #1 #1 # 2 #3 . • . • • • • • • • • • • • • • • • • ..... • • • • • • • .. • • Single Paddy Weight Min. (grams) t 35 17 /side on cap and 34 /pan 24 Two Paddy Weight per paddy Min. (grams) N/A N/A N/A 8 All Polypro® A11160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicg121eljgilciing code ig olde ;Lo properly evaluate the installation of this system. • • • • • • • • • • • • .. ... .. • • • .. • .. • • • .. • • • • .... ...... • • • • • • • • • • • • • • • • • • • • • .. .. • • • .. .. . .. • • • ... • • NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY .. ... • • • • • .. . • • • . • • • • • • • • • • .. •.. •• • • • •. .. • NOA No.: 06- 0201.02 ' ' • • • • • • • • Expiration Date: 05/10/11 .... • • • • • • • • • • • • • • • • Approval Date: 04 /13/06 • Page 5 of 7 .... ...... • • • • • • • • • • • • •• • • • .. .. • • .. .. ... • • • • • • • ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY .. ... • • • • • •• • • • • • • • • • • • .•• • • •• • • • •••• •• • ••• •• • • • •• • .. • NOA No.: 06-0201.02 • • • • • • • • • • • • • • • • • • • • • • • • • • Expiration Date: 05/10/11 • • • • • • • • • • • • • • • • • Approval Date: 04/13/06 • Page 6 of 7 •.• • • • • • • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • .• • • • • • • •• •• • ••• • • ADHESIVE PLACEMENT DETAIL 3 . DOUBLE PATTY ° °°° ° • ° • ° • ° • * •° • END OF ���I�����m m���°�E ° °°°°°°° ° •• ••• = • • • • •• • • • • °°°° °°°° • • • • °°°° = °°° • °*° °°°° ° ° • • • • • • ° ° o * • • o °°° • • ° °°°°°°° • • • • �� • � • : • • °°°° • ° • °° • • • • • • • • ° °° • • • ° • • NOA No.: 06-0201.02 Expiration Date: V5/10Ol Approval Date: 04/13/06 Page 7 of 7 ♦ j � • PoWfoam Producb Inc NOTICE OF ACCEPTANCE: �1t TTED . (For F le Olgy. ;N�tpar� o ly04k C. CALCULATIONS: Walker Engineerin f Xny., Eya tu;#gn of Testa. Dated 04 /07/99 D. MATERIAL CERTIFICATIONS: NONE E. STATEMENTS: NONE n n n n n 0 0 0 n 0 n n .• ^ 0 00 ^ 0 0 O - 00 00 0 00 0 ^ 0 0 • O • 0 0 0 • 0 0 0 • It n 0 n •• n ACL PT tNCE No.:. 01- 0521.02 0 0• on ^ ^ n 00 n ^ - ^ O O O O u b RRC n n Drank Z 0. o •n0 O O 5 n. Ono n n tY2 ^ n n n O n ^ ^ n ^ O O O O 0 .0 0 - G •0 00 • • • •• •• ••• • • • ••• • • Product Control Examiner ill:" st ' 'r *ik , 410iiii. ...4. ..., i t ‘ .414 Imo Ill . 40 44 i /MO . Oil. 0 °I.* Wila PF I 0 0 l V. . ° • I : 1 .. 4,.. sr .10 P 40 00 lia 0 1 ,4 . 0100 IP''' O 1 4 10 0 . 4110 1 *''' ' 4 9 � • 3573 C' ci MIAMLSHORES VILZAGE Q g BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Type Insp'n /"la I R - 2C;gJd i 1� Permit No. L 1 I4J Name NIA -c1 Address Inspection Date Approved Correction Re- Insp'n Fee DattS1 j 4 ((DO - T Company -10 Phone # Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2005 -1161 Printed: 8/5/2005 Applicant: MICHAEL & DOROTHY Owner: ESSINGTON JOB ADDRESS: 55 Contractor SHILOH ROOFING CO INC OF SO FLA Local Phone: 305 -681 -4787 Parcel # 1132060131420 Fees: FEE2005 -10672 FEE2005 -10673 FEE2005 -10674 FEE2005 -10675 FEE2005 -10676 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $100.00 $1.80 $0.60 $2.50 $3.00 $107.90 Total Fees: $107.90 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 1/30/2006 Construction Value: $2,150.00 Work: REPAIR ROOF DECK Signed: (INSPECTOR) 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. NE 100 Signed: (Contractor or Builder) Building Permit ESSINGTON MICHAEL & DOROTHY ST Contractor's Address: 709 N. E. 74 ST. BY: Page 1 of 1 AUG 4). 0 PAID Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 18 & E1/2 OF LOT 17 & W1/2 OF 19 BUILDING PERMIT APPLICATION FBC 2001 City Miami Shores Village Is Building Historically Designated YES Architect/Engineer's Name (if applicable) $ Value of Work For this Permit e /X/77/- -L Code Enforcement $ Total Fee Now Due $ ) 1,d (,` (Continued on opposite side) 10050 N.E.2n _ . _- rida 33138 Tel: (305) y / :,,. t,6 1:972 /A/ CJ4 kk Miami Shores Village Building Department Permit Fee $ Training /Education Fee $ 4 0 AUG A--2\ l co Structural Plan Review. $ Permit No. B'JS ` ster Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) � t1 ,} withi Sj 4,+ Phone # ( - 306 — 76 ( -(. 9 Owner's Address i5 Ne gm swell- City r State FL- Zip 3,1 & Tenant/Lessee Name Phone # Job Address (where the work is being done) 55 1\‘r. ) 00 £4 County Miami -Dade NO zip 3 32' Contractor's Company Name 14. 1 / (7FI ) ,i Phone # ,731 t fO 7'" Er v Contractor's Address /0)19 A/, (.J 7 h` , City � .� State ,17. . Zip ` ?/6 Qualifier State Certificate or Registration No. CC tw3 ? d9 /7.6 Certificate of Competency No. Phone # Square Footage Of Work: 30 (:ii4- Tc2 'Type of Work: ❑Addition ❑Alteration ❑ New Re air/Re lace p p ❑Demolition Describe Work: l %J-JL.) G;-.c r .4 A1 1 r- 1 I - t **************************: k* Fee* * * * * * * * * * * * * * * * * * * * * * * * * * * * ** C AJJG 1 0 PAID CCF $ . g - CO /CC 4 c'a Submittal Fee $ Notary $ • Scanning $ i Radon $ Zoning Bond $ Technology Fee $ 2. SQ 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. /Signature `' Signatur er�•��J/ /������ Owner or Agent Contractor ,q The foregoing instrument was acknowledged before me this 2- The f egoing instrument was acknowledged before me this oj,by , day of ,20by �---__• known who is personally to me o ..,, ,fsduced who is pe sonhlly known to me or who has produced J? 13) '+ As identification and who did take an oath. '%.` � • y -� ✓ ° t(sc ) d e tificatior>and who did take an oath. NOTARY Sign: Print: ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: chc 05/13/03 res: MICHELLE USA KUTI UPlitg MVO Bonded Thru Nonry Public Und. wfltsri 'J. \' * ** l rq d 11411111Y T-14 NOTARY PU,l3 K Sign:: \ Print: My Commission Expires: Jonsthsn B Aronson * * * * * * * * *, ****** ssion'P'�� * * * * * * * * * * * * * * * * * * * * * * * * *x ** * * * * * * ** 1 4,,, „if Expires September 17 2008 My Commis Plans Examiner Engineer Zoning High Velocity Hurricane Zone Uniform Roofing Permit Application MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION E. Low Slope E Asphaltic Shingles 17.1 Prescriptive BUR -RAS 150 Low slope roof area (ft.') I Section A (General Information) Process No. Job Address: 0A/1 3."-c— ' 1 - �29 Roof Category El Mechanically Fastened Tile �`�'Mortar /Adhesive Set Tile Metal Panel/Shingles C4 Wood Shingles/Shakes D Other..I Roof Type D New Roof El Re- Roofing ❑ Recovering Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes ❑ No If yes, what type? 0 Natural ❑ LPGX Roof System Information Steep Sloped area (ft.') Section B (Roof Plan) Page 2 Total (ft. I '5o r a6c 1 01 1 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 1 Corner Size (a' x al: I 1 I I 1 i 1 1 ■■a ■■■■ 111111 ■01111 ■111111 ■11■■■■■■ 111111 1111..111111..111111 ■■■1111■■11■.. 111111 ■1111..111111111111■■■ ■ ■■■ ■1111111111 ..11111111u11 immne11r. mi ..ammo nnminI■■1111■11 ■■ IIi•n1111R ..11 ■1111 fiLI O!2..11 ■11111111 ■ /;r ■ ■ ■ /r!!1 ..111111■ ■11111111 ..11 ■■■■11111111 ■ ■ ■ ■ ■ ■■/■ 11111111■ n/■ ■11nrIIf ■►]11■■■■■■■■! ■ / ■ ■ ■ ■ ■■■■■■ ►\0111111111 ■ ■■ ■110 ■ ■ ► /11■11111Ca4 WIM /Mr o7 ■11 ■n 111 ■11 ■11■■11 ■ ■ ■■ al 1111 ll� 0 p.%%G� I��%% 11�� �11� % ■ ■Nni■t■ ■ ■11 ■■110: 11116ifJ 111111 ..11 ■.■I�I■111111111111 ..�nn�111I1111/�11C �II ■ ■■MM■ ■ ■11 211G211•111111n111111 ..1111■ /011!111.. ■1111■■ ■W ■1111(aim111111 •Giro ■11 ■It ■■ ■111111 ■ ■11■0■ ■11v1 ■11 ■1111■■11■■1111 Ed'iiin11IIIII :;:■ 11■..■ ■ ■II■ ■!V■ ■ ■ ■ ■11■■ ■ ■ ■ ■�, ■■■■■ ■11 ■110■ 1111 ►\I�itt1111iIp I! ■ ■ ■ ■11A11►/.%lEMIZI11n111111111 ■1111111111 ©111111■ ►mss ■n ■ ■ ■R:■ 1111 ■ ■■nI111■111111 I' NIMI 11111111uI ■n�■I.1111N11 ■■11'∎11 ■ ■111Mmu a� unim ri�Amra!•� 1111■ ■1111110 110 ■11■■ 11 111 111111 111111 iCi■' 111111C'1111111Mii =ii' IIIIIIIMI 'ri■E: ■■■■I■■■ ► H■■) 1In■■■ ■■1111i",>ISWIII /11■/f■■■■■■■111111 ■■ 11 n1111v11m11 ■111.∎11'11 ■■ ■1111■ //ir`11:•9f111i1,t2M111111..11 ■1111■■■■■ 0 ■111111OMi 5 1111►\■ 1111 /1G MMIII ■ ■■ M111■■ ■11■ ■ ■■■■■ ■ 11111111► ■ ■ = 11111�2!i111■65111111! ■1111■■ ■1111 ■ ■vI ■ ■ ■■ ■111111■■■■ 11 11■ ■ ■■11■■ p 11■ 11111 111a2 ∎11.\! ■ //►1111f1r2DEM111■■ ■ ■ ■■11 ■n■ 11 111111111111\011 ■.. 1111■ ..1111111M..; PAIPINIInl■■■■■■n■■11■ /' !ls111111■■ 1111 ■■ ■1111 ■11 ■ ■ ■1111t1� WW/01111111 1 ■ ..■ ■111111■011 iLG in <.M!�PE.211 11 ..1111111111 ■n111111111111E11 ■11■ 111..11111111u111111 ur/ 1111!< IL 11■11 11■■■ 11■■■■ ■ /11■■n11111•s1111ta1111R1 ■n■■■■■ ■/■■ 1AN111111111111P11lIt .. /.1111111111I1111I•iA ..111111 ■■■■1111 ..11 ■■11■■■■■ 11 /11 ■ ■■ ■1111 11■ ■;Li■11A11iiir111111U ■11111111 ■!1 ■ ■� ■ ■ ■■■ ■111111 It%iG7/Ul11;111NVIn �. IC tintian/�117!f,Ilrai /a 11111111 ■■■0 ■ 110 ■ 011 ■■ ■1111 111110 ■ ■11 ..1111[ lit /7%NIIL/J!1FM1111 ■■ ..1111■ ■11110■ 11v W■ SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry f r roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has: been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. /re 2. RenaiIing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 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 roofmg contractor and/or owner should 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 of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not o erloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers` (wail , outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. 6 erw en ' Signature C:1)ocumeatc end &ttiopkh.mm Lout SettiogffemplTempmary Itaeeuei F1p\CoaomtIESOKLBAFIIISECIION 1524/1).Aoc Contra tor's Signature' BUILDING PERMIT APPLICATION FBC 2001 Tenant/Lessee Name C Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Job Address (where the work is being done) 56 \ E / O ''t • Permit No. Master Permit No. Zip in Phone # City Miami Shores Village County Miami -Dade Zip L0), RECEIVED And 1 9 2004 t PZOO4 - 518' Permit Type (circl . Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simp o der)DD eSS 1 l Yl Phone # 00 5 -'75A+ j 7 q Owner's Address 5! NE. ) OD & . 1 City M)(An()) S htSYf 5 State FL. Is Building Historically Designated YES NO I eD Contractor's Company Name J / - / � - i 0 / , A 0 4 ) / 7 -2, V G / C , Phone #w5J 6 tr/ - ° -4 7 f 7 Contractor's Address / 0 A/ L./ /,l 774 S3'. 444-7 / /".,/, 33/ T Cit /q/Y) i State /P , Zip 32/6 f Qualifier r/ G/-/ 6c /72 / z./ ,S• O /V Architect/Engineer's Name (if applicable) Phone # / „•1 0 _ $ Value of Work For this Permit 1$ O Square Footage Of Work: 00 S'/ Type of Work: DAddition ❑Alteration ❑New Repair/Replace ❑ Demolition Describe Work: R2 - / ?&OF / D S(9 * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ •00 Permit Fee $ 25 0 // CCF $ �/ Q 0/CC Notary $ Training/Education Fee $ a �a(� Technology Fee $ Scanning $ g"' Radon $ — Zoning Bond $ Code Enforcement $ Structural Plan Review. $ _.—, Total Fee Now Due $ \ 1 ■ ZS (Continued on opposite side) 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. Signature Owner or Age0 The foregoing instrument was aclino (edged before me this I n t day of W 20 by who personally known to me or who has produ NOTARY LICE Sign: j is Print: !fi' i -t 1:74e. My Commission Expires: As identification and who did 'take an oath. 14,J TiA,A c,\;\4 b ,U2` S ignatura� The foregoing in day of My Commission Expires: Contractor JA ment was acknow - dged b ; fore me this , 20 i; who is personally known to me or who has produce a det ►thl cntx nnd w did take an oath. :IV No 'N 4,C,�.ba NOTARY PUBLI Sign: 4 1 Print: /V\ c r_ -� �. i 441- 1.4 4 (Certificate of Competency Holder) State Certificate or Registration No. CC - - CC? 1'6 ( Certificate of Competency No. ******************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 12/15/03 APR 202004 Plans Examiner Engineer Zoning SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofmg 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 roofmg system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been e .lained. / irk . Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofmg system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should 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 Chapter 16 (High Velocity Hurricane Zones) of the Florida ilding Code. (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 roofmg contractor and/or o ,gl er should notify the occupants of adjacent units of roofmg 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, roofmg nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the tion of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofmg system. Ponding may not be evident until the o' Final roofing system is removed. Ponding conditions should be corrected. VA •. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not over oaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if ov . flow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in a,4� ante with the Florida Building Code, Plumbing. entilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. is /Agent's Signa t e Date C: \Donmenb and SettlspecMmmo.%L M Settlnp\Temp\Temponry !.tenet PII \Conte,LIES\OK1.BAP1TSECTION 1524111. Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A, B, C 1,2,3,4,5,6,7 Prescriptive BUR RAS 150 A, B,C 4,5,6,7 Asphaltic Shingles A, B, D 1,2,4,5,6,7 Concrete or Clay Tile A, B, D, E 1,2,3,4,5,6,7 Metal Roofs , A, B, D 1,2,3,4,5,6,7 Wood Shingles and Shakes A, B, D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7. High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW. ATTACHMENTS REQUIRED 1. Fire Directory Listing Page 2. From the Miami -Dade County Notice of Acceptance NOA Cover Sheet NOA Specific System Description NOA Specific System Limitations NOA General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Appendix F" Form) Re- roofing or Repairs Only 7. Any Required Roof Testing /Calculation Documentation Any other additional data reasonably required by the Building Official to determine the integrity of the roofing system. Page 1 Page 1 of 1 1 High Velocity Hurricane Zone Uniform Roofing Permit Application MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Master Permit No. Contractor's Name: VAMENIZarAllr Arr 41/ ❑ Low Slope ❑ Asphaltic Shingles ❑ Prescriptive BUR -RAS 150 Low slope roof area (ft. Section A (General Information) Process No. Job Address: IsY / vE /U Roof Category • Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Other. � Roof Type ❑ New Roof 2 Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Steep Sloped area (ft. Section B (Roof Plan) Page 2 I Total (ft.') I —4 zo S- T. Page 1 of 1 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, dearly identify dimensions of elevated pressure zones and location of parapets. 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NOA No: Design Wind Pressures, From RAS 128 0 Pmax1: I Pmax 2: Pmax3: Maximum Design Pressure, From the Specific NOA System: Deck type: • These decks require a fastener pull test by an approved test labratory Other Deck Type: I , "x 6„ v- yo..4/ Joist Spacing: High Velocity Hurricane Zone Uniform Roofing Permit Application MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION - IcrT 6.c_ Slope: Section C (Low Sloped Roof System) Fill in the Specific Roof Assembly components and Identify Manufacturer (If a "component is not used, identify as "NA ") 15/8" Plywood Anchor/Base Sheet & No. of Ply(s): 6A17 5 Anchor/Base Sheet Fastener/Bonding Material:2s /(" / 1:11-4 P • (6 ,4. /,v6 57 SAPS • 'Insulation Base Layer/Size & Thickness: Base Insulation Fastener/Bonding Material: I A '/ Top Insulation Fastener/Bonding Material: Insulation Top Layer /Size & Thickness: iv/ Wood Nailer. Base Sheet(s) & No. of Ply(s): 16 1 7 cd-3 Base Sheet Fastener /Bonding Material: Ply Sheet(s) & No. of Ply(s): 1 6A.r- P,.)-‘r- -4 a-- Pe) /; s Ply Sheet Fastener/Bonding Material: '�f/ +" O. C. �J _. aZ-4 2 �4iZ Drip Edge Size & Gauge: Drip Edge Material Type: Hook Strip /Cleat gauge or weight: Coping Metal: Top Ply: Top Ply Fastening/Bonding Material: Surfacing: I AA Altemate Fasteners: 1. Field: 1" o/c © laps & 2. Perimeter 1 • o/c @ laps & 3. Comers: () " o/c @ laps & Page 3 12" face 26 ga. I 1 IGalvinized Metal I N/A 1 1 r.4.r: GAP 31-1,A07 1 17 ,vim —,4. L&fz., 752.47. I FASTENER SPACING FOR BASESHEET ATTACHMENT Fastener Type: 11 W R.S. Nails �. '' 7 , - C is • o/c rows @ •o/c rows @ I• olc rows @ NUMBER OF FASTENERS PER INSULATION BOARD Field: El Perimeter F T comer .FT Page 1 of 1 Sit c b I71 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION 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 Details that Comply with RAS -111 and Chapter 16. / 4 5 7 - fi l / ) -J i GA. r. Tern 24.2 e(--2,- -pcpcs, CAP GAF iW7 s - �i3. 0.4-Sfi 5 1 Page 3a ParapetWallHeight V F Mean Roof Height D FL Page 1 of 1 I N/A High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Roof Slope: I Roof Mean Height Ridge Ventilation: I Method of Tile Attachment: "/12" Altemate Tile Attachment Method: Clip Spacing for Metal Roof Panels Field:I Perimeters: Perimeter W dth: Section D (Steep Sloped Roof System) Sloped System Description Comers: I Page 4 Deck Type: Altemate Deck Type: I5 /8" Plywood Underlayment type: Insulation/Fire Barrier Board: Optional Nailable Substrate: Fasteners: Cap Sheet Type /Adhesive Type: Roof Coveting: Roof Covering Attachment Method: Drip Edge Size & Gauge Drip Edge Material Type: Drip Edge Fastener Type: Hook Strip /Cleat ga. or weight 12 " face 26ga. IGalvinized Metal g Page 1 of 1 Roof System Manufacturer. L Notice of Acceptance Number. Minimum Design Wind Pressures, if Applicable (from RAS 127 or Calculations): P1:I J P2:I IP3: Maximum Design Wind Pressures, (From the PCA Specific system): I N/A High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Roof Slope: I Roof Mean Height Ridge Ventilation: I Method of Tile Attachment: "/12" Altemate Tile Attachment Method: Clip Spacing for Metal Roof Panels Field:I Perimeters: Perimeter W dth: Section D (Steep Sloped Roof System) Sloped System Description Comers: I Page 4 Deck Type: Altemate Deck Type: I5 /8" Plywood Underlayment type: Insulation/Fire Barrier Board: Optional Nailable Substrate: Fasteners: Cap Sheet Type /Adhesive Type: Roof Coveting: Roof Covering Attachment Method: Drip Edge Size & Gauge Drip Edge Material Type: Drip Edge Fastener Type: Hook Strip /Cleat ga. or weight 12 " face 26ga. IGalvinized Metal g Page 1 of 1 Mean Roof Height in Feet 15' 20' 25' 30' 40 ' Roof Slope 1 1 1 1 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 Page 1 of 1 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. P1:I xA P2:I xA P3:I IxA Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" - Mg: I = Mr1: I NOA Mf: - Mg: I = Mr1: I I NOA Mf: -Mg:I ( =Mrl:I INOAMf: Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: I NOA Mf: I Mr Required Moment Resistance* Page 5 1 ( *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. Description Symbol Where to Find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by a P.E. based on ASCE 7 -98 Mean Roof Height H Job Site Roof Slope 6 Job Site Aerodynamic Multiplier A NOA Restoring Moment due to Gravity Mg NOA Attachment Resistance Mf NOA Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance Fr Calculated Average Tile Weight W NOA Tile Dimensions 1= length w = width NOA • High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. (P1: (P2: (P3: Method 3 "Uplift Based Tile Calculations Per RAS 127" x 1: x I: x 1: 1 1 1 1 =1 l xw:i l) W: NOA F' I =1 NOA F' -W: w:I I) - W: NOA F' I 1 Page 5a I 1 1 Where to Obtain Information x cos e: = Fri) x cos e: = Fr21 x cos e: =Fr31 Page 1 of 1 All calculations must be submitted to the Building Official at the time of permit application. MIAMI -DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST HLAGLER STREET, SUITE 1603 MIAMI, 11.O1tIDA 33130.1S63 (305) 375 -2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) MIAMI•DADE B'UILD1NG CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION GAF Material Corporation 1361 Alps Road Wayne, NU 07470 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 (AIJJ). 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 ART 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. DESCRIPTION: CAF 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, theft it shall be done in its entirety. INSPEC'T'ION: 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 002- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 03-0503.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 1 of 21 ROOFING SYSTEM APPROVAL Category: Sub- Category: Deck Type: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (Matrix." 307 Primer) GAF Mineral Shield® Granules GAF Weather Coat® Emulsion (Matrix''" Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating. (Matrix'T' System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (MatrixTM Standard Wet/Dry Roof Cement 204) RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLASO #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Flex P1yTm 6 Roofing BUR Wood -75 psf See General Limitation. #.1 Dimensions 5, 55 gallons 60 Ib. bags 5 gallons 1, 5 gallons ASTM D 2824 Fibered aluminum. coating. 1, 5 gallons 5 gallons 5 gallons 39.37" (l meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Test Specification Product Description ASTM D 41 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 Shield® Granules shall be used for flashing applications only. AsTm 1227 Surface coating for smooth surfaced roofs. ASTM D 3019 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 ASTM D 4601 ASTM D4601 ASTM D 2178 Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10 /23/03 Page 2a"C21 Product GAFGLAS Ply 4? ;GAFGLAS ®Mineral` J 1 LSurfaced Cap Sheet r -- GAFGLAS© STRATAVENT O Eliminator Perforated GAFGLAS(' Flashing GAFGLAS® STRATAVENT Eliminator Perforated Nailable RUBEROID® SBS Heat- We1dTM Smooth RUBEROID® SBS Heat - We1dTM Granule RUBEROID ® SBS Heat - Weld" 170 FR RUBEROID® SI3S Heat - W eIdTM PLUS RUBEROID® SBS Heat - Weld PLUS PR RUBERO'1D® SBS Heat - Welda' 25 RUBEROID Modified Base Sheet Ruberoid© 20 Ruberoid® Mop Granule Test Dimensions Specification 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Various 39.37" (1 meter) wide 1 meter (39.37") wide 1 meter (39.37 ") wide ASTM D-6164 Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. ASTM 0 -6164 Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D -6164 Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. ASTM D -6164 Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. 39.37" (1 meter) ASTM D4601, Premium glass fiber reinforced SBS - wide Type II, UL modified base sheet Type G2 BUR 39.37" (1 meter) ASTM D 6163 SBS modified asphalt base sheet and wide ASTM D 5147 interply sheet reinforce with a glass fiber mat. 39.37" (l meter) ASTM D 6222 Non -woven polyester mat coated with wide AS1'M D 5147 polymer modified asphalt and surfaced with mineral granules. 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide Product Description ASTM D 2178 /Type -1V asphalt - felt with asphalt coating._ _ ASTM D 3909 Asphalt coated, glass fiber mat cap sheet t-- surfaced with mineral granules, ASTM D 4897 Fiberglass base sheet impregnated and D 3672 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. ASTM D 4897 Fiberglass base sheet impregnated and D 3672 coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D -6164 Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. ASTM D -6164 Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. NOA Nu: 03- 0501.05 Expiration Date: 11 /04/08 Approval Date:1U/23 /03 Pugc 3 of 21 Product Ruberoid® Mop Plus (Granule) RUBEROID MOP . Smooth RUBEROID x MOP 17OFR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® TORCH PLUS (Granule) RUBEROID® TORCH FR RUBEROID 17OFR TORCH RUBEROID® 30 RUBEROID® 30 FR RUBEROID ULTRACLAD® SITS RUBEROID® Dual FR Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37' (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (I meter) wide 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (I meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide Test Specification ASTM D 6222 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D6164 ASTM D5147 ASTM D 6164 ASTM D 5147 ASTM D 5147 Product Description 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 rnat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. 1- .Leavy duty, polyester reinforced, asphalt modified bitumen thembrane, smooth surface. ASTM D 5147 Asphalt impregnated, coated felt, surfaced with mineral granule. ASTM D 6222 Heavy duty, polyester reinforced, asphalt ASTM D 5147 modified bitumen membrane, granule surface ASTM D 6222 Heavy duty, polyester reinforced, coated ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. ASTM D 6222 Heavy duty, polyester reinforced, coated ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. ASTM D 6163 Non -woven fiberglass .mat coated with ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. ASTM D 6163 Non -woven fiberglass mat coated with fire ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. ASTM D 6298 Woven fiberglass mat coated with Polymer ASTM D 5147 modified asphalt and surfaced with aluminum, copper or stainless steel foil. ASTM D 6164 Non -woven polyester and fiberglass mat ASTM D 5147 coated with file retardant, polymer modified asphalt and surfaced with mineral granules. NOA No: 03- 0501.05 Expiration Date: 11 /04/08 Approval Date:10 /23/03 Page 4of21 Product Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (Matrix® System Pro Aluminum Roof Coating Fi.bered 302) GAF Built -Up Roofing Asphalt RUBEROID MOD 60 Ib. kegs Asphalt, Asphalt L & Asphalt P Tile -Mate Base Sheet 39.37' (1 meter) wide Tile -Mate Cap Sheet Shingle - MateTM Underlayrnent TopCoat® Surface Seal SB (Matrix 602 SB Coating) GAF WeatherCote® MB +(Matrix 715 MB Coating) TopCoat MB+(Matrix 715 MB. Coating) WeatherCoteTM (Matrix 531 WeatherCote® Elastomeric Flashing Grade) Matrix Low VOC Matrix 101 System Pro SBS Adhesive (Ruberoid®MB) Matrix 201 System Pro SBS Flashing (Ruberoid®MB) Matrix 102 Select SBS Adhesive Test. Dimensions Specification PA 100(A) ASTM D 1929 ASTM D 635 5 gallons None 5 gallons ASTM D2824, Type 1 1001b. cartons, bulk ASTM D4601 39.37' (1 meter) ASTM D 3909 wide 4 sq. roll 30 lbs. 5 gallons 5 gallons •5 gallons 5 gallons 5 gallons 5 gallons ASTM D3019 5 gallons ASTM D3019 5 gallons ASTM D3019 Product Description One way valve vent used to relieve built - up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes Non - fibered aluminum pigmented, asphalt roof coating ASTM D312, Interply mopping and surfacing asphalt Types 1, 11, III and IV SEBS modified asphalt Asphalt impregnated and coated, fiberglass base sheet Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass reinforced shingle underlayment 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. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied .Modified SEBS Asphalt Adhesive. NOA No: 03- 0501.05 Expiration Date: 11 /04/08 Approval Date:10 /23/03 Page 5 of 21 NET SalisFAXlion From: JWheeler To: X Product (Rubcroid ©M13) Matrix 202 Select S13S Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non - Fibered RUEEROID() Modified Bitumen Adhesive .APPROVED INSULATIONS: PY ROX White Li Product Name Dimensions 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons GAF!'EMP Isotherm R, RA, RN & Composite, EnergyGuard RA GAF1'EMP® Composite A & N (BMCA.)GAFI'LMP® Fiberboard GAF{'EiMP® Permalite GA.I?1EMP GAPCANT'IM GArri MP Perntalite Recover Board GAFTEMP GAFNDGE'M Tapered Edge Strip (13MCA) GAFI'EMPU High Density Fiberboard BMCA l;nergyGuard, RA BMCA. Composite EnergyGuard, RA Dale: 12/2/2003 Time: 1:58:36 PM Test Specification AS'I'M 1)4586 Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. ASTM 1)4586 Standard Plastic Asphalt Roofing Cement ASTM D4586 Standard Plastic Asphalt Roofing Cement Caulk Grade. ASTM I)3019 Cold Applied Asphalt Adhesive. ASTM D 2824 Fibered alurnintuu coating. ASTM 1)2824, Non- fibered aluminum pigmented, asphalt Type 1 roof coating. ASTM D 3019 Fiber reinforced, rubberized Adhesive Type Tll. TABLE; 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlitc insulation. Fiberboard insulation. Perlite insulation hoard. Cut perlite board Perlite recover board Tapered perlite board High density wood fiberboard insulation. Polyisocynurate foam insulation Polyisocynurat.e/wood fiberboard composite Polyisocyanurate foam insulation Polyisocyanurate foam insulation Product Description Manufacturer (With Current NOA) 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 13MCA Apache Products Co. Apache Products Co. NOA Nu: 03- 1)501.05 Expiration Date: 11 /04/08 Approval Date:10 /23103 l'age 6 o f 21 Page 7 oI 22 APPROVED INSULATIONS: Structodek Fastener Number. 3. 4. 5. 6. Product Name ACFoam 1, H & Composite ISO 95+ ISO 95+ Composite Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck E'NRG'Y -2 & E'NRG'Y-2 PLUS, UltraGard Gold FiberGlass Roof Insulation Multi -Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Product Name GAFTITE® (Drill -Tec ®) #12 Standard & #14 Heavy Duty Roofing Fastener GAFTITE® (Drill - Tec ®) ASAP GAFTITE® (Drill -Tec ®) Base Sheet Fastener and Plate Galva lame Plates (Drill - Tec® Metal) Polypropylene Plates (Drill -Tec n Plastic) Dekfast Fasteners #12, #14 &l#15 TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam .insulation Polyisocyanurate /perlite ridged insulation Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Glass fiber/Mineral fiber insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation TABLE 3 Product Description Dimensions Insulation fastener for steel, wood & concrete decks. Pre- assembled GAFTITE Fasteners and metal and plastic plates. Base sheet fastening assembly. Round galvalume stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks 3" and 3' /" Manufacturer (With Current NOA) Atlas Energy Products Firestone Building Products, Inc. Firestone Building Products, Inc. generic generic generic G -P Gypsum Corp. Johns Manville Johns Manville Masonite. RMax, Inc. Partek, Inc. Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3 1/2" GAF Materials Corp. Construction Fasteners Inc. NOA No: 03.050105 Expiration Date: 11 /04/08 Approval Date:10 /23/03 Page 7 of 21 APPROVED FASTENERS: Fastener Product Number Name 7. Dekfast Hex Plate 8. Dekfast Lock Plate 9. #12 Roofgrip Fasteners 10. Metal Plate 11. Gearlok Plastic Plate 12. Glasfast Fastener 13. Olympic Fastener #12 & #14 14. Olympic Fastener ASAP 15. Olympic Polypropylene 16. Olympic G -2 17. Olympic Standard 18. Insul -Fixx Fastener 19. Insul -Fixx S Plate 20. Insul -Fixx P Plate 21. Tru -Fast 22. Tru -Fast Plates 23. Tru -Fast Plates TABLE 3 Product Description Galvalume hex stress plate. Polypropylene locking plate. Insulation fastener for wood and steel. Galvalume stress plate. Polypropylene round plate Insulation fastener assembly with recessed plastic plate Insulation fastener Pre - assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalume AZ55 steel plate 3" round galvalume AZ50 steel plate Insulation fastener for steel and wood decks 3" round galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalume AZ55 steel plate Polyethylene plastic plate Dimensions 2 718" x 3 1 /a" 3" x 3' /d' 3.25" round 3.5" round 3" round 3" round 3" round 3" round 3" round Manufacturer (With Current NOA) Construction Fasteners Inc. Construction Fasteners Inc. ITW Buildex Corp. 3" round ITW Buildex Corp. 3" square 3.2" ITW Buildex Corp. Johns Manville Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Crroup, lnc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. SFS /Stadler SFS /Stadler SFS /Stadler The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. NOA No: 03.0503.05 Expiration Date: 11 /04/08 Approval Date:10 /23/03 Page 8of21 EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. 1RT of S. P1. IRTofS.P1. Test Identifier FMRC 1996 J.I. 2B8A4.AM J.I. 3B9Q ' 1.AM 1.I.OD0A8.AM 1.I.ODIA8.AM J.I. 0Y9Q5.AM GAF - 012 -02 -02 GAF- 020 -02 -01 02 -005 02 -014 Description Current Insulation Attachment Requirements Wind Uplift FMRC 44704 Wind Uplift FMRC 4470 - PA 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 Date 01.01.96 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 11.06.01 02.01.02 01.18.02 03.22.02 NOA No: 03- 0501.05 Expiration Date: 11104/08 Approval Date:10 /Z3/03 Page 9 of 21 1 NET SalisFAXtion From: JWheeler To: X r• Deck Type 1: 'Wood, Non - insulated Deck Description: 19 / 32 " or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Dale: 12/2/2003 Time: 1:58:36 PM Page 19 of 22 Base sheet: GAFGLAS #80 UltimaTm Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- WeIdTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fasten[ng Options G AFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base _sheets_attached_to_deckwith approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered_and in two roves 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation /l7) GAFGLAS® Ply 40, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base 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 Press ps , ee .. • era .' itation #7) rGAFGL!1S Flex PIyTM GAFGLAS #75 Bas. Sheet or any of above Base sheets attached to deck , . . ► ► roved annul ng shank nails and tin caps 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 Base 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 Base 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 Slieet or any of above Base 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) ( or snore plies of GAFGLAS® 4 ®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID Smooth or 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 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. NOA No: 03 0501.05 Expiration Date: 11/04/08 Approval Date :10/23/03 Page 18 af21 4 NNT SalaFAXtion From: JWheeler To: X Surfacing: Maximum Design Pressure: See Fastening Above Date: 12/2/2003 Time: 1:58:38 PM Page 20 of 22 (Required if no cap sheet is used) Install one of the following: 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 19 of 21 • 1., WOOD DECK SYSTEM LIMITA'T'IONS: • 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically anchor sheet. 2. Minimum t/" Dens Deck or rV T X gypsum board is acceptable to be installed wood deck. CENTRAL 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 BVT range and at a rate of 20 -40 lbs. /sq., or mechanically cally attached using the fastening pattent of the top layer 3. All standard panel sizes arc acceptable for mechanical attachnierit• When applied in appro■ccl 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 g 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 clown 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 rnaxin (esign pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (h) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fas as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. tc Fier value, 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 he increased for both, insulation and base shect.,as calculated in compliance with Roofing Application Standard R.AS 117. (When this limitation is speci fically referred within this NOA, General Limitation 119 will not he applicable.) 8. All attacluneitt and sizing of Hailers, metal profile, and /or flashing termination designs shall conform with Roofing Application Standard RAS 111 11 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). ‘be this limitation is specifically referred within this NOA, General Limitation 117 will not applicable.) 10.: All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 913 -72 of the Florida Administrative Code. END OF TIIIS ACCEPTANCE fastened base or directly over the NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 21 of 2.1 • Roofing Systems (TGFU) Continued ,GAFGLAS #80 Premium Base Sheet may be used in any of the following • systems. ' "GA:'glas 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 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 lavers Type G1 "GAFGLAS Ph' 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 GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One laver Tvpe G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 3. Deck \C 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 lavers 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 Ply Sheet Any L L Classified ssified gravel s surfaced Class A asphalt glass fiber mat system. 5. ;Deck: C -15/32 Slip Sheet (Optional): Red rosin paper, nailed to deck. Buse Sheet: Onelarei of Tvpe G2 "GAFGLAS k75 Base Sheet" (may he nailed). Ply Sheet: One or more layers of Tvpe G1 "GAFGLAS Ply 4" or - GAFGLAS 6': - - - -= ( Cap Sheet Onelaver of Tvpe C -3 "GAFGLAS Mineral Surfaced Cap f ( Sheet". 6. Deck: NC Base Sheet One layer of Type G2 "CAFGLAS #75 Base Sheet ". Ply. Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet One layer of Type C -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 7. Deck C -15/32 Incline: 2 Insulation: One or more layers pet 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 Tvpe 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). Ca. Sheet: " r, hot mopped. Deck: C -15/32 Glenne: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fibe4 isocyanurate, urethane, perlite /isocyanurate composite, perlite/ - thickness composite, wood fiber /isocyanurate composite, phenolic any Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): Membrane, One or more layers of Type Gl. e mbra 'Rube or more layers of "Ruberoid Torch' (smooth or granule) or Rubbed Torch Plus" (granule), "Ruberoid Mop" (smooth or raid Mop Plus" (granule). • LOOK FOR THE UL ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. 1. Deck: C -15/32 Incline: _ - Insulation (Optional): One or mor; 'avers perlite. wood fiber. glas fiber, isocyanurate, urethane, perlite /tsc:vanurate composite. perlite urethane composite, wood fiber /isocyanurate composite, phenolic ar thickness. PIy Sheet: Two or more lavers o' Tvpe GI "GAFGLAS P1' 4" o "GAFGLAS Ply 6" Cap Sheet: Tvpe G3 "GAFGLAS Mineral Surfaced Cap Shee ho mopped. 2. Deck C- 15.32 • Incline: 3 -1 2 Insulation (Optional): One or more layers perlite, wood fiber, zlas• fiber, isocyanurate, urethane, perlite!isocvanurate composite. perlite Methane composite, wood fiber / isocyanurate composite. phenolic. an:. thickness. Base Sheet: Two or more lavers of Tvpe G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop (: mouth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet ", hot m:.-ppe 1. Deck C -15/32 Class C Incline: 1/2 Insulation (Optional): One or more lavers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite; isocyanurate composite, p&hte/ urethane composite, wood fiberiisocvanurate composite, phenolic. am thickness. Ply Sheet Three or more lavers of Tvpe 0 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Special Roofing Bitumen" 20Ibs!sq. COAL TAR FELT SYSTEl`1S WITH HOT ROOFING COAL TAR I. Deck: C -15/32 Class A Incline: 1/2 Insulation (Optional): One or more layers perlite. wood fiber, glass fiber, isocyanurate, urethane, perlite / isoiyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Tvjje GI "GAFGLAS PIy 4" or "GAFGLAS PIy 6 ", hot mopped with coal, tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS 1. Deck NC Class A '- Insulation (Optional): One or more lay) i er to .• erlite, ,00d fiber or glos s 2 fiber, 2 in. max. • Ply Sheet Three or tnore layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Alurinum Roof Cbating "- at. 1 -1/2 gal /sq.. _ _ 2. lYeck:•-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 Tvpe GI "GAFGLAS PIy 4" or "GAFGLAS PIy 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 GI or G2, mechanically fastened or hot mopped. Ply Sheet One or more plies Type GI or G2, adhered with hot roofing asphalt. S a cing: "CAF Premium Fibered Aluminum Roof Coating", 1 -1/2 g or "GAF Weather Coat Emulsion ", 3 gal /sq- 5. De NC Incline.) Insluhtion (Option): Perlite, glass fiber; polyisoeyanurate, wood fiber, mechanically fastened, any thickness. MARK ON RODUCT as 17 MIAMI VILLAGE \ BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Dat Type Insp' Permit No. Name Address Company Phone # $ OS— 2 Inspection Date —S .3 Approved Correction Re- Insp'n Fee ❑ 0 MIAMI 'SHORES VILLAGE _ • BUILDING DEPARTMENT U. } .�"S 305- 795 -2204 Building Inspection Request `0 Dat Type In Permit No. Name Address5S ./)/\ 4 e . 1 o o� A i ' ..7_� . Auk.... 1 1 1 Company / �p Phone # � " O ' 0 ' L 1 1 Inspection Date Correction Re- Insp'n Fee a e_c.r Building Permit Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004 -518 Printed: 4/22/2004 Applicant: Owner: JOB ADDRESS: 55 NE 100 ST Contractor SHILOH ROOFING CO INC OF SO FLA Contractor's Address: 709 N. E. 74 ST. Local Phone: 305 - 681 -4787 Parcel # 1132060131420 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 18 & E1/2 OF LOT 17 & W1/2 OF 19 Fees: FEE2004 -4083 FEE2004 -4084 FEE2004 -4085 FEE2004 -4086 FEE2004 -4087 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $250.00 $1.80 $0.60 $6.25 $9.00 $267.65 Total Fees: $ 7.6 Total Receip : ?.00 � 2 3 � Permit Status: APPROVED Permit Expiration: 10/16/2004 Construction Value: $2,450.00 Work: RE -ROOF FLAT DECK 400 SQ FT Signed: (INSPECTOR) Page 1 of 1 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: PERMIT APPLICATION FOR MIAMI SHORES VI 10050 N.E. 2nd Avenue • Miami Shores, Florida Job Address./ ,( /OD s Tax Folio Date Legal Description Historically Designated: Yes Owner /Lessee /Tenet 01/; /A/ Owner's Address Contracting Co. Qualifier I ? � State #( C� a - Z r/ Municipal # WORK DESCRIPTION: /Z /4 r 7 "e- fis Signature of owner and/or Condo President Date FEES: PERMIT &0 00 RADON C.C.F APPROVED: Zoning Building Mechanical Pho 138 • Phone: 305- 795 -2204 • lax: 315-756-8972 1 11 ' 1 2003 (26 -,) 7c3"C SS # Competency # Square Ft. Estimated Cost (value) $3A/f.-&15 Signa 45 4 y Com � .F.0vegommi 19 DD °r f \ °• Expires Novmbe No (!' ° 626 NOTARY ' 6 0 BOND Ins. Co. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL GOOFI D 77e! -a is0 ewe 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 ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). 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 all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above named contractor to do the work stated. A uilder TOTAL DUE 6 Date Electrical Plumbing Structural Engineer r High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Master Permit No. Process No. Contractor's Name Job Address /2, ROOF CATEGORY ❑ Low Slope ❑ Asphaltic El Metal Panel /Shingles ❑ Wood Shingles /Shakes Shingles I iii ? i I l • 1 i 4 LL tl I • __L l/r! " it - „, - t -f= 1 _ 1r ` - L.- ..�: •_f -. .1_ nil � �:. I• ' f _ I '— r L i • - -�� F 11 t ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof ❑ Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SE) Total (SF) 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. i • r T Tt -r 1. ! . I ...1 . . 1 .• , . _ I.1,,, I _ : _1. 1. _ � '._ _ i_ I _,,._:__!_l _i 1. I 1 1 I -:.. ' L 1. _ .. r � r '. _ .r t t Li-, (T . I . i i ' ! . �' I L ' ' 1 - .t .t_r_; • • - Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 5/7/2003 Applicant: Owner: JOB ADDRESS: 55 Contractor WILSON, MIKE Local Phone: 305 - 893 - 1557 Parcel # 1132060131420 Signed. In consideration of the issuance to me of this permit, I agree to perform the work cov conformity with the plans, drawings, statements or s +ications submitted to the prop done by either myself, my agent, servants or empl ... ) Signed: NE 100 (INSPECTOR) Building Permit Permit Number: BP2003 -733 (Contractor or Bu ST Contractor's Address: 870 NE 122 ND Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 18 & E1/2 OF LOT 17 & W1/2 OF 19 Fees: Description Amount FEE2003 -2752 Building Permit Application Fee $60.00 FEE2003 -2753 CCF $0.60 Total Fees: $60.60 Total Fees: $60.60 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 11/3/2003 Construction Value: $360.00 Work: REPAIR TO THE FLASHING BACK TAKE OFF AND REPAIR FLASHING UP TO CODE MICHAEL WILSON 305 -893 -1557 870 NE 122nd Street N. Miami, FL 33161 SouthTrust Bank Maximum Advantage Banking $632 -c/a 414' l `/a1a For 1 :063 109430 49 030 6 L 211 40S 2 ' /c9 -tV Date 4052 63-943/631 BRANCH 69232 Type Insp'n Permit No. Name Address i Company Phone # Correction MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 3 -/3 ' 02 ) Time For Inspector:3 , �� O z Name & _ 7 i Approved / Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 0 ° /1 Time Type Insp'n Permit No. ?P Q 2 r- 1T J Name Company Approved Correction Address / I? _ Re -Insp' n Phone # 3: � For Inspector: „Z _/ - : 2 Name & Date MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date O D ime Type Insp'n Permit No. Name Address Company U Phone # For Inspector: `J 1 I d Na e & Date ' Approved may._ Correction ❑ Re- Insp'n Fee ❑ Date Type Insp __Permit No. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Correction ❑ Re- Insp'n Fee . ❑ Company Phone # For Inspector: i �,' /� _ Nam _ & Date CONTRACTOR Name M TN ONE. !�I npt° (i-l. i License No. 50. 4-I ! s5 ls 1� Address 14 i� NILO (�T k 1 c- , Nc.F Vli ©Mi P 1 a3Lc, -F , Telephone ( J J p a. G � Qualifier Name t Dr e, o Die PROPERTY OWNER 1 Name A^ 1 • l 1 C',rriel e P c n 1 Address � V 5 5 me IC0S rel i Ol i 1'''Ore "F' • Home Telephone (305) - '1 - h � l G Business Telephone( // 1 r7 l 4- � Fax (315)774- 10 15 TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'I Detachment Other INSTRUCTIONS - The following steps must] be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: 55 N E l O(Q S} Address Folio Number( I 32. p , - 0l3 -14�, r_ Lot 8 Block 10 Subdivision PBI0 PG Current Use of Property re3, do - Ai(1l Proposed Use of Property Yei ide ni in I Tenant Information Vid E5s r Ian i PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing _ LPGX Roofing Fence Other PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection Apt. City ARCHITECT Name License No. Address Telephone Fax Minn i 5 cr Description of Work N €LLU State acd. cot ot Linear Feet PERMIT APPLICATION Master Permit No. 50353 Subsidiary Permit No. 9� f ' 020©c • J / 3313P Zip Zoning Square Feet .70 SF Units Floors Value of Work 9 01) ' 15° Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax Page 2 �INJPORTANT NOTICES DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS fora construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I; the OWNER of the property, 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, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. • N_ e FLORIDA, COUNTY OF MIAMI -DADE mod- s Signature of Owner ature of / Qualifier A STATE Cfst of Notary is -State Signature o ry of Florida SEAL: A, COUNTY, OF MI ' ' I -DADE Print Name Sworn to and subscribed before me this 2.3 day of Cristina Hue *Itihr Commission CCOefieW ' % „/ Expires December 19, 2G3 Personally known OR, Produced entification ST Print Name Sworn to and subscribed before me this 2 3 day of J A Al SEAL: Signature of Notary Public - State of Florida 1 Type of Identification Produced: Type of Identification Produced: PERMIT APPLICATION �,,� Pe Cristins Huo * *My Commission CCS9653 7 � �p o Expires Docomber 19, 2003 Personally known OR, Produced Identification 4)/4 Ridge Ventilation? CA k -i yl t191s Deck type: MEAN HEIGHT / v ` 12- Roor ILOTC D E T A I L 3 Fastener type & spacing: Cap Sheet: Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. SLOPED SYSTEM DESCRIPTION C: D X /� Underlayment: Insulation: 41- Je 3 Fe l/ 7 Roof Covering: / /M) t`_'4/ ,2. �.� ivipl ) 2 /X i abee 7.4 b.D. Drip edge: TILE CALCULATIONS (Pmaxl: x X (Aerodynamic Multiplier): ) -. M = M PCA: (Pmax2: X a, (Aerodynamic Multiplier): ) - M = M PCA: (Pmax3: x X (Aerodynamic Multiplier): ) - M = M PCA: ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance - Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals •Q Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: P ( PW ONE PIt' 14(1 F110. Job Address: 5,5 ,N&- lc ❑ (Low Slope Application) ❑ (Asphalt/Fiberglass Shingles) New Roof ROOF CATEGORY ❑ (Nail -On Tile) ► -. (Mortar- Adhesive Set Tile) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ Re roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft —• Sloped Roof Area (ft 2 7P 5'PTotal (ft 2'7) S r Master Permit No. .5 ° 3 5- 3 Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): a 2 Ft. Ft. Deck type: COX la/yil ®. ATTACHMENT Fastener Type: A > , JU/ �. SPACING Field: / 6 1 4 •.Perimeter: 3 ®• C • Corner: 123.01- 78 9/BS DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) Page -1 t r r ROOF PLAN 5104 APPENDIX "F" APPENDIX "F"REQU RED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appe d Building Code (SFBC) owner the and to explain to the content of this form. The provisions of Chapter 34 of the South system the minimum requirements and standards of the industry roofing veen the own the o the following items should be addressed as part of the agreement b The owners initial in the adjacent box indicates that the item has been explained. jgt...1 . Aesthetics-Workmanship: The workmanship provisions o C ha p ter 34 ar man the purp o p that the roofing system meets the wind resistance c ions. Aesthe Aesthetics (appearance) issues are not a consideration are not respect to zoning code, sho addressed as issues such as color or architectural appearance, that P art of p of the agreement between the owner and the contractor. k 2. Renailing Wood Decks: When replacing roofing, g, 29 of existing SFBC. wood (The roof ma ys usually be re lens d in accordance with the current provisions of Chap cealed prior to removing the existing roof system) . Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, occupants ants of adjacent b i ain is of rloofinb on ork to be the roofing performed. c•� tractor and/or owner should notify t he p Exposed ceilings: Exposed, open beam ceilings are where the underside of the roofh refore, can e viewed from below. 'Tire ownet acceptable. ral he p SFBC provides the roofing nail penetrations of the underside of the decking may not opt of maintaining this appearance. ilk .. Ponding Water: The current roof system and/or dec roof. the builds Ponding ng may not can be as indication and ay cause water to pond (accumulate) in low-lying areas of structural distress and may require the review of a m professional structural ngin tons onding be shorten evident the life expectancy and performance of the new roofing system. uAtil the original roofing system is removed. Ponding conditions should be corrected. not 6. Overflow Scuppers (wall outlets): It is required that rainwater o ff extensions the o of i this verloaded from a build up of water. Perimeter /edge walls do It may roof e be necessary to install overflow discharge if overflow scuppers (wall outlets) are not provided. Y sc i f; s in accordance with Chapter 23 of the SFBC. . Ventilation: Most roof structures should have some ability to vent natural airflow through the t interior of the structural assembly (the building itself). The venting which can result attic extending the shall ervi�e be reduced. It may be beneficial to consider additional al vent g life of the roof. Owner Signat • Date ontractor's Signature MIAM f-DAD Approved:12 /30/1999 t91I .d1 / 4002 Y3: Lb 9b44314489 — ABC #130 - TILE . 06/94/2001 14:3B 5513385391 MONIER LIFETILE BOCA MIAMI DADS COUNTY. FLORIDA METRO -DADS FLAGLER BUILDING 811ILOrNG CODE COMPt:IAr.tCE OFFICE METRO -DADS FLAOLER BUILDING ry � 140 WEST PLACLER STR4ST. SUrrE 1603 PRODUCT CONTROL riaricE OF • i, r... N..... .M[IAMI. FLORIDA 33130.1163 (305) 375-2901 FAX (301) 371-2908 Monier Lifetile LLC 135NW2OSt. Boca .Raton FL 33431 CONTRACTOR EIVORCEM ENT SECTION (305) 375 -2966 FAX (305) 313 -2908 Your apptic` for Product Approval of PRODBCT CON DIVISION (305) 371.2902 FAX' (301) 372 -6339 Mission Barrel ffi /g a Prole Titer under Chapter 8 of the Code of M'iami-Dadc 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 approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime 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 BCCO that this product or material fails to meet the requirements ache South Florida B uilding Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 99-1012.06 (Revises No._ 96- 0528.05) lE � Raul Rodriguez Chief' Product Control Division THIS IS THE COVERSHEE1C, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW CONIM1TTEE 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 Dade County, Florida under the conditions set forth above. Internet mon addros: pustaru $ler•®buildingcodeaAlInd.et►M ranctseo 1+ tuntana, A� Director I of 6 Miarni•Dade County Building Code Compliance Offic PAGE 01 PAGE 01/06 CONTRACTOR LICENSING SECTION (305) 375 -2.127 FAX (30 )375 -2155 Rome page; Attp : / /www.buitdingeudeonllne.COm 01/31/2002 23:26 9544914489 06/04/2001 14:38 5613385391 ti ON1ER L1iFET'l F 1• SCOPE This revises a roofing system using Monier Lifetile Mission Barret Concrete Roof Tile, as manufactured by Monier Lifetile LLC 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 the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attaclunent calculations shall be done as a moment based system. Category: Prepared Roofing Sub Category: High Profile Tile 2. PRODUCT DESCRYPTYON a ufu gsoby Applicant Monier Lifetile Mission Barrel Tile Trim Pieces X30 Felt Pimensioemr • lir w • Varies Varying thickness I = varies w se varies varying thickness 2.1 Components or products manufactured by others Product #43 Coated Base Sheet NIA NIA aunt= ABC #130 -TILE MONIER LIFETILE BOCA ACCEPTANCE No. :- i APPROVED : December 30, 1999 EXPIRES : December 16, 2002 NOTICE Q. ACCEPTANCE: STANDARD CONDTIIIONS Test Product $neelf cstiona Description ASTM C l 167 High profile, two - piece, extruded concrete roof eile. For mortar senor adhesive set applications. ASTM! C 1 167 Accessory trim, concrete roof pieces For use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Specifications ASTM D 226 Saturated organic Felt to type ri be used as a nailed anchor sheet. ASTM D 2626 Saturated and coated organic base sheet for single or double ply underlayment. 2 Product Description Manufacturer getteriG generic Frank Zulaaga, RRC Roofing Product Conceal Examiner PAGE 02 PAGE 02/06 01/31/2002 23:26 9544914489 06/04/2001 14 :3B 5613385391 KOMER LiFt: 'TILL' L11�C Product Mineral Surface Cap Sheet Rainproof It Ice and Water Shield Roof Tile Adhesive ( "Polyps® AEf 160 ") • RoofTile Adhesive Ti le Bond 3. LIMITATIONS Test Dimernions ,SpecIfientions N/A ASTM D 249 30 "x75' 36" x 75' roll Or 60" x 75' roll 36" x 75' roll N/A PA 104 Factory premixed See PCA canisters - PA t03 Self-adhering . underlayment For use as a top ply in atwoply underlayment system with Approved #30 or #43 as the base layer. See PCA Two component polyurethane adhesive designed for adhesive set roof ri applications. 3.1 Fire classification is not part of this acceptance. 12 For .mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3 - Applicant shall retain the services of a Miami - Dade County Certified Laboratory to perform quarterly test in accordance with PA 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlaymeuts shall be in compliance with the applicable Roofing 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 u curers published literature. ow n, R.R. Rooting Product Control Examiner w 3 ABC #130 -TILE MONIER LIFETILE BICA ACCEPTANCE tito.: :1012.06 APPROVED : December 30, 1999 EXPIRES STAND Product Degcrii ption Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. Single ply, nail -on underIayment with 2" self adhering top edge, Single component polyurethane foam roof tile adhesive :December 1.6, 2002 Manufacturer generic Protect -O• Wrap, Inc. with current 1NJOA W.R. Grace Co. with current NOA Polyfoam Products, Inc. Flexible Products (with current NOA) PAGE 03 PAGE 03/06 01/'31/2002 23:26 9544914489 ABC #130 -TILE ' 06/04/2001 14:38 5613385391 MONIER LIFETILE BOCA Q IJER LIFETI t r,1L,..g NOTICE A, CC: _. STANDARD CONDITIONS 3 - This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFEC, 4. INSTALLATION 4.I Monier Lifetile Mission Barrel Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 120. 4.2 Data For Attachment Calculations Tile Profile Monier Lffettte Mission Barrel Tile Monier Lifetile Mission Barrel Tile Table 1: Aero. narnic Multipliers - ACCEPTANCE No. :12 APPROVED : Deeembee 30, 1999 EXPIRES :December 16, 2002 (ft) Direct Deck Application 0.31 Table 2: Restoring Moments due to Gravi - M (ft Tile 3 " :12" 4 ";12" 5 " :12" 5":12" T' :17 or Profile greater 5.47 5.39 5.27 5.14 5.00 Table 3: Attachment Resistance Expressed as a Moment - M (ft -lbf) for Sin: le Pa Adhesive Set S stems Tile Application 133 (Concrete tile) 84 {Concrete tie Tile Profile Monier Lifetile Mission Barrel Tile Poi foam PolyPro*M Minimum Attachment Resistance Flexible TileBond Place 23 rams er an and 23 gams arca a w oJy rey'a. Place 11.8 • rams per pan and 11. rams per Gap a ilreBond. Table 3A: Attachment Resistance Expressed as a Moment - M,(ft -Ibf) for Mortar Set S stems 'file Tile Profile Application Monier Litetile Mission Barrel Tile Mortar Set' 24.5 S. LABELING 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 ". 4 Attachment Resistance Frank Zuloaga. RRC Roofing Product Centro( Examiner PAGE 04 PAGE 04/06 01/31/2002 23:26 9544914489 06/04/2001 14 :38 5613385391 MONIER LIFETrLULC NOTr dtx ---� --ter 5 ABC #130 -TILE PROFILE DRAWINGS MONIER LUFETILE BOCA APPROVED EXPIRES AND RD CQNDITJONS 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1,1 This Notice of Acceptance. 6•1-2 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. MONTER L!FETHLE MISSION BARREL CONCRETE ROOF TILE PAGE 05 PAGE 05/06 ACCEPTANCE No, : 99- 1012.06 : December 30, 1999 :December 16, 2002 Frank Zuloaga, RRC Roofing Product Control Examiner 4 01/31/2002 23:26 9544914489 ' 06/04/2001 14:38 5613385391 iVIO NIE ABC #130 - TILE PAGE 06 MONIER LIFETILE BOCA PAGE 06/06 ACCEPTANCE No.: 99- 10I2.06 'APPROVED r December30, 1999 EXPIRES :December 116, 2042 agizERFAUWAVCEL, STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (R) years. 2 . Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Prodvet Control Approval ", or as specifically stated in the specific =editions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affee[ing 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 or 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: e- 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 time. The engineer need not reseal the copies. 3. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 5 and this Last page 6. END O6 THIS ACCEPTAN 6 ran Zatoags, RRC Roofing Product Control Examiner ELECTRICAL TYPE Minimum Fee QTY. TYPE 1 Dryer QTY. TYPE Outlet, Appliance QTY. TYPE Service Repair TY. A/C Central 1 -3 Ton Fan Vent Hood, Cost Outlet, Wall Service, Temporary Dryer Vents, Number of A/C Central 4 -7 Ton Paint Booth Fire Pump Outlet, Switch Air Handler, Tons Signs A/C Central 8 -15 Ton Periodic Inspections Fixture - Fluorescent Oven Fire Sprinkler System Space Heater (kw) Process/Pressure Piping A/C Central 16-20 Ton Fixture Light Bath Fan - Vented, # Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton j Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window r FPL - Load Central Posts Swim Pool, Commercial Air Conditioners ;' , Garbage Disposal Range/Range Top Swim Pool, Residential Chiller 1 ,' Generators, etc. Receptacles Switchboards Clear Violations ' '_ ' Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Disposal Low -volt, Burglar Interceptor Refrigerator, Domestic _ Roof nl�i' "' f Temp for Test - 30 days ater Close£'l Deep Freezer Domestic Well Low -volt, Fire Laundry Tray Renew - Temp Service Septic Connection' "-' — 'Water Heater ) Demolition Drainfield, 4" Tile/Res. Low -volt, Intercom/Teleph. Lavatory Meter Set (Gas) Repair Circuits Septic`Tanl Sewer Connection Water lIeater,New Water Re pipe Dishwasher Drains, Area Low -volt, Television Service, Number of Amps Shower MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY. TYPE Generator QTy. TYPE Refrigeration, Tons QTY. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost Bath Tub . A/C Wall/Win. Tons Dryer Vents, Number of Miscellaneous Repairs Paint Booth Ventilation, Cost Bidet Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Sprinkler Repair Barbecue Fire Sprinkler System Fountain Process/Pressure Piping .----. Sprinkler System Bath Fan - Vented, # -Fireplaces, Number of Pressure Vessel j j PLUMBING TYPE QTY. TYPE 1 QTY. TYPE QTY. TYPE QTY. A/C Condensate Drains, Roof Miscellaneous Fixture Soakage Pit %' Bath Tub . Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic ( Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand ; ') r /Temporary' Toilet Catch Basin Gas - Propane Pump, Re- circulate j ; ;' , Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool / 1 ,' Urinal ) Dental Chair Grease Trap Ice Maker Pump, Sprinkler / / / Pump, Sump / 1 Relay Repair ' ' ' '_ ' 'Utility, Utility - Water acuum Pump Discharge Well Dishwasher Indirect Wastes Disposal Interceptor _ Roof nl�i' "' f ater Close£'l Domestic Well Laundry Tray Septic Connection' "-' — 'Water Heater ) Drainfield, 4" Tile/Res. Lavatory Meter Set (Gas) Septic`Tanl Sewer Connection Water lIeater,New Water Re pipe Drains, Area Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: SECTION 1 DATE Zoning Electrical Mechanical � N Plumbing , - Fire Public Works Structural Building Official Page 4 OFFICE USE ONLY _CHECKLIST • OWNER - BUILDER FORM (Attach) • FIRE DEPARTMENT APPROVAL (Commercial / multi- family) • CONCURRENCY (New Construction) Di OTHER (Specify & Attach) PERMIT FEES $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review El PROOF OF OWNERSHIP (Attach) • HRS / DERM APPROVAL (Septic / Sewer) • IMPACT FEE (New Construction) 12 OTHER (Specify & Attach) $ 40 , $ (sq.ft. = x/1000 x0.60) (¢.005 /sq.ft.) (¢.01 /sq.ft.) PERMIT APPLICATION CI CONDO ASSOCIATION APPROVAL (Attach) BPR APPROVAL (Restaurants) U CONTRACTOR REGISTRATION (On File) CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL ° (305) 795 -2207 ° FAX (305) 756 -8972 ° http : / /www.miamishoresvillage.com Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE .slob Address .5.5 / , / D !2 ST Tax Folio i i¢/LI<l istorically Designated: Yes &r/Lessee / Tenant Master Permit # Owner's Address S /D D S7 £t/ 50 P ' - fA+97'3 E:5 2Y�Z Contracting Co. b" j9-73 Address Qualifier !;. �1/L��� SS# State # ,QC Q 0 2? ‘6‘ Municipal # 00a O /D.R;6mpetenc # Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIP'T'ION WC freei i 7 L A 4 Y /S i itt S 0 , / Arel O — 0-1142e Square Ft. Estimated Cost (value) JO© 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 above, and on the attached addendum (if applicable). 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 constru ion and zoning. Furthermore, I authorize the above -named contractor to do the work stated. /2 wner and/or Condo President 15a Notary as to Owner and/or Con My Commission Expire FEES: PERMIT ' 34 ' RADON Date.. � P �1Y PO OFFICIAL NOTARY ''�- �i BARBARA ANN FUGAZZi 2 �� M� 7,.. O COMMISSION NUMBi:.R . < CC3601 1 MY COMMISSION EXP. OF F■O MAR. 2 1998 APPROVED: Zoning Building Mechanical Plumbing^ Signatur ontractor or Owner - Builder Notary as to Contractor or Owner- Bu#lde '! .... ....;°"' My Commission Expires: „0..0 Po OFFICIAL I4C4A.P1 �i BARBARA ANN FU�sAy: =: 2 1l M j * COMMISSION NUMBER r� CC3601 MY COMMISSION EXP. � F�O MAR. 2 9 . , . 1' 1 9 8 C.C.F. r p NOTARY V No 2 /(9 7,8g Phone - S Electrical Phone Ins. Co. / 7:32,41g.s 4 1.13 te TOTAL DUE r y Engineering j •j . .rtment of Labor • Employment G1C11r1ttL • -• -• _ —• -- — i e/ '.0: Compn.nce Pos lice floe 7600 enah FL322I1.7 Qo .: Telephon(004) 406.2333 PLLAOE rYPE PHINE: 6E EV E BIDE OF THIS FORM FOR ELIGIBILITY REQUIREMENTS AND RENEWAL INFORMATION. r_F.• ..._. 12 .)> s u r.; 1:- ft em .j- n.0 AU,'' • !Z u .4c,�-1 c, rl o.i Rnib name or .ale prn elaehrp, pu tnerehrp. or corpydion 11003rA If eanlleeble 1 w 1 I l 2 5 - W TO '1C r Ro S O W 0 e. arm / for the aattsfectory completion of work or earYlce• Mat I the work nr Service: e. !receive eompeneetton for work or services performed flu a to IMO) MINI, a 1110111 et d a tea: err aonn.cflon with perform O. 1 hove continuing or recurring bualnsse nobilities or Obligations 0 the .uce..a or failure a1 my bu.ln..e depontto on the rN.tlansh ,r,nrf`rinf Hama nr P.nnelly known to me 1' rrodurel es Identllloetion • .p of Irlonllllrallon .Iii f v L t o. I r L i _ . d r rcl(IM 4CM 204 Irt.vlted Ith3).- .Front acv o:0a Premk.m l�rr 1._t1-1 11t 11 Curia lRUCTION INDUSTNY CERTIFICATE OF ELIICTION TO BE EXEMPT FROM THE FLdlIIOA WORKERS' COMPENSATION LAW 4.. (01...t 641.14.•, 641.14.•, 0 arin.rn) rriOAVlT OF INDEPENDENT CONTRACTOR STATUS: -‘c -- - - -- .. _ . - .Ales- ^ r -__. -- , sworn under oath do depose a follows: l INN one Signature Or Ione) f sition: U OWNENPROPRIETOR u PARTNER CORPORATE OFFICER/TITLE rat 1, L4 t . r • 1. I mnlnfsln a separate bulimia. with my own work facility, tnlck, oqulpment, materials, Of similar accommodellone; 2. ! hold or have spoiled for federal employer Identification ntonb.rl 3. I perform or agree to perform specific sarvke$ o► work for fpecltIc emounte of money and combat the 1 1 Inrur the principal. ■pan... related to the service or work that 1 perform or sore. to p.rf , bet A i t li•,1 .rA'A£ l tt '7 -F • 1 7 Li 1 POs rMAnr( 0A7 E this no lc. abaft h. v.11d Gan OW toCt'+e data tbOva tared a Mks of revoc10On 111 filed try IM solo proprldor. narrow. or eurpvr.re enter making Is erecti Notary Publlo, Sole of Florae My commre.Ipn • . GtAme U8E Or+ / Lv Err DAI�� —.L fMht Ovcn e 4 A..M_ L:. 33165 s -1h �i 6n I (roil (81nts1 (ZIP) --- -- ,_._.. -- ) (Federal F.mpbjvr ItlMllllkellorl Number) (t e4t•hp,,. /none nl bunkree. or load*: 'ureu.nt to flute 36F not 12:01 s.m. 30 days tollorvfnp the dote of the malting of thie form. you a,e h•r.hy nnllfl.d Ih.l Ms following Sole Prop/War, Partner, :. uerIvo. Urrt .r 04 119,■ • named business de.e start to \. s.ernpf ham the praYreeene M the ►lens Workers' Oomp.rr..ilen Law. 1 undeteland Ilrei "a eol. +rnp►Intor, Independent eonlrsclor, partner, or officer of a cbrporatlon who elects eregtpllon from Ihie'chapter by Ming a t:.rlllleele al election under .. 440.05 nrny not ...o.er tr.ne111, 01 uu,IPur..nun unJ.r 'Isle oltepler." 1114111w untie/eland MO stare Ie • Itm11 et sl p.rhr.rs at foraa ea:potato oriteors. 1 certify that any employee ,l the bu•lness named above is covered by workers' compensation Inevrance. ltr)UInEMENTl LIST CERTIFIED OH REGISTERED UICENabe MELD PURSUANT TO CHAPTER 411 F.$, OR LOCAL OCCUPATIONI. , CENSES, ' , I) ! yp(l. . Number. 7 Y 2 Type: .. ... • NI'OR A NONREFUNDABLE 1WENTY -FIVE DOLLAR$ ($24.00) individual ee.mplton Tiling lee Is required pursuant lo Chili*, 44 Ebs, F.9 ^riQnr e.o..")6 A); - - rrrl le payeblt only by ee.hler'e check or memory o.d.r to W.C. Adrrrinl.tr.don Trust Fund. Fdtu,a to enclose lea end accurately and totally comptate 1401 form will e suit to return of Ike 'aquae end create a delay In Wlilfloatl0n: ° - f\- • g the service• or work; geld Ilsble fora failure to complete any other bs.le; •• t... 1 'LI ''1 • >r-r(7N Tn Ann n11nrr`ruRFO nrrnar 11110 _ ! ^_. DAY or : -•. r t1 a %At F' f L �l + J .: • �� 1 -p_ - - - � . FLU/110A. • ARO4 NOTARY VI/1111C ' TA•I'1; t ll F1 f. CO IMItisio.i 1 J0 (. hit' CV,1L'r1I;:aU; : I.,' 1'. 1 hlv, 11 IN, taw !iLINO FEE l)CQUI11E U WI1 H F ORM f .191 AC* 3 4 8 7 2 9 0 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONST INDUSTRY LICENSING BOARD 08/17/95 RC 0039666 95900206 THE REGISTERED R00FING--'"CONTRACTOR. NAMED BELOW HAS REGISTERED UNDER THE PROVISIONS OF CHAPTER:= 489= F.S. ; FOR THE YEAR EXPIRING AUG 31 1997., (MUST MEET ALL LOCAL LICENSING REGUIREMENTSr14I:0R TO-CONTRACTING IN ANY AREA) , wx. SEE OTHER SIDE BALLESTR�AS GUSTAVO A B C 0�MF &x RESURFACING 11225 SW;5OTH TER.. MIAMI . _: , , � F t 33165;,6041' O ERNOR S DISPLAY IN A CONSPICUOUS PLACE RICHARD T. FARRELL SECRETARY, D.B.P.R. DO NOT FORWARD ABCO ROOF FABRICATING RESURFACING CO 11225 SW 50 TERR MIAMI FL 33165 ,1 ;II I„ fl ���� ll � l1 , 11I1i111111111,,, at1_11,l„11 1 BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Description Lot ❑ MIAMI SHORES VILLAGE, FLORIDA DATE..r o PERMIT er N9 5076 Work to he performed under this Permit Bl. - Address of - Value of 1 Amount of Building '' Project $ `7 1 Permit $ a : d This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed te r' ; 7 , ; . $ ' - '' 4 INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordiridci a nti regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In as cepting this permit I assume responsibility for all work done by either,, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY Subdi- vision Contractor's License No. 1n 4119 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 building during progress of the work. Owner's Name and Address peared Registered Architect and /or Eiineer Name and address of licensed contractor Location and legal description of lot to be b on: Lot Block Subdivision Street and Number where work is to be done State work to be don 36 W and for no other purpose. New Building Remodeling Addition To be constructed of Estimated Total cost of improvements Zone cubage required Kind of foundation $ leo .06 — Amount of Permit $ _Plan Cubage _Size of Building Lot Distance to next nearest building 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, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors 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 subcontr ctors, on work to be performed under this permit, as are licensed by Miami Shores Village. 7 )ZOLG 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- and who, being by me first duly sworn, upon oath depo of the above described construction, that he has carefull by him stated are true. Permit No Z Date__ — Date Disapproved (Signed) Building Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT and p nose of bui1din (by floors) N *Aie PLANNING BOAl Chairman Member Member Council Approved Y NOTE: A charge of $1.00 will be made for makini the Planning Board. A re- inspection fee of $1.00 will be charged when materials and /or workmanship. Date 3 ,o,r , 19�i3 Street__/_' ^ E.1 Q _ 6,-491- /.e ./l coo A/ Repairs No. of tories---0 Roof Covering MIAMI SHORES VILLAGE, FLA. N9 5742 SOB Je W J4 p E y q °- y ADDRESS- Ai, F INSPECTION TIME READY REMARKS : eP / INSPECTOR DATE