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RF-09-154Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 • Scheduled Inspection Date: February 27, 2009 Inspector: Rodriguez, Jorge Owner: MERCER, IRENE Job Address: 349 NE 102 Street Miami Shores, FL Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Permit Type: Roof Inspection Type: Final Roof mom.Work Classification: Repair Roof Phone Number Parcel Number 1132060135080 Phone: 305 - 751 -0382 Building Department Comments 0 Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments February 26, 2009 Page 2 of 15 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT AP LIGATION FBC 2004 Permit Type (circle): Building Permit No. YL) l -15i Master Permit No. Roofmg Owner's Name (Fee Simple Titleholder) Trpnp Owner's Address 349 N.E. 102 Street mercer Phone # ( 305) 759 -3653 City Miami Sharps State Florida Tenant/Lessee Name Zip 33138 Phone # Job Address (where the work is being done) 349 N.E. 102 Street City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 11- 3206 - 013 -5080 Is Building Historically Designated YES NO X Zip 33138 Contractor's Company ,NameQuality Roofing Contractor, Inc. Phone # ( 305) 953 -3333 Contractor's Address 13800 N.W. 1st Avenue City Miami Qualifier Name Carlos Arocho State Florida Zip 33168 Phone# (786) 367 -2029 State Certificate or Registration No. RC058627 Certificate of Competency No. 000017889 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 2,300.00 Square/Linear Footage Of Work: 1 sq. Type of Work: Describe Work: ['Addition ['Alteration ONew ® Repair/Replace Repair leak where electrical is thru the roof. Repair dama•ed wood on front entrance •.rch. D Demolition � I * * ******� * * * *** * * ** ** * * * ****** * * * * *** *Fee * *********** * * * * * * * * * * * * * * * * ** * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ CCF $ CO/GC Notary $ Scantling $ Bona Structural Review. $ Total Fee Now Due $ See Reverse side —, Training/Education Fee $ Technology Fee $ Radon $ DPBR $ Zoning $ Code Enforcement $ Double Fee $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address 11 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 1L!)-7P--(;1 Owner or Agent The fo ` I going instrument was acknowledged before me this , tL- I c day of , �,. , 20 �, by '.r 41-',T,„..-. _ tl iZ. f I if , who is personally known to me or who has produced As identification and who ® ' ,�h. a • Sign: i; y.., — 9' A , Print: %9 •pa 4aatl+N1 elm' 4 :4. ;"40 ut ae - e y ap% My Commission Expires: �eio��e/tC! f' E 4 `' xoe�� NOTARY PUBLIC: �r:1® Rio pocl Signature Contractor The fore oing instrument was acknowledged before me this of , 2001 , by efi who is personally known to me or who has produced as identification and who did ink, an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * **** ** ************ :, x*****************, x+ x***** ** *** * ********* * *****><x**** ******* *:x***** * * ****x 40***** APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning Mame .54ows Wasp We eftweragose Vb 154 1.0050 NE 2nd Ave * Miami Shores, FI 33138 Phone 305. 795.2204; Fax 305.756.8972 RECEIAW OWNERS'S AFFIDAVIT OF EXEMPTI N FE O r ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Irene L. Mercer Date: Jan. 19, 2009 Property Address: 349 N.E. 102 Street Miami Shores, F1 33138 Roofing Permit Number: Dear Building Official: Irene L. Mercer certify that I am not required to retrofit the roof to wall connections of my building because: JThe just valuation for the structure for purpose of ad valorem taxation is Tess than $300,000.00. Please attach proof of ad valorem taxation. Q The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) 412--e-et-e—doe )-7t.e.Ae__,‘„C) Signature State of Florida County of Dade .ILj 6 �-i1 �- 1 I lWC 'At Print Name The undersigned, being the first duly sworn, deposes and says that he /she is the contracto ®�Io� /,��ove property mentioned. �o`���M ®BS ®��9y, Sworn to and subscribed before me this d� -y of e �''� *e' ©°b ®r'0a e`er ®s. �.. ''�"� E • ,R.`- °'' "°G : bn Bind n�::'' QOe F /I '°�'/ /Cs•...O *F�Oe�� When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300' X0.00, and the building was ri�ismi with Notary Public, Sate of Florida at Large �f 0 FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Miami -Dade My Ho RECEI ,) FEB 0 tes Show *le: Property Information Search By: Select Item . Text only laProperty Appraiser Tax Estimator 11 Portability S.O.H. Calculator Summary Details: Folio No.: 11-3206-013-5080 IZEIZEME .001 RESIDENTIAL - SINGLE FAMILY Mailing ddress. IRENE L MERCER "® 49 NE 102 ST MIAMI FLA IHEREEMIIIIII d' S. Foota.e: 3138 -2428 Property Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC : .001 RESIDENTIAL - SINGLE FAMILY Beds/Baths c "® $179,896 IHEREEMIIIIII d' S. Foota.e: KEIEWEIN $460,409 ME :,700 SQ FT $109,953 1939 County: MIAMI SHORES SEC 1 Legal MD PB 10 -70 LOT 18 & Description: 1/2 LOT 19 BLK 37 School Board: LOT SIZE 75.000 X 116 Sale Information: Sale O /R: Sale Date: 0/0 Sale Amount: $0 Assessment Information: MIIIII 2008 2007 Homestead: $280,513 MBE Buildin. Value: . sg? $179,896 $179,896 KEIEWEIN $460,409 ME =TEE= ''E $109,953 Exemption Information: Mill 2008 2007 Homestead: $25,000 $25,000 =MEMO= Exemption/ Taxable MEM EMEI■ Wall= MEIN Taxable Value Information: Additional Information: trlirk hares to ,PP mnra 'infnnnatinn fnr Chic 1 ACTIVE TOOL: SELECT Page 1 of 2 MIAMI•DADE �^yy Digital Orthophotography - 2007 0 My Home 1 Property Information 1 Property Taxes 1 My Neighborhood 1 Property Appraiser Home 1 Using Our Site 1 About 1 Phone Directory 1 Privacy 1 Disclaimer 112 ft If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. Legend Property Boundary Selected Property Street ,/ Highway Miami -Dade County Water http: / /gisims2. miamidade .gov /myhome /propmap.asp 1/30/2009 2008 2007 Applied Applied axing Authority: Exemption/ Taxable Exemption/ Taxable Value: Value: Regional: $50,500/ $59,453 $25,500/ $81,251 County: $50,500/ $59,453 $25,500/ $81,251 City: $50,500/ $59,453 $25,500/ $81,251 School Board: $25,500/ $84,453 $25,500/ $81,251 Additional Information: trlirk hares to ,PP mnra 'infnnnatinn fnr Chic 1 ACTIVE TOOL: SELECT Page 1 of 2 MIAMI•DADE �^yy Digital Orthophotography - 2007 0 My Home 1 Property Information 1 Property Taxes 1 My Neighborhood 1 Property Appraiser Home 1 Using Our Site 1 About 1 Phone Directory 1 Privacy 1 Disclaimer 112 ft If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. Legend Property Boundary Selected Property Street ,/ Highway Miami -Dade County Water http: / /gisims2. miamidade .gov /myhome /propmap.asp 1/30/2009 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 gh- Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Process No. Contractor's Name Qaa. ) , V iZt Ct.-% trC - B Typ,t Job Address 3 "it 411 p S -1 Cf:2: 1 1, � �J� _ , � , Jag ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Low Slope ❑ Asphaltic Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof ❑ Reroofing ❑ Recovering Low Slope Roof Area (SF) fir ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) Section B (Roof Plan) •••• • • • • •• • • • • •. • •• • • • • • • • •• • ❑ IUjjinenance .... • • •••• •••• • • • • • • • • • • • • •• •• •• •• f.t {SF) !e - • • s., • • • ..•• • • • • • • •• • • •• Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow draiaa• • Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 16.32 ) `a` \ \L , BUILDING � I , 9 f j ' \111/1111111111 i+LiragilL:a'I Mato 1 Madill --', d' ■ ■1■ ' ZONING DEPT ,9 4, u ° °' -,- ,,,„ i-F--0eir_. /4, J'ru FLORIDA BUILDING CODE - I B130 DEPT ' - SUBJECT TO COMPLIANCE_ WI I I 1 Al L FEDERAL. STATE AND COUNTY nut rs AN I Ii (Ill' ATIONS BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. SeCtlon C (Low Slope Application) Fill In specific roof assembly components and identify manufacturer (If a component is not used, Identify as "NA ") System Manufacturer: Product Approval No.: Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pmax2: Pmax3: Max. Design Pressure, from the specific Product Approval system: Deck Type: Gauge/Thickness: Slope: Anchor/Base Sheet & No. of Piy(s): Anchor/Base Sheet FastenerBonding� = -�i alb, Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/Bonding Material: Ply Sheet(s) & No. of Piy(s): Pty Sheet Fastener/Bonding Material: Top Ply: Top Ply Fastener/Bonding Material: Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Field: " oc 5 Lap, # Rows „00 Perimeter: " oc Lap, # Rows — " oc Comer: " oc Q Lap, # Rows " oc Number of Fasteners Per Insulation Board: Field Perimeter Comer •••• • • Illustrate Components Noted ani1' letalls as" "" • Applicable: • : Eaa�.a%i ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High- Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: 0, al +14� �Ei c,,,p(`rlCc -6'' `5 }-"y it) Y1 6c Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: ° 4 P2: - '1P� . u P3: ° td Maximum Design Pressure (From the Product Approval Specific System): • .� •• • • • • . •„ .• .. ' ••• •• Roof Slope: : 12 Steep Sloped Roof System Description \ Deck Type: \ Type Underlayment: \ Insulation: '`\ Fire Barrier: • •..• • •••• • • •• •• • • • .... • • •••• • • • • •• •• • • • •••• • • •••• • • Ridge Ventilation? •• • • 3 .431- ssr� • • • ■ •••• \ Fastener Type & Spacing: \ Adhesive Type: . Type Cap Sheet: \Roof Covering: \ Type & Size Drip Edge: Mean Roof Height: 6 3 ° • • • • • • • • • • • • • 9c Sb . As`DiPi 3 .yr L e. �.a 15.34 FLORIDA BUILDING CODE — BUILDING HIGH - VELOCITY HURRICANE ZONES Florida Building Code Edition 2004 HIGH Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For moment based tile systems, chose 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 M. values, for each area of the roof, then the the attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (Ps:— x = r,r3 Y M9 =M., `7„.5, Product Approval M, ( 3 (P2: j D x vg 3 _ ' -Mew a °..0 =M,x ° � .,�1 � Product Approval Mr e;. -4 (Ps: —c,Y.. U x A. M , ) = Me e g =M.3 .. Product Approval MI Method 2 " Simplified Tile Calculation per Table Below" Required Moment of Resistance (M) From Table Below Product Approval M, Mr Required Moment of Resistance* • • • Mean Roof Heights Roof Slope . 15' 20 26' 30 • _ • • 40• • • • 2:12 34.4 38.6 38.2 39.7 • • • •4L! • 3:12 32.2 34.4 36.0 37.4 Pil 4:12 30.4 32.2 33.8 36.1 a • • 3 6:12 28.4 30.1 31.6 32.8 • • •3,1.9 6:12 28.4 28.0 29.4 30.5 • 3�A • 7:12 24.4 - 25.9 27.1 28.2 ••• 0 *Must be used in conJuctlon with a Ilst of moment based tile systems endorsed by the Browerd County Board of Rules and Appeals. • • • For Uplift based tile systems use Method 3. Compare the values for F' wjth tlje values for Fr . If the F' values are greater than or equal to the F r values, IQregch area of the roof, then the tile attachment is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" x 1: = x w:= )- w: x cos 0: =F,,: Product Approval F' (Pa: x 1: = x w:= )- w: x cos B =Fr. Product Approval F' (P3: x 1: = x w:= )- w: x cos a =Fri_ Product Approval F' • • •• • •••• • • • • •• • • • •• • •••• • • • • • •• •• • • • • • • • •• •... • • •.•. • • • • • • • • • ••. • Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier x Product Approval Restoring Moment due to Gravity M. Product Approval Attachment Resistance M. Product Approval Required Moment Resistance Mr Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance F. Calculated Average Tile Weight W Product Approval Tile Dimensions 1= length W =width Product Approval All Calculations must be submitted to the Building Official at the time of permit application FLORIDA BUILDING CODE — RESIDENTIAL M IAN+ NDA� BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375-2908 Santafe Tile Corporation 8825 NW 950' Street Medley, FL 33178 SCOPE: This NOA is Ming issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County}erve theright 10 have this product or material tested for quality assurance purposes. If this product or materlilitith to peifofth in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ' fdtmediatel9 revoke, modify, or suspend the use of such product or material within their jurisdiction. BdRA' os $ie'right to revoke this acceptance, if it is determined by Miami Dade County Product Control Divi o• •that this jodnct 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 •'' 'ilutldmg• • e, • • •••• • • • • including the High Velocity Hurricane Zone. DESCRIPTION: Santafe Spanish 'S' Clay Roof Tile .. • • •• • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise 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 revises and renews NOA # 04- 0420.03 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 05-0921.02 Expiration Date: 0201/11 Approval Data 02/02/06 Page 1 of 5 • • • • • • • • • • • • • ROOFING ASSEMBLY APPROVAL Roofing 07320 Roofing Tiles Clay Wood L SCOPE This revises a roofing system using Santa Fe "Santafe `S" Clay Roof Tile, as mangy Santafe Tile Corporation 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 Beeson herein. The obtained by calculations in compliance withRAS 127 using the values listed in attachment calculations shall be done as a moment based system. 2... XRODUCT DESCRIPTION • • San3t.`S' Clay.... • N/A • • • Rditrde • . •. • ..•. Trim Pieces ..•. • • ...• •• • ..•• Test SnedHcatioms TAS 112 • • •• •• • 1= varies TAS 112 • • • w = varies . • . i►arying thickness . •• 2.1 SUBMrriND EVIDENCE: Test Agency The Center for Applied Engineering, Inc. Description One piece high profile clay roof tile equipped with two nail holes. For nail -on, mortar set and adhesive set applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Identifier 94-156 -8 94-156-9 The Center for Applied Engineering, Inc. 25- 7205 -1 The Center for Applied Engineering, Inc. Project 07- 07-00 -91 (307023) Redland Technologies 7161-03 Redland Technologies Redland Technologies Appendix II 7161-03 Appendix III P 0402 Test Nam /p - rt TAS 101 TAS 102 TAS 101 TAS 100 TAS 108 (Nail -On) Static Uplift Testing TAS 102 & TAS 102(A) Withdrawal Resistance Testing of Screw vs smooth shank nails Date Aug. 1994 March 1995 Sept. 1994 Dec. 1991 Dec. 1991 Sept. 1993 NOA No.: 0S- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 2 of 5 Test Aaencv Rolland Technologies Test Identifier P 0647 -01 Redland Technologies P 0631 -01 Celotex Corporation Testing Services IBA Consultants, Inc. PRI Asphalt Technologies, Inc. IBA Consultants, Inc. IBA Consultants, Inc. IBA Consultants, Inc. 3. LIMITATIONS 520305 -01 thru 05 2353 -4 SFTC-003-02-01 2353 -70 2353 -71 2353 -93 Test NanmfRevert TAS 108 Aug. 1994 (Mortar Set) PA 108 July. 1994 (Mortar Set) PA 102 June 1999 Restoring Moment TAS 101 TAS 101 TAS 101 ASTM C 1167 Aug. 1999 12/06/02 09/22/03 09/22/03 07/18/05 • • • • .. • • • • ...• .. • • • 3.1 Fire classification is not part of this acceptance. • • • 3.2 For mortar or adhesive set tile applications, a static field up• lift test shall be ormed ip... • �� orra . 3.3 Applicant shall retain the services of a N!iami -Dade County Certified quarterly test in accordance with TAS 112 appendix 'A'. Such testing shall be kalarnittecete.. • the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applicatop• • • Standards listed section 4.1 herein. accordance with RAS 106. • • .•. •••• 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to Me rdof slo$ie• • • . 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 Santafe 'S' and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight W (Ibf) Length-I (it) Width -w (ft) Santafe 'S' 8.7 1.5 0.958 NOA No.: 05-0921.02 Expiration Date: 02101/11 Approval Date: 02102/06 Page 3 of 5 Table 2: Aerodynamic Multlplyers- Tile a, (ft') 1(ft+) Profile Batten Application Direct Deck Santafe 'S' 0.274 0.297 NOA No.: 05-0921.02 Expiration Date: 02101/11 Approval Date: 02102/06 Page 3 of 5 The Profile Table I3: Restoring Moments due to Gravity -114 (ft -lbf) 2 ":12" 1 3 ":12° J 4 °:12" , 5 ":12" J 6':12" 17 ":12" or Battens' Direct Battens Direct Battens Deck Battens Battens Direct Battens Direct Deck Deck Deck Deck Santafe 'S' 5.93 5.90 5.85 5.82 5.73 5.69 5.56 - 56(5.53 5.32. 5.29 5.03 I N/A Table 4: Attachment Resistance Expressed as a Moment - M1(ft-1bf) for Nail -On Systems Fastener Type Santafe 'S` 2-10d Ring Shank Nalis One #8 Screw Two #8 Screws One #8 Screw w/ Clip Two #8 Screws w/ 4 • Approved screws as noted 'Product manufactured by o • by others'. •••• • • •• • • • • •• • • Tile Profile •••• • • Direct Deck 21.8 29.16' 3828' 57.31' 57.60' Battens N/A N/A N/A N/A 61.77' 1 Table 5: Attachment Resistance Expressed as a Moment Mt (ft -1bf) • _ for Two Patty Adhesive Set Systems Prktfilft Tile Application Minimum Attachment Resistance Tile Bond • • • "••••• Poiytoam Polypro AH 760w 2 See ma�nu Gompo�t approval for installation requirements. 3 Flexible Produdt, ire. Average weight per patty 10.4 grams. 4 • Voam Product, ltrc. Average weight per patty 9.4 grams, • • •• 38.9 28.54 ..:.° Table 5A: Attachment Resistance Expressed as a Moment - bk (ft Ibf) for Single Patty Adhesive Set Systems Tile Tile Application Profile Minimum Attachment Polyfoam Polypro AH 160Te R're 8* 5 Paddy placement of 63 grams of Polypro AH 6O Polypro AH 16OT"r g.9 6 Paddy placement of 24 grams of Polypro AH 160Tu. Santafe 'S' Table 6: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Mortar or Adhesive Set Systems Tile Tile Attachment Santafe S Profit Application Resistance Mortar Set 23.6 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement "Dade County Product Control Approved ". 1 NOA No.: 05.0921.02 Expiration Date: 02/01/11 Approval Date: 01.02/06 Page4of5 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 • • • • •••• • • •• • •• • •• • • • • • •• • • • • ••••• •••• • • 0 •••• •••• • • • • • • • • • •• •• •• "SANTAFg S" CLAY ROOF TEE END OF IBS ACCEPTANCE • •• • • • '• •••• • • • • • •••• • • • • • •• • • •• • • • • • •••• NOA No.: 054921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 5 of 5 4 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement-between the owner ant the contractor. The owner's initial in the designated space indicates-that the item has been explained. 1. it Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. .enailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). • • 3. otnanon roofs: Common roofs. are those which have no visitsle aelineeitiota between neighboring units. (i.e., townhouses, condominiums, etc.) In buitdiigs with • • • • common roofs, the roofing contractor and/or owner should notify the ocaatiblits of adjacent units of roofing to be performed. •. • "" 4. J� xposed Ceiling: Exposed; open beam ceilings are where the iin'dersidefQie roof decking can be viewed from below. The owner may wish to maintetra architectural appearance; therefore, roofing nail penetration of the underside of the decking max ..iltlt.. iZe acceptable. The provides the option of maintaining the appearance. : • • • . • • • • • • • 5. ' onding 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. , 4- verflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may bloek this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. f Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing • amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. di k d Lk? Owner /Agent's Signature Date Contractor Signature Date • • • • • • • • • •