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ROOFINGBUILDING ELECTRICAL PLUMBING ROOFING Owner of Building _ Architect PERMIT Contractor or Builder Legal Lot Description CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA Work to be performed under this Permit Bl. N° 7717 Subdi- vision DATE 19_— Contractor's License No. Address of - Value of Amcnnt of Building Project —_ I _ ' Penult $ 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 — ` ___ _ INSPECTOR In consideration of tho issuance to me of this permit I agree to perform tho work covered nerounder in ccmp:dan-e with u!f' ordinances and regulation: pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the propem authorities of Miami Shores' Village. In ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employes). BY AUTHC)A1:"' ARM 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.__. ` No Registered Architect and /or Engineer Name and address of licensed contractor Location 911 legal description of lot to be b Lot l _ _ Block t { / Subdivision Street and Number where work is to be done State work to be done and purpose of building (by floors)____ and for no other purpose. New Building Remodeling Addition Repairs No. of Stories. To be constructed of Kind of foundation Roof Covering e 7 ti,y_ ._ Estimated Total cost of improvements $ 5 Ali err Amount of Permit $ u ' G B Zone cubage required c"1it: r- -,-7 - 7 .` /,/ _ —Plan Cubage Distance to next nearest buildin Size of Building Lot Maximum live load to be borne by each floor II hereby submit all the s and specifications for said building. All notices with reference to the building and its construction may be sent to______'r_ ' 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 5986, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors mployed 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 wor such ublic notice or notices as are required by the Act. The undersigned agrees to employ only such s etors, o work to erf a nde this permit, as are licensed by Miami Shores Village. C G / Remarks--- -- _- -__ -- (Signed) f C --'C- -- ' j^ STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No 771 Date Read, Sworn to and Subscribed before me. Disapproved (Signed) AP IAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT LICATION FOR IJILDINO PERMIT Date / Date Notary Public, State of Florida 19' "? Street to me well known, Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved -_ Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re - inspection is made necessary by imprope, r np.e for inspection or faulty materials and /or workmanship. ERMI APPUCATION FOR MIAMI SHORES VILLAGE Date e": Job Address e" �, /-( c7/ c T Tax Folio Legal Description Historically Designated: Yes No Owner/L,essei / Tenant 11 /Lj V.I. 0 S ( Master Permit # Owner's Address .- ;/ Via; /� Phone 7c7--- Contracting Co. �'\-/C- IA-! I ' r? . Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgage, Address Permit °.'y -.;e (erea 1NG ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN Rx DESCR .'ON � -� ` ` ✓ ✓f� � �-�e, 7o Square Ft Estimated Cost (value) .c,r9 WARN= 73 OWIk si 20 YOU MUST RECOc "`D A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING " W C;E F t R IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT wrr [*UR LENDE 't 1 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 construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or Condo President Date Signature of Contractor or Owner- Builder Date X % ( -- --, , ''''•,, Notary as to Owner and/or Condo President Date Notary as to Contractor or Owner- Builder My Co. e~� :iss on Expires: My Commission Expires: FEES: Phldi IT RADON Date E)�' ( % / - C.C.F. - NOTARY TOTAL DUE APPROVED: Zoning Building /' Electrical Mechr.nical Plumbing Engineering PERMIT APPLICATION FOR MIAMI SHORE D ° - Job Address 'il'� ((� :•� , Tax Folio Z ig Owner / Lessee / Tenant > c o` r� 1 - et ��� ic� (1161:0g Legal Description Owner's Address Li t._ Y t t. s IQ 1i 11 tut; o ** * APPROVED: Zoning Contracting Co. / ,'. Address Qualifier Phone State #141 ls Municipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN : Nov. 11. 1996 wow, Comm. No. CC 241466 fr £r * * Notary as to Owner an My Commission Expires: Mechanical Plumbing WORK DESCRIPTION �� a b�l a l ( �'; tE)-Ii TS t '1IE Square Ft. Estimated Cost(value) _I O O D 9 < Notary as to Contractor or Owner - Builder 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 construction and zoning. Furthermore, I aut.'•rize the above -named contractor to do the work stated. l Signature of owner d /or C• V P,rppident '. i��Signature of Contractor or Owner- Builder Da t Q ��h 1' PC-G - P Date: 1 61441.19rIP PRINCE My Commission Expires My Commission Expires: * * * * * * * ** FEES: PERMIT 7',hV RADON C.C.F. NOTARY TOTAL DUE 1" 0 Other Electrical Engineering PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date °2 CIob Address 7 2S Ai '7/ Si I CT Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant ° ✓i 1�fc' .i Owner's Address Phone/ 3c S - 2 57 - "% ) f 7 Contracting Co. 0 1(1 fr ( ) Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Comp, Address Mortgagor Address Permit Type (circle one): BUILD D ING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION / – RD f' t" fL Master Permit # , Id iNr/,v; p)/- "fC 4 0/i /tE Square Ft Estimated Cost (value) !/ _q.° n L 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 construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or Condo President Date Notary as to Owner and/or Condo President Date My Commission Expires: FEES: PERMIT C /0 / RADON N. My Cbmmissio to v� ( 1_ MU GZMMZ: 3._IVIA .S C.C.F. 1 NOTARY s r . BOND G TOTAL DUE l b - -°-7 /0 - 2 '% Date Date APPROVED: Zoning Building ' ) l Electrical Mechanical Plumbing Engineering BUILDING PERMIT APPLICATION FBC 2001 City State $ Value of Work For this Permit Number of: Bays Stories Type of Work: ['Addition ❑Alteration Describe Work: Miami Shores Village Building Department Families [New Education/Training Fee $ Tech $ Code Enforcement $ Bond $ Minus Plans Check Fee $ Total Fee Now Due $ Permit No - Master Permit No. * *** *** * * * * * * ** * * * * * * ** * ** * * Fees * * * * * * * * * * ** ** * * * * * * ** * * * * ** ** County Escrow Fee $ Permit Fee $ Notary $ 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) I • . _ Phone # Owner's Address City State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) o _ City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name Phone # Contractor's Address Zip Qualifier Architect/Engineer's Name (if applicable) - Phone # Architect/Engineer's Address City State Zip Square Footage Of WVork: Bedrooms Scanning $ Radon $ Baths ❑ Repair/Replace ❑ Demolition (Continued on opposite side) Bonding Company's Name (if applicable) BrITIdirin } C W a) cr co.. (-1 O const a C; ' � WEL1, O Q In ov z cn o P bl b u� ~ CI PC1 v\ chc7/7 /03 APPLICATION APPROVED BY: Signature Signature No prc uccrun nen law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20,by day of 20 b who is personally known to me or who has produced y P who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ******************************************** * ** * * * * * * * * * * * * * * * * * * * * * * * * ** *s ss *s *s * ** * * * * * * * ** * * * * * * * * * * ** OCT - 3 2003 Plans Examiner Engineer Zoning MJ[AMi IE SHORES VILLAGE UIL ICING pI9EPARTMENT 305- 795 -2204 Building Inspection Request 3'406 Date 9\ Time Type Insp'n /747 0 /91W6 Permit No. l3/ 03 Name Address _71 � . T0 5 Company Phone # For Inspector: Name & Date Approved Correction Re- Insp'n Fee /1/0 Nay 4 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Delta Gres, Inc. 800 Claughton Island Drive #11801 Miami, Florida 33131 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: Delta Gres Spanish 'S' 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 consists of pages 1 through 4. The submitted documentation was reviewed by Frank Zuloaga, RRC 3 -er NOA No.: 02- 0415.05 Expiration Met 05/23/07 Approval Date: 05/23/02 Page 1 of 4 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Roofing Tiles Material: Clay SCOPE This new a roofing system using Delta Gres Spanish "S" Clay Roof Tile, as manufactured Delta Gres S.A. 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 Manufacturer Dimensions Test Product Specifications Description Spanish "S" L = 18" PA 112 High profile, one - piece, "S" shaped, W = 11.25" clay roof tile equipped with two nail Min. 3/8" thick holes. For direct deck adhesive set applications. Trim Pieces L = varies PA 112 Accessory trim, clay roof pieces for use W = varies at hips, rakes, ridges and valley Varying thickness terminations. Manufactured for each tile profile. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 33 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 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 4. INSTALLATION 4.1 Delta Gres Spanish "S" Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 120. 4.2 Data For Attachment Calculations NOA No.: 02- 0415.05 Ei iiraii iii Daiiic ( §/11107 Approval Date: 05/23/02 Page 2 of 4 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 B in Inspection Request Date I Time Type Insp'n n L 0 Permit No O e �� Name h f (1A I Address S ' v q t S Company ! I Phone # 6� 6 2 For Inspector: Approved Correction Re- Insp'n Fee Name & Date MIAMI SHORES VILL GE BUILDING DEPARTME 305- 795 -2204 Bu' ding Inspection Reque Date 1 Time Type Insp'n n t Oo Permit No. BP Z 1 Z ''`t Name Du O n Address L1 J Jv E g 1✓ 4- Company r5Inc /u Phone # For Inspector: (3 p 5 Name & Date Approved ❑ Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Name Address 49 5 NE 91 sA- Date Time Type Insp'n Ti• permit No:BP acct -1,a4 (0. Company Phone # 505 For Inspector: Approved Correction Re-Insp'n Fee Name & Date Table 3: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Spanish "S" Tile Polyfoam Polypro AH 160Th' 31.85' 1 Paddy placement of 114 grams of Polypro AH 160 TM '. Table 2: Restoring Moments due to Gravity - M (ft-Ibf) Tile Profile 2 ":12'° 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" Spanish "S" Tile Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck 5.36 5.28 5.16 5.00 4.78 4.51 Table 1: Aerodynamic Multipliers - X (ft Tile X (ft Profile Direct Deck Application Spanish "S" Tile 0.228 4 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 accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. NOA No.: 02- 0415.05 [aiei 0§ajl03 Approval Date: 05/23/02 Page 3 of 4 4 qtr PROFILE DRAWING DELTA GRES SPANISH "S" CLAY ROOF TILE END OF THIS ACCEPTANCE NOA No.: 02- 0415.05 W1131lioil Dale: 05/23/07 Approval Date: 05/23/02 Page 4 of 4 i, A. TESTS: Test Agency IBA Consultants, Inc. Test Identifier #2581 -1 IBA Consultants, Inc. #2581 -2 B. CALCULATION C. OTHER 1. Notice of Acceptance number 02- 0415.05 Test Name /Report Date Physical Properties 12/28/01 PA 112 Physical Properties 2/28/02 PA 101 Roof System Manufacturer: 1) ., 1-\ A 6 r-e. ) T/► L • Notice of Acceptance Number: Off. -n LA ■ 5 0 5 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Caic : iota ono): P1: fl. I, P2: 1 00. 6 P3: - 1 00 . 4 Maximum Design Pressure (From the NOA Specific System): Method of tile attachment: PO\ -T o owl, Ruoff Slo e: 1 `� : 12 I Hurt icane Florida Building Code Edition 2002 High Ve1ocit Zone Uniform Permit Application Fonn. Section D (Steep Sloped Roof System) Steep Sloped Roof System Description 7CPT6 Deck Typ • ype Underlayment: nsulation. Fire Barrier. astener Type & Spacing: dhesive Type ype Cap S Ridge Ventilation? Mean Roof Height: 1 6 /of) oof 1:‘,/.3 A-1-la Type & Size Drip Edge: P S heet: Covering: on5)-) '5 123 01 -48 5(03 PAGE 4 Water to btain Information Description Symbol Where to find Design Pressure PI or P2 or P3 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Jo ite Roof Slope g Job ' Aerodynamic Multiplier X NOA Restoring Moment due to Gravity Ms NOA Attachment Resistance Mr NOA Required Moment Resistance Mr Calculated Minimum Attachment Resistance F NOA Required Uplift Resistance F. Calculated Average Tile Weight W NOA Tile Dimensions 1= length w= width NOA All calculations must be submitted to the Building Official at the time of permit application. M Required Moment Resistance* Mean Roof Height 15' 20' 25' 30' 40' - Roof Slope I 2: 12 34.4 36. 382 39.7 42.2 3:12 32.2 .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 8.0 29.4 30.5 32.4 7:12 24.4 .9 27.1 28.2 30.0 ' Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile 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. 11 Method 1 "Mo � e nt Based Tile Calculati s Per RAS 127" (P _ � l� l� z - _ 'r = M g: � � _ �frr � �� � NOA Ml �a: z 7l g: � 1 r NOA Mr -11 � (P3: 1 O• 00,14 x � . � ) - Mg: = J 3 'I' I - NOA Mt Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below 4/4 NOA Mf *Must be used in conjunction with a list o 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 acceptable. Method 3 "Uplift Based Tile Calc ations Per RAS 127" (P xl: = x w:= -W: x 6: = F NOA F' (P xl: = x w:_ -W: a osB: = F NOA F' (P x I: = x w: = ) W: cos h: = F NOA F' PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 2. Description of improvement: I°1OO4 3. Owner(s) name and address: 1)\-) y 21 3I° Ov► -Lou; 5 Interest in property: 0 1 4 0 r Name and address of fee simple titleholder: AJ4 4. Contractor's name and address: De 6 1g/1 1)o/he 1e4 a d e.l ; Corp. 103S IUD t3A JA'∎ r ), P1 3310 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 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) NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8/02 Signature of 0 er Print Owner's Nam E Sworn to and subscribe TAX FOLIO NO. 1 391,01, 0 1 y of ya I-193 tot 15- . M tyv►„ ) ?1 - 5 - 31-3x Lou i vl 4 fore me thi I TNESS m 1 RVEY ay of =NM 1111 n u d COMMis s' NO. C COC2 73 MYCx)MMJ55tN P. TAN. 5,2 304 1 '195 E_ 0 116). M :00,; SNA are5, 33■38 NA /V .STATE OF FLORIDA, COUNTY OF DADE 1 HE/?EB CERTIFY that this is a true /opy of the �.ginal ,AD20 `'•al. it and County Courts , 20 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIII CFN 2003R0!54r9593 OR Bk 21498 P9 3160; (IPS) RECORDED 08/06/2003 10:53:21 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE Prepared by 06Cor jt'1 3 ;0 poSox 1 -131 1 41 Add j e s: Date , _`C dab Address " 115 q i 911- Tax Folio i • Legal Description ✓� d Owner/Lessee / Tenant ( FMS . 3 . ; Owner's Address Qualifier . � �` : ,1 /��1 i � (a 6 Phone ;'., ,✓ �0; .. Competency # Ins. Co. Contracting Co. State # Square Ft. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE • ; -' Municipal # 1 � Architect/Engineer Bonding Company Mortgagor WORK DESCRIPTION ( _( Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING)) PAVING FENCE SIGN R 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 construction and zoning. Furthermore, I authorize the above -named contracto . t� do the stated. ■ S gnaturejo owner and/or Condo President I ate !, No as to Owner and/or Cido'President pate My Commission Expires: IthES: PERMIT q 2, . SC./ RADON 1n.5 e c �1P1 L 6: ; 1 Historically Designated: Yes Address Address Address Estimated Cost (value) C.C.F. "@ .20 NOTARY Master Permit Phone y 5 -h : 1 Aj 1 as to Contractor or Ow(r'Builder My Commission Expires: i-4 No TOTAL DUE i 5G . c APPROVED: Zoning Building ?' �"� o 2 3 Electrical Mechanical Plumbing Engineering 7 ;'.st , /p,Vi Attention Roofers: All permits fora foam- tile attachment submitted on or after July 1, 2003 must have an uplift test. The uplift test must be onthelob at time of final ins ecti 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. `� Process No. �l/ Contractor's Name e6■0r1 �'� OlM 1"I 1, (0 66 e 1 n g (O I "p Job Address q 7. PG- `z ! 67— ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile Mortairdhesive ile ❑ Asphaltic 0 Metal Panel/Shingles Wood Shingles /Shakes Shingles ❑ Prescriptive BL -RAS 150 ROOF TYPE ❑ New Roof I( Re- Roofing 0 Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) � / c/ Section B (Roof Plan) Sketch Roof Plan: Illustrate a I 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. winlipPilbq UI I. : IILi °`' "� e : � ° fifi _ e g . .e;; -� � _ 1 i i i mpli i iiitio q 1.1" hil li iii ill 1 k d III 1,1 1.1411111,1154110 ii ill 11 1 : a Plifir iiiiii i o h q Id ili 1 %NI iii 9 ill gank. hirl I t i E l il k __ __:. _ -:. 11:- - -:: I- - -- - . ,NPU 1 i -__H : _:-- f 1 f l! l 1 1 1 1{ 1 1 1 1! 1 ',i I I T 1 - 1 1 I I 1 1 1! :-A- _ _lif ..": _ 1- _:* _ I i - -- V I 4 E l H 16161 116 III • Iffi___ _ 6___ •---- - 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. `� Process No. �l/ Contractor's Name e6■0r1 �'� OlM 1"I 1, (0 66 e 1 n g (O I "p Job Address q 7. PG- `z ! 67— ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile Mortairdhesive ile ❑ Asphaltic 0 Metal Panel/Shingles Wood Shingles /Shakes Shingles ❑ Prescriptive BL -RAS 150 ROOF TYPE ❑ New Roof I( Re- Roofing 0 Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) � / c/ Section B (Roof Plan) Sketch Roof Plan: Illustrate a I 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. euo Roof System Manufacturer: ( 00vd - A VP 1 1 ' e r Notice of Acceptance Number: 00 - , ., Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): • P1:_ 49_k_ P2:" ( Ap P3:_ - 10D. Maximum Design Pressure (From the NOA Specific System):__t 1. q____ Method of tile attachment: V01\) k00a61 aMMIMIr • Florida Buiiding;CtdG Edition 2002 High Velocity Hurricane Zone lUrtiform Pemiif Application Form. Roof Slope: : 12 Section D (Steep,Sloped -Roof Systems Deck Type: Ridge Ventilation? JA ry Steep Sloped Roof System Description o06 I x tr ype Under ayment: Mean Roof Height: \ () M (46, AJ Insulation: Fire Barrier: astener Type & Spacing: dhesive Type: J/4 ype Cap Sheet: oof Covering: Type & Size D Edge: A / p 3Y3 • Where to bta Information Description Symbol Where to find Design Pressurb P1 or P2 or P3 RAS 127 Table by an engineering analysis prepared by PE based on ASCE 7 Meap Roof Height H Job Site Roof Slope 0 / Job Site Aerodynamic Multiplier X NOA Restoring Moment due to Gravity M, NOA Attachment Resistance Mt NOA Required Moment Resistance M, Calculated Minimum Attachment Resistance F NOA Required Uplift Resistance P, Calculated Average Tile Weight W NOA Tile Dimensions 1= length w= width NOA All calculations must be submitted to the Building Official at the time of permit application. M Req red Moment eststance* Mean Roof Height 15° 0' 25' 30' 40' - Roof Slope l 2:12 34.4 36.5 38.2 39.7 422 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 .1 31.6 32.8 84.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 282 30.0 a • Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M the values from M r If the Mr 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" � (P1: n. to x ?. Q. J ) -M = M NOA MM (Q Q (P27100• b % yi - Mg • NOA Mr 1 . a X = - r 31) - Mg: = Mr.+ 1 '10 NOA Mr Method 2 "Simplified Tile Calculation Per Table Below" ` Required Moment of Resistance (M From Table Below NOA 11� A ) (T *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 atta ment method is acceptable. Method 3 "Uplift Ba d Tile Cal lations Per RAS 127" (P sl: - x w•= )- z' s = F NOA F' (P xl: = s w:_ ) -W: cos 0: = F NOA F' (P xl: s w:= ) -W: cos 9: = F NOA F' a 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 for 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. L, 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zbhe) 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. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be re iled 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 urfigs (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. L 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be vie ed 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. L 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may ca se 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. 44 )1— 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. 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 in accordance with the Florida Building Code, Plumbing. L 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 goof. Owner's/Agent Signature 7 / Date Contractor's Si ' • MIAMFDADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Santa Fe Tile Corporation 10302 N.W. South River Drive, Bay #16 Medley ,FL 33178 The expense of such testing will be incurred by the manufacturer. APPROVED: 02 /01/2001 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING ]BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 - 2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Spanish "S" Clay Tile under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Codc Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. 7 ACCEPTANCE NO.: 00- 1212.06 EXPIRES: 02/01/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dadc County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami - Dade County Building Code Compliance Office Ws045000ikpc2000AternigateAnatico acceptance cover page .dot Internet mail address: postmaster @buildingcodeonline.com Homepage: http : / /www.buildingcodeonline.com 1 SANTAFE TILE CORPORATION ACCEPTANCE No.: 00- 1212.06 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub- Category: 07320 Roofmg Tiles Materials Clay Roof Tiles Deck Type: Wood 2. PRODUCT DESCRIPTION Approval Date: February 1.2001 Expiration Date: ]February 1, 2006 1. SCOPE This renews a roofing system using Santa Fe "Santafe `S" clay roofing tile, manufactured by Santafe Tile Corporation described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in herein. The attachment calculations shall be done as a moment based system. . Manufactured by Test Product Applicant Dimensions Specifications Description Santafd `S' Clay 1= 18" PA 112 One piece high profile clay roof tile Roof Tile w = 11.5" equipped with two nail holes. For nail -on, ' /s" thick mortar set and adhesive set applications. Trim Pieces 1= varies PA 112 Accessory trim, clay roof pieces for use at w = varies hips, rakes, ridges and valley terminations. varying Manufactured for each tile profile. thickness 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Test Product Product Dimensions Specifications Description Manufacturer Tile Screws #8 x 2 -W long PA 114 Stainless Steel generic 0.130" shank dia. Appendix E 0.178 flute dia. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA 112 a • .:._ hall be submitted to the Building Code Compliance Offic=e A "� Woaga, RRC Roofing Product Control Examiner Table 3: Attachment Resistance Expressed as a Moment- Mf (ft-Ibf) For Nail -On System Tile Profile Tile Application Two Nails One Screw Two Screws One Screw w/ Clip Two Screws w/ Clip S antafe S Direct Deck 21.8 29.16' 38.28' 57.31 57.80 Battens Battens Direct Deck Battens Direct Deck 81.77' 1. Approved screws as noted Product manufactured by others' Table 2: Restoring Moments due to Gravity - M (ft -Ibf) Table 4: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Mortar or Adhesive Set Systems 2":12" Tile Profile Tile Application Attachment Resistance Santafe 'S' 7 ":12" or greater Mortar Set 23.6 Adhesive Set 61.9 Table 2: Restoring Moments due to Gravity - M (ft -Ibf) Tile Profile 2":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Santafe '5' 5.93 5.90 5.85 5.82 5.73 5.69 5.56 5.53 5.32 5.29 5.03 N/A SANTAFE TILE CORPORATION ACCEPTANCE No.: 00- 1212.06 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stag otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood dock applications. Minimum deck requirements shall be in compliance with applicable building code, 4 INSTALLATION 4.1.1 Santafe 'S' and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.1.2 Data For Attachment Calculations Table 1: Aerod namic Multi • ers— X ft 3 Tile X (ft) A. (ft ) Profile Batten Application Direct Deck Santafe 'S' 0.274 0.297 SANTAFE TILE CORPORATION ACCEPTANCE No.: 00- 1212.06 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stag otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood dock applications. Minimum deck requirements shall be in compliance with applicable building code, 4 INSTALLATION 4.1.1 Santafe 'S' and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.1.2 Data For Attachment Calculations SANTAFE TILE CORPORATION ACCEPTANCE No.: 00- 1212.06 S. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami-Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. PROFILE DRAWING SANTAFt "SANTAFE S" CLAY ROOF TILE 4 Frank Zuloaga, RRC Roofing Product Control Examiner SANTAFE TILE CORPORATION ACCEPTANCE No.: 00- 1212.06 rTOTICE OF ACCEPTANCE STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight ( 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 Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate foe) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, fax sales, advertising or any other per. 6 The Notice of Acceptance number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 5 END OF THIS ACCEPTANCE 5 Frank Zuloaga, RRC Roofing Product Control Examiner P A MIAMI.OAC)E PRODUCT CONTROL NOTICE OF .ACCEPTANCE Polyfuam Products, Inc. 2400 Spring- Stucbncr Road Spring ,TX 77383 -1132 Your application far Notice of Acceptance (NOA) o!: .` ',vo Component Polyurethcnc Foam Adhesive under Chapter 8 of the Code of Miami -Dade County governing the use of .Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid alter the expiration date stated below. BCCO reserves the right to secure this product or material at any from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Codc. The expense of - such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0521.02 EXPIRES: 05/1(1/2006 Raul Rodrit.:ucz Citiel Product Control Division THIS IS THE COVERSITEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami-Dade County, Florida under the conditions set forth above. APPROVED: 06/14/20(11 'A $04500011pc2000 \Rernpueeslnouco accepunce cover page.:n; Interne( mail address: rnstmnsterebuildingcnciconlinc.cum NIIAti1I -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO-DAJI r :.. \c: R BUILDING I,) wEs T rL. \GI.;h. STREET. SUITE I r,r•; ri..cm ID),\ 33130-156? (3 ^5) ;75 FAN 005) 375 -3) ( :ON'ru. c. - 1'oIt t.l(7F�Sls•r, ()J5):1 FAN (20;) 375-2.:Y. CU`'I'It. cr'ott I.NI OItC F \i I.N'I' DIVISION ( 205) )75.2.'.o I:AN (205) 37j 2'n ::t l'ILODL'CI'CONTROL DIVISION (3u5) 3;5 -2')U_ FAN 00.5) J72-23t) Francisco J. Quintana, R.A. Director Miami D tcic County Building Code Con.nliance Orlicc 11nmcp: gc: Ilttp : / /www.buildingcnciconlinc.com P�n lyfnam Products, Inc. ROOTING ASSEMBLY APPROVAL Catecory: Roofing Soh- Catcvry: Roof Tile Adhesive tdtaleri:cls: Polyurethane 2. PRODUCT DESCRIPTION ProPackti9 30 & 100 N/A ACCEPTANCE, No.: 01- 0521.02 Approval Date.: June Id, 2001 Expiration Date::ti1av 10, 2006 1. SCOPE This approves Polyprog A11160 as manufactured by Poly foam 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 Rooting Application Standard RAS 127, for use with approved flat, low., and high profile roof tiles system using. Polyproc; f 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 Manufactured by Test Product APplicant Dimensions Specifications Description Polypro Al--1160 N/A PA 101 Two component polyurethane Poampro3?) RTP1000 N/A Dispensing Equipment Dispensing Equipment 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted IZooI'Tilc Assembly having a current NOA which list uplift resistance values with the use of Polypro Al i 1 60 roof tile adhesive. 2.2 Typical Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transco ission Dimensional Stability Physical Properties: Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 Results 1.6 IbsJft.' 18 PSi Parallel to rise 12 PSi Perpendicular to rise 28 PSI Parallel to rise 0.08 i.bs. /Ft 3. 1 Perm / Inch +0.07% Volume Change u. -40 p.. weeks 4-6.0''A Volume Chance i [timidity, 2 ,vccks ni Drank Zuloaga, RRC Product Control Exatiminer Polvfoom Products. line. ACCEPTANCE t \ : 01-0521.02 Note: The phy'sicrtl properties listed above c arc pr :,s typical average subject to normal manufacturing v a l u e s nri ns dctcru,in by lilur,rl� v:lri;tli0n. 3. L S 3.1 Fire classification i �, s r,.., part of this acceptance. Itch; to tee Prepared Roof Tile Assembly for t:rc rating - 3. —' Polypro® AE 1160 shall solely be used with flat, • , Ins. 3 . 3 Minimum undcrinyments shall be in compliance with the r c* Application r ` Standard RAS 120. l n plication 3.4 Roof Tile manufactures acquiring acceptance for the 61e adhesive with their tile assemblies shall test l use of P wjth `. . 0 ro R with P.-� 101. 3.5 ` of Roof Tile manufactures acquiring use of Pol rorD use for two paddy placement with the YP A.H160 roof rile adhesive with their tilt assemblies shall test in accordance with PA IO I and with se ct: 'fin 10.4 as modified herein. ! tl- l4' p= r.tS 4. INSTALLATION 4.1 Polypro® AH160 may be used with any roof tile assembly havintz a lists uplift resistance values with the use of Polypro i • AI-f1 60 current NOA teal 4 .2 Polypro® AI shall be applied in compliance with the Component section and the corresponding Placement Details noted herein The roof anon assembly's adhesive attachment with the use of Polypro® • f tile sufficient attachment resistance, expressed as an ups b se d 1 s tcm, to 160 sh to meet or exceed provide the uplift resistance determined in compliance th lMiarni - Dade County w Application Standards RAS 127. The adhesive attachment data is noted n o he root. tile assembly NOA tllc 4 . 3 Polypro® AH 160 roof tile adhesive and its components shall be in accordance with Roofing Application Standard RAS 120 stalled in Polypro® AE-I160 Operating Instruction and Maintenanc IIooklcf� foam Products, Inc. 4.4 Installation must be by a Factory Trained 'Qualified Appli ap r ` by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a li ed and r licensed applicators to the authority having jurisdiction. y of aPPov ed 4.5 Calibration of the Foampro® dispensing any adhesive. The mix ratio between the "A" c r o e l nt is required before application of be maintained between l.G -l. I � (A ' Poner,t and the "13 ' component shall deliver 0.0175 to 0.15 ) � I'G (0). Tfle dispense timer shall be set to pounds per tilt as determined at calibration. No other settings deaf( bc approved. 4.6 Polypro® Al-! 160 shall be applied with Foampro RTF 1000 or Prol'ac • ,• dispensing egii ptncm only. ul.�b' 30 c ` 00 4.7 P o l ypro v AI shall not bc cxi)osd o • y � ,t,r,tl Frank Lulo.ga, RRC Product Control Examiner 0 0 (1 t Polvfoartt Products Inc. ACCEPTANCE No.: 01-0521.02 I.0? 4.3 Tiles must be adhered in freshly applied minutes after Polypro. AH 1 G0 h_ bccnai dispe s Tile n;ust be set within 2 to 3 4 .9 Pofypro;� :1I-I I GO placement and minimum patty �.i•ci s�;all be in accordance Details' hcre�n. Each . encric tile pr 'c � noted herein. the 'Placement r oflf_ rc; �:ires ;f;c specific placement Table 1: Adhesive Placement For Each Generic Tile Profile 1 'ilcl'rofilc i I lacement Single 1';,ddy 'Weight ' _ I Detail Min. 6 j Two Paddy Weight Min. (grams) p I per paddy `lin• Flat, Low, Hi 'h Profile, IF I 1 (t isms) (2 Pirc I 35 Hah Proftic e Barret) g 1 17/side on cap and I Fizt, Low. L rh Profiles �2 Fiat, Low, 1•fich Profiles I 24 3 I iN:'A 5. LABELING A.I1 Polyproe .A.1-f 160 containers shill comply with the Stand rd Condi 6. BUILDING PERMIT lions listed herein. REQUf2CtV1EN 1'S 6.1 As required by the Building• Official properly evaluate the installation o of thi system applicable Buiidi ", Code in order to 4 f rank Z uloaia, RR_ Product Control Examiner n(J a • Pok form) Products, Inc. ACCEPTANCE No. : 01-0:_•"21.02 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY .:.%noc.• EJTI Clcturo Foil' Itactign 7.11111c cernonl 1 :nTIT:r.iyeTTarl E.1,4 Cztn, tun. en4: X311: 1,1):1 •ppel. 1:n, 4p Imm .ceviclet Jtc V1Merd 2 C:ufla tfTe; 3:1T1 .1;;tat 4 In. u; Irtic 4.01,11,1 F 10 In. ElvC Cr.dt, El.e •:ct.rie mit Xmp adhel;In 414 U it= .arploI41 FI3CC C t 104 : 1 ).1ChtilVe I; J 17 ic Picri• 244 1 llp 141111A in.ntt In :2n1,7,.:1 ine ;In nil ClIcA j 2; rum ■41:CO di :CAM. r: ii . FI:31 owsioa °J'3 Thm trittAll UnLIT • TIJirrenI 1.1111, unit ;JATIIT: cm: Pl,nly 'Tamen!, r 5 linat 1.71 4 ce cc.cr tic. Atm won: Como 0/ pan Inns EnsUra viva Ind ti can 4nE cost( tO 1 MAI% 11 me Ifni E1•11 CIOCifs 1 Vi4nAcif Fmis Zulongn, RRC Product Centro! EN:_irnin,:r C):1*N1 P101-.13 bor.lr 'apt Lb Shr Polvfolm Products. Inc. ACCEPTANCE No. : 01 -0 , -? x.02 ADHESIVE PLACEMENT DETAIL SINGLE hA J' y Nail through plaattc ccncnt Jnderhymant 6 Frank Zulo:tga, RRC Product Control Ex_min.r `P'olvionrn Products. Inc. Nail through plastic Penni 3 In. I r I ir,. Single paddy on laymen! uilcer• Single paddy en top of tile Single paddy undor the ADHESIVE PLACENIENT DETAIL 3 DOUBLE PATTY Paddy (be:Neon 1110 undor 0 Eave course 2 in. X 7 in. medium size paddy 'lave Fasela course only IiI through plastic cement -7 x 3 In. Single paddy on underlaymenl Single aay on lop of the Elit Course S.ralc paddy under life Single paddy berween 1 e En ..;OSUit 2 In. i 7 In. medium size paddy ea ,c :purse only Fascia ACCEPTANCE No. : 01-0521.02 Nail th:c-gn olasC.: • \ / Uncenayrrter'. \ , 1 N., , _.„-- r. • ...,<. ,...,,, ...,-, r 3 In. Single 4 Ir.. J 2 in. -1 paddy on under laymont Single paddy on top of the Ed.e Frank Zuloaga, RRC Product Control Exarnincr unL.er the &Agit paddy Zetv.a an !i r 7 ir. mez,z7 s!ze ):C1C1 0.3 CCUNC znly Fascfa EaVU closure Cnp edce Polvfoam Products, Irtc. ACCEPTANCE No. 01- 0521.02 Renewal of this :Acceptance ( , r;va the of � al submitted aPp ..') shall he c_ alter � r_n;,•,�•� and I 'I u► sub i 1: c i.,1. btCa li,e document_, rncludtn� test {:a: ene :r.eer,nu doet.mcnts, a:,2110 older than eight (8) years. Any and all app roved products shall be pern;:utently ith the inanuf;,eturer's naive, city. state. and the following statement: ''Nlianu -Dade County: Pr• �Jtict Control Approval", or :2 specifically stated in the specific conditions Of this Acceptance. 3 Renewals of Acceptance wil: not bc considered if: a. there has been a change in the SOUti: Florida Building Code affecting the evaluation of :his .— producrand the product is not in compliance with the code orange,;. b_ c. "1 h product is no longer the same product (identica!) as the one originally approved. ff the Acceptance holder has not complied %vith 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 proles:sion .Any revision or chang;c in the materials, use, andior manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior requested (through � ('� or written approval has been a ( gh the filing of a revision application with appropriate fee) and granted by this office. re d. Any of the fo :lowing shall also be grounds for removal of this Acceptanc a. Unsatisfactory performance of this product or process. b Misuse of this Acceptance as an endorsee ent or' a, :y 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 an y 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 the job site at all time. The engineer need not resealth coe and shall bc available for inspection at 8. Failure to comply with arty section of this Acceptance shall be cause for termination and removal of .Acceptance. 9. This Notice of Acceptance consists of pages I through S. END OF THIS ACCEPTANCE b Frank loaga, It ItC Product Control Examiner 1 ' 3 Miami Shores Village rx4, Building Department Permit No Job Name BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1 c•I•V•1.1 E•N•G•I•N•E•E•R 2020 Northwest 7th Street Miami, Florida 33125 Tel: (305) 649 -6454 Fax: (305) 541-3298 Design Horne Remodeling 3300 Northwest 19 Avenue Miami, Florida Project: Dear Sirs; LG ENGINEERING SERVICES, INC. Consulting Engineers TILE UPLIFT TEST Residential Home 475 Northeast 91 Street Miami Shores, Florida Information provided by client: Permit Number: BP2003 -1246 Date Completion: September 29, 2003 Roofing Contractor: Design Home Remodeling LG Engineering Services, Inc. Project Number: LG03 -1551 (Testing Laboratory Certificate #00- 0224.07) October 7, 2003 In accordance with your request and authorization, a representative ofLG Engineering Services, Inc. completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 30 feet above ground surface. The type of tile used for this project was reported to be Spanish S Roof Tile. This tile was reported to have been foamed in place. At the time of this testing, one test for every corner, one test for every 100 square feet of roof tile in the perimeter area and one test for every 200 square feet of roof tile in the field area were tested. Initially the entire area of the roof was examine for loose tile. More than 10% of the roof tile located in the field area and more than 20% of the roof tile at the roof perimeter and corner were physically examined. Based on our test results, we conclude that the installation of the roof tile at the aboye referenced project meets the test requirement outlined in the above mentioned protocol. Attached please find a copy of our test report for your review. LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; LG Engineering Services, Inc. TILE UPLIFT TEST Residential Home 475 Northeast 91 Street Miami Shores, Florida amad Sonny Salleh, P.E. Project Manager Test Number Test Load (lbf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Report of TILE UPLIFT TEST for Residential Home 475 Northeast 91 Street Miami Shores, Florida Project Number: LG03 -1551 LG Engineering Services, Inc. — Tile Uplift Test Result -- Project Number: LG03 -1 551, Page 1 Test Number Test Load (lbf) Test Status 23 35 Pass 24 35 Pass 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LGEngineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG03 -1551, Page 2 BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department Permit Type (circle): Buiidnng Eiectn kai Plumbing Mechanical Job Address (where the work is being done) City Miami Shores Villa Is Building Historically Designated YES $ Value of Work Felt this Permit State County Escrow Fee $ Education/Training Fee $ Tech $ Code Enforcement $ Bon IA 5 County Miami -Dade NO State, Number t: �. Bays Stories Families Type of Work: DAddition DAlteration ONew Describe Work: `. r\ 2.n r 0 7 PAID Ltk- 1 710/ A- Scanning $ Strict. $ Permit No' 0 13 Y c =I Master Permit No. Phone # 16050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Owner's Name (Fee Simple Titleholder) Owner's Address City Tenant/Lessee Name Phone # State Zip Contractor's Company Name Phone # Contractor's Address City Qualifier Zip - Phone # Notary $ **a ir** 0 * * * * * * * ** * ** * * * * * * * * *Fees*4 ** * * * *** *** * ****** ** *, * ** Permit Fee $ Zip Architect/Engineer's Name (if applicable) Architec"iEngineer's Address City - Square Footage Of Work: Bedrooms Baths 0 Repair/Replace 0 Demolition H�) r Radon $ • MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Delta Gres, Inc. 800 Claughton Island Drive #1801 Miami, Florida 33131 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: Delta Gres Spanish `S' 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 consists of pages 1 through 4. The submitted documentation was reviewed by Frank Zuloaga, RRC 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 A No.: 02- 0415.05 il 'Min Datet 05/23/07 royal Date: 05/23/02 l Page 1 of 4 • ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Roofing Tiles Material: Clay 1. SCOPE This new a roofing system using Delta Gres Spanish "S" Clay Roof Tile, as manufactured Delta Gres S.A. 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 Manufacturer Dimensions Test Product Specifications Description Spanish "S" L = 18" PA 112 High profile, one - piece, "S" shaped, W = 11.25" clay roof tile equipped with two nail Min. 3/8" thick holes. For direct deck adhesive set applications. Trim Pieces L = varies PA 112 Accessory trim, clay roof pieces for use W = varies at hips, rakes, ridges and valley Varying thickness terminations. Manufactured for each tile profile. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 33 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 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 4. INSTALLATION 4.1 Delta Gres Spanish "S" Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 120. 4.2 Data For Attachment Calculations NOA No.: 02- 0415.05 Ezplr �luii Bite: 0§13.3JU7 Approval Date: 05/23/02 Page 2 of 4 Table 3: Attachment Resistance Expressed as a Moment - M (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Spanish "S" Tile Polyfoam Polypro AH 160TM 31.85' 1 Paddy placement of 114 grams of Polypro AH 160TM'. Table 2: Restoring Moments due to Gravity - M (ft-Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" Spanish "S" Tile Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck 5.36 5.28 5.16 5.00 4.78 4.51 Table 1: Aerodynamic Multipliers - ?. (ft Tile X (ft Profile Direct Deck Application Spanish "S" Tile 0.228 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 accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. NOA No.: 02 - 0415.05 sjiira(1uii gate: 0§) /3/01 Approval Date: 05/23/02 Page 3 of 4 PROFILE DRAWING er M DELTA GRES SPANISH "S" CLAY ROOF TILE END OF THIS ACCEPTANCE NOA No.: 02- 0415.05 Lxpirutlou Dote: 05/23/07 Approval Date: 05/23/02 Page 4 of 4 A. TESTS: Test Agency IBA Consultants, Inc. Test Identifier #2581 -1 IBA Consultants, Inc. #2581 -2 B. CALCULATION Co OTHER 1. Notice of Acceptance number 02- 0415.05 E-1 Test Name /Report Date Physical Properties 12/28/01 PA 112 Physical Properties 2/28/02 PA 101 Roof System Manufacturer: 1 G r -/► �' Notice of Acceptance Number: oa _0 LA ■ 5 Q , Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: ifl. P2: 100. to P3: I00. !� Maximum Design Pressure lD r 1 , q (From the NOA Specific System): f Method of tile attachment: PO \ v - 1 Q Owl Roof Slope: � : 12 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Steep Sloped Roof System Description Deck Type: ype Underlayment: nsuiation: \xr6 Ridge Ventilation? A-T Mean Roof Height: 1 6 43 Fire Barrier: astener Type & Spacing: dhesive Type ype Cap Sheet: oof Covering: io yooils 64-6 Type & Size Edge: 123_01-48 5/03 PAGE 4 Wber • to 'i btain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Jo . ite Roof Slope g Job ' e Aerodynamic Multiplier 7L NOA Restoring Moment due to Gravity M, NOA Attachment Resistance Mr NOA Required Moment Resistance M Calculated Minimum Attachment Resistance F NOA Required Uplift Resistance Fr Calculated Average Tile Weight W NOA Tile Dimensions 1= length w= width NOA All calculations must be submitted to the Building Official at the time of permit application. M Required Moment Resistance* Mean Roof Height 15' 20' 25' 30° 40' - Roof Slope I . 2:12 34.4 36. 38.2 39.7 42.2 3:12 32.2 .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 84.9 6:12 26.4 8.0 29.4 30.5 32.4 7:12 24.4 2 , 9 27.1 28.2 30.0 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M with the values from M 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 "Mo ent Based Tile Calculations Per RAS 127" (P1: l ig. x O•r _ Mg: = Mr,5. 1 'I -I NOA (P2: 1 -M = M 1 L5 NOA Mr -3 10? (P3: � luy , u xXQ dD )- Mg: '2 =M 1 NOA -7 517-v y Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below 4.l7-1- NOA *Must be used in conjunction with a list o 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 acceptable. Method 3 "Uplift Based Tile Calc ations Per RAS 127" (P xI: = x w:= 1 - W: x 9: = F NOA F' (P : x l: - x w: = - W: a os 9: = F NOA F' w:= ) W: cos 9: = F NOA F'