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ROOFING PERMITS
RE -ROOF REVISION 6/5/2006 FEB 1 4 2007 2 Passed I J Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until nspection Num _3 t emit Number • R - 5.06 -1227 Inspection Date: 0211312007 Inspector: Grande, Claudio Owner: MARKEN, SCOT AND CHERYL Job Address: 134 100 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: DESIGN HOME REMODELING CORP Building Department Comments Monday, February 12, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (305)758 -3411 Parcel Number 1132060132150 Lot: Phone: 305 - 949 -2627 Page 1 of 1 RE -ROOF REVISION 6/5/2006 ^� FEB 0 7 2007 Passed Inspector Comments CREATED AS REINSPECTION FOR INSP - 17073. Revision of tile used on job requested at time of tile in progress has not been pickup from Bldg . Dept. Pickup uplift report from job and place on Bldg. Dept. file OK. 2/2/07 CG. 4 7415"---/C:740 " � c/J�dh �� �_1 1/4 P D 44? Failed V Correction Needed Re- Inspection Fee ($ No Additional Inspections can be scheduled re- inspection fee is paid. until 4 *P c a ,sip z c = s r s 1 [ 1} i.. , . aw ~ u 04.1a3 �l Nfn4iuN �w �, 1 Inspection Date: 02/08/2007 Inspector: Rodriguez, Jorge Owner: MARKEN, SCOT AND CHERYL Job Address: 134 100 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: DESIGN HOME REMODELING CORP Bulidlna Department Comments Monday, February 5, 2007 PO 3Jdd Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (306)758 -8972 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (305)758-3411 Parcel Number 1132080132150 Lot: Phone: 305 -949 -2627 Page 1 of 1 zmielaoa Meer 0Z170668906 6Z:8Z 9002/Z0/Zt Bill To I SCOT AND CHERYL MARKEN 134 NE 100 ST MIAMI SHORES, FL 33138 -2317 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: RF -1 -07 -27314 Invoice Date: January 26, 2007 Permit Number: RF -5 -06 -1227 Date Fee Name 01/26/2007 Revision Fee 01/26/2007 Scanning Fee 02/02/2007 Reinspection Fee Monday, February 5, 2007 Fee Type Calculated Calculated Fixed Payments Date Pay Type Check Number Amount Paid Change 02/05/2007 Check 3775 $116.00 $0.00 Total Paid: $116.00 FEB 0 5MOD Total Fees Due: Fee Amount $35.00 $6.00 $75.00 $116.00 Total Due: $0.00 I BUILDING PERMIT APPLICATION FBC 2004 Permit Type (ci •cle): Building Owner's Name (Fee Sim.le Titleholder) Owners Address City M1 Q l 9\of0 Tenant/Lessee Name State Job Address (where the work is being done) City FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company N Contractor's,Addres City Qualifier Name Miami Shores Village State Certificate or Registration No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ c411' ■° ism Type of Work: ['Addition 'be Work: Of jr aMilArra i MIFAIMAIIM teration ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *F Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Scanning $ Training/Education Fee $ Radon $ Bond $ Code Enforcement $ Structural Review. $ Miami Shores Village C Aw t\ 01 SAX) r Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 60 flerap N(� County NO >< L I Miami -Dade (r, ['New DPBR $ Zip Double Fee $ ye Permit No: Master Permit No. lectrical Plumbing Mechanical 1 "a3 kpn Phone # Phone # b Phone # 31A5- 94931 7 Zip Phone # Certificate of Competency No. Phone # Square / Linear Footage Of Work: Total Fee Now Due $ Roofing Zip Repair/Replace ❑ Demolition * * * * * * * *.•,* * * * * * * * * * * * * * * * * * * ** Technology Fee $ Zoning $ See Reverse side —* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, .CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for . the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) Signature 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,by who is personally known to me or who has produced 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: t b br7 Plans Examiner Engineer Zoning es Tr= Ife Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values with the values from Mf. If the M values are greater than or equal to the M values f area of the roof, then the tile attachment method is acceptable. Method 1: Moment Based Tile Calculations Per RAS 127 (P x a, 4f2.2 = 11.3 )_m- s 7• ID = M • • z NOA M r 11 N 2 4 2007 a p�n^ BY: ____�,— 3g • (P2: _ ♦ , I x A Z6 = Z3MP ) — M 7, (0 = M / / : • NOA M o ` ! , /Q mr3 f • * NOA Mf 4 p • 7 Requ1 if •, AT •a, P i od '° t yx F,.rM . impliified Tile Calculation Per Table Below (M From Table Below NOA N .• »_ • .. . 11 II • • • • • �• quired Moment Resistance* Mean Roof Height`•=•- Roof Slope 15' I 20' 25' 30' 2:12 34.4 36.5 38.2 39.7 t, In._ 3:12 32.2 34.4 36.0 37.4 "'TM I 4:12 30.4 32.2 33.8 35.1 7 . IN il 5:12 28.4 30.1 31.6 32.8 „' 4. , 6:12 26.4 28.0 29.4 30.5 2 7:12 24.4 25.9 27.1 28.2 � 0 i _ . *Must be used in conjunction with a list of moment based tile systems endorsed by ttb'lvar• Board of Rules and Appeals. .. •..• • For Uplift based tile systems use Method 3. Compare the values for F' with tlle, the F' values are greater than or equal to the F values for each area of the roof, attachment method is acceptable. . • Method 3: Uplift Based Tile Calculations Per RAS 127 : (P x l : = x w: = ) — W: x cos e : = Fri: • • ���. .•• • • yilues for t the U. • • • •..• • • • . • • • NOA F'• •• • • •' • • • _ (P xl: = xw:= ) — W: xcose: =F NOAF' (P xl: = xw:= ) — W: xcos°: =F NOAF' Where to Obtain Information Description Symbol Where to Find Design Pressure P 1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier X, NOA • r ; , Restoring Moment due to Gravity M NOA a may; " , • ; rk * Attachment Resistance M NOA , , "� ' Required Moment Resistance M tk Calculated ' Minimum Attachment Resistance F' NOA i q `* - • Required Uplift Resistance F, Calculated �'" Average Tile Weight W NOA Tile Dimensions I = length w = width NOA . All calculations must be, ,ubmitted to the Building Official at the time of permit applicatist. es Tr= Ife MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF.ACCEPTANCE (NOA) Entegra Sales, Inc. 819 N. Federal Highway, Suite 300 Stuart, FL. 34994 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 Florida Building Code, including the High Velocity Hurricane Zone. • • • • • • • •••• DESCRIPTION: Valencia Spanish "S" Concrete Roof Tile 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 www.buildinacodeonlinecom • • • S. • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo' Iffy 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 anddke, has beenaa • change in the applicable building code negatively affecting the performance of this produc! • • • • •••• TERMINATION of this NOA will occur after the expiration date or if there has been a relAniiar change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of anZ • : • product, for sales, advertising or any other purposes shall automatically terminate this NOA,tail4rre to .omply. 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 replaces NOA # 06 -0310.07 and consists of pages 1 through 6 The submitted documentation was reviewed by Alex Tigera. NOA No 06- 0606.06 Expiration Date: 06/07/11 Approval Date: 07 /06/06 Page 1 of 6 •• • S. • •or•.• • • • • ...p. • • • • • • • • • ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Valencia Spanish "S" Trim Pieces 2.1 Product Rainproof II Ice and Water Shield Tile Nails Tile Screws Roofmg Roofing Tiles Concrete 1. SCOPE This revises a roofmg system using Entegra Valencia Spanish "S" Concrete Roof Tile, as manufactured Entegra Roof Tile Corporation described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code, 2004 Edition for High Velocity Hurricane Zone. For the locations where the 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 section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications 1 =18" w= 10 /a" min. 3 4" thick 1= varies w = varies varying thickness TAS 112 TAS 112 Product Description High profile, interlocking, one - piece, "S" shaped, concrete roof tile equipped with two nail holes. For direct deck nail -on, mortar set or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile •••• • • Components or products manufactured by others • • • • Dimensions 30" x 75' roll 36 "x75'roll or 60 "x75' roll 36" x 75' roll Min. 10dx 3" #8x 2 1/2" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. Test Specifications TAS 104 TAS 103 TAS 114 Appendix E TAS 114 Appendix E profile. Product Description Single ply, nail -on underlayment with 2" self - adhering top edge. Self- adhering underlayment Corrosion resistant screw or smooth shank nails Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws • Manufacturer . • • • • • Protect -O- Wrap • ' • :Inc. •.•• *pi ivrrent 04) • • • • •••• • • W,J. CO • • (d+ith cbrrent w041 generic generic • • • NOA No. 06-0606.06 Expiration Date: 06/07/11 Approval Date: 07 /06/06 Page 2 of 6 •..• • • • • • • • • • • •� • • • Product Roof Tile Mortar ( "TileTiteml") Roof Tile Mortar N/A TAS 123 ( "Quikrete® Roof Tile Mortar #1140 ") Roof Tile Mortar N/A TAS 123 (`BONSAL® Roof Tile Mortar Mix ") Roof Tile Adhesive N/A ( "Polypro® AH160 ") Roof Tile Adhesive Factory premixed See PCA TileBond canisters Hurricane Clip & Fasteners 3. LIMITATIONS Dimensions N/A Clips TAS 114 Min. 1" width Appendix E Min. 0.060" thick Clip Fasteners Min. 8d x 1 1/4" accordance with RAS 106. Test Specifications TAS 123 Product Desolation Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Manufacturer Bermuda Roof Company, Inc. with current PCA Quikrete Construction Products with Current PCA W. R. Bonsai Co. with current PCA See PCA Two component polyurethane adhesive designed for adhesive set roof tile applications. Single component polyurethane foam roof tile adhesive Corrosion resistant Generic clips with corrosion resistant nails. Polyfoam Products, Inc. Flexible Products (with current NOA) • • • • • •• • • • • ..•. •... • •••• •• • 3.1 Fire classification is not part of this acceptance. • •••• • • '..' 3.2 For mortar or adhesive set tile applications, a static field uplift test shallliegerforme1 is • •• •• •••• 3.3 Applicant shall retain the services of a Miami -Dade County Certah. Laborator to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shat&. submitted to the Building Code Compliance Office for review. • • . • •••• 3.4 Minimum underlayments shall be in compliance with the applicable Roo1ieg 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 4.1.1 Entegra Valencia Spanish "S" Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. NOA No. 06- 0606.06 Expiration Date: 06/07/11 Approval Date: 07 /06/06 Page 3 of 6 •• • • • • • • • • • S. • Table 4: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Nail -On Systems Tile Profile Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Valencia Spanish "S" Tile 2 -10d Ring Shank Nails 28.6 412 Direct Deck Battens 19.4 1-10d Smooth or Screw Shank Nail 5.1 6.8 • • . • 2.8 ,•••• •••• 2 -10d Smooth or Screw Shank Nails 6.9 92 •' • • • ' • • • 7.3 • • • 18.1 • 1 #8 Screw 20.7 20.7 ••\•••• 2 #8 Screw 43.2 43.2 •• "' . 29 re • 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 • • • '' ; • • • 19.0 • • ;.. 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 " • "• • • • . 24.( • " • 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 • •'. • 38.6•••• "" 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 - • - 41.$ .. • 2 -10d Ring Shank Nails' 33.1 1 48.1 1 Installation with a 4° tile headlap and fasteners are Located a min. of 2W from head of tile. Table 3: Restoring Moments due to Gravity - M (ft-Ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 °:12" 7 ":12" or greater Valencia Spanish "S" Tile Batte ns Direct Deck Battens Direct Deck Battens Direct Deck Batten s Direct Deck Batten s Direct Deck 6.70 - 7.10 6.60 7.00 6.46 6.84 6.30 6.67 4.08 N/A Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Valencia Spanish "5" Tile 11.1 1.5 .854 4.2 Data For Attachment Calculations NOA No. 06- 0606.06 Expiration Date: 06/07/11 Approval Date: 07/06/06 Page 4 of 6 • • • • • • • Table 2:' Aerodynamic Multipliers - X (ft) Tile A (ft X (ft) Profile Batten Application Direct Deck Application Valencia Spanish "S" Tile 0.232 0.252 4.2 Data For Attachment Calculations NOA No. 06- 0606.06 Expiration Date: 06/07/11 Approval Date: 07/06/06 Page 4 of 6 • • • • • • • Table 5: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Valencia Spanish "S" Tile Adhesive 29.3' 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Valencia Spanish "S" Tile Polyfoam PolyProud 66.5 Polyfoam PolyProTm 38.7 4 Large paddy placement of 45 grams of PolyProT ". 5 Medium paddy placement of 24 grams of PoyProm Table 5B: Attachment Resistance Expressed as a Moment - M (ft -1bf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Valencia Spanish "S" Tile Mortar Set 24.5 5. LABELING •• • • • • •••• • • •'• • • All tiles shall bear the imprint or identifiable marking of the manufacturer's p ar, or lo tots 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 followrne • • 1 6.1.1 This Notice of Acceptance. •' • 6.1.2 Any other documents required by the Building Official or applicable•BQilding Irk • • in order to properly evaluate the installation of this system. • NOA No. 06.0606.06 Expiration Date: 06/07/11 Approval Date: 07/06/06 Page 5 of 6 • • • • PROFILE DRAWING 10 -1/4° ° _ 3- 3/8 ° 5-7/8° r=3-1/2° ENTEGRA VALENCIA SPANISH "S" CONCRETE ROOF TILE • • • • • • END OF THIS ACCEPTANCE 1 -3/4 2 ,1 -1/8° • .••• • • • .•.. • • • •• • . • • • • • • NOA No. 06-0606.06 Expiration Date: 06/07/11 Approval Date: 07 /06/06 Page 6 of 6 • • • •• • • • • • •• • • • •••• • • • • •• .• ••.. • • • • • • • • • •••• • • • • •••• • • • • • •• • ••• • • • i r $1?opt ol. fU k e Inspection Date: 06/29/2006 Inspector: Grande, Claudio Owner: MARKEN, SCOT AND CHERYL Job Address: 134 100 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: DESIGN HOME REMODELING CORP Building Department Comments Thursday, June 29, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number (305)758 -3411 Parcel Number 1132060132150 Lot: Phone: 305- 949 -2627 Page 1 of 2 /„ Passed `G I/ Inspector Comments Failed Correction Needed Re- Inspection Fee ($ No Additional Inspections can be scheduled re- inspection fee is paid . until i r $1?opt ol. fU k e Inspection Date: 06/29/2006 Inspector: Grande, Claudio Owner: MARKEN, SCOT AND CHERYL Job Address: 134 100 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: DESIGN HOME REMODELING CORP Building Department Comments Thursday, June 29, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number (305)758 -3411 Parcel Number 1132060132150 Lot: Phone: 305- 949 -2627 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 06/29/2006 Inspector: Grande, Claudio jJt 3 0 Owner: MARKEN, SCOT AND CHERYL Job Address: 134 100 Street NE Miami Shores Village, FL 33138- Project: <NONE> Building Department Comments Wednesday, June 28, 2006 Contractor: DESIGN HOME REMODELING CORP Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number (305)758 -3411 Parcel Number 1132060132150 Lot: Phone: 305 - 949 -2627 Page 1 of 2 Infraction Passed Comments TIN C P SPACEING False 2 Passed " , Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 06/29/2006 Inspector: Grande, Claudio jJt 3 0 Owner: MARKEN, SCOT AND CHERYL Job Address: 134 100 Street NE Miami Shores Village, FL 33138- Project: <NONE> Building Department Comments Wednesday, June 28, 2006 Contractor: DESIGN HOME REMODELING CORP Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number (305)758 -3411 Parcel Number 1132060132150 Lot: Phone: 305 - 949 -2627 Page 1 of 2 I S LI3.PC- C I k t rMlc ON_ Passed Inspector Corn / G1 APC42-e ents t , Z ✓ e '" 6 / a -e-e t o c - _ G./e2 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Ins Inspection Date: 06/19/2006 Inspector: Grande, Claudio Owner: MARKEN, SCOT AND CHERYL Job Address: 134 100 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: DESIGN HOME REMODELING CORP Building Department Comments Friday, June 16, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number (305)758 -3411 Parcel Number 1132060132150 Lot: Phone: 305 - 949 -2627 Page 2 of 2 Inspection Date: 06/26/2006 Inspector: Grande, Claudio Owner: MARKEN, SCOT AND CHERYL Job Address: 134 100 Street NE Miami Shores Village, FL 33138- Project: <NONE> JUN 2 7 WO Contractor: DESIGN HOME REMODELING CORP Building Department Comments Friday, June \3, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number (305)758 -3411 Parcel Number 1132060132150 Lot: Phone: 305 - 949 -2627 Page 2 of 2 . Passed Inspector Comments n Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 06/26/2006 Inspector: Grande, Claudio Owner: MARKEN, SCOT AND CHERYL Job Address: 134 100 Street NE Miami Shores Village, FL 33138- Project: <NONE> JUN 2 7 WO Contractor: DESIGN HOME REMODELING CORP Building Department Comments Friday, June \3, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number (305)758 -3411 Parcel Number 1132060132150 Lot: Phone: 305 - 949 -2627 Page 2 of 2 TIN CAP ON SLOPE ROOF Infraction Passed Comments TIN CAP SPACEING False jo i 0 / Passed Comments • Failed Correction Needed Re-Inspection • Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until Inspection Date: 06/14/2006 Inspector: Grande, Claudio Owner: MARKEN, SCOT AND CHERYL Job Address: 134 100 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: DESIGN HOME REMODELING CORP Building Department Comments Tuesday, June 13, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number (305)758-3411 Parcel Number 1132060132150 Lot: Phone: 305-949-2627 Page 2 of 2 Bill To 1 SCOT AND CHERYL MARKEN 134 100 Street NE Miami Shores Village, FL 33138- Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name 06/09/2006 Revision Fee 06/09/2006 Scanning Fee Friday, June 9, 2006 Permit Invoice Report Permit Type: Roof Invoice Number: RF-6 -06 -25162 Invoice Date: June 09, 2006 Permit Number: RF -5 -06 -1227 Fee Type Fee Amount Calculated $35.00 Calculated $3.00 Total Fees Due: $38.00 IMLIZZVIE Ali i ©5 VLE BUILDING PERMIT APPLICATIO FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Y Y Owner's Name (Fee Simple Titleholder) + \ A ` k €_ . } Phone # / f3 ,F_ /00 5-4 City a. S IW re e, State •-i Owner's Address Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village is Building Historically Designated YES Contractor's Company Name � s Phone # 8.(S-7Z c4(/ Contractor's Address _ 9 C ex) /6 ( S� Zip 33/6/ City Qualifier /'1/141 t4 f� n N TVI� 0-- ee�4c State Certificate or Registration No. CC 6-- / Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Type of Work: EAddition Describe Work: State ❑Alteration Total Fee Now Due $ CO (Continued on opposite side) Miami Shores Village uilding Department ; zx , 50 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ❑New Submittal Fee $ © Perinit Fee $ Notary $ Training/Education Fee $ Certifi om Master Permit No. Square Footage Of Work: * * * * * * * * * * * * * * * * * * * * * * * * * * ** es * * * * * * ** [r� )Are ii CCF $ Technology Fee $ Permit No. ° •5 - DCD 122-7 Roofing ❑ Repair/Replace CliV * * * * * * ** CO /CC ❑ Demolition Scanning $ 3 -0 Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby i . . e to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to r e 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 s attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspectio / ch occurs seven 7) days after the building permit is issued. In the absence of such posted notice, the inspection will not b ' app oved„ d a rein on fee will be charged. Signatu The foregoing instrument was acknow edged before me this day of °N e , 200(9, by 'E &rLotJ( e e - A - ' who is personall known to me or who has produced Sign: Print: NOT My Commissi * * * * * * * * * * * * ** ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 As identification and who did take an oath. e ' , Albert Seam * 87278 7 Albert ara Signatu •WAIIII4 Contr. - to 411) The for ,{i1; g instrument was acknowledged before ` me this > by `T 't 1�1 �Vlo IJ l� or who has produced 1 \\\`` identification and who did take an oath. NOTARY PUB k `�\ \ Sign: `� \ \\ 4 _ \ Print: day of 278 My Commission xpires: ‘, Expires February 24, 2007 ************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * ** ************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Zoning Plans Examiner Engineer r • • • • • • • • .. BLDG DEPT Parapet Heiaht SURJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATTONS Mean Roof Height Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used System Manufacture NOA No.K; " D Surfacing: e•:6, , m: ign Pressure, From the Specific NOA -- 75 Deck: Type: IMCIEETMr UN 0 5 2006 TLy wooD 67 Slope: `f / 2— Gauge/Thickness: Insulation Base Layer. High Velocity Hurricane Zone Uniform Permit ApplicatioW �•OFm : • • • ••• • Section C (Low Sloped Roof $ysjm1 , s, From RAS 128 or Calculations: Pmax2: Pmax3: Anchor/Base Sheet & No. of PIy(s): N/ Anchor/Base Sheet Faste er/Bonding Material: IV. /4 Base Insulation Size and Thickness:-1 Z / y - Base Insulation Fastener/Bonding Mater : 3/4/ I t SCrecvS� 3 " PI9 P Top Insulation Layer: N /Ai Top Insulation Size and Thickness: Top Insulation FastenerBonding P aterial' Base Sheet(s) & No. of Ply(s): Top Ply: re,1/41 5 Top PIy Fastener/ Bon as 'NA') ©/ — ©6 — Base Shee,tf�astenerBondin Material: Screws / 3 " ( /i9�PS PIy Sheet(s) & No. of PIy(s): r — et-y 6'19$5 l GAF ]1 PIy Sheet Fastener ondin• aterial: t o f" h 19 1` " 72 3i iyt J •• a tjn • • Fastener S • p � g�or AnfrfiddBashSFieet A Field: 9 �' # • • �. .. .. R tiAN . . a Perimeter d ' :::,7t,:owRsewsv •8•. Comer: ' oc © • oc Number of Fasteners Per Insulation Board Perimeter Corner Field Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. 3Y3a- iP BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 This NOA renews NOA #02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC • • ... • • • ... • • • • • • • • • • • .. • • • • • • • • • • • • ... • • • • • • • • • • • MIAMI- -DADS COUNTY, FLORID METRO -DADE FLAGLER BUILDING 140 WEST FLAMER S TI;Et VSUI1 ' 16113 • • : taIRMA 33130 -156r r30I) /74Ci!2901 • •IAA) ob5) 31529d .. • • • . • • • • • • • • • • • • • • • '. . • •. • • • .. • • • • • ... .. SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the ART may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 1 of 21 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: Product GAF Asphalt Concrete Primer (MatrixTM 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (Matrix ' Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating. (MatrixTm System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (Matrix TM Standard Wet/Dry Roof Cement 204) RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Flex PlyTM 6 Roofing BUR Wood T5"psf See General Limitation #1 Dimensions 5, 55 gallons 60 lb. bags 5 gallons 1, 5 gallons 5 gallons 5 gallons 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Test Specification ASTM D 41 ASTM D 1863 ASTM 1227 ASTM D 4601 ASTM D4601 ASTM D 2178 • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • ••• • •• • • •• • • •• • • • • • • • • • • • • •. •• • • • TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. 1, 5 gallons ASTM D 2824 Fibered aluminum coating. • ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ••• • •• • • • • • •• • • • • • • • • • • • • • •• •••• • S. • • • •• ••• •• • • • ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement Asphalt impregnated and coated glass mat "base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 2 of 21 Product GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Eliminator Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT Eliminator Perforated Nailable RUBEROID® SBS Heat - We1dTM Smooth RUBEROID® SBS Heat - WeldTM Granule RUBEROID® SBS Heat - WeldTM 170 FR RUBEROID® SBS Heat - WeldTM PLUS RUBEROID® SBS Heat - Weld PLUS FR RUBEROID® SBS Heat - WeldTM 25 RUBEROID Modified Base Sheet Ruberoid® 20 Ruberoid® Mop Granule Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide. Various 39.37" (1 meter) wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Test Specification ASTM D 2178 ASTM D 3909 ASTM D 4897 D 3672 ASTM D 4897 D 3672 ASTM D-6164 ASTM D -6164 ASTM D-6164 ASTM D -6164 ASTM D-6164 ASTM D -6164 ASTM D4601, Type II, UI- Type G2 BUR ASTM D 6163 ASTM D 5147 ASTM D 6222 ASTM D 5147 • ..• • •• • • • • • • • • • • ... Product Description • •• • • • • • ••• • • • • • • • • • • •• • • • • • • • • • • • • • ••• • ... • • • • • • • • • .. .... . . Type IV asphaltin . . ipgpatedlgss,feet wit • asphalt coating. • • Asphalt coated, glass fiber mat cap sheet surfaced with mineral ganule9 • • • • • • • • • Fiberglass base sheet�.ureg�ated�and .. . . . .. .. coated on both sides with asphalt. . Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Premium glass fiber reinforced SBS - modified base sheet SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 3 of 21 • • • • • • Product Ruberoid® Mop Plus (Granule) RUBEROID MOP Smooth RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® TORCH PLUS (Granule) RUBEROID® TORCH FR RUBEROID 170FR TORCH RUBEROID® 30 RUBEROID® 30 FR RUBEROID ULTRACLAD® SBS RUBEROID® Dual FR Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37' (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide Test Specification ASTM D 6222 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 • • ••• • •• •• • • • • • • • • • • • • ••• • • • • • • • ••• • • Product • •• • • •• • • • • . • • • • • •• • Description • • • • • • • • • • • •• • • • • • •• • • • Non -woven pollIeder;n$t coital wit* ; polymer modified asplialt and surfaced with' mineral granules. Non -woven polyesjenQt Co4tP.4) 4114 • • • polymer modified alphiDt'1n4 seiohil • surfaced. • • • • .• • • • • • ••• •• Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Asphalt impregnated, coated felt, surfaced with mineral granule. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer modified asphalt and surfaced with mineral granules. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 4 of 21 • •• •• : . • • • Product Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (Matrix® System Pro Aluminum Roof Coating Fibered 302) GAF Built -Up Roofing Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P Tile -Mate Base Sheet Tile -Mate Cap Sheet Shingle-Mate/ Underlayment TopCoat® Surface Seal SB (Matrix 602 SB Coating) GAF WeatherCote® MB+(Matrix 715 MB Coating) TopCoat MB+(Matrix 715 MB Coating) WeatherCoteTM (Matrix 531 WeatherCote® Elastomeric Flashing Grade) Matrix Low VOC Matrix 101 System Pro SBS Adhesive (Ruberoid ®MB) Matrix 201 System Pro SBS Flashing (Ruberoid ®MB) Matrix 102 Select SBS Adhesive Test Dimensions Specification 5 gallons 5 gallons 100 lb. cartons, bulk 60 lb. kegs 4 sq. roll 30 lbs. 5 gallons PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D2824, Type I 39.37" (1 meter) ASTM D4601 wide 39.37" (1 meter) ASTM D 3909 wide 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons ASTM D3019 5 gallons ASTM D3019 5 gallons ASTM D3019 SEBS modified asphalt • • .•• . • • • • • • • • • • • • • • • • • • ••• • • • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • ••• Product Description • • • • • • ••• •••• ••••• ••••• One way valve vett isW to Ye11eme Built -ttp: pressure within the roof system G'AF Vent Stacks are available in metal or plastic. Mineral colloidal plt'lninpus tintlltipiCMth, reflective aluminuifi fl el : : • . Non - fibered aluminum pigmentee asphalt • • roof coating ASTM D312, Interply mopping and surfacing asphalt Types I, II, III and IV Asphalt impregnated and coated, fiberglass base sheet Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass reinforced shingle underlayment Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 5 of 21 •• • • • (Ruberoid ®MB) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non - Fibered RUBEROID® Modified Bitumen Adhesive APPROVED INSULATIONS: GAFTEMP Isotherm R, RA, RN & Composite, EnergyGuard RA GAFTEMP® Composite A & N PYROX White Line Product Product Name Dimensions 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons (BMCA)GAFTEMP® Fiberboard GAFTEMP® Permalite GAFTEMP GAFCANTTM GAFTEMP Permalite Recover Board GAFTEMP GAFEDGETM Tapered Edge Strip (BMCA) GAFTEMP® High Density Fiberboard BMCA EnergyGuard, RA BMCA Composite EnergyGuard, RA Test Specification ASTM D4586 ASTM D4586 ASTM D4586 ASTM D3019 ASTM D 2824 ASTM D2824, Type I ASTM D 3019 Type III TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board High density wood fiberboard insulation. Polyisocynurate foam insulation Polyisocynurate /wood fiberboard composite Polyisocyanurate foam insulation Polyisocyanurate foam insulation • • ••• . • • • • • • • • • • • • • • • ••• • • • • • •.. • • Fibered aluminum coating. • • .. • . • • • • • • • • • Product pescfiption . ... . • • • • • • • • •• • • • • • •• • • • Cold Applied *Oiled SEAS :Await : : Adhesive — Flashing trade. • • Standard Plastic Asphalt Roofmg Cement .. • • • •. • .. • . . . . • • • • • • Standard Plastic Mph& Aoo►g.Gement Caulk Grade. .. • � ' •' � � � • • • •' Cold Applied Asphalt Adhesive. Non - fibered aluminum pigmented, asphalt roof coating. Fiber reinforced, rubberized Adhesive Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA Apache Products Co. Apache Products Co. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 6 of 21 ... • • • ... • .. .. • . • APPROVED INSULATIONS: ACFoam 1,11 & Composite ISO 95+ ISO 95+ Composite Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck ENRG'Y -2 & ENRG'Y -2 PLUS, UltraGard Gold FiberGlass Roof Insulation Structodek Multi -Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Number 1. 2. 3. 4. 5. 6. Product Name Product Name GAFTITE® (Drill -Tec ®) #12 Standard & #14 Heavy Duty Roofing Fastener GAFTITE® (Drill -Tec ®) ASAP GAFTITE® (Drill -Tec ®) Base Sheet Fastener and Plate Galvalume Plates (Drill- Tec® Metal) Polypropylene Plates (Drill-Tec® Plastic) Dekfast Fasteners #12, #14 & #15 TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate /perlite ridged insulation Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Glass fiber/Mineral fiber insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation TABLE 3 • • ... • • • ... • • • • • • .. • • • • • • • • • • • • • • • • • • • • • ... • • • • ... • .. • ... • .. • • .. • • • .. • • • • • . . . .Madunictuter • (With Ci rrent NOA)' Atlas Energy Products • . • • • • . •.. .. • • • • I isaston&Beiildimg 'lets :- :.. .. Firestone Building Products, Inc. generic generic generic G -P Gypsum Corp. Johns Manville Johns Manville Masonite. RMax, Inc. Partek, Inc. Product Manufacturer Description Dimensions (With Current NOA) Insulation fastener for . GAF Materials Corp. steel, wood & concrete decks. Pre - assembled GAFTITE GAF Materials Corp. Fasteners and metal and plastic plates. Base sheet fastening GAF Materials Corp. assembly. Round galvalume stress 3" and 3' " GAF Materials Corp. plates. Round polypropylene 3" and 3'/i' stress plates. Insulation fastener for wood, steel and concrete decks GAF Materials Corp. Construction Fasteners Inc. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 7 of 21 • • • • • • APPROVED FASTENERS: Fastener Product Number Name 7. Dekfast Hex Plate 8. Dekfast Lock Plate 9. #12 Roofgrip Fasteners 10. Metal Plate 11. Gearlok Plastic Plate 12. Glasfast Fastener 13. Olympic Fastener #12 & #14 14. Olympic Fastener ASAP 15. Olympic Polypropylene 16. Olympic G -2 17. Olympic Standard 18. Insul -Fixx Fastener 19. Insul -Fixx S Plate 20. Insul Fixx P Plate 21. Tru -Fast 22. Tru-Fast Plates 23. Tru -Fast Plates TABLE 3 Product Description Galvalume hex stress plate. Polypropylene locking plate. Insulation fastener for wood and steel. Galvalume stress plate. Polypropylene round plate Insulation fastener assembly with recessed plastic plate Insulation fastener Pre - assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalume AZ55 steel plate 3" round galvalume AZ50 steel plate Insulation fastener for steel and wood decks 3" round galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalume AZ55 steel plate Polyethylene plastic plate 3.25 " round 3.5" round 3" round 3" round 3" round 3" round 3" round • • ••• • • • ••• •• •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • •• • ••• • •• • ••• ••• • • • •• • • • • • •• • • • • •• • • • :Malluglictuter . • • Dimension (With Cdrrent NOA) • 2 7/8" x • Consttruction 14stepg ;s • • 31 /a" • • • • T,� • • • • 3" x 3 Coisttudtidn Fasteners •• • • Inc.• • • •• •• ITW Buildex Corp. 3" round ITW Buildex Corp. 3" square 3.2" ITW Buildex Corp. Johns Manville Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. SFS /Stadler SFS /Stadler SFS /Stadler The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 8 of 21 EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. IRT of S. Fl. IRT of S. Fl. Test Identifier FMRC 1996 J.I. 2B8A4.AM J.I. 3B9Q1.AM J.I. ODOA8.AM J.L OD1A8.AM J.I. 0Y9Q5.AM GAF -012 -02-02 GAF - 020-02 -01 02-005 02 -014 • .. ••. • • • .• • • • • • • • Descriptibn • Current Insulation Attachment Requirewegt Wind Uplift. • : : FMRC 44704 Wind Uplift FMRC 4470 - PA 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 • • ••• • • • .•. • • • • • • • • • • • • • • • • • • • • • • • • • • ... • • • • • • • • • • • • • • ... • • • • .. • • .•• • .. ••• ••• .. • • • • • • • • . .. • • • • • • • • • •••• • bate ; :;z .. ••' 01.08.98 07.09.99 07.29.94 04.01.98 . 11.06.01 02.01.02 01.18.02 03.22.02 NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 9 of 21 Deck Type 1I: Wood, Insulated Deck Description: 19/ or greater plywood or wood plank System Type D (1): Insulation and Base sheet simultaneously •• • • • •• ••• •• All General and System Limitations shall apply. • • • • One or more layers of any of the following insulations. • . ' ' ' Insulation Layer Insulation Fasteners Fastener (Table 3) Density /ft ACFoam -I, E'NRG'Y 2, GAFTEMP® Isotherm R, E'NRG'Y 2 Plus, GAFTEMP Isotherm RA, BMCA EnergyGuard, BMCA EnergyGuard RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N loosely laid with firmly butted joints. Minimum thickness, 13 ". GAFTEMP High Density Fiberboard, GAFTEMP Fiberboard, minimum thickness 1 ". Base Sheet: Install one ply of GAFGLAS® #75, GAFGLAS #80 Ultimi Base Sheet, GAFGLAS® STRATAVENT® Eliminator Perforated or RUBEROID® 20 base sheet applied over the loose laid insulation with 2" side laps mechanically fastened as described below; Fastening Options: GAFTITE #12 or #14 Screws and 3" Plates are installed through the base sheet and insulation in 3 rows 12" o.c. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFTTTE #12 or #14 Screws and 3" Plates are installed through the base sheet and insulation in 4 rows 8" o.c. One row is in the 2" side lap. The other 3 rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) GAFTITE #12 or #14 Screws and 3" Plates in 4 rows 12" o.c. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Ply Sheet: One or more plies GAFGLAS PLY 4 ®, GAFGLAS® PLY 6® Ply, GAFGLAS FlexPly 6 sheet, #80 Ultima or RUBEROID 20adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs. /sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Surfacing: ' (Required if no cap sheet is used) Install one of the following: GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 galJsq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. • • • • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• • •• • ••• • •• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •••• • • • • • • • • • • • • • • NOA No: 03 0501.05 Expiration Date: 11 /04/08 Approval Date:10/23 /03 Page 16 of 21 Maximum Design Pressure: See Fastening Above • • ••• • • • ••• • • •• • • • II • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Asphalt flood coat at an application rate of 60- lbs. /sq.;2O% plus gavel 44 slag • with an application rate of 400 lbs. /sq. & 300 lbs. /sq., 3 e pvely.; : :. • ; : : • • • • • • • • • • • • • • • • • • • • • • • • Top Coat Surface Seal SB (Matrix 602 SB Coating), Tdp Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. • • • • • • • ••• • . • • • • • • • •• • • • • • ••• •• NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 17 of 21 RE -ROOF REVISION 6/5/2006 F: 0 1 2007 Passed Inspector Comments Revision of tile used on job requested at time of tile in progress has not been pickup from Bldg. Dept. Pickup uplift report from job and place on Bldg . Dept. file OK. 2/2/07 CG. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. Z b1 / until Inspection Number: INSP. 17073' errnit Number: RF -5 -06 -1227 Inspection Date: 02/02/2007 Inspector: Grande, Claudio Owner: MARKEN, SCOT AND CHERYL Job Address: 134 100 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: DESIGN HOME REMODELING CORP Building Department Comments Friday, February 2, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (305)758 -3411 Parcel Number 1132060132150 Lot: Phone: 305 - 949 -2627 Page 1 of 1 RE-ROOF REVISION 6/5/2006 ktd U 121 Passed i!:#'-) Inspector Comments Uplift Report OK, see attached. 2/2/07 CG. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: I NSP 394 Permit Number:` RF -5 -0 -1 Inspection Date: 02/02/2007 Inspector: Grande, Claudio Owner: MARKEN, SCOT AND CHERYL Job Address: 134 100 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: DESIGN HOME REMODELING CORP Building Department Comments Friday, February 2, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Up Lift Report Work Classification: Roof - New Phone Number (305)758 -3411 .Parcel Number 1132060132150 Lot: Phone: 305 - 949 -2627 Page 1 of 1 ZEST LOCATION UPLIFT PULL TEST 'EST LOCATION UPLIFT PULL TEST I , TEST LOCATION UPLIFT PULL TEST TEST LOCATION UPLIFT PULL TEST MST LOCATION UPLIFT PULL TEST TEST LOCATION UPLIFT PULL TEST , 1 PAs� 26 PA,5' 51 76 101 126 2 27 5 77 102 127 3 28 53 78 103 128 4 29 54 79 104 129 5 30 55 80 105 13 6 31 56 81 106 31 7 32 57 82 107 132 8 33 58 • 108 133 9 34 59 84 109 134 10 35 60 85 110 135 11 36 61 86 111 136 12 37 62 87 2 137 13 38 63 88 113 138 14 39 64 89 4 139 15 40 65 90 115 140 16 41 66 91 116 141 17 42 67 92 117 142 18 43 68 118 143 19 44 69 94 119 144 20 45 70 95 120 :5 21 46 71 96 121 14. 22 47 72 97 122 147 23 4 73 98 123 148 24 49) PAQ_i' 7 99 124 149 25 /pp C5 50 '4-. 5 100 125 150 4-.4% A-.,ONSIATZAIF B1 S, INC. ROOF PROBLEMS ? ?? UPLIFT TEST EXPERTS Owner's Name: ) 6.0 ( inArL-ie/L.) Job Address: / /i/ /0e S Roofing Contractor: � �o ,� � �7 Type of Tile: i2 4f//S�/ C Approximate Roof Height: /Z feet Roof Pitch: Type of Access to Roof: i9/1 Scaffolds Ladder Approximate Square Footage of Roof: 2 ' ft 2 Required Testin9 Forc, 35 lbs. Testing Equipment: Date Tested: // IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUAL TY CONTROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT SUBMITTE'BY: R mbePCo Contreras P. P.E.# 21522 A -1 CONSULTING ENGINEERS, INC. Lab. Certification # 01- 1224 -05 A-1 CONSULTING ENGINEERS, INC ROOF STRUCTURES CONSULTING ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE TAS No. 106 SITE SPECIFIC INFORMATION F.G.E. 100 N2 1409 Permit #: h6 Date installed: Other 4917 S.W. 74th Ct, Miami, Florida 33155 • Telephone (305)740 -9550 • Fax (305) 740 -9550 ENGLISH: Cell (305) 609 -6388 • SPANISH: Cell (305) 498 -9804 NOTES: SKETCH OF ROOF MOMMEMMOMMOIMMEMENOMMEOMMIMMEMM MMIONMEMOMMEMMINIMEMMERMEM MINIMM IMEMMEMMEMMOMMEMOMINIMME MIMS IMINIMMEMMEMMUMMEMMEMMEMMEMMER MONOMMINIMMEMMINIMMEMMINIMMEMMEMM MIMMEMMOMMUMMEMMOMMEMMOMMillim SIMMEMMOMMEMMSERMIMMENOMEMMEMIM MMERMMEMMINIMMEMMMUMMIUMMEMMMEM MOMMEMEMMINIMMOMMINEMMOMMEMEMMOM MINIMMEMOMMINIMMOMMEMMIIMMEMEMOMM MOMMENIMMEMEMMEMEMITIMAIMMIME II MMENNIMMEMMOWNIMMINI MMOMMMMON MMEMEM MMEMEMOMMOMMIM MEMMIIMME MMOMMIMMMEMMOMMOMM MEMOMI MOM OMMEMEMMEMMINIMMEM mmimilm IMM IMMOMMEMMOMMEMMIMMEMEMME MIME 1111MMEMEMMEMMEMMMEMMEMEMEMMOMME MIONEMMIMOMMOMMEMINIMMTEMEMIMUM MIMMOMMEMMOMMOINIMMEI MINIMMEMOM IMMEMINIMMOMMOMMINOMOm MEMMEMMEM NOMEMMUMMOMMEIMMOMMEMERMINIMMEMM MINIEMMENOIMMOMERMITIMMIMI7 MOMEMMIUMMEMOMMIMME MIMI IN mmiN M M MINIMEMMUMMOMMEME momm a MINIM OMMOMMEMMEMOMMIMME INIMMOM MOON MIMMEMMUMMEMMOMMUMMOMMMEMMEMOMO MIIMMEMMINEMOMMOONOMMINIMMEMEMEM MMOMMINIMMEMEMIMMEMOMMIUMEMMEMM MOMMENNMOMMINIMMEMMEMMOMMIIM MEMMOMMINIMMOMMEMOMINIMMERET MI OMMOMMMOMMINIMMITMEMOMMM ME minimmummir mmommummi IMMOMMOMOmmum Mom limmEMMENIMM INIMMEMMEMMOMMO MOKIMMEMMIllig MEM MOMMOmm _ls 1MM M MIN mar M SIMI MO OM • MM • m • • A -1 CONSULTING ENGINEERS, INC ROOF STRUCTURES CONSULTING UP LIFT TEST EXPERTS Owner's Name: Job Address: / 3 /d0 )7 Roofing Contractor: p / 4 /12 / Type of Tile: � � - ??c, Date Installed: Approximate Roof Height: feet Roof Pitch: Type of access to Roof: ®A' Scaffold Ladder: Approximate Square Footage of Roof: 7 ft 2 Required Testing Force: 35 Ibs Date Tested / - ✓•* 0 ` Number of Tests: Permit #: 4961 S.W. 75th Street, Miami, Florida 33155 j Telephone (305)740 -9550 j Fax (305)740 -9550 Other SKETCH OF ROOF REVISED r / DATE /- ? 7"47 BUILDING ;;; MMEEME 1 PERMIT APPLICATION - " °� �006 FBC 2001 B Y: Permit Type (circle): Building Electrical' Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) CInCC■(\ Q'' (t rPhone # ()S� SZ3 ' 3 \ I Owner's Address 134 r 1` 100 s#. Cit Nt \ c V' i So(CS state T Zip 31 l3� Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip 33\32 Is Building Historically Designated YES NO Contractor's Company Name I S% 3r) 4\c � # (3�j) 9 Liet - Contractor's Address 29 0 NUJ `(p L a}- • City 1-A \ CAM ) State L. Zip 331 log Qualifier T. 4c-VlC . t a ie CCtiC.1 $ Value of Work For this Permit Total Fee Now Due $ --- . (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 21OoO.00 134 Nt koo g-\- Permit No. _ Z-271 aster Permit No. State Certificate or Registration No. CCC, 0 S i kO G Certificate of Competency No. Architect/Engineer's Name (if applicable) N I P Phone # MAY 1 PA9® Square Footage Of Work: * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** •zyo Type of Work: ❑Addition ❑Alteration ❑New Repair/Replace ❑ Demolition Describe Work: 1\e- ` \ -e N7 Submittal Fee $ Permit Fee $ / fI `-.'-' CCF $ 1 c3 - CO OCO /C Notary $ Training/Education Fee $ q ° 3 Technology Fee $ Scanning $ "l - co . Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) KI Pr Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) PI Pr Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of corn • ement ust be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. 1 ab e of .osted notice, the inspection will not be approved and a reinspection fee will be charged. Chc 05/13/03 NOT Sign: Signature OiL Signature wner or Agent The foregoing instrument was ac owledged before me this The fore ins elt ►� ► - day of day of .. , 20 06, by ■ who is personally known to me or who has \• S As identification an Print: My Commission Expires: My Commission Expires: Contractor ment was acknowledged before me t ii 2—Cf- r who has produced as identification and who did take an oath. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** G � � **************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** * * * ** ******************************** APPLICATION APPROVED BY: G Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. t ? C !, a TAX FOLIO NO. 1\ 32 of Ox 3 2\ 50 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 1 1.3 E (0 0 S-1 o-res Scc ► IV -AD PAS tO -'a o LOA to e E 1 /2 U* \\ \ ■< \b LOA- 000 X 1\ 5 or \'2"} l - "A%\ ORQ.$ 1 2. Description of improvement: 1\0— 0O 3. Owner(s) name and address: C .e..i'f 1 .SG`" K C - n l3 NE 1.O0 SA- M\GANN Sk fiL 3?-) 1 3� Interest in property: (Cli nE.( Name and address of fee simple titleholder: 4. Contractor's name and address: ?�GS‘ n 2 " t0 Nu-) l(0\ SA- • S 5. Surety: (Payment bond A l Name and address: Amount of bond $ 6. Lender's name and address: Sworn to an Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8/02 NJ6 rvl 1111111111111 11111111111111111111111111111111 F 14 20068 :497950 OR Bk 24504 Ps 0402; (1Ps) RECORDED 05/09/2006 10:58:30 HARVEY RUV'IN, CLERK OF COURT MIAMI -DADE COUNTYr FLORIDA LAST PAGE 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: 13 I�. 8. In addition to himself, Owners designates the following person(s);to receive © of the Lienor's Notice as provided in Section 713.13(1)(b), FloriFla Statutes. Name and address: I P 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) S}Egnature of goner Print Owner's Name l,/�� 1 Y\ Kfv\ Prepared by ibed before me this W day of - .\ • , 211. CO V? 5 (2 CP `f t ( nroert sears • My coma lion UUlbIVd 'W Fxpkoe Fobniauy24,.2007 E O F F , ca 011 Address: Tony Geraci 290 NW 161st St- Miami FL 231109 n spectio nN u m bier: I N'S P -1 7 ! elm_ it Numb e,G RF S-Q6 -1227 Inspection Date: 05/31/2006 Inspector: Grande, Claudio Owner: Job Address: Project: <NONE> MARKEN, SCOT AND CHERYL 134 100 Street NE Miami Shores Village, FL 33138- Contractor: DESIGN HOME REMODELING CORP Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number (305)758 -3411 Parcel Number 1132060132150 Lot: Phone: 305 - 949 -2627 Tuesday, May 30, 2006 Page 2 of 2 /1/6(4° Passed ar Inspector Comments 1/ 0A i fi.4-r /21--- frv-ay. F Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until n spectio nN u m bier: I N'S P -1 7 ! elm_ it Numb e,G RF S-Q6 -1227 Inspection Date: 05/31/2006 Inspector: Grande, Claudio Owner: Job Address: Project: <NONE> MARKEN, SCOT AND CHERYL 134 100 Street NE Miami Shores Village, FL 33138- Contractor: DESIGN HOME REMODELING CORP Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number (305)758 -3411 Parcel Number 1132060132150 Lot: Phone: 305 - 949 -2627 Tuesday, May 30, 2006 Page 2 of 2 PLEASE MAKE IHSPEC AT NOON Infractio Passed Comments TIN CAP SPACEING True Passed 31 / ce/ Inspector Comments /� T -/AA".., /AAA) A ��al R �'� 17- Rece-et-) (ice 7 a �� ° t/ Failed • Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection N 1 Permit Number RF -5-06- 1227 Inspection Date: 05/31/2006 Inspector: Grande, Claudio Owner: MARKEN, SCOT AND CHERYL Job Address: 134 100 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: DESIGN HOME REMODELING CORP Building Department Comments Tuesday, May 30, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number (305)758 -3411 Parcel Number 1132060132150 Lot: Phone: 305 - 949 -2627 Page 1 of 2 Permit Receipt Permit Number: RF -5 -06 -1227 Invoice Number: RF -5 -06 -24839 Applicant: SCOT AND CHERYL MARKEN Company Name: Date 05/18/2006 Payment Type CheckNum Check 3104 Amount $333.30 Total Payment: $333.30 Thursday, May 18, 2006 Page 1 of 1 Issue Date: 5117/2006 Owner's Name: Permit Type: Roof Comments: RE -ROOF Additional Information SCOT AND CHERYL MARKEN Work Classification: Roof - New Job Address: 134 100 Street NE Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 11/07/2006 Contractor(s) Phone DESIGN HOME REMODELING CORI 305 - 949 -2627 Primary Contractor Yes Type of Work: Re -Roof Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RF -5 -06 -1227 Phone: (305)758 -3411 1132060132150 Lot: PB: Total Square Feet: Total Valuation: Required Inspections 2469 $ 21,000.00 Tin Cap Hot Mop Tile In Progress Up Lift Report Final Roof Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $12.60 $4.20 $300.00 $9.00 $7.50 $333.30 Invoice Number RF - 5 - 06 - 24839 Total: Amt Due $333.30 CK 31 4 NAV 1.8 PAID Amt Paid Building Department File Copy Applicant Sign. "re NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. 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„ Tfie provisions of Chapter 5 of the Florida Building Code, Building govern the minimum requirements and standards+4 4e ;n&J&r .tor roofing system installations. Additionally, the following items should be addressed as part of tWagreenaent between the owner and the contractor. The owner's initial in the adjacent box indicates that the item'has been exPaleidd. "I Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) ar a or 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. \ V\.2. Renalling Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). ). Common Roofs: Common roofs are those which have no visible delineation between neighboring s (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. • ^� \r4 Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be vrC wed 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. 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. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not 6 erloaded 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. SECTION 1624 ..' • • HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFFCIVPION FOFt ROOFING. • • • CONSIDERATIONS • • • • • • • . .. ... • Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of he structural assembly (the building itself).'The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. �0 ner's/A nt's ignature Date Contractor's Signature I Qd t 22,7 Property Address Permit Number Rev. 1/20/2005, Computer Services, Building Department • • ... • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • ... • • • • • • • • • • • • • ... • • • • .. • Florida Building Code Edition 2004 • • • ;•; ; • High Velocity Hurricane Zone Uniform Permit Application form' •'• • • • • • • • ••• Section A (General Information] •.: Master Permit No. 0G 1 Z71 Process No. • Contractor's Name S k n J . • • • •• • • • • • ••• •• Job Address \?» iJ G 1 OO S.* , X p Slope ❑ Mechanically Fastened Tile hal tic ❑ Metal Panel /Shingles Shingles ❑ Prescriptive BUR -RAS 150 29 ROOF CATEGORY ROOF TYPE ❑ New Roof l: te- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) ' Steep Sloped Roof Area (SF) Total (SF) 1 3 2-9 b Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow . scuppers and overflow drains. Include dimensions of sections and levels; clearly identify dimensions of elevated pressure zones and location of parapets. X o rta r /Adhesive Set Tile od Shingles /Shakes 23x • • ••• • • •••• • ••• • • . • •• • • • •• • • • • •••• • • • • • • • •• • • • . • • • • • Florida Building Code Edition 2002 • ••• • • •••• • • High Velocity Hurricane Zone Uniform Permit Application Foan : • • • • • Fill in Specific Roof Assembly Components and identify Manufacturer (If a component is not used, Identify is °N/A°) System Manufacturer. 6 F NOA No.: Q 3-- ©s ©f, , ©S System: Deck: Type: Section c (Low Sloped Roof Syrttm). Design Wind Pressures, From RAS 128 or Calculations: Pmaxl : — S Z Pmax2: ' 87.3 Pmax3: 131. Maximum Design Pressure, From the Specific NOA L%(WCCD- Gauge/Thidmess: Sig • Slope: f j.• F Z ' Anchor/Base Sheet & No of Ply(s): /A/• A Anchor/Base Sheet Fastener. Bonding Material: Insulation Base Layer. Base Insulation Size & Thickness: Base Insulation Fastener/Bonding Material: N i4 Top Insulation Layer. N Top Insulation Size and Thickness: Base Sheet Fastener/Bonding Material' ( 14 R. 5. i9 i (d5 NA Top Insulation Fastener/Bonding Material: N ett Base Sheet(s) & No. of Ply(s): , - - 75 Ply Sheet(s) & No. of Ply(s): 2 - p Ly • `TZ Ply Sheet Fastener/Bonding Material: 7 •• T`l P e Top Pty: /SAIL N e to 1 c P S In a e+ Top Ply Fastener/Bonding Material: do pinto+ t ?e Surfacing: t I1-2_r V \ Field 'oc ® Lap, #Rows ▪ oc ® Lap, aRows • cc0 Lap. # Rows C AQ S Nee + c rr s pL■ f 3X3 Gctly. • • ... • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • •• FT. •• • •• •• • • .• • • • • • •• • • • • • ••• •• Fastener Spacing for Anchor/Bas Sheet Attachment Perimeter Corner Number of Fasteners Per Insulation Board Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastening Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Parapet Height Mean Roof Height • •• • • • S. • • • • • • • • • MIAMhDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 I DO o • ••• •••...••• • MIAMI -DASE X JNTY FLOIUY METRO -DADE FLAGLER BUILDING 140 WESTFLAdM.ER STREET: SUITE 1603. • FLO RIBA 33&31 -1&6 C • (305! 31 2901 • FA X 37;1;01; • • .. • • • .. •.• .. • • . • • 0.0 • • • • • • • • . ••.• • .• • • • • • ••. .• SCOPE: . This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 1 of 21 • X ROOFING SYSTEM APPROVAL teeor9: Sub- Cateaorv; Deck Type: Maximum Deem Pressure Fire Qpssifcation; See General Limitation #1 . TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Prod uct OAF Asphalt Concrete Primer (Matrix"' 307 Primer) OAF Mineral Shield® Granules GAF WeatberCoat® Emulsion (Matrix"' . Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (Matrix"' System Pro Aluminum Roof Coating Fibered 301) GAF Jetbiack All Weather Plastic Cement (Matrix"' Standard Wet/Dry Roof Cement 204) RUBEROlD® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAPGLAS® #75 GAPGLAS #80 Ultima Base Sheet GAPGLAS Flex Ply"' 6 Roofing BUR Wood -75 psf Dimensions 5, 55 gallons 60 lb. bags 5 gallons 1, 5 gallons Test S eciflcat1on ASTMD41 ASTM D 1863 ASTM :1227 ASTM D 2824 Fibered aluminum coating. _ . • . • . • • • • . . .. .. • • • .. .. • • • • .° • • • • • • • • • • • • • • • • ... • • • • .. • • ... • • . . • . • • • • . • . • • • • . .. • • • • • • .. .. .... • • .... • . •.. ... • • .. • • • .. ... .. • • • • • • • .• • • • • • ... .. Product Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. 1, 5 gallons ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. 5 gallons 5 gallons 3937" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 ASTM D4601 ASTM D4601 ASTM D 2178 Asphalt flashing Cement. Asphalt impregnated and coated glass mat )I( base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23J03 Page 2of21 • Product X GAFGLAS Ply 4® X GAFOLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Eliminator Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT Fliminatrr Perforated Nailable RUBEROID® SBS Heat- Wehind Smooth RUBEROID® SBS Heat - Weld' Granule RUBEROID® SBS Heat - Weld 170 FR RUBEROID® SBS Heat - WeldT'i PLUS RUBEROID® SBS Heat - Weld PLUS FR RUBEROID® SBS Heat - Weld' " 2.5 RUBEROID Modified Base Sheet Ruberoid® 20 Ruberoid® Mop Granule Dlmenslons 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Various 39.37" (1 meter) wide 1 meter (39.37") wide meter (39.37") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 39.37' (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Test Specification ASTM D 2178 ASTM D 3909 ASTM D 4897 D 3672 ASTM D 4897 D 3672 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D-6164 • ASTM D -6164 ASTM D-6164 ASTM D4601, Type II UL Type 02 BUR ASTM D 6163 ASTMD5147 ASTM D 6222 ASTM D 5147 • . •.. • • • ••• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ... • • • • • ••• Product Description.. • .. • •. • • • •... . . • . .. . Type N asphalt im . pre�nitad . Mass felt with • • ••• ... • • asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral gr�le). • • • • • • • • SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber Mat. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. • NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 3 of 21 • • Fiberglass base sheet impydga:iti &id : ::.. .. coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Premium glass fiber reinforced SBS - modified base sheet • .• 1 Deck Type 1: Wood, Non - insulated Deck Description: 19 / 32 ' or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. • . . • . Base sheet: GAFGLAS #80 UltimaTu Base Sheet, STRATAVENT® Elim�tof Perforated • • • • • • • • Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dr" Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTx 6, GAPGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows . 12" o.c. in the field. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yni 6, GAFGLAS #75 Base Sheet or any of above Base . sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure -45 psf, See General limitation #7) GAFGLAS Flex PlyT' 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure -52.5 ps f, See General Limitation 17) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFITTE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec (GAFLITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure -60 psf, General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTTTE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -75 psf, See General limitation #7) Ply Sheet: One or more plies of GAFGLAS® PLY 4®, GAFGLAS® PLY 611) ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 18 of 21 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or . .. ... • • ... anchor sheet. : ... • : ... 2. Minimum Vs" Dens Deck or 1 Type X gypsum board is acceptable to be installedArect15 pv4the • • •. • wood deck. •• • • • •• ••• •• � GENERAL LIMITATIONS: • • • 1. Fire classification is not part of this acceptance, refer to a current Approved Rodfmm MaterffiS • • • Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs.sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be 'applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs.sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended . corners and comers). (When this limitation is specifically referred within this NOA, General Limitation in will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE • • ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • .s • • • • • • • • • • • • • • • • • • • • • • . • • • • NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 21 of 21 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued r ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or SLAS #80 ULTIMA" ) is a suitable alternate for Type Cl asphalt glass ily sheet ( "GAFGLAS Ply 4" or " GAFGLAS Ply 6 ") in the Class A, B or systems indicated below. roof deck may first be covered with a Type G2 asphalt glass mat base "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF lent Eliminator Venting Base Sheet (Nailable)" . Perforated to be ad and nailable to be mechanically attached granule side down. in option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base "GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base (Nailable)" may be substituted for Cl asphalt glass fiber ply sheet 'GLAS Ply 4" or "GAFGLAS Ply 6 ") as the nailed base ply in the ing systems. . )m ply or base sheet may be solid mopped, spot mopped or mechani- astened ss otherwise indicated, all insulations may be hot mopped or mechani- astened. FGLAS Flashing" or " Ruberoid" may be used for flashing in.any of the A, B or C systems listed below. •n "perlite" is referenced, this includes "GAFTEMP PERMALTTE®" or her UL Classified perlite insulation. . :hed stone or slag are suitable alternates for gravel in any of the Class A, ' systems listed. :heal cement fiber building units are considered suitable to be included :ck in the following Class A, B or C systems listed over C -15/32 or NC. use of gypsum board under any of the following Class A, B or C systems .ot adversely effect the rating. The use of 1/2 in. min gypsum board is an able alternate for insulation over C -15/32 decks. use of polystyrene insulation board between min 3/4 in. perlite board eck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a • le alternate for isocyanurate board in the following Class A, B or C A EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA „uard RA" may be substituted for any Atlas polyisocyanurate irisula- • n of the following Classifications. "Perna Mop" may be utilized with any of the following "Asphalt stems with Hot Roofing Asphalt". LAS #80 Premium Base Sheet may be used in any of the following is. FGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ". FTEMP Permalite Recover Board" may be used in lieu of perlite lion in any of the following NC Classifications. Class A,,.B and C . roofing asphalt, for use with organic and glass felts or modified bitumen ranes. >eroid Heat Weld" SBS roofing membrane may be used in lieu. of roid Mop' SBS products in any applicable Classification. 1 Class A k: C -15/32 Incline: 3 n3nlation (Optional): One or more layers perlite, wood fiber, glass iber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ irethane composite, wood fiber /isocyanurate.composite,' phenolic, any hickness. - . • ?ly Sheet: Three or. more layers Type Cl "GAFG,LAS Ply 4;' or 'GAFGLAS Ply 6 ", hot mopped. surfacing: Gravel„,,.. eck: C -15/32 Incline: 2 _mutation (Optional): One or more layers perlite, wood fiber, glass iber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ irethane composite, wood fiber /isocyanurate composite, phenolic, any hickness. ?ly Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or ' GAFGLAS Ply 6 ". Zap Sheet: One layer Type. G3. " GAFGLAS Mineral Surfaced Cap ;heel". eck: NC Incline: 2 lation (Optional): One or more layers perlite, wood fiber, glass isocyanurate, urethane, perlite /isocyanurate composite,: perlite/ Wane composite, wood fiber /isocyanurate composite, phenolic, 2 in. heet: Two or more layers Type Gl " GAFGLAS Ply. 4" or "GAF - ;LAS Ply 6 ". • =ap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap ;heet ". . eck: NC Incline: 1/2 nsulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. 2004 ROOFING MATERIALS AND SYSTEMS DIRECTORY 1. 5. i 6. 7. 8. 1. • 2. 1. • • ••• • • • • •• •• • • • •• •• $ • • • • • • • • • ., • • • ••• • • .. • • • • • • • . • • • .• • • • .• ••• ROOF COVERING MATERIALS (TEVT) 173 Roofing Systems (TGFU) —C, ntigVgii • • • • • • • •• •• ' • • • Ply Sheet: Any UL Classified gravel surfaced Class A asphal4 glasslber • •. - mat system. • • • • • • • • • . • it • • ••• ••• • • :? Deck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: One layer Type G2 "GAFGLAS #W5 Base Cheat" (nay be. • nailed). • • •• • • • • • • • ••• • • • • •• Ply Sheet: One or more layers Type G1 " GAFGLAS Ply $" i r QArlyi1SS Ply 6 ". _ — ' • • • • • Cap Sheet: One layer Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". Deck: NC Incline: 3 Base Sheet: One layer Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet: One or more layers Type Cl " GAFGLAS Ply 4" or "GAF - GLAS Ply 6 ". .. Cap Sheet: One layer Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". Deck: C -15/32 Incline: 2 Insulation: • One or more layers perlite, glass • fiber, isocyanurate, ure- thane, perlite / isocyanurate composite, perlite /urethane composite, phe- nolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers Type Gl, G2 or G3. Membrane: " One or more layers " Ruberoid Torch" (Smooth or Granule), " Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: " GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Deck: C -15/32 • Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Base Sheet:. Two or more layers Type G2 or G3. Ply Sheet (Optional): One or more layers Type Gl. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), • " Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Srxtooth.or Granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class B Deck: C -15/32 . Incline: 3-1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. ' Ply Sheet: Two or more layers Type Cl " GAFGLAS Ply 4" or "GAF - GLAS Ply 6" ' Cap Sheet: Type G3 " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Deck: C -15/32 Incline: 3-1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers Type Gl, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid .Torch.Plus" (granule), "Ruberoid Mop" (Smooth or Granule) or " Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Class C Deck: C -15/32 Incline: 1/2 Insulation (Optional):. One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type Cl " GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Special Roofing Bitumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. is Roof System Manufacturer: L Fe . / /'P * (. ' :: :' • • Notice of Acceptance Number: '" ... • ' • • "' ' Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): • 1 7 ea -. P2: 22° ! P3: ZZ' Maximum Design Pressure. (From the NOA Specific System): / f -P Method of Tile Attachment:. f Ahe.si ye (tweb rti uv 1 Roof Slope: :12 Ridge Ventilation? o Mean Roof Height: I L I nfa R 4- Florida Building Code Edition 2904 _ : : • - • - is • : : High Velocity Hurricane Zone Uniform Permit Appliration`Fcr►n •�• • : - Section D (Steep Sloped Roof Svs:Arxti • :a: " ': • • :• : ::• • •••• • Steep Sloped Roof System Description Deck Type: Underlayment Type: C-D X 71-yoicob Insulation: Fire Barrier: Fastener Type & Spacing: l Adhesive Type: Cap Sheet Ty Roof Covering: Drip Edge Type & Size: •..• • •• • • • • #ao M/ Type -� 4 Rs )/+ i. I5 z -mow, " pe: I se ■dd1- Tpe -I G � `Ti if t Stec Lip y Oevike5- 71-p' 3X3G4Ak210i4 Where to Obtain Information Description Symbol • Where to Find Design Pressure P I or P2 or P3 RAS 127 Table I or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope B Job Site Aerodynamic Multiplier l 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 F Calculated Average Tile Weight W NOA Tile Dimensions I = length w = width NOA All calculations must be submitted to the Building Official at the time of permit application. M Required Moment Resistance* 15' 20' 25' 30' 40' Mean Roof Height -- Roof Slope - 2:12 34.4 36.5 38.2 39.7 42.2 3:12.,. 321 34.4 36.0 37.4 39.8 ffrg't:2,iL, r ' 'i 30:4: . 32.2 33.8 35.1 37.3 5:12 '28.4 30.1 31.6 32.8 34.9 • 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 ":• Florida Building Code Edition 2004 = : ' -• : •• :: ' : : High Velocity Hurricane Zone Uniform Permit Ap,licatiorl For n -. •:. . . : . • E (Tile Calcuiatiu-n j . >:•:. .:•:--.: • . •• :::' • •••• •••• For Moment based tile systems, choose either Method 1 or 2. - Compare the • • alues 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 tile attachment method is acceptable. ' _ - _ _ - -_ • •- _; -. • • . • • • • • • / Method 1: Mome t Based Tile Calculations Pei- RA3 :12r: '- ' • • • (P xXsZg9 = i ) - Ms: CP. /b = M r t . NOA (P2: /t0 xX,'Z89 = . ' �•, ' )- Mg: 4,,11( = ?..2,9 NOA M (P3: /0010 x X , , Z :' - 29.8'8 ) - M ., r3 ZZe 9 NOA M Method 2: Simplified Tile Calculation Per Table Below Required Moment of Resistance (M From Table Below 50 • f - NOA Mr *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. Compare 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 Calculations Per RAS 127 (P,: x 1: = x w: = ) = W: x cos9: = F NOA F' (P x l: = x w: = ) - W: x cos9: = F NOA F' (P x l: = x w: = ) - W: x cos9: = F NOA F' MM1� ADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier. Lifetlle, LLC 135 NW 20`" Street Boca Raton, FL 33431 „.! P,F oco 1 W MIAMI-D.B.pF COUNTY, .LOR1D# •. MET4'-DAM FIAC P. 13:1Lrjm i :: • •41? WEST FIi44L2R %TREFr, SUITE 1643: : : MI 1i, FLCORIUA ?3130 -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: Villa, Roll, and Capri Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub- Category: Low Profile Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Monier Lifetile LLC 1= 16'/2" PA 112 Villa & Roll w = 13" %2" thick Monier Lifeitile LLC L = 17" PA 112 Capri Tile W= 12 '/ 8 " '/2" thick Trim Pieces 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test A¢encv Test Identifier Redland Technologies 7161 -03 Appendix III Redland Technologies 7161 -03 Appendix II Redland Technologies PO402 The Center for Applied Engineering, Inc. The Center for Applied En: 's- •Ig,Inc. :k .1 l • 94 -060B 94-084 PA 112 Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Wind Tunnel Testing PA 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) • • ... • • • 000 .. .. • • • .. .. • • • • • • • • • • • • • • ... • • • • • • • • • • • ..• • • • • ... • ..• ... • • . . • • .. • .... • • • • • . • ... • • • .. • ... .... • • • .. • • • .. ... .. • • • • • • • .• • • • • • ... .. Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Date Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 2 of 7 Test AQencv Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier P0631 -01 Letter Dated Aug. 1, 1994 224 -47099 25- 7094 -1 25- 7094 -7 25 -7094-4 Project No. 307025 Test #MDC -760 25- 7183 -1 25- 7183 -2 25- 7214 -2 25-7214-6 528454 -2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Test Name/Reaort • • = Wind Tunnel TTestiig_:" PA :08 (Mortar Cet) Wind Tunnel Testing PA 108,gNail. • Physical Properties • • PA 112; ••• Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) ❑ Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Aerodynamic Multipliers Two Patty Adhesive Set System • • ... • • • • .. .. • • • •. .. • • • • • • • • • • • • III • • • • • • • • • • • ... • • • • • .. ... D • • . . . • • • • I . • •. • . • • Juy :1994: • Aug. 1994 • • • .. ... 00 .I•.... :Veit :9114' :' I • • • • • ... .. Oct. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 March 1999 March 1995 February 1996 April 1996 December 1996 April 1999 April 1999 NOA No.: 02- 1205.05 Expiration Date: 12 /16/07 Approval Date: 01/02/03 Page 3 of 7 • • • • • • Table 3: Restoring Moments due to Gravity - M (ft-Ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Monier Lifetile Villa, Roll, and Capri Tile Battens Direct Deck Battens Direct Depk,a Battens ; Direct Deck Battens Direct Deck Battens Direct Deck 5.57 6.30 5.48 Sis...915.5t • 5.37 6.05 5.24 5.90 5.09 5.73 Tabled: Average Weight (W) and Dimensions (I x w ) Tile Profile • Weight -W (lbf) Length -I (ft) Width-w (ft) Monier Lifetile Villa and Roll Tile 9.1 1.33 1.08 Monier Lifetile Capri Tile 9.51 1.42 1.03 Table 2: Aerodynamic Multipliers - A. ft Tile Profile a , (ft) Batten Application X (ft) Direct Deck Appli n Monier Lifetile Villa, Roll and Capri Tile 0.267 - :,01285 ., 7 ' - 3. LIMITATIONS • • • • • • • • • •• • ••• • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • •• •• - • • • • •• •• • • • • • • • • ••••- -•• • - • • • • •••• -. • ••• ••• • • 3.1 Fire classification is not part of this acct, - - - 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;Dadf. County Certified Laboratory to resfosm • • quarterly test in accordance with TAS 112, apoeiidix `Av. - Sucb testing shalt Ie•subnuttedto• ••• • • 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 Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile and its components shall be installed in strict compliance with Roofmg Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 4 of 7 Table 4: Attachment Resistanco'Expresseeis a=Momoh; -?ii(ft1bf) for NaU.Qi# Stem - , -•.• • . • • :: :_ • _:_ Tile Profile Fastener Type Direct DOCK '' (min 15/32" plywood) ` . : . J J Direct deck (min. 19/32" �' .Plywood) • • .• V V V • • Battens • • • .. • 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Monier Ufetile Villa, Roll, and Capri Tile 2 -10d Ring Shank Nails 27.8 - _ , ' • • • • 28.8 • • 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 ' 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 43.0 67.5 50.9 1 Installation with a 4" the headlap and fastemers are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance . . Monier Ufetile Villa, Roll, and Capri Tile Adhesive 26.1' 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5k Attachment Resistance Expressed as a Moment .. �' : Cn° gie `Pa' ' ,' - Mf (ft -ibf) Tile Profile Tile Application - Minimum Attachment Resistance • Monier Lifetile Villa, Roll, an " t17Cti Polyfoam PolyProTM 86.61' Polyfoam PolyProTM 515 " I; 4 'me'paddy placement of 54grams of PolyProN. ,, 5 Medium paddy placement of 24grams of PoyProm. • • ••• • • • ••• J .! ... •••• • • • •• •• • • .. • • • • • • • • .. _ • • • • • • • • • •• • • • •• • • • • .. , .. • . • . • • • • •••• • NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 5 of 7 • •• • • • • • • • • • • • • • • • • •• •• • • • • • •• •• Table 5B: Attachment Resistanc9'F resse ;as for Mortai;te s t er ns Moneert V ' rAth,(fC 1bf) • J , :` • • • Tile Profile - Tile 4 Application 4 r Aitachment Resistance -- - Monier Lifetile Villa, Roll, and Capri Tile Mortar Sea J J V v v J v y J 20'6(1 • • • • • • v v ,V J v v v V v Vv ,V v PROFILE DRAWINGS v v vv, V N v MONIER LIFETILE VILLA CONCRETE ROOF TILE • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • •• • • • • • • • • • ••• • • • • ••• • • • • 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 Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be by copies of the following: 6.1.1 This Notice of Acceptance. . 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 6 of 7 • •• • • • • • • • • • • • • • • • • • • •• • •• • • • • • • • • • • • • ••• •• MONIER LIFETILE ROLL CONCRETE ROOF TILE MONIER LIFETILE CAPRI CONCRETE ROOF TILE END OF THIS ACCEPTANCE • • . .. • • • ... • • • • • • • • • • • • • • • • • • • • • • • • • • • - • • .. .. • ' • • - ." • • • • • • • • .. • • • • • • .. • • • NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01 /02/03 Page 7 of 7 .. ... • • • • • . . • • ... .. MIAMIDADE APPROVED: 06/148001 v • O U v � • • ••. • • • ••• •• •• • • • •• • • • • • • • • • • • • 1 IA1�II - D�DE E'AI NTV 1I1)RIDA • - - I:SETRaD E FLAGLER BUILDII&G BUILDING CODF.4011 PLIANCHOFFICB ` Rb -bAbE FLAdtER 132Jusoulo • 14(�W...S± •4GLE$ sritErr, svrrE °iiTAMI, FLORIDAS3P30 -156! PRODUCT CONTROL Polyfoam=Products, Inc. 2400 Spring - Stuebner Road Spring ,TX 77383 -1132 NOTICE OF ACCEPTANCE • (305) 375 -2901 FAX (305) 375 -2908 (305) ;7521 !AJ¢ (30V37 -2558 • • CONTRACP02zN1t01LCE11rENT DIVbfON • • (305) 375 -2966 FAX (305) 375 -2908 Your application for Notice of Acceptance (NOA) of: Two Component Polyurethane Foam Adhesive under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet' the requirements of the South Florida Building Code. The expense of such testing be incurred by the manufacturer. ACCEPTANCE NO.: 01-0521.02 EXPIRES: 05/10/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMM1TI EE 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. PRODUCT CONTROL DIVISION . (305) 375 -2902 FAX (305) 372 -6339 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office s04500011K.20001ker oes‘wdo• acceptance corer pale da Internet mail address: postmaster @buildingcodeonline.com Homepage: http ://www.buildingcodeonitne.com • • • • • •• Pol'vfoam Products, Inc. ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Roof Tile Adhesive Materials: Polyurethane 1. SCOPE This approves Polypro® A11160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® All 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems 2. PRODUCT DESCRIPTION Manufactured by Applicant Polypro® AH160 Foampro® RTF1000 ProPack® 30 & 100 Dimensions N/A N/A N/A 2.1 Components or products manufactured by others: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the use of Polypro AH160 roof tile adhesive. 2.2 Typical Physical Properties: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Test ASTM D 1622 ASTM D.1621 ASTM D 1623 ASTM D 2127 ASTME96 ASTM D 2126 2 ACCEPTANCE ; ••• • •; • Test Product Specifications Description PA 101 Two component polyurethane Dispensing Equipment Results 1.6 lbs./ft. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs.Ft 3.1 Perm / Inch • • ... • • • ... • ... • • • - • . • .. . 4proval bat iihing if, 200f Expiration Date: May 10, 2006 +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Chan e Humidity, 2 weeks Frank Zuloaga, RRC Product Control Examiner • • • . . • • • ..... • • • • • • • • • • .. • • • .. ... .. Dispensing Equipment Polyfoam Products, Inc, 3 ens MS • • ... • • • ..• ACCEPTkNCE lo. 5 >T U2 : . : . Note: The physical properties listed above are, presented a* typical average Ate: is detctmii41 by • •. • • accepted ASTM test methods and are vuhject to,pornalintanufr ctnriat'aflRaod. . . . . . • • • 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prapared•Roof Tile ••• .. Assembly for fire rating. - '.' ' ' ' ' '. • 3.2 Polypro® AH160 shall solely be use vath flat; low; 8i high tilen:trc .1 • s. • . � • ••• • 3.3 Minimum underlayments shall be in compliance With the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. 4. JNSTALLATION Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 4.2 Polypro®AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Nfiami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® AH160 shall not be exposed permanently to s Frank Zuloaga, RRC Product Control Examiner _ Table 1: Adhesive Placement ForE4cil Generic Jb Profile _ TileProfile . Placement. Detail Single paddy Weight . Min. (grams) _ _ Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 Polvfoam Products. Inc. 4 • • ••• • • • ••• • • • • • • • • • • • • • • •• AC(,ZJ FkNCE 10. j 0i-0440E • ••• vv V V V VN 4.8 Tiles must be adhered in freshly ap9lie1J adhesi e. Tile mustbe Al vtithin 20 3 .: • • • • • • minutes after Polypro® AH160 his ensed'.� J • • • • • • • : : • • • • • • 4.9 . Polypro® AH160 placement and v J y; u J : • • • • YP P uat pgt ,w sh.Bli be•in accordance with • • the Placement Details' herein. Each generic tile profile requires the specific placement noted hereon, u u , v • • • • • • • ••• • • • 5. LABELING All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. Frank Zuloaga, RRC Product Control Examiner •• • • • • • •.• •• Polyfoam Products. Inc. ADHESIVE PLACEMENTDETAIL 1_ • • . : • • • • • .. • • • • • • • • • • • • • • • • • • • SII•iGYX.PfATTY.,' • : • • • • • • • • • • • • • • 555 • ' • • + • _ 5 • • • • • • • • 555 • • • • • • • • • • • • - - - • • • • • • S • • • • • 555 • • • - , ACCi..E PTANCPI No.:: Stt-0525,e2 • • • • • • Frank Zuloaga, RRC Product Control Examiner Polyfoam Products, Inc. 6 • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • AComrTANCI No; :.91-16511 �b2 • • ADHESIVE PL4CEMENT DETAIL 2 _ . • . • • • : • • • . SINcrLE ?J rFY _ , : _. _.. • Nhh Withymwe l • • •• • • • •• •.• •• • •. I • • •• .•. •. . • : • • : 6 4: 34 ' - " * '' gyp ). . .' Frank Zuloaga, RRC Product Control Examiner Polyfoam Product, Inc. ADHESIVE PLACEMENT.DETAIL 3 _ • . • • • • • • : 1 . .: . .. • • • • • • • •• . . . • • • • • • 7 • • ••• • • - • • •• .• •• • • • •• •• • AC F.PT�,NCE 1Vo. • Q 22,02 • • • : • Frank Zuloaga, RRC Product Control Examiner Polyfoam Products, Inc. 8 END OF THIS ACCEPTANCE • • ••• • • • ••• •• •• • • • • • • • •• •• • • • • • • • • • • • • ACCEPTANCE:No. O1-O 2I4 • ••• • • • • • 1. Renewal of this Acceptance (approval) shall- bH considered z±Ser a r newri a pLrcatian bas bean filed : : • and the original submitted documents, includm test suuportiAg deal ,cnheri� ,dare no • • • • : older than eight (8) years. - - - - - - - - - 2. Any and all approved products shall be permanently labeled with the manufaalu,er's;a e, city • • • state, and the following statement: "Miami -nave • County Product Contrpi ;Appto�l;,. bras • • specifically stated in the specific conditions of this. A %eptance. - .. • • • • • • • • • • • ••• •• 3. Renewals of Acceptance will not be considered if a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 8. Frank Zuloaga, RRC Product Control Examiner Polvfoam Products Inc. NOTICE OF ACCEPTANCE: A. DRAWINGS: NONE B. TESTS: Test Agency Center for Applied Engineering Center for Applied Engineering Center for Applied Engineering Center for Applied Engineering Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Celotex Corp. Testing Services Celotex Corp. Testing Services (For FieONI Test Identifier #94 -060 257818 -1PA 25- 7438 -3 25- 7438 -4 25- 7438 -7 25 -7492 NB-589 -631 9637 -92 01- 6743 -011 01- 6739- 062b[1] 7050.02.96 -1 528454 -2 -1 528454-9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 E-1 • .v &t part�of - VOA:). v :.,: . • •_ • V V J V J ▪ V J et NIr;eIuort • • Miami Dade Protocol PA 101 Miami Dade Protocol PA 101 SSTD 11-93 • • •• • . • • • • • • •.• ••• •. • • • • • •• .• • _ • • • • • • • . • •...• 04/08/94 12/16/96 10/25/95 SSTD 11-93 11/02/95 SSTD 11-93 12112/95 ASTM D 1623 02/01/94 ASTM E 108 04/30/93 ASTM E 108 11/16/94 ASTM E 84 01/16/95 PA 114 03/14/96 Miami Dade Protocol PA 101 10/23/98 Miami Dade Protocol PA 101 12t28/98 Miami Dade Protocol • Frank Zuloaga, RRC Product Control Examiner ° "R • • ••. • • • ••• . ., .. _„ .. •• • . • . • . ••. •• • . • • • Polyfoam Products Inc, ACCEPTANCE NoE : :.:. NOTICE OF ACCEPTANCE: _ Y DENC D . • .. .. .. • • • • (For Pile 0A7.7. JN,t paid of fijO.4. » :: ::: • : .. • • . .. ... • • .. .. v �. • • • • • . . . • • • • C. CALCULATIONS: Walker Engineerin, Ind., E+ a uhti of T 4a 0:647F9 • • D. MATERIAL CERTIFICATIONS: NONE E. STATEMENTS: NONE E-2 Frank Zuloaga, RRC Product Control Examiner RE -ROOF REVISION 6/5/2006 JAN 2 3 2007 l Z� Passed b Inspector Comments NEED REVISION OF PERMIT BY FINAL INSPECTION. CHANGE TILE FROM MONIER TO ENTEGRA. 1/23/07 CG Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 01/23/2007 Inspector: Grande, Claudio Owner: Job Address: Project: <NONE> Tuesday, January 23, 2007 MARKEN, SCOT AND CHERYL 134 100 Street NE Miami Shores Village, FL 33138- Contractor: DESIGN HOME REMODELING CORP Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 rmit N um r: Inspection umber: 6-1227 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number (305)758 -3411 Parcel Number 1132060132150 Lot: Phone: 305 - 949 -2627 Page 1 of 1 Date PERMIT APPLICATIION FOR MIAMI SHORES VILLAGE /� _(/ afe / f Tax Folio J Job Address i / DO , Legal Description Owner/Lessee / Tenant n1 O.r 13 1* M Gv 4 c€, Master Permit # 3 S'Z Owner's Address > N E ( 00 S If Phone %�� %7" 00 1 Contracting Co. 4 l2 PLC Ik CO P Qualifier (_ Locales A€ (f State # (CC C) S, ( D 1 Munici P al # Architect/Engineer Bonding Company Mortgagor WORK DESCRIPTION +6 S �rh e re Square Ft con c,7 Signa e of o 'otary as to • :. an ► My Co _ Fd.rp i NOTAR GLADYS I VILIAR NOTARY PUBLIC STATE OF FLORIDA COMION NO. CC7I4103 PAY COIce. SSIO' ry } FEES: PERMIT RADON (cA r Condo President O DOR s s V i' ondo President Date C.C.F. Historically Designated: Yes No Address Address Address SS# Competency # Address NF 71 - 405 - ?S (-C /7j Ins. Co. 13 v ' � t1 O`er, (A Permit Type (circle one): BUILDING ELECTRICAL ICAL PLUMBING MECHANICAL} ROOFING AVING FENCE SIGN ( 1?-. ,, C - ( S P s\k-e( cV ce 5 1 -(-:(e Q f k-e�� !�'� S W coL.0t. err &kc ` -p`9.‘ ( Estimated Cost (value) ` t V 0m 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 ; . wo laws regulating construction and zoning. Furthermore, I authorize the above -n: • •ntr: ctor t d My Commission Expires: tl be e wor 4 ignature of Contractor or 0 uilder IF 2/) NOTARY ne in 1• lance with all applicable stat Date Notary as to Contractor or Owner- BmIder' /Z/A . g//b/C/ - to SEAL O P Vd e, BARBARA OFFICIAL ANN NOTARY FUOAW 2 j If C1 Q commission NUMBER CC723468 Q o MY C OPAMISSION EXPIRES O MAR. 29,2002 BOND 3 TOTAL DUE - 34 APPROVED: Zoning Building r l P < Electrical Mechanical Plumbing Engineering Owner's Name and Address RUteFir Registered Architect and /or Engineer STATE OF FLORIDA, 1 COUNTY OF DADE. j ss• MIAMI SHORES VILLAGE ff3G -Sr7 BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statc,,,ent ur the plans and specifications herewith submitted for the build in 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 iuilding 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 prggreu of the work. Date...—...- _ ,19 ..__ Street./YZ" /O.Q _ . 57 ' Name and address of licensed contractor ?JON €.C:ft.. .... .Q 0; //N 17.... 9 �! ..Cz /52A/ •/• hz 4.X {-cZ Location and legal description of lot to be built on: /J d r� � (A/J / Lot 1C F /.2 l/ Block /e.e. Subdivision /f /4/u/ 5 f rPC S - C Street and Number where work is to be done.....1. :. 7.._ A/ L. ....... /Q .�. State work to be done and of bu purpose ' Iding (by floors ).���U °� �/ 7 4 L�_ �l°�lV /,S >y Tim E" 1 � U � - ...._......_......_......_ .... _ �.._...._ _..... ..._.._.._._ and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering.. 0 ��........ '' // yU Estimated Total cost of improvements $ ..:�, J Amount of Permit $ . O' ,949 r Zone cubage required .Plan Cubage Distance • to next nearest building. Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.. The undersigned applicant for this building permit does hereby certify that he understands and ccepts his obligations as an employer of labor under the Florida \\vorknten•s Compensation Act, being Section 5966, Compiled General a s of F orida, P nmanent Supplement, and has complied with the provisions thereof, and will require similar compliance from • , atr et., s ��, �A. cont ors en uyeJ by bins in the work to be perforn,c under this permit; and will post or cause to be posted for cilon ;�1' of h cork s ublic n• vice or notices as are required by the Act. The undersigned agrees to employ only j ' actor r rk f perf and �th' permit, as are licensed by Miami Shores Village. / / A / / Remarks ( fined �(' / irt° f h /�zac� �t Before me, the undersigned authority, a notary puic, duly authorized to administer oaths and take acknowledgments, personally ap- peared 44 g / v / e. to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. /�i�S/ i /\/T 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.._./2r� 1 Date Pi � _ Disapproved ........_.._._ Date ( Signed) ... ..... . Building Inspector Rea Sworn to and Subscribed bef Notary Public, State of-Florida My Commission Expires.. i - ubiic State L7 l=lorida rnyttfmlliisston Expires fioit..23; 1992 PLANNING BOARD DATE to TINU USF & G Chair.nan 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 Pl.uinir.;; Board. A re-inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials anti /or workmanship. Owner's Name and Address k State work to be done and purpose of building (by floors)._ STATE OF FLORIDA, 1 . COUNTY OF DADE. j ss' Disapproved : (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby upndc for the approval of the detailed statement in cne 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 iuilding 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. • Streete'.4.:. /... b:s:{r�(...�. Registered Architect and /or Engineer ..:.. .........•,,..,,,, 1'9“•,•,,,..a,e- . -:,. Name and address of licensed contractor ' a „l 4��? A �5..�. A g description and legal descri tion of lot to be Vuilt on: ' Lot Block Subdivision �tr / `�'. .�.__ Street and Number where work is to be done e .. <v/.. ! .. ,L L2Z1 .__'_ _ _ _- ._.... __ Date Notary Public, State of Florida Building Inspector My Commission Expires and for no other purpose. New Bui!ding Renpodcling Addition Repair No. of Storoes.. To'be constructed of Kind of foundation Roof 9vering Estimate Total cost of improvements $ /496 ° 4"1 Amount of Permit S. V. t O Zone cubage required Plan Cubage Distance to next nearest building. Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966. Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under is permit, as are licensed by Miami Shores Village. Remarks .—_._. —_ (Signe Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that lie 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. L Date Read, Sworn to and Subscribed before me. 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 Pl.mnnir.;.t Board. A rc•in.pection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building rK1', MIAMI SHORES VILLAGE. FLORIDA ❑ D PERMIT N? 5421 CON °-OR BUILDER Architect Contractor or Builder ,.. _ . I "., - f d �,-D Legal Lot Description II BI Address of a Building ; `� G 6 Work to be performed under this Permit Subdi- vision Value of Project $ 1 t" L. r DATE zy;? a -4)195 7 Contractor's License No. BY AUTHORITY Amount of Permit $ 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 application 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 responsibility for work done by his agents, servants or employees. ¢° • Signed.�` iiisa , INSPECTOR r In consideration of the issuance to me of this permit I agree to perform the work covere hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac• cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. 6 'r• a✓a MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address._.!? ..� i� -� Registered Architect and /or Enginee Name and address of licensed contractor-- - e " Location and legal description of lot to be built on: Lot Block / Subdivision. 7 _ .._._ Street and Number where work is to be done..... 1. ..._ ,• /40v State work to be done and purpose of building (by floors) � � Disapproved , r // Date (Signed) Date No.. ,, .S y.71..f.. Street.._ AP and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind foundation O Roof Covering Estimated Total cost of improvements $ l p2 Amount of Permit $ Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. i % �,'�r 1� .��!I . Remarks (Signed) 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 ., 19,5 7 to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No ( sate T (S-S-7 Read, Sworn to and Subscribed before me. Notary Public, State of Florida Buildin_ 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 improper notice for inspection or faulty materials and /or workmanship.