The URL can be used to link to this page

65 NE 92 St (11)CONTRACTOR New Construction Name _..5 e 77; � 5 " .-At Z� ..J License No. c G C O0 x-7-5 F Address ,/O 1 Z/ Si--'+J % ( 0 57 . / tom(t ■-t (( ft. 33/ 4'J Fax Telephone 3 c s ,-- s - 3 , Fax 3 2 2 ..d �Y4 74 . 6I 1+ - Name ^ fC L 1.-- )--f ` ` o PROPERTY OWNER New Construction Name .41E0. L L. _..5 e 77; Address a.S AA 4e : 9 L 57- - /4 SGt c re_ 5. d: Home Telephone Business Telephone Fax TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'l Detachment Other Step 1. Job Address: ••• • • ••• • • • • • • • • • ••• • ••• • • • • • • • • • • •.••. •;; • •• • • • • • •• • • ••• • ••• • I - The following stens must be taken to obtain a permit fromlthe Miami Shores Village: • Complew the enac ted:etry$ aacation•which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or ty e2o alloMort dlort, a j upie processing of your application. If roofing work will be done, a roofing application must be submit- ted along wit?' tftis permit application. •• • • • • • Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. A PPLICATION 65 4/c. Address Lot Block PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other • • •• • • ••• 9 7 Apt. PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax Master Pennit No. Subsidiary Permit N o . / / e/(47-1--f / LS4 /es, / City State Zip Folio Number Description of Work Y 'O( 77(P e ./ PERMIT APPLICATION Subdivision PB PG Zoning Linear Feet Current Use of Property si Square Feet 2 .5 U e Units Floors Proposed Use of Property 50'52 Value of Work l it /3/ b a 4). v Bldg Value Tenant Information Tax Assessed/Appraised Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax 3 s -T1E 63 Page 2 ••• • •• . : ••• • • • • • • • PERMIT APPLICATION • • • • • • ••• • • • • IMPORTANT NOTICES • DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying ici a does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. , • 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY l'rpmfiot�trdaion debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBIS. �• •: ' ' • • • 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND•MlYNCti I UMW& STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1°' Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STA UNTY MIAMI -DADE �• (---- tore of Owner Print Name _ l Sworn to and subscribed before me this b ✓ 74. day of DEC la(7 "-too Z P Signature of Notary Pub ' -.State of Florida • ELIFA BONILLA SEAL: (1 MY COMMISSION # DD 011888 ,f EXPIRES: March 23, 2005 1 1.. 4.3 iOTARY FL Netery Servic3 & Bonding, Inc. Personally known OR, Produced Identification Type of Identification Produced: STATE Signa(ure of Contractor / Qualifier / Print 1Qame orn to and subscribed before me this 57.4' of (Die�teak4 a Z, O F M . -DADE Signature of Votarx blie 1 State of Florida ELIFA BONILLA SEAL: (f) MY COMMISSION # Do 011868 EXPIRES: March 25, 2005 1-e lY &NOTARY FL Notcry Servo & Bonding, Inc. 1 Personally known OR, Produced Identification Type of Identification Produced: ELECTRICAL, "rl'PI. Minimum Fee ..' . • Q '''1'. • ": Hrf r "' QTY. TYPE Outlet, Appliance Q . i v T1 PE Service Repair (11 Y. A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE. Minimum Fee QTY. TYPl. Condensate Drain QTY . Generator QTY . l . YPE• , Refrigeration, Tons Q . l . Y A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBING . l'YPI. A/C Condensate QTY. TYPE Drains, Roof Q . l . v , . l . y i i; Miscellaneous Fixture QTR . Soakage Pit QTY Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply • ..• • •. • Page 3 • .• • • • • • • • • •. • • • .•• • • PERMIT APPLICATION • • .•• •• • • • • . •• • .. • • •• • . . • INSTRUCTIbN$;.P1ea %e in$fcate the tyf'of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: Page 4 OFFICE USE ONLY C I IECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review Notary ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ I k '7 s 0 $ 3c d $ q, 8 (Xq..ftt. = x/1000 $ (¢.005 /sq.ft.) $ (¢.01 /sq.ft.) SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE ) 4- 9 ••• • • • •• •• • • • • • ••• • • • • • • • • • PERMIT APPLICATION • • ••• • •• ••• •.•;• •• ••• ❑ CONDO ASSOCIATION APPROVAL ••• (Attach} • •• •• • • • • • •S . • • •• i.B PR KOV ti2 esta l irants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES TOTAL $ 1 S , 0 ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com Test Date January 6 , 2003 Project 65 NE 92 Street, Miami Shores F1. Contractor MIS Corp Permit # C3 p 2no2. — 2. 1 23 Roof Pitch 3 1 /2 :12 Tile Installation Date January 2,2003 Attachment Method Poly Foam Tile Type Altusa TEST RESULTS: PASSED See Attached Sketch For Further Details A. Tomassi Roof Testing, Inc 1557 7204.6i Dcxie V494.044. Posopuro ea ck , ?Bmcida. 33060 TAS 106 -95 Roof Tile Uplift Test Report (954) 788 -3944 All testing is in strict accordance with The 2001 Florida Building Code, High Velocity Hurricane Zone Testing Application Standard (TAS) 106 Each Test location was pulled using a Chatillon Force Gauge to a minimum of 35 Ibs.. TEST SUMMARY Roof Area Total # of Tests # of Tests Passed % Passed Field & Ridge 25 25 100% Corner 10 10 100% Perimeter 10 10 0 % Al Maccagli, RRC #116 Dade County Certified Testing Agency # 02- 0814.10 Testing * Design Specifications * Management * Quality assurance r -r r T 5 NE 'I2 -r T i cA 4 A, ; 5k f (o( J et T -r T 7 1 UNIT UNDER TEST: Mfr S /N: Cust S /N: PROCEDURE NAME CALIBRATED BY: P.O. NUMBER: SUBMITTED BY: CHATILLON DFIS100 DIGITAL FORCE GAUGE B39539SL B39539SL SYN141 Juan Balceiro VERBAL A. TOMASSI ROOF TESTING, INC 1557 N. DIXIE HWY POMPANO BEACH FL 33060 Synergy Labs, Inc certifies that the above listed instrument meets or exceeds all specifications as stated in the referenced procedure at the points tested (unless otherwise noted). It has been calibrated using measurement standards traceable to the National Institute of Standards and Technology (NIST), or to MST accepted intrinsic standards of measurement, or derived by the ratio type of self - calibration techniques.This calibration complies with ISO Guide 17025 and ANSIINCSL Z540 -1 -1994. Calibration procedures used provide measurement uncertainty ratios of less than or equal to 4:1 of the specification of the unit under test, with a coverage factor of k =2 at a confidence level of 95 %, unless otherwise noted This report may not be reproduced, except in full, unless permission for the publication of an approved abstract is obtained in writing from Synergy Labs, Inc. REMARKS: This unit was found to be in tolerance at the time of calibration. No adjustments were necessary. Standards Used Trace No 999471 999002 Signed: Description CERTIFICATE NUMBER: 39382:1040053637 TROEMNER 9080 WEIGHT AMETEK WG -23 WEIGHT SET PRINTED ON: 16 Dec 2002 Report of Calibration Synergy Labs, Inc 9831 E Evergreen St. Miami, FL 33157 888.346.2430 Signed: PERFORMED ON: NEXT CAL DUE:: TEMPERATURE: HUMIDITY: CAL DATE 23 Apr 2002 6 Jun 2001 16Dec2002 16Mar2003 71.0 °F +/- 1 DEG 40 % +/- 5% CAL DUE DATE 23 Apr 2003 6 Jun 2003 REPORT OF CALIBRATION for SERIAL NUMBER: B39539SL Synergy Labs assigned ASSET NUMBER: 39382 Page l of/ U n Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2002 -2123 Printed: 12/9/2002 Applicant: PAUL Owner: SMITH JOB ADDRESS: 65 Contractor MIS CORPORATION Local Phone: 305 - 553 -9476 Parcel # 1132060130260 Fees: Description Amount FEE2002 -7038 Building Fee $187.50 FEE2002 -7039 Buildier's Bond $300.00 FEE2002 -7040 CCF $7.80 Total Fees: $495.30 Total Fees: $495.30 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 6/7/2003 Work: RE ROOF TILE WITH A NEW ALTUSA ROOF If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is ranted to the contractor r b ild r named above to i r g or u e med b e o the build building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: NE 92 Building Permit SMITH PAUL ST Contractor's Address: 10221 SW 16 ST Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 19 & W 1/2 LOT 20 BLK 2 LOT SIZE Construction Value: $13,000.00 Page 1 of 1 Signed: (INSPECTOR) BY: J 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. REG C01 121002 0920 MCUO1 003314 CASH $495.30 (Contractor or Builder) BY: NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 2. Description of improvement: 3. Owner(s) name and address: A.c. 0 P/4 46x,") e ; Iv/ A e ' Interest in property: Name and address of fee simple titleholder: rani 5 e-e X10, j 4 i ,'o,J 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 4. Contractor's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices r other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: . I 8. In addition to himself, Owners designates the following person(s) to reLteive'a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different Is pecified) re f Own WITNESS my hand ar HARVEY RUVIN, CL A D 20 eat. it and County Courts D.C. ' 1 R x 2002 DEC 09 12 :12 A STATE OF FLORIDA. COUNT OF DADE l I HEREBY CERTIFY that this s 00 J of the �1 P ! ;.;0 c, origin led in this othc on — ?r --� �f� / L I ' Signatu Owner Print Owner's Name PdvL ‘ ' - i Prepared by fte/:► /�a,% \ iiii `��►�� U re I G o � �� P Y Sworn to and subscribed before me this 9 day, 4 200"< O� ber o (� : 4 B ig _ Address: Zy Z.S � N•tat Z g VgiaryFu `� lti * Z : * m ai.,/ is A 3344i'z Print Notary's Name v im ; #D0141537 , !. My ccmarni�3sion expires: "�'`•'.;: 123 :07 52 PAGE d 8/02 ','mile; 1111111 �```t Roof System Manufacturer: 4 I ,1f,g-z_ �, C / . , , - e rf _ 71 - Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 7 L 9 P2: 2 -2 ' P3: -2 °2-( Maximum Design Pressure (From the NOA Specific System): ( 6 • Method of tile attachment: A 0%,=-:. ,t,--t -le -1~ Roof Slope: :12 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Deck Type: ype Underialme 1 1 1 Insulation. Ridge Ventilation? Mean Roof Height: i 2 t Steep Sloped Roof System Description Fire Barrier. 7 2- 3 i1/, k astener Type & Spacing: dhesive Type: ype Cap Sheet: /t7 _ - � ,i 1 <6 6 oof Covering: Type & Size Drip Edge: 3x M Required Moment Resistance* Mean Roof Height - Roof slope I 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 322 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 84.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope g Job Site Aerodynamic Multiplier a, NOA Restoring Moment due to Gravity M NOA Attachment Resistance Mr NOA Required Moment Resistance M, Calculated Minimum Attachment Resistance F NOA Required Uplift Resistance F, Calculated Average Tile Weight W NOA Tile Dimensions 1= length w= width NOA All calculations must be submitted to the Building Official at the time of permit application. Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M the values from M If the M values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P 4 7 1 A.. 77 `( _ / 3.0 y M 54' = M ,. 7 t' c NOA Mr 6 (P2: O i, x A / _ 27 ) - Mg: - 3 = M '2 2 2 / NOA Mr b f - Mg: `S s = M , • 3 77 7 ( NOA 6 b • T Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA I *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F. If the F' values are greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" = Fri: = Fr2: Fri: (P i l: = a w:= ) -W: a' cos 9: (P2: al: = w:= ) -W: a cos 0: (P3 : 11: = 1 w: = ) - W: a cos e: NOA F' NOA F' NOA F' 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 T ---" A,B,D,E 1.2.3.4.5,6,7 ' etal 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 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re- Roofing Only) 7. Any Required Roof Testing /Calculation Documentation Florida Building Code Edition 2002 1 High Velocity Hurricane Zone Uniform Permit Application Form. I INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS REQUIRED: Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Master Permit No. Contractor's Name A'1 Job Address ❑ Mechanically Fastened Tile tMorta Set-Tile _L) ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) ❑ Low Slope ❑ Asphaltic Shingles ❑ New Roof Section A (General Information) Process No. 6 ROOF CATEGORY 1 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and ocation of parapets. I(I MhhIIIIiiIi • MIAMIDADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Almar (USA), Inc. 6801 NW 77th Ave. Miami ,FL 33166 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 - 2908 CONTRACTOR LICENSING SECTION (305) 375.2327 FAX (305) 373 -2538 CONTRACTOR ENFORCEMENT DIVISION (303) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Altusa "S" Clay Roof Tile under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade Count y Building - _ - _. • ... . . - _ - i ... Code Compliance Office (BCCO) under the conditions specified . heren. This NOA shall not be valid 'after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00- 0822.07 EXPIRES: 12/16/2002 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 11/22/2000 7 21 7 2-- Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 1 \ 304500011 pc200011templatee\notce acceptance cover page.dot Intern 1 , )Iil a(Q / C C 01J) stmasterQbuildingeodeonline -rnm fit Nnmunnn.,• k ;,..//..,. LWa n 7' 7 1 . 1 n n 7 ' n 7' 9 n N ALMAR (USA), INC. ACCEPTANCE No. :822,07 . SCOPE This revises a roofing system using `Altusa One Piece S' Clay Roof Tile, as manufactured Almar (USA), Inc. described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For the locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. Category: Prepared Roofing Sub Category: High Profile Tile 2. PRODUCT DESCRIPTION Manufactured by Applicant Altusa One Piece 'S' Tile Trim Pieces Clip #30 Felt Product 7 •J nlnn•n11 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Dimensions 1= 18 'V." w = 10.5" %a" thick nominal 3.25" high 1= varies w = varies varying thickness I =6" d = 0.125" Dimensions N/A Test SpecificationA PA 114 2.1 Components or products manufactured by others Test Specifications 2 Tile clip APPROVED: November 22, 2000 EXPIRES: Dgcember 16, 2002 Product Description Product Description PA 112 High profile clay roof tile. For direct deck or batten nail - on, mortar set or adhesive set applications. PA 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Manufacturer ASTM D 226 Saturated organic felt to generic type II be used as a nailed anchor sheet. Frank Zuloaga, RRC Roofing Product Control Examiner UIJn7.71 Inn7 •n7.9nu ALMAR (USA), INC. Tile Nails Product #43 Coated Base Sheet Mineral Surface Cap Sheet Wood Battens Tile Screws Roof Tile Mortar ( "TileTiteTM ") Quickcrete Roof Tile Mortar Roof Tile Adhesive ( "Polypro® AH 160 ") NOTICE OF ACCEPTANCE: Dimensions N/A N/A vertical min. 1" x 4" horizontal min. 1" x 4" for use with vertical battens Of min. 1" x 2" for use alone Min, 10d x 3" #8 x 2 'A" long 0.335" head dia. 0.131" shank dia. 0.175" sctrew thread diameter N/A N/A NIA Test Specifications .a nicc.nM 3 STANDARD CONDITIONS Product Description ASTM D 2626 Saturated and coated organic base sheet for single or double ply underlayment. ASTM D 249 Mineral surfaced asphalt generic roll roofing for use as a top ply in a double ply underlayment system. Wood Preservers Salt pressure treated or Institute LP - 2 decay resistant lumber battens PA 114 Appendix E PA 114 Appendix E PA 123 PA 123 ACCEPTANCE No.: 00- 0822.07 APPROVED: November 22, 2000 EXPIRES: December 16, 2002 Corrosion resistant, smooth, screw or annular ring shank nail, Corrosion resistant coated, square drive, galvanized, coarse thread wood screw Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Scc PCA Two component polyurethane adhesive designed for adhesive set roof til Manufacturer generic generic generic generic Bermuda Roof Company, Inc. (with current NOA) Quickrete Mortar (with current NOA) Polyfoam Products, Inc. with current NOA) Frank Zuloaga, RRC Roofing Product Control Examiner . W,In7•71 Inn7 •n7.9nW ALMAR (USA), INC. ACCEPTANCE No.: 00 0822.07 APPROVED: November 22, 2000 EXPIRES: December 16, 2002 NOTICE OF ACCEPTANCE; STANDARD _CONDITIONS Test Product Product Dimensions Soecificationl Description Manufacturer Tile - Bond 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106, 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments 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. 3.7 May be installed on slopes 7 :12 and greater. 4. INSTALLATION 4.1 Almar `Altusa One Piece S' Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. b ..1 OICC.nkI Factory premixed See PCA Single component Flexible Products canisters polyurethane foam roof (with current NOA) tile adhesive 4 r- Zuloaga, RRC Roofing Product Control Examiner J,l 17 7 r inns . n7 : 9nW Table 3: Attachment Resistance Expressed as a Moment - Mt (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19132" plywood) Battens One Piece 'S' Tile 2 -10d Ring Shank Nails. 28.6 41.2 19.4 1.10d Smooth or Screw Shank Nall 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Screw 28.7 28.7 N/A 2 .#8 Screws 58.2 58.2 26.8 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 fEave Clip) 38.1 38.1 41.8 2 -10d Ring Shank Nails , 33,1 48.1 45.2 1 Screw with Altusa Cli One Piece 'S' TIIe' 1 Screw with clip 187.1 187.1 N/A 1. Screw must be installed in the inside nail hole located nearest to the hump of the tile. Table 2: Restoring Moments due to Gravity - M (ft -Ibf Tile Profile 3 " :12" or Tess 4 ":12" 5 ":12" 6 ":12" 7 ":12" _greater Battens or Direct Deck One Piece 'S' Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 4.47 6.35 4.40 5.27 4.31 5.18 4.20 5.03 4.08 4.89 Table 1: Aerodynamic Multipliers • k (ft') Tile Profile 2. (ft Batten Application , 0.253 A. (ft Direct Deck Application 0.274 One Piece 'S' Tile ACCEPTANCE No.: 00- 0822.07 APPROVED: November 22, 7000 EXPIRES: December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 4.2 Data For Attachment Calculations ALMAR (USA), INC. C •a QICC•Cal 5 Frank Zuloaga, RAC • Roofing Product Control Examiner , VAI7 :7I Inn7 •n7'9n\ Table 4: Attachment Resistance Expressed as a Moment Mt (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application - Minimum Attachment Resistance One Piece 'S' Tile 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 prams. Table 4A: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance One Piece 'S' Tile Polyfoam PolyPro"' 66.5" Polyfoam PoIyProTM 38,7' 4 large paddy placement of 63grams of PoIyProTM. 5 Medium paddy placement of 24grams of PoIyProTM. Table 4B: Attachment Resistance Expressed as a Moment - M, (ft•Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance One Piece 'S' Tile Mortar Set' 24.50 ALMAR (USA), INC. ACCEPTANCE No. : 00- 0822.07 APPROVED: November 22, 2000 EXPIRES: pecember 16.2002 NOT3CE OF ACCEPTANCE: STANDARD CONDITIONS 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer, name, 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. 0 •a Oloo'oM 6 Frank Zuloaga, RRC Roofing Product Control Examiner W,117:7 1 l nn7 ' n7''9nw ALMAR (USA), INC. APPROVED: November 22, 2000 EXPIRES: December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS PROFILE DRAWINGS ONE PIECE `S' CLAY ROOF TILE 10 -1/ 2" 1 •a oinn.nki 7 ACCEPTANCE No.: 00- 0822.07 Franc uloaga, RRC Roofing Product Control Examiner , IL-117 111117 •n7:9nw ALMAR (USA), INC. ACCEPTANCE No.: 00- 0822.07 APPROVED: November 22, 2000 EXPIRES: December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS CLIP DETAIL 11M 11M 3N' 8 EW(HOLDO CLIP ONTO OEC1C) SCREW IN ME IN90E NUl NMI NEARINT TO TN! NUM* OF T146 T1Li DECK 0 .1 /PP'(1)i 8 2itrOVEgVM .60/445N (COVaR$ MN TRfi BY r LTUS• HOLE) mP,) CLIP PUCEMENT PETn7l Zuloaga, RRC Roofing Product Control Examiner w, 17 7 I inn? ' fl7 9nW ALMAR (USA), INC. ACCEPTANCE No.: 00- 0822.07 APPROVED: November 22, 2000 EXPIRES: December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITXONS 1, Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test- supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control 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 been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6_. .The Notice_of_Acceptance. numberr preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance contains pages 1 through 9 END OF THIS ACCEPTAN 9 Frank Zuloaga, RRC Roofing Product Control Examiner wa»' 7 i inn? . n7.9nw t. 1111 I. Clay tiles shall be Altusa S' as manufactured by Alfreria Del Tlrblo SA (ALTUSA) for Alm (USA), Inc. 181/2" long by 101/2" wide nominally. 1, Under eave shell be (specily 0 1. Clay 'eve closure t. Rubber eave closure 3. Mortar filling with weep hole 4, Metal closure e. Asphalt plastic cement: Heavy body composed of asphalt and other minerals, con- forming to ASTM 02822 and Federal Spec. SSC -153 type 1. I. Cement Mortar 1. Cements a. Blended Cements - conforming to ASTM C -91 type M 1. Portland Cement - conforming to ASTM C -150 type! L Masonry Cement-conforming to ASTM C-91 type M P_ Sand - conforming to ASTM C-144 uniformly graded, clean and free from organic materials. 3. Mixes- conforming to ASTM C -270 type M (select one) 1. Cement 2.07 + — E-1 -A k. Combination of cement 2.07 E - 1 - C 1. Mortar flow 110 + — 5% conforming to ASTM C -230 Flow Table. 2. Pecking; Solld decking shall be of proper thickness (1/2" minimum plywood sheathing) to be structurally adequate and properly fastened to support the anticipated loads. Decking material and Installation of It shall comply with all local Building Code Requirements. 3. Utderlayment: Never Install underlayment on wet, frozen or Icy surfaces. Sweep roof surface broom clean. Cover all sloped roofs under tile with the beet quality asphalt Impregnated roofing felt weighing not less than 43* per square feel Splelty Mired Uolldeyteeel: Consult Local Building Codes for Compliance Ns11 -011 Istillstioas: A. Minimum 4/12 and greater, Lay one layer of dry 901E base sheet with a.sealed minimum 4'__ headlap and 6' side lap and nominal 3' tile headlap. All tile nail penetrations to be sealed with plastic cement, Merle -On Isstsilalbes: B. Pitches 2 1/2/12 and greater (refer to building codes for minimum), Lay one layer of 30* left, secure In place with tin toga as code requires. Lay with minimum 2" headlap. Apply 90* mineral surfaced rooting feet to be solidly mopped to the 3041 felt with hot asphalt. lay with minimum 2" headlap and 6" side lap. Back nail 90* felt with cap or tin tags 12" o. c. 4. Fastening Systems; Nall -On installations A All nails should be large headed nails, 8 penny, corrosion resistant, long enough to penetrate through the sheathing by 3/4 ". Copper, stainless steel or hot dipped galvanized nails are to be considered to extend the Ille of the root. All nails penetrating through the watertight seal should be waterproofed with mastic sealant complying to ASTM 0. 2822.75, type II. Nall length may vary, depending on the thickness of plywood and exposed ceiling situations where nail exposure Is unwanted. I B. For steep roof applicatlone above 7/12, additional fasteners may I* required, 1 e, tile tie systems, nall- locks, wind -locks per manufacturers spectilcatfone . (consult local building codes), n1 'J nlnr'nel NAIL UNIVERSAL TILE NAIL UNIVERSAL TILE OOVI TAIL LOCKS ALTUSA S' FIELD TILE PAOR1 AR IDLY FIELD TILE FELT \ s-NAILERB NAILER5 GABLE TO SABLE SECTION NIP I RIDGE TILE MOATAA TILE FELT ALTUSA S' I r 1 1 M'RTAR NAIL VN VEROAL TILE NAIL NAILON I' FOR 7:12 SLOPE ANC HIGHER IAIJ77' 7 1 1 nn7 '(17' one WOOD NAIL A �� - � Y ' �1� a` HIP AND RIDGE '. SECTION TILE IN 3Y3TEM REGLET FLA$HINO NAIL hOLE ew HIP AND RIOGE TILE FLASHING AT WALL NAILER TILE RIVE NAIL.. e% HOLE OM GABLE -RAKE FELT FLASHING AT WALL TECHNICAL DATA MUD /NAIL METAL CHANNEL FLABHINO Weight per Tile (Nominal) .... 7 lbs. Pieces per Square (Nominal) 97/100 Overall Size (Nominal) 18 1/2 x 10 1/2 Exposed Size Max. (Nominal) I5 1/2 x 16 1/2 Tile Thickness (Nominal) 112 " Firing Temperature 2000 ° F Breaking Strength Avg. 1,000 Water Absorption Avg. 5.2% Freezing Test No tile cracking after 50 cycles Fleshings: A. valleys (select one) 1. Install roll valley minimum 16" width with 6" lap joints. Nail to secure in place as code requires. Z. Install preformed open valley minimum 16" width with minimum 2 1/2" high center end minimum 1" metal edge returns. Lap joints minimum 6 ". Secure In place as code requires. II. Dormers, side, chimneys and other vertical wall surface fleshings shall extend upward at least B" and be completely counter - flashed. Flashing shall extend under the the a minimum of 5" with a 1" tum up at edge. C. Where sloped root surface meets the face of vertical wall surfaces at dormers, chimneys and other walls, the flashing shall extend up the facing wall a minimum of 4" and extend downward over the top of the tile a minimum of 5 ". The vertical wail surface shall be completely counter flashed. D. Eave drip metal shall be nailed or stapled along and directly on top of sheeting, fastened 6" o. c. and 1/2" In from top flange. lap all pints a minimum of 3 ". 5, A,1! )! Tae; A. For mortar on application, mark horizontal guidelines at 16 1/2 ", which will provide a 2" nominal headlap. D. For nail -on application. mark horizontal guidelines at 16 which will provide a nominal 21/2" headlap. C. Mark all vertical guidelines at 9 ". D. Set first course at 161 /2" from the eava This will provide a 2" overhang at the eave. E. At the eave line, clay, mortar, rubber or metal bird stop shall be used to boost the first row of tile. Note: In high wind and hurricane areas, additional fasteners may be required at the eave course. Consult local Building Codes for requirements. F. For mortar-on settings, each the shall be set over a full trowel of mortar placed directly under the projection of the left flat side of the tile. Press the down firmly to allow wet mortar to 1111 "Dove Tail Locks" for proper bond. 1. For pitches 4/12 and above, nall save course with one nall In addition to mortar. Apply plastic cement to seal all nail penetrations. Y. For pitches 8/12 up to and Including 7/12, nail every third tile in every fifth course in addition to mortar. Apply plastic cement t6 seal all nall penetrations. 3. For pitches above 7/12, nail every tile in addition to mortar. 0. For nail installations, Install tile with nails of sufficient length to penetrate the deck by 3/4 ". For pitches above 6/12, all tiles shall be attached with a minimum of two nails. Seal WI nail penetrations with plastic cement H. At 56' above grade or greater, all the must be attached with a minimum of two..nalls In both a nail -on or mortar set Installation. 1, Fasten and cement all gable rakes at the horizontal guidelines. J. Where the overlaps flashing, the must be secured with approved the adhesive or cemented in place. K Tlb must cut smooth and straight to maintain the proper width In the open valley. Width In the open valleys may vary according to local conditions. It Is recommended that the minimum width of exposed metal be 4 ", L Where field tile meets the hip nailers, the should be cut along the hip boards. The joint between the cut the and the hip nailer shall be sealed neatly with plastic cement. M. Ali hip and ridge tiles shall be set In a bed of mortar and fastened with a 21 /2" nail. It Is then recommended that the mortar be pointed to a clean surface. — ••------ _ -__ -- — - IU,l77'71 -I nn7 •n7 :cnu__ 50 Years WARRANTY (LIMITED) „ 11111111111 111111 11 '111 • lob ♦♦•♦•••••••••• •••••1••••••••••••••• � /1 111 � • The Manufacturer warrants the performance of each individual "S" ELEGANT and ALTUSA MISSION. Clay Roofing Tiles to remain of a quality that obtain the Stoneware classification, due to conditions of manufacturing of our clay roofing tiles. Altusa does not warrant accessory materials or installation labor provided by other. Altusa warrants unto the registered holder of this certificate that each Altusa's tile properly installed at the designed address will for a period of SO years from the date of installation remain incombustible, won't be damaged by vermin, or allow passage of water due to decomposition or decay, the tile will not change color from the one it had at time of delivery, Altusa will provide, within ninety (90) days from the date of our investigation, at no cost to the Registered holder, replacement for any tile which exhibits these specific defects. This warranty does not cover. 1) Damage to the tile caused by installation not according to the printed recommendations issued by the company; 2) Surface cracking or chipping; 3) Defects or failure of other materials used as components of the roof or structure; 4) Damage to the tile caused by roof traffic or foreign objects falling on the roof; 5) Hurricanes, tornadoes or other Acts of God. The foregoing is the entire expressed warranty of Altusa, and is independent of any ocher warranty made by any other person. Altusa, shall in no event be liable under any circumstances for incidental or consequential damages, or for any damages to any structure its contents, or its occupants. Some states do not allow the exclusion or limitation of incidental or consequentioal damages, so the above limitation may not be applicable in those states. Claims under this warranty will be honored only when the following conditions are met. 1) The holder of this certificate is the original legal owner of the property shown herein (if original owner is a developer, this warranty can be passed up to the fast registered buyer of the structure), or the legal owner of record of the property shown herein at the time of installation of Altusa tiles, town existing structure; and 2) the registration certificate shown herein has been properly executed and forwarded to Altusa within ninety (90) days - - --- of installation or original ownership, and 1) the - registered owner notifies Altusa promptly after the facts on which the claim is based become known and 4) Altusa has had an opportunity to investigate and approve the claim before any repairs are made. For further information, concerning your warranty, contact: I INTERCLAY CORPORATION 8645 N.W. 77TH AVE. MIAMI, FL 33166 (305) 471 -5830 FAX (305) 471 -6833 Manufacturer: ALTUSA Alfareria del Thrbio, S.A. Carrera 1— Zona industrial N' 2 Barquisimeto — Venezuela Name of Thing Contractor Installation Comment: Date of Tile • r • + • 14111 4111, 41111. 4110 • i 411.1. 411' 4111P • • r • • i • • • ♦41110 • • • • ` e► ♦ 411IP r • r a • r • ♦411P 40. i4111. r • • ♦ISO • • • • • • r • • 41•■I41111 • • rr • • r • • 41111P 411D. 41111 4.► ♦ 4 = 0 4111111. 4 1111 0 1 I 41P • • • • • • • • • • r► ♦IMP 4111► ♦+ 1111111 111111111111111111111111111111, ■-_ •♦••••••••.••••••••••.•• ∎∎ •••••••••• rJ I 1 11111111111111111111111 91 a aicc'OM wafi7•7 idinn7 •n7 ?cnu 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. V--‘) 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. ?LS 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). LS 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. L 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. ? t-- 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. ?CS 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. Owner's /Agent's Signature C:\DOCW I E- 1\cmp\LOCA LS— I \Tcmp\SECTION 152.1.dx / /2 / /0 Date ontractor's Signature • APPLICATION FOR BUILDING PERMIT Applicat on is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing o. other stru ture he) ein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores V-hag F onda, and all provisions of the Laws of the State of Florida, all ord'nances of Miami Shores Village and -11 riles and regulations of the Building Division cf Miam Shores Village sh 11 be con plied with whether her m specified cr not. A , op of approv d plans and specifications must be kept at building during progress of the work. Owners Name and Address Creel-Bishop Registered Architect and or Engineer New Building X STATE OF t LORIDA, COUNTY OF DADE Disapp o ed (Signed) _ }ss. BUILDING INSPECTION DEPARTMENT Remodeling Additi Date Buildi /nspec or • MIAMI SHORES VILLAGE Date_ Name and address of licensed contractorB- SCayne Roofing Co. 5180 E. 11th Ave Location •nd legal description of t to be built on • Lot__ _ _ __ Block Subdivision_ Street and Number where work is to be done_ 6.5 N.E. _ 9 2nd St State work 'c be done and purpose of building (by floors) New cement shingl *e tile roof. March 18, _ 19 69 No. 43 39 Street E . 8th Ave. Repairs._. and for no other purpose. _ No. of Stories ._ _ .. Roof Covering.. _ Tile 30 Sq . _ To be constructed of _ Kind of foundation Estimated Total cost of improvements $ ___ 950 o O 0 Amo , r • Permit $ Zone cubage required_ plan Cubage Distance to next nearest building_ _Size of Building Lot Maximum live load to be me by each floor ___ . I here y submit all the plans .d •• o sa'd rilding. All notices with reference to the building and its con :tniction may be sent to________ The undersigned •applicant for this building permit does hereby certify that h- 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 prw'sions thereof, and will require similar compliance from all contractors or sub - contractors employed by him m the work to be j .' rformt d u der this permit; and will post or cause to be posted .r inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agree, to ploy only s 'contractors, on work 'o e pe formed under th s permit, • = are licensed by Miai. S: ) e Village. - Remarks__ _. _ (Signs &•fore me, • he undersigned authority a notary publ.. , duly uthorized to administer oath': and take acknowledgments, per,o ially ap- peared --- -- - - __ to me well known, and who, being by m.) fist duly swo-1 upon oath deposes and says that he is the _ _ of he above described const,u tion tha. re has carefully read the or -going - cation, and that he did sign the same therein b•. Iiim sated are true. Per it No. _ _ Date Read, Sworn to and Subscnbed before me. Notary Public, S to of Florida My Commiss on Expires PLANNING BOARD _ DATE Chairman _ Member Member Member _ Member . _ M ber _ and that all facts Co, ' :i1 Approved Da e D sappi oved _ . Date NOTE. A charge of $1 00 will be made for making corrections or changes to this appl cation after appr. val has been obtained from the Plan.:ing Board A r -1, _pe, i fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed stntc,,urnt or ere plans and specifications herewith submitted for the build • inc 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 Registered Architect and /or Engineer be sent to ../,' 84 Date. .._.... " . Lanham _ No._ . street N° L.�92nd S4, Name and address of licensed contractor 06e.nOUJL Roo Location and legal description of lot to be built on: Lot Block S bdivisio . Street and Number where work is to be done 65 • 92nd St. State work to be done and purpose of building y fl rs) ?enaoVe e,%e:Ating AOO�lt9. t and st ; Luce wat t / 0 , cement l -90 .L ex .9�v b. &tat an w/ti d a #ire° ... - - -- sass and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering .............. Estimated Total cost of improvements $ 6 ,55 0 . 00 Amount of Permit $. 20.00 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 sdket 57. NI • w. miami c .. C.C. C65 The undersigned applicant for this building permit does hereby crrtify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5066, Compiled General Laws of Florida, Permanent Snp clement, anti has complied ssith 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 pcnnit, as are licensed by Miami Shores Village. Remarks (Signed) ..l 5244 STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorizcd to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. . 1/11:14/j Permit No.. 1 1: pate Disapproved Date (Signed) Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building Inspector My Commission Expires to me well known, PLANNING BOARD DATE Ciaair;nan Member Mcrrcr Member Member .. Member sass_ -- • - • - -• 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 hecn obtained from the PI,,nnir.g hoard. A rc- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Address i '' I Tax Folio// ✓� � /i "6 L; 3 i ll LY Date Legal Descriptio Owner / Lessee Owner's Address Contcting Qualifier State # Architect/Engineer Company Address S ature of o ate: My Cou 4- L F�C i sQF FLORIDA MY COMMISSION E SEPT.20,1994 BONDED THRU EXP INS. UND, ** * APPROVED: PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY (OWNER TO RETAIN COPY) Job ant '! % 7, 4) f wIrn y i4.r/ -c �l /l c/'�-�is Municipal #�0? 31 23 Competency # //33r:4- Ins.Co. aXmp. r Address Mortgagor Permit Type(circle one): BUIILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN /' ✓✓ WORK DESCRIPTI01 Z7' j ,tsj (/-)/ /2-22e) - ) :7 vv 4 Square Ft. Estimated Cost(value) 0. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and z•ning. Furthermore, I authorize the above -d contractor to do the work scat . nd /or Condo resident Notary as o • er and /or Condo P esident Fire Zoning / Buildin Mechanical Plumbing Address Xi( ( 77e / 7 ! 37 Address Phone 9 8to Signature of Contractor or Owner Date: .,a)., 44. G( /.12 ei. Notary as to Contractor o Master Permit #■5. Phone 75 �1 My CO IEXIi,41Fegir: FLORIDA EMISSION EXP SEPT.20,1994 BONDED THRU GENERAL INS. UND. * * * * * * * * * uilder er- Builder * * FEES: PERMIT ,-72‘57.9 RADON C.C.F. I' -67 NOTARY TOTAL DUE -,,'‘ Other Electrical Engineering PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date f U - ! ( Job Address (oS °J,Z Tax Folio Legal Description —� Owner/Lessee / Tenant Historically Designated: Yes No x Owner's Address 6 11 . g . ' 2 - S Phone '7 ig e — �- $ Contracting Co. D/A/A/F -- Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer -, Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICA ' OOFIN PAVING FENCE SIGN WORK DESCRIPTION `pfirilv 7 o ia / /i-rr ) Square Ft. 07 S'Ut) Estimated Cost (value) 60 Q Master Permit # 1 '7 / 6 '� (w ! WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating cons ction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and ME HANICAL WORK. Signature of owner and/or Condo President Date Notary as to Owner and/or Condo President Date My Commission Expires: FEES: PERMIT HO. RADON OWNER'S AFFIDAVIT: I certify that all the foregoing information..: : e and that allwuork be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authonze the above -nam : �tractorl the work stated. tractor or Owner- Builder Date Notaryy as to Contractor or Owner- Builder My Commission_ Expires:______ p .S Y Pij Orr {. !EAR {dL ?! 27 L � SAftiWiA � . } co. i :S{SS{orAl 4� p �.• P d ".._..,,..:',CC „Tim!”. Li ! G n . .1 C.C.F. "-- NOTARY Si. BOND TOTAL DUE Date APPROVED: Zoning Building r ` In 4 . Electrical Mechanical Plumbing Engineering