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846 NE 97 St (8)BUILDING PERMIT APPLICATION FBC 2001 Owner's Address City Tenan essee Name $ Value of Work For this Permit /4 aces Education/Training Fee Miami Shores Village Building Department $ s' Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) � r 0 i vii9 5-1477 44 Phone # E ALE 97 S - ee es State , City C0 �? � n J 2° � . State Permit No. " e Y t 1 —11S Master Permit No. Zip g Phone # Square Footage Of Work: / County Escrow Fee $ Permit Fee $ 3 P Notary $ • � Tech $ go / 3 Scanning $ Code Enforcement $. _." . Bond $ Struct. $ -- Minus Plans Check ? $ 00 Total Fee Now Due $ 31D o 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Job Address (where the work is being done) 8' 5/6 A) 6 9 7 -se/zee-4 p County Miami -Dade Zip ' / 1 a City Miami Shores Village ty Is Building Historically Designated YES NO Contractor's Company Name f 't.USe0 it.k. ;'0�`6 Phone# 16S - .- C`-Z — d1 )-/a Contractor's Address d 3 ( Q City yre.-1k. State - Pi O�l� a Zip ,� Qualifier So (4'L l ' i t c7i'l?jZe" Architect/Engineer's Name (if applicable) , cif 'orflr�y ' ��'� - Phone # '� — of gg Architect/Engineer's Address S-00 Zip Sr /`� 3 06 Radon $ Baths Number of: Bays � --` Stories / Families / Bedrooms 3 Type of Work: BA "del ❑Alteration :New ❑ Repair/Replace ❑ Demolition � �� Describe Work: �, ,- � e E V'S 4 i' 4 - t c4i �c toe f j 1 b 2 44-3 0 Are T,,,, ,,ti '(,� . w. (-0 -f- Tr, -n, • hJ- 1" (coo 12-0 01' 'VIE ,k « * * * * * * * *,k,k,t ,,, ,,,.. * * * * * * ** Fees **«* ,k * * * * * « *. *. * * * * * * * * * ** o y" (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State :7/7/03 Mortgage Lender's Name (if applicable) Mortgage Lender's A4dress City 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 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 g OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and tha all work will be done in compliance with all laws regulating construction and zoning. t 11 "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCl T CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE G COMMENCEMENT." OF Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose roper pp cant must P p ty 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, will not be approved and a reinspection fee will be charged. ,the Manl 4y Commission Expires: A: * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** tate Certificate or Registration No. State Owner or Agent The foregoing instrument was acknowledged before me this Th Contractor � , � The foregoin instrument was acknowledged before me this day oi`1� , ' 20(23, by 1 1/ d" !'�Ul� flay of ® V 20 63 by who is personally known to me or who has produced • Mj J 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 PUBLI Sign: Print: Zip My Commission Expires: ********************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) Certificate of Competency No. PPLICATION APPROVED BY: FEB 1 1 2O 4 Plans Examiner Engineer Zoning 2 aos,d\ SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. D M 5 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). .51'15 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. • 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5115 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 5 A5 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. • Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A, B, C 1,2,3,4,5,6,7 Prescriptive BUR RAS 150 A, B,C 4,5,6,7 Asphaltic Shingles A, B, D 1,2,4,5,6,7 Concrete or Clay Tile A, B, D, E 1,2,3,4,5,6,7 Metal Roofs . A, B, D 1,2,3,4,5,6,7 Wood Shingles and Shakes A, B, D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION I► NOA Cover Sheet it NOA Specific System Description NOA Specific System Limitations NOA General Limitations ■ Applicable Detail Drawings INSTRUCTION PAGE ATTACHMENTS REQUIRED 1. Fire Directory Listing Page 2. From the Miami -Dade County Notice of Acceptance Any other additional data reasonably required by the Building Official to determine the integrity of the roofing system. Page 1 COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW. 3. Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Appendix " F" Form) Re- roofing or Repairs Only 7. Any Required Roof Testing/Calculation Documentation Page 1 of 1 1 High Velocity Hurricane Zone Uniform Roofing Permit Application MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Master Permit No. Contractor's Name: . 1 P Ck o`La (..o&Ivy dew ❑ Low Slope ❑ Asphaltic Shingles ❑ Prescriptive BUR -RAS 150 Low slope roof area (f 2) Section A (General Information) Process No. ❑ Other. Steep Sloped area (ft?) Job Address: 18 4e1 N m ( II Roof Category ❑ Mechanically Fastened Tile .Mortar /Adhesive Set Tile ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Roof Type New Roof Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes ❑ No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. 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ERUU EE ■n■li■■■U■■.■ ■■M■ ■■UUURUEUM■ ■■■ ■■ UM MRE M■E■ RM EE RM■ R■■ UUERE M■■ UM■ ■■■■■ ■R■■ ■ ■■MEMR ■U ■■ U■■■■■■■■■■■■■■■■■■■■■■■■■■N LAR ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■E■.E■E■■■■■MR■■■ MME■■■■■■■■■■ ■M■MMEMMIM ■M■ERM■MMMMMU■M■R■MR ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■■MMM■MMEM■MMEMMU■M■■■UMERMIU ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■MMUE■■■■E■U■■MER■M■M■RREUMRE ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■MMMU■■■E ■ ■M■■EM■■■MMIMMEM ■M■ 11.111 AMR KW MMARMIUMMIRMAREMMERMIKESEMERMR Page 2 1 Total (ft.') 3 `1 - '-' Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Roof Slope: ra Roof Mean Height No 1 Ridge Ventilation: I Method of Tile Attachment Alternate Tile Attachment Method: Clip Spacing for Metal Roof Panels Field:I Perimeters: Perimeter Width: I • 900 Con } - J 4,n • 1 Section D (Steep Sloped Roof System) Comers: I Sloped System Description Page 4 Deck Type: Altemate Deck Type: I Oil° V. 15/8" Plywood I Underlayment type: Insulation/Fire Barrier Board: Optional Naiiable Substrate: Fasteners: 1 \' .04)0 I Cap Sheet Type /Adhesive Type: Mt g n w , J 140 TAB-- Roof Coveting: IAAAS014 Vo04L 1f k Roof Covering Attachment Method: poly Fo A pdhs.s6I ST+ Drip Edge Size & Gauge Drip Edge Material Type: Drip Edge Fastener Type: Hook Strip /Cleat ga. or weight 12 " face 26ga. I� Galvinized Metal II 12k,ta.. a6 Coa. MERE Page 1 of 1 Roof System Manufacturer :I IA AASOkt Po( +;k.. I Notice of Acceptance Number. I 01 0 9 k(0 .0i- Minimum Design Wind Pressures, tf Applicable (from RAS 127 or Calculations): P1: 4 6 -0 P2:I tiir•t IP3: �T i Maximum Design Wind Pressures, (From the PCA Specific system): I t. I � v High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Roof Slope: ra Roof Mean Height No 1 Ridge Ventilation: I Method of Tile Attachment Alternate Tile Attachment Method: Clip Spacing for Metal Roof Panels Field:I Perimeters: Perimeter Width: I • 900 Con } - J 4,n • 1 Section D (Steep Sloped Roof System) Comers: I Sloped System Description Page 4 Deck Type: Altemate Deck Type: I Oil° V. 15/8" Plywood I Underlayment type: Insulation/Fire Barrier Board: Optional Naiiable Substrate: Fasteners: 1 \' .04)0 I Cap Sheet Type /Adhesive Type: Mt g n w , J 140 TAB-- Roof Coveting: IAAAS014 Vo04L 1f k Roof Covering Attachment Method: poly Fo A pdhs.s6I ST+ Drip Edge Size & Gauge Drip Edge Material Type: Drip Edge Fastener Type: Hook Strip /Cleat ga. or weight 12 " face 26ga. I� Galvinized Metal II 12k,ta.. a6 Coa. MERE Page 1 of 1 Mean Roof Height in Feet 15' 20' 25' 30' 40' Roof Slope 1 1 1 1 1 2 :12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 __ x(80.4 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 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION _ Section E (Tile Calculations) For Moment based tile systems, chose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P1:I4C xAho 1- Mg:114. 0 °1= Mr1:IS,7 1 NOA Mf: P2: .I IxAI,3V\ I- Mg: Fa Mr1: I I NOA Mf: P 3: - I x A f ‘1 t - Mg: 1= Mr1: NOA Mf: Method 2 "Simplified Tile Calculation Per Table Below" Mr Required Moment Resistance* Required Moment of Resistance (Mr) From the Table Below: 1,5 1 NOA Mf: *This Table must be used in conjunction with a list of moment based tile 1 systems endorsed by the Broward county Board of Rules and Appeals. Page 5 kDf f�6 Page 1 of 1 MIA MFDAL?E BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile d.b.a. Pioneer Concrete Tile 1340 SW 34 Ave Deerfield Beach, FL 33442 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: Regal/Spanish "S" II Roof Tile LABELING: Each unit shall bear a permancnt label with the manufacturcr'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 thc 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 thc 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 I through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC MIAMMI -DADE COUNTY, FLORIDA • METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 NOA No.: 02- 0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE This renews a roofing system using Hanson Regal /Spanish `S' II Concrete Roof Tile, as manufactured by Harlon Roof Tile d.b.a.Pioneer Concrete Tile described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable building code do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Hanson Regal / Spanish "S" II Tile Trim Pieces Dimensions Length: 17 '/4" Width: 13 1/4" %2" thick Length: varies Width: varies Test Specifications TAS 112 TAS 112 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OT)IERS Test Product Specifications Description TAS 114 Corrosion resistant screw Tile Nails Min. l0dx 3" Appendix E smooth shank nails #8x 2 '2" long 0.335" head TAS 114 dia. Appendix E 0. 131" shank Product Tile Screws Roof Tile Mortar ( "TileTiteT "l ") Roof Tile Mortar ( "Quikrctc® Roof Tile Mortar #1140 ") Roof Ti le Mortar ( "BONSAL® Roof Tile Mortar Mix ") Dimensions dia. 0. 175" screw thread dia. N/A TAS 123 N/A N/A TAS 123 TAS 123 Corrosion resistant, coated, Generic square drive, galvanized, (With current NOA) coarse thread wood screws Prepared mortar mix Bermuda Roof designed for mortar set roof Company, Inc. (with tile applications. (With current NOA) Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Product Description High profile concrete roof tile 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. Manufacturer or Generic (With current NOA) Quikrete Construction Products (With current NOA) W. R. Bonsal Co. (With current NOA) NOA No.: 02- 0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 2 of 6 Roof Tile Adhesive ( "Polypro® AH 160 ") Roof Tile Adhesive TileBond Hurricane Clip & Fasteners 2_ LIMITATIONS N/A Factory premixed canisters Clips Min. 'A" width Min. 0.060" thick' Clip Fasteners Min. 8d x 1 ''A" 4.2 Data For Attachment Calculations See NOA See NOA TAS 114 Appendix E Two - component polyurethane adhesive designed for adhesive set roof tile applications. Single component polyurethane foam roof tile adhesive Corrosion resistant clips with corrosion resistant nails. Polyfoam Products, Inc. (With current NOA) Flexible Products (With current NOA) Generic (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 in accordance. with RAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson Regal /Spanish `S' II Concrctc Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. NOA No.: 02- 0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 3 of 6 Table 3: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) For Nail-On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Hanson Regal /Spanish 'S' I I • 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 . #8 Screw 20.7 20.7, 18.1 2 . #8 Screws 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 2 -10d Ring Shank Nails' 1 33.1 J 48.1 1 45.2 Installation with a 4" tile headlap and fasterners are located a min. of 2W from head of tile. Table 4: Attachment Resistance Expressed as a Moment M f (ft -Ibf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Regal /Spanish 'S' 11 Adhesive 29.3' 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 1: Aerodynamic Multipliers - X (ft Tile Profile Tile 4 ": 12" X (ft 6": 12" X (ft Profile Batten s Batten Application Direct Deck Application Pioneer Regal /Spanish 'S' II Battens 0.287 0.311 Table 2: Restoring Moments due to Gravity - M„ (ft-Ibf) Tile Profile 3 ": 12" 4 ": 12" 5 ": 12" 6": 12" 7 ": 12" or greater Pioneer Regal /Spanis h 'S' II Batten s Direct Deck Battens Direct Deck Battens Direct Deck Batten s Direct Deck Batten s Direct Deck 7.77 8.34 7.65 8.20 7.49 8.03 7.30 7.83 7.10 7.61 NOA No.: 02- 0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 4 of 6 Table 4A: Attachment Resistance Expressed as a Moment - M (ft -Ibf) For Single Patty Adhesive Set Systems Tile -Profile Tile Application Minimum Attachment Resistance Hanson Regal /Spanish 'S' 11 Polyfoam PolyPro 66.5 ____ Polyfoam PolyPro 38.7 4 Large paddy placement of 63grams of PolyPro . 5 Medium paddy placement of 24grams of PolyProTM'. Table 4B: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) For Mortar Set Systems Attachment Resistance qal %Spanish `S' 11 24.5 Tile Profile Hason Re Tile Application 'Mortal - Set 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 02- 0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 5 of 6 FASTENER HOLES UNDERLOCK PROFILE DRAWINGS OVERLOOK N 131/4 .> REGAL AKA SPANISH "S" II HANSON REGAL /SPANISH `S' II CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 02- 0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 6 of 6 MI?�MI.O , PRODUCT CONTROL NOTICE OF ACCEPTANCE Polyfoam Products, Inc. 2400 Spring- Stucbner Road Spring ,TX 77383 -1132 Your application for Notice of Acceptance (NOA) o1: Two Component Polyurethcne Fo:lm Adhesive The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0521.02 EXPIRES: 95 /10 /2006 This application for Product Approval has been Code and Product Review Committee to be used forth above. APPROVED: 06/14/200 11104 S 0 0011pc20001 kemplueslnotico 2aepanco corer pagc.do[ MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 110 WEST FLAGLER STREET. SUITE 1603 MIAMI, t'LORIl)A 3) I30 - I563 (305) 375 -2901 FAX (305)375-290N CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) )75-25511 CON TRACTOR 1sNFOItCE_MIENT DIVISION (305) )7S -2966 FAX (305) 375 - 2108 PRODUCT CONTROL DIVISION (3 ]75 -2002 FAX (305) )72-6)39 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 (I3CCO) 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 manufadturer's plant for quality control testing. If this . product or material fails to perform in the approved manner, BCCO may revoke, modify,.or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVI:RSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GI.N1?RAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE reviewed. by the BCCO and approved by the Building in Miami -Dade County, Florida under the conditions set Francisco J. Quintana, R.A. Director Miami -Dade County I3uilding Code Compliance Office Interact mail address: postmastcrJbuildingcodconli uc.com Homenate: httn /WWW,huiI.I inaenrlrnnlinn en.. Polyfoam Products, Inc. ACCEPTANCE No.: 01- 052102 ROOFING ASSEMBLY APPROVAL Category: Roofing ' Approval Date: June 14,2001 Sub- Catqgory: Roof Tile Adhesive Expiration Datc: May 10, 2006 Ma teris►Is: 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 fiat, low, and high profile roof tiles system using • Polypro® A1 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® A1-1160 f•oampro'; RTFI000 ProPack ® & 100 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Aps iubly having a current NOA which list uplift resistance values with the use of Polypro A11160 roof tile adhesive. 2.2 Typical Physical Properties: Property Test Density ASTM D 1622 Compressive ASTM D 162I Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Test Product Dimensions Specifications Description N/A PA 101 Two component polyurethane N/A Dispensing Equipment N/A Dispensing Equipment ASTM D 1.623 ASTM D 2127 ASTM E 96 ASTM D 2126 Results 1.6 IbsJft.' 18 PSI;Parallel to rise 12 PSI;Perpendicularto rise 28• PSl' Parallel to rise 0.08 Lbs./Ft 3.1 Pcnn / Inch +0.07% Volume Change @ -40 F.. 2 weeks ; +6.0% Volume Chance n I•Iumidty, 2 weeks Prink Zuloaga, RRC Product Control Examiner VLI VU/ VJ 1IIV ii. G% rn.. DVY illy .LV t . 1 VLSIVAYI 1 L\VLVVAN,111V. Polyfoam. Products, Tnc. ACCEPTANCE No.: 01- 0521.02 Note: The physical properties listed above arc presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. 3 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for tiro rating. 3.2 Polypro® AI shall solely used with flat, low, & high tilt; profiles. 3.3 Minimum underlaymcnts shall be in compliance with the Rooting Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH 160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. —) - w F'= 2 MS 4. INSTALLATION 4.1 Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH 160. 4.2 Polypro® A1 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® A1 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro® A1-1160 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 RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® A1-1160 shall not be exposed permanently to sunk Frank Zuloaga, RRC Product Control Examiner Polvfoam Products, Inc. • ••• v+aua a a••• o v a r +. v• • 4 ACCEPTANCE No.: 01-0521.02 4.8 Tiles must be adhered in freshly applied adhesive, Tile must be set within 2 to 3 minutes after Polypro® AH 160 has been dispensed. 4.9 Polypro® AH l60 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adl esive Placement For Each Generic "file Profile TileProfilc Flat, Low. High Profiles High Profile (2 Piece Barrel) Flat, Low, High Profiles Flat, Low, High Profiles Placement Detail #I # 1 #2 #3 Single Paddy Weight Min. (grams) 35 17 /side on cap and 34 /pan 24 Two Paddy Weight per paddy Min. (grams) N/A N/A N/A 8 5. LABELING All Polypro® AH 160 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. Fra zuloagl, RRC Product Control Examiner ■}J vv , Polyfoam Products, Inc. Nall through plastic eemenl Ern eoune only: Wep adhaalve approa. /hi. up front saepholea ACCEPTANCE No.: 01- 0521.02 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Parley (Beneath Tlla) Fade Eavo Closure 5 Na0 Ihrough plasllc eemanl Undariaymeni 1 10 In. Ears Came Eavc crone oily: hoop adhadva appeal, 4 In. up from waapholaa Paddy (Banaatb TIN) Fitch Wrphalr Eve doom Drip edge (Okra tae's for aqua, Inches In crud wllh tha pan Ilia sleep pitch *Orations Than Install the OIL I) Tom cows upalda down. PUN adhealva 1171n.` / a edge of rover IOa 1) Place enough adhesive Io acNove it to 2I Undadaylnonl 1 lop poAon of OUP ova scone cover Ole. Abut to second roue at pan Ca. Eason saes and of Pan end rover eta art Aush a am (Ina, Era chum Weaphola heals (mMNrehawn) Frank Zuloaga, ft KC I'roduct Control Examiner 110 through plasOc amen) Dptknal Pai l•4ln Motu on Iorgitudkal sego of Oh SheaWng • Polyfoam Products, Inc. Underlayment Eire Corte • ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nail through plastic cement Paddy (Beneath Tl le) Underlayment 1 Eave Course ly"y� 71�. fl Eave Closure Faith Nail through plastic cement 7 In 6 ACCEPTANCE No. : 01-0521 02 Nall through plastic cement Underlayment 1 7 In, Ease Course Paddy (Beneath TIN) Fascia Werphele Fwe dosur. Drip edge Paddy (Beneath "(Pei Fascla Ear. Closure Prank Zuloaga, RRC Product Control Examiner VA/NV/ VO 1.1111J .L J. • rtn. Qu't VIV .S.V PolyfonniTroducts, Inc. ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Noll through plastic cement I v 3 in. Singlo paddy on under. layment Single paddy on top of the Single paddy undor the Paddy (betwoon die) Paddy (under Ole) Eave course 2 in. X 7 in. medium she paddy save Fascia course only Nail through plastic cement Underlayment Single paddy on top of the Eno Course Nall through plastic cement x 3 In. SIngie paddy on underlayment Single paddy on top of the Eave Course 7 ACCEPTANCE No. : 01-0521.02 Single paddy between the Eave Closure 2 In. 7 In. medium size paddy eave course only Fascia Frank Zuloaga, RRC Product Control Examiner SInglo paddy undor the Single paddy between tile 2 In. 11 in. medium size paddy cave course only F3SCIA Weephole Eave closure Drip edge ' VL/,VO/ VO • inu 11.4U rn.. o v u o y 1VYL f 1VLI1'VL11L Ll\VVUVIV,L V. Pdyfoam_Products, Ync. ACCEPTANCE No.: 01- 0521.02 Renewal of this Acccptancc (approval) shall be considered alter a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents. are no older than eight (8) years, 2, Any and all approved products shall be permanently labeled with the tnanttl'acturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c, If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and 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 bccn requested (through the filing of a revision application with appropriate fcc) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. • b. Misuse of this Acccptancc as an endorsement of any product, for sales, advertising or any other purposes. C. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advenising literature, If any portion of thc Notice of Acccptancc is displayed, then it shall be done in its entirety. 7. A copy of this Acccptancc as well as approved drawings and other documents, where it applies, shall be provided to thc user by thc manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. R. Failure to comply with any scction of this Acccptancc shall be cause for termination and removal of Acccptancc. 9. This Notice of Acceptance consists of pages 1 through 8. END OF THIS ACCEPTANCE 8 Frank Zuloaga, RRC Product Control Examiner M_'J vvv Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004 -175 Printed: 2/13/2004 Applicant: SILVIA MARIA STAN FORTH Owner: STANFORTH SILVIA MARIA JOB ADDRESS: 846 NE 97 ST Contractor A -1 CUSTOM ROOFING Local Phone: 305 - 263 - 9210 Parcel # 1132060142730 Signed: (INSPECTOR) Building Permit Contractor's Address: 6761 S W 2ND STREET Page 1 of 1 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOT 10 & W1/2 LOT 9 BLK 74 LOT SIZE 75.000 Fees: Description Amount FEE2004 -1506 Building Fee $325.00 FEE2004 -1507 CCF $6.00 FEE2004 -1508 Training and Education Fee $2.00 FEE2004 -1509 Technology Fee $8.13 FEE2004 -1510 Scanning Fee $9.00 Total Fees: $350.13 Total Fees: $350.13 ,, Total ReceinLts: �U b0 �`�' 3 3 o 13 Permit Status: APPROVED Permit Expiration: 8/8/2004 Construction Value: $10,000.00 Work: ADD ROOF TO MASTER BEDROOM ADDITION INSTALL HANSON ROOF TILE COLOR THROUGH TILE In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: , . .... '. , - . .-:., : .a." .0 H.• '.'r ,,, , • . , .1 ...„ ; ,, Att. t t - ttt , --".- Al . 9 OPEraiG OPENING MARiti 1 DES03.1P11014 LOCATION ZONE ... OPENING T ELEV. II) OPENING DIMENSIONS WIDTH (ft) HEIGHT tit) MAXIMUM POSITIVE PRESSURE (psi) MAXIMUM NEGATIVE PRESSURE i,1s.f) SL2-23 ROLLING G 4 6,0 3.23 t 44.PR , — 49,23 5L34 ROLLtriG 5 4.5 4.23 SI. /3 1 4- 39 3.23 ÷4G.53 —5047 St. 22_ l• 5 lo 2,23 Is 44.53 -62,30 -, rn FgE: &C C 4 6,0 7 I 42. 1.4- — 4G- 9 S L I /23Z Ro 1.-LJ NG r ) 2.Z 2,., 23 r 41-4,5 3 51 24 Roi.f..1 NG 4 3.0 4.23 f 44, 49 -49.23 .--\ ' - e FLORIDA BUILDING CODE, 2001 DESIGN PRESSURES FOR OPENINGS c i Wnd Veiecity (mph) 146 importance Factor 1.00 Exposure Categopy C Internal Pressure Coe11icien I 0.18 Mew Roof Height (ft) 10,0 Wiath (TO 55.0 awing Length (m 754 Root Slope (4:12 0 Company Prepared By Client Name JoU Desci Lotion Job Hunter 03-014 OOMEZ-P INA ENG. Fernando Gomez ,S RE5t DENCE. 846 N.E,97fl) ST, MIAMI I SHORE, h Archwind 98 : COMPONENTS AND CLADDING WALLS Structures less than or equal to 60 It COMPONENT PRESSURES AREA PRESSURE (psf) 4 MAX = 44.89 . 4 M1IN = -49.23 5 MAX = 44.89 5 MIN = -59.82 Diimension a = 11.20 ft Note, when max absolute value is less than 10 psf, use 10 psf or -10 psf as applicable. 5 15 a � \ '`a If Roof Angle is < =1 o Deg. h = Favr Height otherwise h = Mean Roof Height WALLS - CONSTANTS USED Ref: ASCE 7-98, Equatiou 6. -17 Walls are less than or equal to 60 it high. Roof An g1e. = 1.4.00 deg. Mean Roof Height = 10.00_ tt_ Area = 16.30 sf Cp. VALUES. AREA Cp -1.07 5 0.96, -1.34 Velocity Pressure Root, q = 39.43 psf Exposure CoePf. Roof,. Kz = 0.85 Wind Speed, V = 146.Q=MPiI Exposure Car. = C Importance Cat. = 2 Internal Pressure Coet, GCPi.= 0.18. Topographic Factor, Kzt = 1.00 Wind Direction Factor; Kd = 0.85 Archwind 98 : COMYMPONENTS AND CLADDING WALLS Structures less than or equal to 60 11 COMPONENT PRESSURES: AREA PRESSURE (psf) 4 IYLA?C = 44.89 4 MIN = -49.23 5 MAX = 44. &9 \ 5 MIN = -59.82 Dimension a = 11_20 it Note, when max absolute value is less butt 1 -0 -psf, use 10 psf or -10 psf as applicable. 1 5 --< !` f If Roof Angle is <-10 Deg. h = Eave Height otherwise h = Mow Roof Height. WALLS - CONSTANTS USED Ref: ASCE 7 -98, Equation 6 -17 Walls are Less than or equal to 60 it high. Roof Angle = 14.00 deg Mean Roof Height = 10 .00- ft Area = 16.30 sf Cp VALUES AREA Cp 4 096, -1.07 5 096, -1.34 Velocity Pressure Roof, q = 39.43 psf Exposure Coeff. Roof, Kz = 0.85 Wind Speed, V = 146,a MPH Exposure Cat.. = C Importance Cat. = 2 Internal Pressure Coe, GCPi = 0.18. Topographic Factor, Kzr = 1.00 Wind Direction Factor; lid= 0. 85 Archwind 98 :. COMPONENTS AND CLADDING WALL S Structures less than or equal to 60 tt COMPONENT PRESSURES: AREA PRESSURE. (psi) 4 4 5 MA.X = 46.53 `) MIN = - 50.47 MAX = 46.53 MIN = - 62.30 1 5 a a if Roof Angle is < =10 Deg. h = Eave Height otherwise h = Mean Roof Height. Dimension a = 11.20 it Note, when max absolute value is less than 10 psf, use-10 psf or - 10-psf as applicable: 5J Try NreY /77 R Es (� - -- 2 2 ) i WALLS ; CONSTANTS USED Ref: ASCE 7-98, Equation 6 -17 Walls are less than or equal to 60 tt high. Roof Angie = 14.00 deg Iviean Reof- 4Ieight = 10.00 ft Area. -= B80 sf Cp VALUES AREA Cp 4 1.00, -1.I0 5 1.00, -1.40 Velocity Pressure Roo q = 39.43 psf Exposure Coeff. Roof, Kz = 0.85 Wind Speed, V = 146.0 MFH Exposure Cat. = C Importance Cat. = 2 IuterualPressure Coef, GCP1 = 0.18 Topograpli_ic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 0.85 p3 • ` Archwind 98 :. COMPONENT PRESSURES: AREA PRF SSURE. (psi). 4 4 5 5 a 4�` a a If Roof Angle is < =10 Deg. h = Ewe Height otherwise h = Mean Roof Height. COMPONENTS AND CLADDING `VAI1S Structures less than or equal to 60 it MARX = 46.53 MIN = -50.47 MAX 46.53 MIN = - 62.30 Dimension a = 11.20 ft Note, when max absolute value is less than 10 psf, use 10 psf or -10 psf as applicable. Tf1 N fDf 771 1.4E5 � N WALLS,dONSTANTS USED Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. Roof Angle = 14.00 deg Mean Reef4leig = 10.00 ft Ara $:80 sf Cp VALUES AREA Cp 4 1.00, -1.10 5 1.00, -1.40 Velocity Pressure Roof; q = 39.43 psf Exposure - Coeg Root, Kz = 1.85 Wind Speed,. V = 146.0 MPH Exposure Cat. = C Importance Cat. = 2 Internal Pressure Cod:, GCPi = 0.18 Topographic Factor, Kit = 1.00 Wind Direction Factor, Kd = 0.85 Archwind 9S : COhfPONENT PRESSURES: AREA PRESSURE (pst) 4 MAX = 42.14 \ 4 MIN = - 46.92./ 5 MAX =42.14 . 5 MIN -= - 54.68. a ` �` a tf Root is < =l0 Deg. h Eave Heigh[ otherwise h = Mean Roof Height. COMPONENTS AND CLADDING WALLS Structures less than or equal to 60 ft Dimension a = 11.20 t3 Note, when max absolute value is Iess than I0 psf, use 10 psf or -10 psf as applicable. WALLS -CONSTANTS USED Ref ASCE 7 -98, Equation 6 -17 Walls are less - than -or. equal to.60: thigh. Roof Angle = 14.00 deg Mean Roof Heilt = 10. 1t. Area -40.00 sf AREA Cp 4 0.89, -1.01 5 (1.414, -1.21 Velocity. Pressure Roof q 39.43 psf Exposure Coeii Roof; Kz = 0.85 Wind Speed, V = 146.0 MPH Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor Kd= 0.85 Archwind 98 : 1 2 3 3 1 2 13 2 3 3 2 3 1 3 COMPONENTS AND CLADDING H11 AND GABLE ROOFS Root' angle is between 10 and 30 degrees. Structures less than or equal to 60 11 COMPONENT PRESSURES: AREA PRESSURE (psi): MAX = 17.17 MIN = -32.77 —1 MAX = 17.17 MIN = -57.64 —1 J MAX = 17.17 1v1Il�1 -5.7.64 1 1 3 3 Over Hang Area 1 Over Hang Area 2 Over Hang Area 3 2 I 3 I la a a a Gable - ang p3 - r VALUE _ -32.77 VALUE = - 134.92 VALUE _ -155.75 Dimension a.= Note, when max absolute value is less than 10 psf, use 10 psf or -10 psf as applicable. 4164 ti Z x 8 0 O r . u2$. 1 h Giz= 41. &4, 5t = 27/ (6 Hip 3 /C ZZ- 7 ` ;771 ") 772 -G HIP AND GABLE ROOFS - CONSTANTS USED Ref: ASCE 7 -98, Equation 6 -17 Roof Angle is between 10 and 30 degrees. Structure is less than or equal to 60 11 high. Roof Angle= 14.00 deg Eave Height = 'j Q.DQ Area = 51.20 sf Cp VALUES AREA Cp 1 0.35, -0.83 2 0.35, -1.60 3 0.35, -1.60 Area 1 Over Hang Area 2 Over Haag Area 3 Over Hang 0.00 -2.2.0 -2.84 Note, overhang pressures combine roof uplift with overhang uplift. Velocity Pre%snre Roof. q = 32.41 psf Exposure Coeff. Roof, Kz = 0.70 Wind Speed, V = 146.0 MPH Exposure Cat. = B Importance Cat. = 2 Internal Pressure CoeL, GCPi = 0.18 Topographic Factor, Kzt =1.00 Wind Direction Factor, Kd = 0.85 O 3 .krchwind 98 3 3 3 2 3 3 2 3 212212 3 I a a Gable CON1PONENTS AND CLADDING HIP AND GABLE ROOFS Roof angle is between 10 and 30 degrees. Sauctures less than or equal to 60 tt COMPONENT PRESSURES: AREA PRESSURE (psf) 1 MAX --- 14_64 1 MIN -33.77 —10 FIcF 2 MAX – 19:64 2 41 I r) MIN = -65,10 — es- _tit 3 MAX = 19..64 3 NUN = -65.10 3 -- ra E a Over Hang Area 1 VALUE = -33.77 Over Hang Area 2 VALUE – -142.38. Over Hang Area 3 VALUE = -175.66 Dimension a .9.0 'it_ Note, when max absolute value is less than 10 psf, use 10 psf or -10 psf as applicable. x3.0 GIR-= x 5t.tz 3141 3 [1 2 / 3 2 ' flip - G1 I ( ) ' HIP AND GABLE ROOFS - CONSTANTS USED Ref ASCE 7-98, Equation 6-17 Roof Angle is between 14 and 30 degrees. Structure is less than or equal to 60 tt high. Roof Angle = 14.00 deg Eave Height --- 10.00 ft Area = 27.50 sf Cp . VALUES. AREA Cp 1 0A3 2 0.43, -1.83 3 0.43,- Area 1 Over Hag 0.00 Area 2 Over Hang -2.20 Area 3 Over Hang -3.23 Note, overhang pressures combine roof uplift with overhang uplift. Velocity Pressure Roof, q = 32.47 psf Exposure Coil Root Kz = 0.70 Wind Speed, V 146.0 MPH Exposure Cat. = B -s: /(p 53. 91 ,ef op LI p-r- 1 Importance Cat. = 2 Internal Pressure Coef, GCPi = 0.18 Topographic Factor,Kzi = 1,00 Wind Direction Factor, Kd = 0.85 ;re Areawiad 48.: 13 - 3 COMPONENT PRESSURES: NUN = -65.10 Over Haag Area 1 Over Hang Area 2 Over Haag Area 3 3 3 3 1 3 a a Gable 23 CO1v1PONENTS AND CLADDING HIP AND GATT E ROOFS_ Root angle is between 10 and 30 degrees. Structures less than or equal. to 60 It AREA PRESSURE (psi) 1 NIA.X= 14.64 1 =- -33.77 — k.3 IvLA.X = 14:64 2 MIN = -65,10 — 5 MAX = 19,64- 5 x3,0); 1 t.-13- iZ73, VALUE = -33.77 VALUE = -142.38 VALUE = -175.66 Dimension Now, when max absolute value is less than 10 ps.C, use LO. psf or -10. psf as. applicable.. G .57 x 55.iozz 3/41 1174/ 2 T Hip 3 ) ) /- > ,- _s HIP AND GABLE ROOFS - CONSTANTS USED Ref ASCE 7-98, Equation 6-1T Roof Angle is between 1.0 tif14 30: degrees. Structure is less than or equal to 60'1'1 high. Roof Angle =-• 1400. deg Eave Height = '10,00 1 Area = 27.50 sf Cl/VALUES. AREA Cp 0 -0186- ') 0.43, -1.83 3 0,41, -1.83 Area 1 Over Flagg Area 2 Over Hang 0.00 -2.20 Area 3 Over Hang -3. Note, overhang pressures combine roof uplift with overhang uplift Velocity Pressure Roof, q = 32.47 psf Exposure Corea. Roo K2. = 0.70 Wind Speed, V = 146.0 MPH Exposure Cat. B Importance Cat. = Internal Pressure Coef, , CTCPi Topographic Factor, K.21 = 1,00 Wind Direction Factor, Kd = 0.35 li HSU 10o NPA M IAMI•DADE LPRODUCT CONTROL NOTICE OF_AC_CE.P_TA.N_CE_ United Steel Products Company 703 Rogers Drive (P. O. Box 80) Montgomery ,MN. 56060 Your application for Notice- of (NOA) of: Wood Connee 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 manufacturers plant - for quality control testing. If this product or mz terial fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Codc. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE N0:: 0 0724.0E EXPIRES: I0 /01 /2006_ _ L — � APPROVED: 0912012001 TIIIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL COND ITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. I1 s045000I \pc20001lcemplateslnotice accepance cover page.dot Internet mail address: postmaster ®buildingcodconlinc.com MIAMI -DADE COUNTY, FLORIDA METRO - DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE. Mla'It0 -DAI)E FLAG(.(tt BUILDING 140 WEST FLAC7l.I U. STREET, SUITE 16(13 MIt \ \Il. FI.Ditll),\ 33)30 -1563 (305) 375.2901 FAX (305) 375 -290s CONTRACTOR LICENSING SI-:crION (305) 375 -2527 FAN. (305) 375 -2555 CONTRACTOR ENFORCEMENT HtVIsION (305).375 - 2966 FAX (305) 375.2903 PRODUCT CONTROL. DIVISION (305) 375 -2902 FAX (305) 372.6339 Raul Rodriguez Chief Product Control Division Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Hontcpagc: http:/ /w•\v-w.buildingcodeottlinc.com United Steel Products. Company. ACCEPTANCE NO: 01- 0724.06 EXPIRES: 10/01/2006. NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises the Notice of Acceptance No. 00-1218.03, which was issued on 03/01/2001. It approves wood connectors; as described in Section 2 of this Notice of. Acceptance,. designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County. For the locations where the actual Toads as determined by SFBC Chapter 23, do not exceed the design Toad indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The United Steel \Vood Connectors shall be fabricated and used in strict compliance with the followint; documents: Drawing No. NFM & DTC- I sheet 1 and 2 of 2, titled " \Vood Connectors ", prepared by United Steel Products Company, dated 07/16/01 with no revisions. The drawings shall bear the Miami -Dade County Product Control Approval -stamp with the Noticc of Acceptance number and approval date by the Miami -Dade Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Allowable loads are for Southern Pine -or better with a specific gravity of0.55 and moisture content of 19% or less. 3.2* Allowable Toads are based on testing per ASTM D1761 and calculations per National Design Specifications for Wood Construction 1991 Edition & 1993 Errata. 4: INSTALLATION 4.1 The wood connectors shall be installed in strict compliance with the approved drawings. 5. LAI3ELING 5.1 Each wood connector shall bear a permanent' label with the manufacturer's name or logo, city, state and the following statement: `Miami -Dadc County Product Control Approved ". 6. BUILDING PERMIT 6.1 Application for Building Permit shall be accompanied by copies of the following: 6.1.1 This Noticc of Acceptance 6.1.2 Duplicate copies of the approved drawings as identified in Section 2 of this Noticc of Acceptance, clearly marked to show the hangers, and angles selected for thc proposed installation. 6.1.3 Any other document required by the Building Official or the SFBC. in order to properly evaluate the installation of.thcsc products. APPROVED: SEP 2 0 2001 Candido Font, PE, Sr. Product Control Exanliner Product Control Division United Steel Products. Company.. ACCEPTANCE NO: 01- 0724.06 APPROVED: SEP 2 0 2001 I', \1'1ltl?S: 10/01/2006 NOTICE OF' ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shalt be considered after a renewal' application has beet. Iikdand. the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manuracturcr's name, city, state, and rite following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes;. b) The product is no longer the same. product (identical) as the one originally approved; c) If the Acceptance holder has not complied with. al.l 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 he catusc for termination of this Acceptance, unless prior written approval has been requested (through the tiling or a revision application with appropriate lee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. _. b) Misuse of this Acccptancc as an endorsement of any product, fOr sales, advertising or any otherpurpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may bc displayed in advertising literature. If any portion of the Notice of Acccptancc is displayed. then it shall bc 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. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acccptancc consists of pages t, 2 and this last page 3. andido Font, PE, Sr. Product Control lixauuner Product Control Division END' OF T11IS ACCEPTANCE 3 Produc t Code Description Trrr44Anrtln( FaCIPners neSln41 na'1s rills) — P raielln Wall (1 1) Header Joist Uphn 1410 • PerpendkOar to Wall 0 21 17nn • Toward Stran fifty (7) • Away from Strap Rnn r1) Thru Seal PIMA 4- 1rMx1 -11T • Thnr Strap 4- 1nrlxl -1(7 nTV - TRUSS ANCHOR — DT 1 z (1) Load applied Away from Strap, (2) Load applied Toward Strap. (2)Allowable Load for Upon, L1 & L2 shall not be combined. The connector shall De subjected lo Load In one direction ony. (2):Mlnknum LO(1C(e a strength Shag be 2500 psi an drrdnimum strap embedment shall be r. (4) Materlat Strap - 14 oauoe ape Bottom Plate - 20 oauoe. Product Code GIRDER HANGER HEA\IY Description rnR Or( USE • : a C :d i:' i lT!S v :'i till I I; !2119 1I1::du!. i;C D!t:o (IIfE 1, - 11 ... SEP _!Ir 01. 0724. 1) STGEL SHALL CONrORH TO ASTH 6653, STRUCTURAL GRADE 33) U.O.N. AND A M1N1r}UH GALVANIZED COATING Or 0-60 2) FASTENERS ARE COMMON VlRC NAILS UNLESS OTHCRVISC NOTED 3) ALLOVABLE upllrl LOADS HAVE BEEN INCREASED BA A SHORT TERM DURATION FACTOR Or 337. FOR VINO LOAD CONDITION. Nq ruRTNER INCREASE ALLOYED. 4) ALLOvABLE DOVN LOADS ARE NOT INCREASEpPP BY SHORT TUNA DURATION FACTOR 5) ALLOvADLE LOADS PRE BASED ON THE NATIONAL DESIGN SPECIFICATIONS rpR vOOD CONSTRUCTION 1991 EDITION L 1993 ERRATA, FOR - SOUTHCRN YCLLOV PINE (G= 0.55 OR BETTER) 1- TEST PEP.IORH IN ACCORDANCE VITH ASTH 01761 (1) Material: 7 aquae (3116') ASTM A36. (2) A9 314' bolls require 3" wood penetration and minimumwood vertical wIdih 015.1(7. (3) Botts ASTM A307 0 rade A, (4) Main member minimum width 4-117. f )Irn r ir)nt GENERAL NOTES E.aSIP Rr1 Is GirnPr Rinrk 01.34' (71 -114" UNITED STEEL PRODUCTS CO 703 ROGERS DRIVE MONTGOMCRT MN 56069 V000 CONNECTORS DATE, DRAV)NG NUMBER SHEET NUHB R. a v 7 Pis Nails Carriprl M errt,Pr R -ind L THOMAS A. YOLDEN, P.C. CIVIL NUnPCP. rLr50e99 All- custom Roofing Monserrat, Jorge 6761 SW 2 Street (305) 263 - 9210 To whom it may concern: I Jorge Monserrat lic # cc18587 owner of AI- custom Roofing by the present affirm that I am no longer the contractor on record for the property on 846 NE 97 Street and do not hold a contract or any other interests with Silvia Stanforth (owner). Lic #: Notary: cl~ 0 ,0'122t 4 , Arlene Rodriguez My Commission CC994619 ,.ce Expires January 18, 2005 S Owner's Name (Fee Simple Titleholder) S ZIO v\ 6 k Phone # de Owner's Address 8Y/ /VA: 9 7 .S'i'`/-' City /-S State _____,—e--. Zip 3 /j Tenant/Lessee Name Phone # Job Address (of where the work is being done) CP-/vE- 9 7 City / County Zip 3 / e Legal Description &Ca_ /1t ? ? 5 Contractor's Company Name /`/d / rit' Z . Phone # d Contractor's Address City State Zip Qualifier Describe Work: I hereby certify that the work has been abandoned and /or the contractor is unable or unwilling to complete the contract. I hold the Building Official and the Village of Miami Shores harmless from all legal involvement. Signa day who is pe S3Sd` NOT Sign: P Rev. 09/19/03) Miami Shores Village Building Department Owner or Agent Change of Contractor /�` Permit No. - /�'' 3 73 The foregoing instrument was acknowledged before me 200 b �!�. �...! �� ....) , .�' day of 36 , 20, by PC C il, , onally known t v e or who has produced Z L. who is personally known to me or who has produced _56 8As identification and who did take an oath. as identification and who did take an oath. The foregoing instrument was acknowledged before me this LIC: angma M Docker My Commission Expires: (.. My Commission DD150048 • -.,n Expires November 15, 2008 NOTARY PUBLIC: / .14 Sign: 6 v P� I Expires October 13, 2008 My Commission expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** MMIAMI BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Kinco, LTD. 5245 Old Kings Road Jacksonville, Fl 32254 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: Series "MPRW" Aluminum Horizontal Rolling Window APPROVAL DOCUMENT: Drawing No. W03 -33, titled "MPRW Alum Horizontal Rolling Window (Impact) ", sheets 1 through 8 of 8, prepared by Al Farooq Corporation, dated 5/22/03, with revision date 09 /03/03, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03- 0609.03 Expiration Date: October 09, 2008 Approval Date: October 09, 2003 Page 1 r)1 RECEIVED F u f3 9 2 MIAMI -DADE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 - 1563 (305) 375 -2901 FAX (305) 375 -2908 Kinco LTD. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -33, titled "MPRW Alum Horizontal Rolling Window (Impact) ", sheets 1 through 8 of 8, prepared by Al Farooq Corporation, dated 5/22/03, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Certified Testing Laboratories, Test Report No. CTLA -1048W dated 4/30/03, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300 -98 and structural analysis, prepared by Al Farooq Corporation, dated 6/5/03, signed and sealed by Humayoun Farooq, P.E. D. MATERIAL CERTIFICATIONS 1. None E. QUALITY ASSURRANCE 1. Miami -Dade County Building Code Compliance Office F. STATEMENTS 1. Statement letter of conformance, dated 6/5/03, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated 6/5/03, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Letter from the consultant stating that the product is compliance with the Florida Building Code (FBC). E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0609.03 Expiration Date: October 09, 2008 Approval Date: October 09, 2003 WINDOW 38 3/8" WIDTH 33 11/18' VENT WIDTH 33 11/16' .* /l 99 SOW 1V D.LO. (VENT) O 1 1 1 O.LO. (FIX. 12' LITE) MAX. Il i i _ = _ ____ .. 1 I ; V 1 1 ' 1i 1 11 =_ __ i t 1 II / 11 ', _ 71 _ 11 0 .11 _ ' 1; L:l _ I l 1 1 1� t =' 11 I I 11 0 0 I _ _ TI 11 I I II I,, ��I I I 12' MAX. TYP. 38 3/8' VENT WIDTH 33 11/18' D.L O. (VENT) 75' FLANGE FRAME 74' BUCK DIM. IN FRAME TYPICAL ELEVAnoN TESTED UNITS 33 11/18' D.LO. (FIX. IRE) 12' MAX FALSE HUNTTNS 7 — OPTIMAL m�! 1 i 7' MAX 7' MAX J 0 J 0 HEAD /SILL CORNERS HEAD /SILL CORNERS 1/8' ANN. CLASS ONE PART SLCONE ' PECORA 895' OR TWO PART SILICONE ' PECORA 985' 1111011 1 3/6' OVERALL THK. 3/8' OVERALL THX • v i e 1; 1 1. : - 1\ 1 1 1 4 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. INTERUYER SEE NOTE BELOW 1/8' ANN. GLASS 1/8' HEAT STREW. CLASS INTERLAYER SEE NOTE BELOW WINDOWS GLAZED WITH LAMINATED CLASS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. THIS PRODUCT IS DESIGNED 70 COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLCRIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7 -93. ASCE 7 -95 OR L' DR. 14.1wr0UN ASCE 7 -98 AS REOUIRED BY PREVAILING BUILDING CODE FLA PE LEN .N S! 8000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER �' LOADS TO THE STRUCTURE 4 ZOO ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDMONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 1/8' ANN./TDAP. GLASS 1/4' AIR SPACE 1/8' ANN. GLASS WIERLAYER SEE NOTE BELOW 1 /B' ANN. CLASS ONE PMT SILICONE PECORA 895' OR TWO PART SILICONE 1 PECORA 985' 3/4' OVERALL MK. GLASS TYPE 'A' 1 /8' ANN./TDAP. GLASS 1/4' AIR SPACE 1/8' HEAT STREN. GLASS INTERIAYER 1/8' HEAT STREN. GLASS SEE NOTE BELOW 1/8' HEAT SIREN. GLASS ONE PART SILICONE g ONE PMT SILICONE PECORA 895' OR x ' PECORA 895' OR TWO PART SILICONE m TWO PART SILCONE C3 e ll. 965' 1111114 985' 3/4 OVERALL MK. GLASS TYPE 'B' AVAR F INTFR) AYFRS• .100' SOLUTIA HP 090' SOLUTIA SAFLEX PVB .090' DUPONT BUTACITE PVB B A 2 0 :u og 0 e c . g< i lnq no. W03 -33 E` ti 4 (sheet 1 of 8 , I == r; 1V II _= == " 1 1 ' 4 i 11 ' = _____ 1: '>11 1 7, .* /l 99 SOW 1V 1 1 ' == #F = = 11 II 11 11 4 .7.1==1= I B I II � �I '==4F='== =__ 1 Ii 11 11 ,' ;I II 4 12' MAX. TYP. 38 3/8' VENT WIDTH 33 11/18' D.L O. (VENT) 75' FLANGE FRAME 74' BUCK DIM. IN FRAME TYPICAL ELEVAnoN TESTED UNITS 33 11/18' D.LO. (FIX. IRE) 12' MAX FALSE HUNTTNS 7 — OPTIMAL m�! 1 i 7' MAX 7' MAX J 0 J 0 HEAD /SILL CORNERS HEAD /SILL CORNERS 1/8' ANN. CLASS ONE PART SLCONE ' PECORA 895' OR TWO PART SILICONE ' PECORA 985' 1111011 1 3/6' OVERALL THK. 3/8' OVERALL THX • v i e 1; 1 1. : - 1\ 1 1 1 4 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. INTERUYER SEE NOTE BELOW 1/8' ANN. GLASS 1/8' HEAT STREW. CLASS INTERLAYER SEE NOTE BELOW WINDOWS GLAZED WITH LAMINATED CLASS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. THIS PRODUCT IS DESIGNED 70 COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLCRIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7 -93. ASCE 7 -95 OR L' DR. 14.1wr0UN ASCE 7 -98 AS REOUIRED BY PREVAILING BUILDING CODE FLA PE LEN .N S! 8000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER �' LOADS TO THE STRUCTURE 4 ZOO ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDMONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 1/8' ANN./TDAP. GLASS 1/4' AIR SPACE 1/8' ANN. GLASS WIERLAYER SEE NOTE BELOW 1 /B' ANN. CLASS ONE PMT SILICONE PECORA 895' OR TWO PART SILICONE 1 PECORA 985' 3/4' OVERALL MK. GLASS TYPE 'A' 1 /8' ANN./TDAP. GLASS 1/4' AIR SPACE 1/8' HEAT STREN. GLASS INTERIAYER 1/8' HEAT STREN. GLASS SEE NOTE BELOW 1/8' HEAT SIREN. GLASS ONE PART SILICONE g ONE PMT SILICONE PECORA 895' OR x ' PECORA 895' OR TWO PART SILICONE m TWO PART SILCONE C3 e ll. 965' 1111114 985' 3/4 OVERALL MK. GLASS TYPE 'B' AVAR F INTFR) AYFRS• .100' SOLUTIA HP 090' SOLUTIA SAFLEX PVB .090' DUPONT BUTACITE PVB B A 2 0 :u og 0 e c . g< i lnq no. W03 -33 E` ti 4 (sheet 1 of 8 A - NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB WMDOW YAWN (FLANGE DOHS) SEE SHEET 1 FOR GLASS DESCRIPTION �� ; • �� IL A - NO. CF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB FLANGE FRAME WINDOWS DESIGN LOAD CAPACITY - PST (X0 OR OX SIZES) MEM e 11■121=11MMEIMI 11111111M2=1131111=1 EMI 111:1111110:11111=11E11111:11111:731 11:11111:111 Ell irissum MEM EMI MEM 11211 Ell •=11 EMI tM®1=1111=111111:331111:11 ® IBM M2111E111112111EIME32E31111:33111:11 1E/1 IC= MCI mai Errs cam 11311111:12 M1:11111301111:111111211=1111:1M EMI EMI 11:111E33111213111:331 WEI Ell EXII 1133:111:32 EIMIE111 1111111:31 M2:311EXM Et= MEM 1E91 M3I E:31 WM Ell 11:11111191 MEM EMI Ell MIMI 11:11 11:11111;33 E3:1111:31112:1•21 11:111 103111031111:211110:111103111:311 Kam Km 1101111111M railani1031111211111:1111111:111 Ell MUNE= EMI Ell MEM 11:33111:3111:111 KM MEM commas 1112111111:11111111:3171:1111 Ell LIME= =MEMO MEM 1121111 MCI 0®' IEEE . Win CM EM S ME11113:11 EMI lin IC= MEM 17.111 IEEE 113:11111:111 tin EMI crimis 11:111111710 0:11111:13111=11121 Ell '®'® ®'®'®' ''®' ICE 11131113311111111111=11M:11 1E111 EZEll 1131:1111:31 EIS MI:111=1111:1111E211 1031E31 11213111:111111:311111111M31 111:1111:2311Cill EMI 1[3:11113131113:11 ® ® ®® -"®' 1112131''®' WINDOW DITIS. 28 -1/2' 37' 53 -1/6' 75 28 -1/2' 37' 53 -1 /0 75' 28 -1/2 37' 53 -1/8' 75' 26 -1/2 37' 53 -1/8 75 25' 37' 49' 81' 73' 25' 37' 49' 81 73 25' 37' 49• 61 73' 25' 37' 49 61' 73 20' ( 38 -3/8' (3) 50 -5/8' (4) eY (5) 25 ( 37 ( 49' ( 61 (5) 80.0 60.0 60.3 60.0 60.0 70.0 40.0 70.0 60.0 60.0 60.0 55.8 70.0 60.0 60.0 80.0 60.0 00.0 60.0 80.0 80.D 80.0 80.0 80.0 80.0 80.0 FIN FRAME WINDOWS DESIGN LOAD CAPACITY - PST (I0 OR OX SIZES) IIMEEME m Mall a EIM 11:131M7111 IEEE 0®' '®.®' 0 EMI � Ell 11 MEM VIII Cill Kai EMI lEIMM:1111 111=11:111E111 KIM Ell O Ell 11:3311031 ME EN E3211331 KIM Ell mm EME3111EM 1:3:111=1 EMI 1E211 ILDEMEXIII Ell 11:111111111 lE=11:111 11:1111:111EXII EMI 1E11 1E= Ell IEEME:31 111111:331111:1111:1M EMI Ell Ell 111=METII EOM EMI 112231131111:11 Ell 111:11E3:11111:3:11111:11 EMI EMI MIME= ICE m 0 ®®® BUCK DIMS. 25 -1/2' 30' 52 -1/8' 74• 25 -1/2' 36' 52 -1/8' 74' 25 -1/2' 36 52 -1/8' 74' 25 -1/2' 36' 52 -1/8' 74' 24' 36 48' 60 72' 24' 30' 48 6o' 72' 24 36' 48' 80' M' 24 38' 48' so- n. 25- (3) 37 -3/8 (3) 49 -5 /e' ( 62' (5) 24 (3 M O) (4) 6o (5) 60.0 80.0 60.0 70.0 70.0 50.4 70.0 70.0 60.0 60.0 60.0 80.0 60.0 60.0 60.0 60.0 60.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 drawing no. W03 -33 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY OR 2BY W000 BUCK •` TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURES (STEEL OR ALULI. 1/8' MIN. HOCK) STEEL : FY - 38 KSI MIN. ALUMINUM : 6083 —T5 MIN. SEE ELEV. FOR SPACING TYPICAL ANCHORS 2 BY WOOD BUCK TYPICAL ANCHORS: SEE ELEV. FOR SPACING 413 SM$ INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1 -1/2' MIN. PENETRATION INTO W00O 1/4" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -1/2' MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY 3/16' TEKS OR SE1F DRIWNG SCREWS INTO METAL STRUCTURES (1/8' MIN. THICKNESS) (1/4' MAX. SHIM SPACE) 410 SMS OR SPTF ARUIING SCRFW$ INTO DADE COUNTY APPROVED MUWONS (NO SHIM SPACE) WEEPHOLES: W1 - 1' X 1/4' WEEP HOLE WITH PLASTIC BAFFLE AT 5' FROM EACH END. WOOD BUCKS NOT BY KINCO. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE Ene, DR. NWAYOUN FAIL 10 STRUCTURCI M PE 1 11557 CAN. 3538 EI.ANGE FRAME WINDOW st w 2 y I drawing no. W 03 -33 (sheet 3 of 8 8 EXTERIOR WINDOW WIDTH XO LAYOUT OX OPPOSITE DADE COUNTY APPR.D MULLION SEE SEPARATE NOR TYPICAL ANCHORS SEE ELEV. FOR SPACING VIEW • •iri 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING IFLANGE FRAME WINDOW Enpr. DR. HUWYOUR FAROOO STRUCTURES MPE {10.757 C.A.N. k53R 8 drawing no. W03 -33 j sheet 4 of 8 n IU.USTRATNE 011.3. ONLY EXT. OR INT. FINISHES NOT BY ICI 0 TYPICAL ANDEPS SEE ELEV. FOR SPACING o TYPICAL ANCHORS SEE ELEV. FOR SPACDO 1 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 410 SM$ INTO WOOD STRUCTURES 1 -1 MIN. PENETRATION INTO WOOD 410 SMS ORS r DRI I ING SCREWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) PEEPHOLES: Wt a 1' X 1/4' WEEP HOLE WITH PLASTIC BAFFLE AT 5' FROM EACH END. WOOD STRUCTURE NOT BY KINCO, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Enpn OR. HWAIOUN rARCO° STRUCTURES M PE S 15057 CAN. _538 FIN FRAME WINDOW 0 n 8 , -� drawing no. W03 -33 (sheet 5 of 8 ) TYPICAL ANCNORS SEE ELEV. FOR SPACING 3 /e' 114' MAX. (` r_Ao VENT WR)TN DADE COUNTY APPR'D MULLION SEE SEPARATE NOA XO IAYOUT OX OPPOSITE TYPICAL ANCHORS SEE ELEV. FOR SPACING if asF 7ix,ter. W000 STRUCTURE NOT BY IONCO, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING ILLUSTRATIVE DRS. ONLY EXT. OR INT. FINISHES Engin DR MUUAYOUN PARODO STRUCTURES TtA PE / IOWWT CAN. 3538 FIN FRAME WINDOW 8 sheet 6 of 8 drawing no. W03 -33 1.187 ITEM / I PART / QUANTITY DESCRIPTION ' V I 1.321 - 2.691 l 2000 .813 .1313 2.691 L D62 TYP, 1.373 1 KCO -2043 1 FRAME HEAD - FLANGE 1.125 1.400 .813 +1 ( - L I ''- 962 1.373 •4337 7 KCO -2053 1 FRAME HEAD - FIN r - .813 1 1 KC0 -271 1 FRAME SILL - FIANCE KCO -272 1 FRAME 50.1 - FIN VENT T RAIL KCO -273 1 SILL TRACK TYP. KCO -2042 1 FRAME JAMB - VENT 1 FRAME JAMB - VENT - FIN 6063-11 1.563 (FIN) 549 KCO -241 1 FRAME JAMB - FIXED - FLANGE 6083 -16 FRAME 1.128- HEAD 11.563 (RAN ) L• KCO -2051 1 FRAME JAMB - FIXED -FlN 9083 -10 cc 174 FRAME 4128 HEAD KCO-2044 1/VET4T FIXED MiC. RAIL 6083 -T6 , .997 1205 KCO -2047 2/VENT VENT TOP & 8017. RAIL 6063-78 KCO -2045 1/VENT VENT INTERLOCK 6063 -78 1501 062 1.501 62 TYP. KCO -2046 1/VENT VENT JAMB STILE 6062 -76 �- .813 .827 VENT LATCH .813 3963 Tom' 2501 RP -800 4/ UFE GLAZING BEAD 7/8 RIGID PVC RP -801 4/ LITE GLAZING BEAD 3/6' RIGID PVC 2.563 1.123 9 I .749 978 .078 2.301 I•- 978 -2691 749 .078 II D78-i� 11 L-049 2/ VENT SNAP LATCH. 2 -5/6' LONG NYLON AT 6' & 48- FROM BOTTOM 12 LEAF SPRING ST. S sm. - i 44� n 8 N h !n x Q Y q F 1 .-- 0002 0 Y v 3L 13 VTF-2009 AS RECD. GLASS SPACER POLYPRO /EPOM DUAL DUROMETER .168 4379 2230 .062 •� 1.927 1.126 {I 14 - - - - - 15 E23131 N0 AS REOD. RN SEAL WEATHERSTIP ULTRAF9B .187 X .150 OR EOUN. 16 W23171040 AS 1 E00. RN SL WEATHERSTIP EA - ULTRAFAB .187 X .170 OR ((TUN. 17 U -4333 AS RECD. BULB WEATHERSTRIPPING - OLON .190x.300 16 - AS 11E00. ASSY SCREWS - /8 >< 1' PH WS 19 - 2/VENT FIXED RAIL SCREW -50.1 _ #8 x 3' PH WAS FRAME SILL (FLANGE) u37 JAMB STILE 4321 --I 2.691 20 - - - - - 2/ 2/PANEL ROLLER HOUSING k GUIDE OEIRIN AT EACH END OF VE FRAME SILL (FIN) .373 0688 rA62 TYP. 22 - 4/PANEL ROLLDt BRASS - 2688 23 - 4 /PANEL BOILER SHAFT 51. STEEL - .373 .062 TYP. II 4126 2130 .062 TYP. 1.379 2.691 1.370 t 1111 9 24 - 2/WINDOW awns NYLON AT 4' FROM EACH END 25 - 2/091172 EMME SCREWS - /6 : 1/2 SM5 2691 1.970 AFRwsir I� , .._ 7j ti 1.321 + .709 ..- (FLANGE) 1.437 MEETING RAIL --I . 875 -- FRAME -- .812 JAMB --- 1.500 ---1 FRAME JAMB II ,812 (FIN) 200 I -7 1I-.- .080 4 Der 0 (r 113r, S eY.IffiI74'LR'gL 2.250 962 TYP. 1.129 I 11111 L ■G� i [IIII 1.063 .375 .� D� ti11 ._` ,E 1.321 .150 � 1.063-1_ a75 1 1 . __I FFMMM --- 153 GLASS SPACER SCALE i s I 2.753 1.563 .120 L 2.691 .062 limos 2753 1.563 I I LL 2b91 4437 .813 F IXED MFG R A I L a 8 Y ^ 71 ■ ^ 1 3 b ^ - .�1 FF.. -- p�0 -- '{b251 1 1 I I I I Engr. O R HUOAYOUN FAR000 STRUCTURES M PE' 16557 �N T .062 YP. 1 365 4 473 .062 TYP. 281 120 r ' r- .8210 •062 "00 1.10 2 .7 TYP. -- 0 4 200 FIXED FRAME A �-�L ,875 L I�` L JAMB (FLANGE) drawing no. W03 -33 FIXED I .813 F_1500 FRAME JAMB (FIN CLA2ING BEAD GLAZING BEAD 7/8' CLASS 3/8' GLASS 751 SILL TRACK (shoot 7o1 8 ) VFNT TOP/ROTTEN CORNERS flXFO MTG. RAII COPING Fl ANGE FRAMF TOP CORNER FLANGE FRAMF BOTTOM CORNFR FIN FRAMF TOP CORNER ,FIN FRAME BOTTOM CORNER Env: DR HUMAYOUN FAR000 STRUCTURES FLA. PE # 10737 CAN. 5370 = 2 m zg o n i n c C b O y} UG7 crfW c mten gE I El drawing no. W03 -33 (sheet Sol 8 J 069- AJE -c-t i4 - 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING .,,� i Permit No. PER1VIIT APPLICATION Mater Permit No. /EP— ® — 1 7 5' FBC 2001 Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) C j 11•-) Pr M unw 5 TIS..) Owner's Address 9f t(6 E 9 l City M I e1 5 r State P Tenant/Lessee Name Job Address (where the work is being done) SL b /J '£ S� City Miami Shores Village County Miami - Dade Zip l g Is Building Historically Designated YES NO Contractor's Company Name P i +h'(`" �� ` ' rJ Phone # S✓S S55 Contractor's Address 64 1J cJ 1 0 ( 5T Cit ILA ( el 64<r" Qualifier G E C kR Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Type of Work: ['Addition ❑Alteration (New Repair/Replace ❑ Demolition Describe Work: a 2 `;/-' �� se Zs `P �- ( ' R- $J a o0-.%) £- ,J -c p d * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ 5--- CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department State .e Structural Plan Review. $ Plumbing one # Zip ;.i 3� Phone # Mechanical Zip 5 Square Footage Of Work: �, 0 Bonding Company's Name (if applicable) r 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 .32500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 30 day of 0 , 20 Of , by a , b s' who is personally known to me or who has produced My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 12/15/03 As identification and who did take an oath. NOTARY PUBLIC: Signature Con The foregoing instrument was acknowledged before me this a day of Q 20 by who is personally known to me or who has produced as identification and who did take an oath. Sign: Print: My Commission Expi 'e'! MAY ° 3 2004 Expires October 13, 2006 ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning bP03- 0-73 33L a MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date ci/ /R/ Type Insp'n Permit No. i 64/ / 7 5 Name 5/1/21/ / 1/2U/ Address 8"S" 6 '2 $7-- Company / 'Q.- ')i j 006'n5 Phone # 303 - ^ / y sS5Y Inspection Date Approved Correction Re- Insp'n Fee 2//3434 MIAMI SHORES VILLAGE , t e BUILDING DEPARTMENT Building Inspection Request Dale "� TypeInsp'n Permit No. Name Address Company Phone # Inspection Date Approved Correction Re- Insp'n Fee tt 305- 795 -2204 MIAMI SHORES VILLAGE iUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Type Insp'n Permit No. Name Address `.( 6 /)' r � , • Company Phone # QS — l/ o S 7 I o Inspection Date Approved Correction Re- Insp'n Fee 4/6 I a a a� 34 '3 IAMI SHORES VILLAGE $UILDING DEPARTMENT m 305- 795 -2204 Bu'lding Inspection Requ AA Date L Time Type Insp'n 1)_I Inc. Permit No. OP 0 1-7 S e Name 51Ofl e i R Address a ( 0 Company P t CC Phone # For Inspector: Approved Correction Re- Insp'n Fee Name & Date MIAMI SHORES VILLAGE " ,I3UILDING DEPARTMENT 305-795-2204 Building Inspection Request c . 1- • _- Date Time - Type Insp;,n . Phone # ,r?" Permit No. _ ' — • Name ( Address „. Company U 1 : For Inspector: j Name & Date ,R<\ - " Approved 17 Correction Re-Insp'n Fee 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Master Permit No. Contractor's Name: 'Miami Roofing & Weatherproofing )846 NE 97 ST 1 Low Slope 1 Asphaltic Shingles I Prescriptive BUR -RAS 150 Low slope roof area (ft.') ) Section A (General Information) Process No. Roof Category E Mechanically Fastened Tile f Metal PaneUShingles I Other: Section B (Roof Plan) ) Job Address: )Miami Shores FL 33138 Roof Type New Roof F Re- Roofing I Recovering E Repair I Maintenance Are there Gas Vent Stacks located on the roof? i Yes 1 7,1 No If yes, what type? E Natural I LPGX Roof System Information Steep Sloped area 00 13110 Total (ft.') )3110 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): 1 Corner Size (a' x a'): 1 1 Mortar /Adhesive Set Tile I Wood Shingles/Shakes . 'k' A High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Roof Slope: 1 "/12" Roof Mean Height: 15 Ridge Ventilation: 1n /a Method of Tile Attachment: !Adhesive, Large Paddy Polyfoam Polypro Alternate Tile Attachment Method: 1n /a Clip Spacing for Metal Roof Panels Field: 1 Perimeters: 1 -- Corners: I Perimeter Width: 1 Section D (Steep Sloped Roof System) Sloped System Description Deck Type: 1 X 8" T & G J Page 4 Altemate Deck Type: 1 n /a Underlayment type: 1 #30 lbs Insulation /Fire Barrier Board: 1 n /a Optional Nailable Substrate: 1 n /a Fasteners: 11 1/4 RS nails Cap Sheet Type /Adhesive Type: 1 #90 lbs astm./ Asphalt type 4 Roof Covering: 1Regal /Spanish S Tile Roof Covering Attachment Method: 1PolyPro Drip Edge Size & Gauge:1 face 26 ga. _Ii Drip Edge Material Type: 1Galvinized Metal -1 Drip Edge Fastener Type: 11 1/4 RS nails Hook Strip /Cleat ga. or weight: 1 N/A 1 Roof System Manufacturer: (Hanson Notice of Acceptance Number:102 0916.09 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1:1 P2:1 P 3 :1 - 95. 1 Maximum Design Wind Pressures, (From the PCA Specific system): 166.5 . 'k' A High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Roof Slope: 1 "/12" Roof Mean Height: 15 Ridge Ventilation: 1n /a Method of Tile Attachment: !Adhesive, Large Paddy Polyfoam Polypro Alternate Tile Attachment Method: 1n /a Clip Spacing for Metal Roof Panels Field: 1 Perimeters: 1 -- Corners: I Perimeter Width: 1 Section D (Steep Sloped Roof System) Sloped System Description Deck Type: 1 X 8" T & G J Page 4 Altemate Deck Type: 1 n /a Underlayment type: 1 #30 lbs Insulation /Fire Barrier Board: 1 n /a Optional Nailable Substrate: 1 n /a Fasteners: 11 1/4 RS nails Cap Sheet Type /Adhesive Type: 1 #90 lbs astm./ Asphalt type 4 Roof Covering: 1Regal /Spanish S Tile Roof Covering Attachment Method: 1PolyPro Drip Edge Size & Gauge:1 face 26 ga. _Ii Drip Edge Material Type: 1Galvinized Metal -1 Drip Edge Fastener Type: 11 1/4 RS nails Hook Strip /Cleat ga. or weight: 1 N/A 1 Mean Roof Height in Feet 15 ' 20 ' 25 ' 30 ' 40 ' Roof Slope 1 1 1 1 1 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7 :12 24.4 25.9 27.1 28.2 30.0 High Velty Roofing ca MIAMI -DA COUN Hurricane BUILDIN DEPARTMENT ELECTRON Permit Appli APPLICATION tion Form Section E (Tile Calculations) For Moment based tile systems, chose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P 1:1-45 x A 0.311 - Mg: 8.34 = Mr1: 5.65 NOA Mf: 166.5 P 2: -95.1 x A 0.311 - Mg 8.34 = Mrl: 21.23 NOA Mf: 166.5 P 3: -95.1 x A 0.311 - Mg: 8.34 = Mrl: 21 NOA Mf: 66.5 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: 1 NOA Mf:1 Mr Required Moment Resistance* *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 5 M CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile d.b.a. Pioneer Concrete Tile 1340 SW 34 Ave Deerfield Beach, FL 33442 This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC NIIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade, County Product Control Division (In Miami' Dade County) and/or the AHJ (in areas other, than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Regal/Spanish "S" II 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. NOA No.: 02- 0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: 1. SCOPE This renews a roofing system using Hanson Regal/Spanish `S' II Concrete Roof Tile, as manufactured by Harlon Roof Tile d.b.a.Pioneer Concrete Tile described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable building code do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Hanson Regal / Spanish "S" II Tile Trim Pieces 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Test Product Tile Nails Product Tile Screws Roof Tile Mortar ( "TileTiteTTM ") Roof Tile Mortar ( "Quikrcte® Roof Tile Mortar #1 140 ") Roof Tile Mortar ( "BONSAL® Roof Tile Mortar Mix ") Roofing Roofing Tiles Concrete Dimensions Length: 17 '/4" Width: 13 '/4" %2" thick Length: varies Width: varies Dimensions Min. 10dx 3" #8x 2 %2" long 0.335" head dia. 0. 131" shank dia. 0.175" screw thread dia. N/A N/A N/A Specifications TAS 114 Appendix E TAS 114 Appendix E TAS 123 TAS 123 TAS 123 Test Specifications Product Description High profile concrete roof tile for TAS 112 direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof TAS 112 pieces for use at hips, rakes, ridges and valley terminations. Description Corrosion resistant screw or smooth shank nails Corrosion resistant:coated, square drive, galvanized, coarse thread wood screws 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 Generic (With current NOA) Generic (With current NOA) Bermuda Roof Company, Inc. (with (With current NOA) QuikTete Construction Products (With current NOA) W. R. Bonsai Co. (With current NOA) NOA No.: 02- 0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 2 of 6 Roof Tile Adhesive ( "Polypro® AH 160 ") Roof Tile Adhesive TileBond Hurricane Clip & Fasteners 2. LIMITATIONS N/A Factory premixed canisters Clips Min. %2" width Min. 0.060" thick? Clip Fasteners Min. 8d x 1 ''A" 4.2 Data For Attachment Calculations See NOA See NOA TAS 114 Appendix E Two- component polyurethane adhesive designed for adhesive set roof tile applications. Single component polyurethane foam roof tile adhesive Corrosion resistant clips with corrosion resistant nails. Polyfoam Products, Inc. (With current NOA) Flexible Products (With current NOA) Generic (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 in accordance. with RAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson Regal /Spanish `S' II Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. NOA No.: 02- 0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 3 of 6 Table 3: Attachment Resistance Expressed as a Moment - M (ft -Ibf) For Nail -On Systems ° I Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min: 19/32" plywood) Battens Hanson Regal /Spanish 'S'• II • 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 . #8 Screw 20.7 20.7, 18.1 2 . #8 Screws 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 2 -10d Ring Shank Nails' 33.1 48.1 1 45.2 1 Installation with a 4" tile headlap and fasterners are located a min. of 2 %" from head of tile. Table 4: Attachment Resistance Expressed as a Moment Mr (ft -Ibf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Regal /Spanish 'S' 11 Adhesive 29.3' 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 1: Aerodynamic Multipliers - X (ft - M (ft -Ibf) Tile X (ft 4 ": 12" X (ft Profile Batten Application Direct Deck Application Pioneer Regal /Spanish 'S' II 0.287 0.311 Table 2: Restoring Moments due to Gravity - M (ft -Ibf) Tile Profile 3 ": 12" 4 ": 12" 5 ": 12" 6 ": 12" 7 ": 12" or greater Pioneer Regal/Spanis h 'S' 11 Batten s Direct Deck Battens Direct Deck Battens Direct Deck Batten s Direct Deck Batten s Direct Deck 7.77 8.34 7.65 8.20 7.49 8.03 7.30 7.83 7.10 7.61 NOA No.: 02- 0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 4 of 6 Table 4A: Attachment Resistance Expressed as a Moment - M (ft-lbf) For Sin • le Patt Adhesive Set S stems Tile -Profile Tile Application Polyfoam PolyProT"' Minimum Attachment Resistance 66.5 38.7 Hanson Regal /Spanish 'S' II Polyfoam PolyPro 4 Large paddy placement of 63grams of PolyProT"". 5 Medium paddy placement of 24grams of PolyProTM'. ' Table 4B: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) For Mortar Set Systems Tile Profile Tile Application Attachment Resistance Hason Regal /Spanish 'S' II Mortar 24.5 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 02- 0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 5 of 6 FASTENER HOLES PROFILE DRAWINGS OVERLOOK 1 I 13 IA" UNDERLOCK REGAL AKA SPANISH "S" II HANSON REGAL /SPANISH `S' II CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 02- 0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 6 of 6 Miami Shores Village Building Department BUILDING CRITIQUE SHEET 13 `P' deascr'it-z-A 10050 N.E2nd Avenue Miami Shores, Florida 33138 Tel:'(305) 795.2204 Fax: (305) 756.8972 Permit No :. BP 03 4-- 3 5 Sob . 4 n4o 3 6 1. c9 91 S 9 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. °1 Registered Architect and /or Engineer a Name and address of licensed contractor Location and legal description of lot to be b t on: Lot Block Sub 'vi Street and Number where work is to be done State work to be done and p on of building (b , floors) v.. New Building Remodeling Addition Repairs No. of S ones To be constructed of Kind of foundation Roof Covering. Estimated Total cost of improvements $ / 75 d __ Amount of Permit $ ` 7 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 this permit, as are licensed by Miami Shores Village. - Remarks____ STATE OF FLORIDA, COUNTY OF DADE. SS. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared -- - - -- 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. // £' S' Date F' - "1 Read, Sworn to and Subscribed before me. Disapproved Date ��/ Notary Public (Signed) �- 6dP__.. a' �i' � ,:- ` � �+ � ' L �Y , State of Florida Building Inspe4l. r My Commission Expires (Signed Date 9_ /6 19 9' No.?"(p Street_i ° A • //0.40_A/ CA /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 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.