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30 NE 100 St (11)Inspection Date: 07/11/2006 Inspector: Grande, Claudio Owner: ROMANICK, GARRY AND ELISABETH Job Address: 30 100 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: DALEY ROOFING INC Building Department Comments Monday, July 10, 2006 Inspection Worksheet Miami Shores Village 10050 N.E..2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - Repair Phone Number 305 - 205 -4538 Parcel Number 1132060131230 Lot: Phone: (305)754 -9892 Page 2 of 2 t ( �(Q Passed (J � Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 07/11/2006 Inspector: Grande, Claudio Owner: ROMANICK, GARRY AND ELISABETH Job Address: 30 100 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: DALEY ROOFING INC Building Department Comments Monday, July 10, 2006 Inspection Worksheet Miami Shores Village 10050 N.E..2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - Repair Phone Number 305 - 205 -4538 Parcel Number 1132060131230 Lot: Phone: (305)754 -9892 Page 2 of 2 P mMiami Shores Village MS Building Department Owner's Name (Fee Simple Titleholder) Owner's Address AJ 1 O Citym , SL(,(f u,Q State Tenant/Lessee Name Job Address (where the work is being done) Is Building Historically Designated YES NO Contractor's Company Name State Certificate or Registration No. Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: DAddition Describe Work: Total Fee Now Due $ (Continued on opposite side) 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 5r Waosrmo OL at /11 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PCS�� PERMIT APPLICATIO rj 2 � 5 Master Permit No. FBC 2001 B' ----------- Permit Type (circle): Building Elec cal C y nbing Mechanical n/�'y Y cina(.n, b Phone # 30 77S 26O ,S" 3 City Miami Shores Village County Miami -Dade Zip 33 / 3 x 30 i 4 O ST Contractor's Address '7' c1 j 0 (p 5d' City Aki a/IAA — c1.1 State 11 Zip 3313 g Qualifier b Atka. ❑Alteration ❑New Zip 3 3/ 38" Phone # Phone # Certificate of Competency No. Phone # Square Footage Of Work: ' 4 Permit No Z.PC:X. - / 01 2 " 3o5" 7S)1 air/Replacit ciR * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ❑ Demolition Al—T14 SA) Submittal Fee $ Permit Fee $ ` ' • CCF $ 0 . i) CO /CC Notary $ 5 ,C0 Training/Education Fee $ C). Ci Technology Fee $ C.--D • Scanning $ 3 @EA Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature L %' �— Signature as P. £c9.,A_ Owner or Agent Contractor The fore ring instrument was acknowledged before me this 7 The foregoing AI was ackno edged before me this day of t' a 20 �. , by . �-, ; } ; �� , day of 3 t ' I �y , 20 06 by ,, who personally Tc�itown to r who has produced who is per ally known to me or who has produced As identification and who did take an oath. U% as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: A 1 * * * * * * * * * * * * * * * * * * * * * ** My Commission Expires: USA TRACEY BECKER Notary Public - State of Florida lesion # DD 418525 Bonded By National No Ate. * * ****** * *** * *** * ****** * *** * * * *** * * * * * * * * * * * * * * * * * * * * * * * * APPLICATION APPROVED BY: chc 05/13/03 NOTARY PU Sign: Print: 1 , My Commis ion Expires: ***************.**** * * * * * * * * * * *- * * * * * * * * * * * * * * * * * ** y 000 Plans Examiner Engineer Zoning 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the q ner.wlth the required roofing permit, and to explain to the owner the content of this section.! TDe:provisions: of chapter 15 of the Florida Building Code, Building govern the minimum requirements and starldrit df Le luptry fort oofing system installations. Additionally, the following items should be addressed as j art Df thJ agreermienlbeMeen the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. � 4 V. 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. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed a cordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building ode. die roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units 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 ewed 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 c use - winter to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not o3 erloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with t onda 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. SECTION 1524 • • • • • HIGH VELOCITY HURRICANE ZONES REQUIRED R O OWNERS NbTIFfI TIbNF'bRROOFING: •: . • ••• • \ Owner's /Agent's Signature 3D &1F. '00 - ,Property Address Rev :1 /20 /2005,Computer Services, Building Department - _ _ Date Contractor's Signature Permit Number • • • •• • • • • ••• • • •• • • • • • • • . . • • ••. • • • • • • • • • • • .•. • • • ••. • • • 11 A 2 2006 BY: __ 6.,e 2x::7 - L'12 High Velocity Hurricane Zone Uniform Roofing Permit Application Form NIAIII-D110E COMM' Biiti M emurif®1r t43ECniOrC pPPLrJ►7 • • ' • . • • • - • . • • • • • • ••• • .. • . • Section A (General information).* : • • • • • Master Permit No 1 CQC0 -,t0 - . ... • • .. • : : :. . . • ▪ • .. • • • ••• • • • • • • • • • • • • Process No. Job Andress: .. . • . .. . ......• • ••••••.. ......• • ►ZeoPi k1 INC, 1 3o /c.) jE3 i ' :::.. Roof Category ✓ Low Slope r Mechanically Fastened Tile 'lortadAdhesfve Set Tile r Asphaftic Shingles r Metal Panel/Shingles r Wood Shingles/Shakes ✓ Presaiplive BUR -RAS 150 r Other I Low slope roof area (tt.,1 Roof Type /� I New Roof r Re-Roofing r Recovering ' 1 42wair r Maintenance Are there Gas Vent Stacks baited an the rod? r Yes r No Byes. what type? r Nlatu a1 r max Roof System Information Steep Sloped =ea at.z) i Tablet" Seca= B (Roof PIS •• .• • • •• • • • • • • reser tilaefwecNion all Inds al sedum. l edissu ai� Wafti ems n sand levels. 11 — dpesateawesa ibrimof�� t 1 Crer /Ewe{d Paget Page 1 of 1 AP 1 / AAL Additional Information Issue Date: 4/27/2006 Expires: 10/23/2006 Owner's Name: GARRY AND ELISABETH ROMANICK Permit Type: Roof Work Classification: Roof - Repair Job Address: 30 100 Street NE Miami Shores Village, FL 33138- Contractor(s) DALEY ROOFING INC Phone (305)754 -9892 Primary Contractor Yes Comments: REPAIR OR REPLACE APPROX 15 CAPS (ALTUSA) Type of Work: Repairs Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable Taws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Notary Fee Permit Fee - Repairs Scanning Fee Technology Fee Total: Amount $0.60 $0.20 $5.00 $100.00 $3.00 $2.50 $111.30 Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RF -4 -06 -1072 Phone: 305 - 205 -4538 1132060131230 Lot: PB: Total Square Feet: 0 Total Valuation: $ 675.00 Required Inspections Roof in Progress Final Roof Invoice Number RF - 4 - 06 - 24632 Total: Amt Due $111.30 Oltld D 0 AYI4 Amt Paid Il �,�D NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Li/30/9Y Job Address 3 0 L. t.( dY e_erf - Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant (,(, U) F I -v m v r0 Master Permit # ela S 3 0 Phone Owner's Address N1 top' mar e� t Contracting Co. / = .S o r'e°T o Qualifier u 4 - ' - L t o. L r state # CG G D o 47514 Architect/Engineer Municipal # Bonding Company Address (o -/114Z33/4 j' ss# ?/ Phone 9 '' Competency # Ins. Co. Address Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL OOFING PAVING FENCE SIGN WORK DESCRIP'T'ION 7b9 /4—v 7 (a tArtrz 4 W 77 ( C Square Ft o c9 J Estimated Cost (value) 4. 2 —o il WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. f' and/or Condo sident Signature of o o as to Owner and/or Condo President My Commission Expires: FEES: PE OFFICIAL NOTARY ' EAL LYNNE BACHLER NOTARY PUBLIC STATE OF ILORIDA COMMISSION NO. CC592902 COMMISSION EX - ,; .. 0 CQ o, c 7 APPROVED: Zoning Mechanical Plumbing Building '/I4/9e Sign e of Contractor or Owner- ilder Date Notary as to Contractor or Owner - Builder Date My Commission Expires: FF NOTARY r � CO ISS PIUEI® MV COMMISSION 'EXP. Cc / Y/ F s. OF nct C.C.F. 4-, 2 NOTARY J.Q BOND Co TOTAL DUE Electrical Engineering Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: /Q-ZS ci!"- 7Z?).J Job Address: 3 O we, /00 5r ROOF CATEGORY ❑ (Low Slope Application) ❑ (Nail -On Tile) (Mort Adhesive ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof (e roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft Sloped Roof Area (ft2) 2 C? C) Total (ft2)2 Master Permit No. Exposure category (per ASCE 7 -88): c Building Classification category (per ASCE 7 -88 table,l):: r - L - -1 _;Kyr Ft. A V Ft. A V Field: Deck type: ATTACHMENT Fastener Type: SPACING Perimeter: Corner: DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) r ROOF PLAN 123.01-78 9/96 Page -1 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Ridge Ventila ion? MEAN HEIGHT Deck type: Underlayment: X1 6 Insulation: 12' ROOF SLOPE r r/ vi aa(g 6 )( /‘ D E T A I L 3 SLOPED SYSTEM DESCRIPTION 3 0 r //s7-/-t Daa_c Fastener type & spacing: Cap Sheet: Roo 0 e (2 C4-- ! f( 4 q //(aJC -v e 9d-t4 o Covering: - Drip edge: /etG/U .3 ;3 n 2G 44, G / r/ c�•2 o 4 -6 C Lei ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals TILE CALCULATIONS (Pmax1: 7- 3x ? (Aerodynamic Multiplier): ° 2 ) - M C - 8 0 = M 11 1 2 - PCA: � �+ (Pmax2: / a (Aerodynamic Multiplier): 2 ) - M 6 -49° = M 27 - PCA: 61 "' 6 (Pmax3: 111 x a, (Aerodynamic Multiplier): 9 ) - mg: 6.4'Q= M: 27 `� Z PCA: `- 6 ' Page -2 MET11O DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Monier, Inc. 1900 Northwest 21st Avenue Fort Lauderdale, Florida 3311 I Your application for Product Approval of: Monier Nail - -On, Mortar Set or Adhesive Set "Roll" Roofing Tile under Chapter 8 of the Metropolitan Dade County Codc governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Redland Technologies, The Center for App lied Engineering, Inc., and Professional Service I has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific conditions set forth on pages 2 through 17 and the standard conditions set forth on page 18. The approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves thc right to secure this product or material at any time for a jobsitc ur manufacturers plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any amendments to thc South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the right to revoke this approval. if it is determined by the Building Code Compliance Office that this product or material fails to • 'met the requirements of the South Florida Building Code. The expense of such testing will be incurry y th m tact er. Acceptance No.: 95- 0322.03 Revises No. 95- 0301.01 Expires: JUL 1 8 1998 • t a ► 1 . t • 1) CONDITIONS IIUILDINC CODE COMMITTEE. This application for Product Approval has been reviewed by the Metropolitan Dade County Building Codc Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: JUL 1 8 Q ' f f : 1 t.; Li LiA METROPOLITAN DADE COUNTY, FLORIDA METRO•DADE..FLAGLER BUILDING taut Rodriguez I'roduct Control Supervisor !WILDING CODE COMPUANCE DEPARTMENT SUITE 1603 METRO -DADE FLAOLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 93190.1509 (305) 375.2001 FAX (305) 375-2V08 Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dadc County Applicant: Monier Roof Tile 1900 Northwest 21st Avenue Fort Lauderdale, FL 33111 PRODUCT CONTROL NOTICE OF ACCEPTANCE - ROOFING SYSTEM APPROVAL Category: Prepared Roofing Sub- Category: Low Profile Tile TXR� Nail- on/Mortar Set/Adhesive Set Sub -Tvpe: Concrete System Description Monier Roof Tile is a member of the Redland Group, a world wide producer of primary building products and roof tile. Monier manufacturers concrete.roof tile for Wait-on mo rt a r set or a d cs __ applications in plants throughout the United States ranging from Washington State to Florida. FloridaAll tile is manufactured from extruded concrete consisting of Portland Cement, plasticizer, iron and metallic oxides, and blended aggregates. This Product Contml Approval relates to Monier's "Roll" low tilt: profile. Refer to appropriate Product Control Approvals for other tile profiles. Monier sells tile systems through local distribution and directly to consumers. All profiles have matching trim pieces used for rake hip, ridge hip, and valley terminations. Tile system accessories such as underlayment, ventilation systems and flashing systems are also available. These accessories are manufactured for all profiles and form a part of this Product Control Approval. Monier's "Roll" roof tile has been tested in compliance with the South Florida Building Code requirements for concrete, nail -on, mortar set and adhesive set tile applications. The minimum roof slope for Monier's "Roll" nail -on, mortar set or adhesive set tiles shall be 2 ":12 ". See the "Profile Drawing" section in this Approval for the "Roll" profile drawing. The Monier "Roll" tile profile has been tested for both wind characteristics and static uplift performance, therefore, any consideration for installation shall be done as a 'Moment Based System'. Data for attachment calculations is noted in Tables I through 4 of this Approval. Contact: Reese H. Moody Technical Service Accessories Manager 1900 NW. 21st Avenue Ft. Lauderdale, FL 33311 (800) 432-2715 Product Control No.: 95- 0322.03 Approval Date: JUL 1 8 1995 Expiration Date: JUL 1 8 1998 Raul Rodrirue' Trim Pieces TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Product Product Dimensions Specifications Description v n Monier Roll Tile I = 16% :" PA 112 Low profile, interlocking, high w = 13" pressure extruded concrete roof tile V2" thick equipped with two nail holes and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. I = varies w = varies varying thickness 3 PA 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Product Control No.: 95- 0122.03 • Product #30 Felt #43 Coated Base Sheet Mineral Surface Cap Sheet Lenzingtex -ZB 140 59" x 164' roll Underlayment 22 lbs/roll Rainproof 1l Ice and Water Shield Mopping Asphalt Flashing Cement TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS Dimensions N/A 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll N/A N/A N/A N/A Test Specifications ASTM D 226 type II ASTM D 2626 ASTM D 249 PA 104 PA 104 PA 103 ASTM D 312 type III or IV ASTM D 4586 4 Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. Single ply, nail -on underlayment. Single ply, nail -on underlayment with 2" self - adhering top edge. Self - adhering underlayment for use as a top ply in a two ply underlayment system with Approved 1130 or #43 as the base layer. Asphalt for bonding a mineral surface cap to a mech. attached base sheet in a double ply underlayment system. Cut back, asphalt based, asbestos free, fiber reinforced, trowel grade cement for repair and flashing applications. Raul Rodriguez Product Control No.: 95- 0322.03 Product Description Saturated organic felt to be used as a nailed anchor sheet. Saturated and coated organic base sheet for single or double ply underlayment. Manufacturer generic generic generic Lenzing Performance, Inc. with current PCA Protect -O -Wrap, Inc. with current PCA W.R. Grace Co. with current PCA generic generic Test Product Product Dimension) Specifications Description Manufacturer . Asphalt Primer N/A ASTM D 41 Cut back, asphalt generic based coating used to facilitate bonding of dissimilar materials. Roofing Nails Tin Caps Wood Battens Tile Nails Tile Screws Roof Tile Mortar ( "Quikrete® Roof Tile Mortar #1140") min. 12 ga. with 3 /," head min. 32 ga. min. I o.d. max. 2" o.d. horizontal min. 1" x 4" for use with vertical battens or min. 1" x 2" for use alone min. 8d x 2 %2" or min. 1Od x 3" #8 x 2 %2" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread diameter PA 114 Appendix E PA 114 Appendix E PA 114 Appendix E PA 114 Appendix E 5 aoc Corrosion resistant, screw or smooth shank nails. Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Product Control No.: 95- 0322.03 Annular ring shank, hot dipped, electro or mechanically galv. roofing nails for use in underlayment attachment. Corrosion resistant circular disc for use in underlayment attachment generic generic verttcat - Wood Preservers Salt pressure treated generic min. 1" x 4" Institute LP - 2 or decay resistant lumber battens generic generic Roof Tile Mortar N/A PA 123 Prepared mortar mix Bermuda Roof ("TileTiteT"' ") designed for mortar Company, Inc. set roof tile with current PCA applications. N/A PA 123 Prepared mortar mix Quikrete Constructio designed for mortar Products set roof tile with current PCA applications. Product Roof Tile Mortar ( "BONSAL® Roof Tile Mortar Mix ") Roof Tile Adhesive ( "Polypro® AH160 ") Hurricane Clip & 0121 PA 114 Corrosion resistant Fasteners min. %A" width Appendix E bronze, aluminum, min. 0.060" thick stainless steel, galvanized steel or Clip Fasteners plastic attachment min. 8d x 1V4" clips for supplemental tile attachment. Clips arc installed with corrosion resistant roofing nails compatible with the clip. A hurricane clip is required on all nail -on eave tiles. Valley Flashing Drip Edge Test Product _ Dimensions Specifications - .---- D s Descriptiop Manufacturer N/A PA 123 Prepared mortar mix W.R. Bonsai Co. N/A See PCA Two component Polyfoam Products, polyurethane adhesive Inc. designed for adhesive with current PCA set roof tile applications. min. 26 ga. ASTM A 525 Galvanized steel generic min. 16" width valley flashing min. 26 ga. PA 1 1 1 Galvanized steel drip generic min. 2" face flange edge min. 2" deck flange 6 Raul Rodriguez Product Control No.: 95- 0322.03 designed for mortar with current PCA set roof tile applications. generic • Test Agency Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Identifier 7161 -03 Appendix III 7161 -03 Appendix III 94 -084 94 -060B 25- 7094 -1 25- 7094 -7 25- 7094 -4 25- 7183 -1 25- 7183 -2 25- 7214 -2 TEST REPORTS 7 Raul Rodriguez Test Name/Report Static Uplift Testing PA 102 Static Uplift Testing PA 102(A) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Product Control No.: 95- 0322.03 Pats Dec. 1991 Dec. 1991 May 1994 March, 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 �i, Test Agency The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Test Identifier 25- 7214 -6 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -0I Pun, Project No. 307025 Test #MDC -76 224 -47099 8 Raul Rodriguez Test Name/Report = - Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) W ithdrw:.l Resistance Testing of screw vs. smooth shank nails Wind Driven Ram Oct. 1994 PA 100 Sept. 1994 Physical Properties PA 112 Product Control No.: 95- 0322.03 Aug. 1994 July 1994 Scpi. 1993 pats March, 1995 Dec. 1991 Deck Type: Deck Description: SYSTEM A: Slope Range: Underlayment: Vertical Battens: Roofing Tile: Comments: Wood, Non - insulated New Construction 19 /1 2 " or greater plywood or wood plank. Counter -Batten Application SYSTEMS Product Control No.: 95-032103 2 ":12" to 7 " :12" Note: Counter - Battens, as noted below, are required for slope range 2 ":12" to less than 4 ":12" and are optional for slopes of 4 ":12" to 7 " :12 ". For slopes exceeding 7":12", refer to System C. Install underlayment system in compliance with Dade County Application Standard PA 118. Install vertical battens in compliance with Dade County Application Standard PA 118 Horizontal Battens: Install horizontal battens in compliance with Dade County Application Standard PA 118. Install tile in compliance with Dade County Application Standard PA 118. (See "Data for Attachment Calculations" included in this Approval.) 1. For re -roof applications, "/ plywood is an acceptable substrate. 9 //711j1/21 Raul Rodriguez SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction 19 4 2 " or greater plywood or wood plank. SYSTEM B: Direct Deck Application Slope Range: 4 ":12" to 7 ":12" Note: System B is only acceptable in this slope range. For slopes Tess than 4 " :12 ", refer to System A. For slopes in excess of 7 " :12 ", refer to System C. Underlayment: Roofing Tile: Comments: Install underlayment system in compliance with Dade County Application Standard PA 118. Install tile in compliance with Dade_ County Application Sta d PA 118: (See "Data for Attachment Calculations" included in this Approval.) 1. For re -roof applications, " /,:" plywood is an acceptable substrate. 10 Raul Rodriguez Product Control No.: 95- 0322.03 SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction 19 4 2 " or greater plywood or wood plank. SYSTEM C: Horizontal Batten Application Slope Range: 4 ":12" or greater Note: Horizontal battens, as noted below, are required for slopes in excess of 7 " :12" and are optional for slopes of 4 ":12" to 7 " :12 ". For slopes less than 4 ":12 ", refer to System A. Underlayment: Install underlayment system in compliance with Dade County Application Standard PA 119. Horizontal Battens: Install hnrizontal ilanpnc in Standard PA 119. Roofing Tile: ` .... Comments: 1. For re -roof applications, "4 plywood is an acceptable substrate. rrn1ia • r• Raul Rodriguez Product Control No.: 95- 0322_03 1. r1.4. n 1 11 L/auc Luu� Appiication Install tile in compliance with Dade County Application Standard PA 119. (See "Data for Attachment Calculations" included in this Approval.) • • 4. SYSTEMS (CONTINUED) Product Control No.: 95 0322 Deck Type: Wood, Non - insulated Deck Description: New construction 19 4 . " or greater plywood or wood plank. SYSTEM D: Mortar or Adhesive Set Application Slope Range: 2 ":12" to 7 ":12" Note: System D is only acceptable in this slope range. For slopes in excess of 7 ":12 ", refer to System C. Underlayment: Roofing Tile: Comments: Install underlayment system in compliance with Dade County Application Standard PA 120. (See System Limitation #5.) Install tile in compliance with Dade County Application Standard PA 120. (See "Data for Attachment Calculations" included in rhic Approval.) 1. For re -roof applications, ls ' 32 " plywood is an acceptable substrate. 12 Raul Rodriguez SYSTEM LIMITATIONS Product Control No.: 95- 0322.03 1. The standard minimum roof pitch for Monier's "Roll Tile ", low profile tile shall comply with Dade County Application Standards PA 118, PA 119 or PA 120, depending on the method of installation. 2. For nail -on applications, fasteners for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 3. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Dade County Protocol PA 115 or PA 127. The Monier "Roll Tile" tile profile has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with PA 115 or PA 127 shall be done as a 'Moment Based System'. 4. For_mortar or adhesive set tile applications, a field static uplift test by a Dade County accredited testing agency, in compliance with Dade County Protocol PA 106, shall be performed. 5. For mortar set tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacturer's published literature. 6 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 7. Applications for roofing permits shall include a completed Section 11 of the Uniform Building Permit, a copy of Monier's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. 8. The applicant shall retain the services of a Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. Samples taken shall be in compliance with Dade County Protocol PA 112, Appendix 'A'. 9. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. 13 Raul Rodriguez Tile Profile Monier Roll Tile Tile Profile Monier Roll Tile Tile Profile Monier Roll Tile Tile Application 5.92 6.80 3 ":12" 4 ":12" Battens I Direct Battens Deck Battens Direct Deck i Approved Nails 1 nail 2 nails 4.10 7.10 11.80 21.90 DATA FOR ATTACHMENT CALCULATIONS Table 1: Aerodynamic Multipliers - 1M s ) 5.82 6.69 X (ft) Batten Application 0.27 Table 2: Restoring Moments due to Gravity - M (ft-Ibf) Direct Deck Table 3: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Nail -On Systems' Data noted in Table 3 is for installation with a 3' tile headlap. 2 Approved screws are as noted in the Trade Names of Products Manufactured By Others' and 'Profile Drawings' sections of this Approval. Clips on eave tile are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. 5 ":12" 6 ":12" Battens I Direct Battens I Direct Deck Deck 5.70 6.55 Approved Screws 1 screw 2 screws 22.90 49.10 25.80 47.10 Rau! Rodriguez i Product Control No.: 95 - 0323.03 Approved Field Clip With: 1 nail 2 nails 24.20 34.80 24.30 35.50 X (ft) Direct Deck Application 0.29 5.56 5.39 7 ":12" or greater Ra■t_pnc flirurf Deck 5.41 6.22 Approved Eave Clip With: 1 nail 2 nails 22.10 32.20 19.00 31.90 • Monier Roll Tile Table 3 -A: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Nail -On Systems Tile Profile DATA FOR ATTACHMENT CALCULATIONS (CONTINUED) Tile Application Direct Deck New Construction (min. "I, plywood) Direct Deck Recover/Reroof (min. "4 plywood) Battens New Construction Raul Rodriguez Product Control No.: 95- 0322.03 Two (2) 10d x 3" long nails' 67.50 43.00 50.90 Tile installation with a 4' headlap using two (2) Approved 10d x 3' long polymer coated. corrosion resistant. ring shank nails installed in manufactured holes located 2W from the head of the tile. Clips on eave tile are not required inr this attarhmonr cnnfi a unless the Required Moment of Resistance exceeds the values noted above. Monier Roll Tile Table 4: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Mortar Set i 20.60 Adhesive Set 86.61 MONIER ROOF RE PROFILE DRAWINGS _ 2 .3 - MONIER ROLL TILE Product Control No.: 95- 01/2.03 0.07 0.1r PROFILE DRAWINGS (CONTINUED) 21 ore 2.43' Raul Rodrieue, 1.71r 0.131' APPROVED SCREW FOR SCREW DATA IN TABLE 3 Product Control No.: 95-0322.03 \ ** * ***** * 0 0 34 0.13' 0 173 -4 6-0.03' 0.11' 17 /7411/7 This approval supersedes all previous approvals. NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 18 ul Rodriguez Product Control Supervisor l • Extensions of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. 4. This acceptance shall not he used as an endor o f any produ e__ __ �• any r�.,.,�.,► ►�� aic3 or advertising purposes. 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may oe displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 6. Product approval drawings, where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints need not be re- sealed by an engineer. 7. Failure to comply with the Standard Conditions shall be cause for termination of the Approval. o-` LG ENGINEERING SERVICES, INC. Consulting Engineers North Office: 7370 N.W. 36'" Street Suite 374 Miami, Florida 33166 Tel: (305) 994 -8128 Fax: (305) 994 -8135 M. 1. S. Corporation 10221 Southwest 16t Drive Miami, Florida 33174 Project: Dear Sirs; South Office: 13380 S.W. 131 Street Suite 120 Miami, Florida 33186 TILE_U_ELI1T TEST Saltburg Residence 30 Northeast 100 Street Miami Shores, Florida Information provided by client: Permit Number: 42830 Date Completion: November 24, 1998 Roofing Contractor: M. I. S. Corporation LG Engineering Services, Inc. Project Number: LG98 - 1216 (Testing Laboratory Certification # 95- 0607.05) E•N•G •I•N•E•E•R November 30, 1998 In accordance with your request and authorization, a representative of LG Engineering Services, Inc. completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Protocol PA 106 -94 -- Field static uplift test for mortar or adhesive set tile systems and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 5000 square feet, and the mean height of the roof is less than 15 feet above ground surface. The type of tile used for this project was reported to be Altusa Roof Tile. This tile was reported to have been foamed in place. At the time of this testing, a total of forty -five (45) tests were conducted; ten (10) at the roof perimeter and ten (10) at the roof corner and twenty -five (25) in the field area. More than 5% of the roof tile located in the field area and more than 10% of the roof tile at the roof perimeter were physically examined. Based on our test> results, we conclude thatthe installation of the roof the at the above referenced project meets the test requirement outlined in the above mentioned protocol Attached pleas find a copy of c ur test report for you review LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; LG Engineering Services, Inc. ohamai Sonny Salieh, F.E. Project Manager'" -' TILE_ JPLIFT TEST Saltburg Residence 30 Northeast 100 Street Miami Shores, Florida Report of TILE UPLIFT TEST for Saltburg Residence 30 Northeast 100 Street Miami Shores, Florida Permit Number: 42830 Test NumI)er 1C 2C 3C 4C 5C 6C 7C 8C 9C 10C 11P 12P 13P 14P 15P 16P 17P 18P 19P 20P 21F 22F 23F Test Load (lbf) 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Test Status Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass LG Engineering Services, Inc. -- Tile Uplift Test Result -- Permit Number: 42830, Page 1 24F 25F 26F 27F 28F 29F 30F 31F 32F 33F 34F 35F 36F 37F 38F 39F 40F 41F 42F 43F 44F 45F 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 est >Status ................... ..................... Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Note:- C = Corner P = Perimeter F = Field area LG Engineering Services, Inc. -- Tile Uplift Test Result -- Pennit Number: 42830, Page 2 North -74 4 �' Approximate Test Location LG Engineering Services, Inc. -- Tile Uplift Test Result -- Permit Number: 42830, Page 3 Date Legal Description •C.O1L ! /. , 02 Q Owner / Lessee / Tenant YiT). R.. , Owner's Address 30 roc? )DO-. L - Phone 754- 4796 Contracting Co.t,7 Pi £ocgi J � I S T ei� 5 7: AI Address t'n"// , Lf/llr ✓�/[St� t12 S u+ 3 l ( Qualified✓ t Nti - Phone30✓ = '7 C- 1 3 State 'PO Municipal # Competency # Ins.Co. CCCd30 a Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFIN PAVING PENCE SIGN WORK DESCRIPTION R,P,FAIR -/ 1I I' 2.o 0- 1 P - �G�ItQ/tQ� g,e / ACe fI OxIpUAt -eb ! 5c) F /, -I- 4.J L'& P e , -h (e_ s AN) ol 1 04 ;k7(- / vf - E xoo Square Ft. c2300 Estimated Cost(value) O O k a- 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 zoni:g. Furthermore, I authorize t.. :•ove- awed contractor to do the work stat -d. Signature Date: i/f rg' tary as to Owner and Commission Expires: ** * APPROVED: * 9.� FEES: PERMIT ! d PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address, 30 L). /00 Tax Folio // a a owner a J or Co to gyiriolut Pr sident N .� N . f�•'" : JOSEPHINE CHURCH N pu faigih tate of Florida y COmmissIon Exp. April 30. 1 or. �o°'. No. CC197545 Fire Zoning Buildin Mechanical Plumbing Master Permit its- Signa Date: // r tar as to Cont y Commission Ex; * * * f Contractor or Owner- Builder 1 •• `° gA JOSEPHINE CHURCH Ito fi i f ate founds 0 „1o.1 No. CC197545 RADON C.C.F. l , s(- 3 NOTARY j TOTAL DUE ' Other Electrical Engineering ov f11 c Aok lEoP e 1 ,„„ u - 64 120 c)--P IA) , 0 1,ac(C 6 eepiAce.01 dmm.,4 04c,16). c r,e 36 11 V� N �` C e �li� G Z/� e 1 l�$ Its l� !� pi l 1 CiQ� S , A Pp frtod: yoNY iike tAA(>9'ffl 14 ( itki Ake , A 74) - 4e- A 14J1 �3 �� s � f p, e .fitc s.51,t d000d /A A r, 14 - 1 - --e //0 b2�jCP� a rm r fA i �d I dl/1 YV1 E 1 1 II+ /19 ce 71c\S k 120 of � � , IA: Qo MEfLOs F 9 MIAMI SHORES VILLAGE M 5 " QUILDING INSPECTION DEPARTMENT H 3yeG 13 1,Ve 3 APPLICATION FOR BUILDING PERMIT Application is hereby wade for the approval of the detailed statement ut roe 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 01 the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the iuilding Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date January 1111984 _ Owner's Name and Address Richard DuBose No 12580 Street Griffin9 Blvd. Registered Architect and /or Engineer l - ,••• „••.•,,.,,,.•..,•.•,, Name and address of licensed contractor Bama Const.Co.651 N.W.106 Street,Mia.F1.33150 Location and legal description of lot to be built on: Lot Block Subdivision ....._ _...._....._._..........._ Street and Number where work is to be done 30 N.E.100 Street State work to be done and purpose of building (by floors) reroofing. _ Replace barr tile with Gory flat gharcoal Grey cement tile. _.._. and for no other purpose. Ncw Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering 22 squares. •• _ •• __ Estimate S. Total cost of improvements $ 5 s 000.00 Amount of Permit s 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 be sent to.. 651 N.W.106 Street,Mia.F1.33150 The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of Libor under the Florida Workmen's Compensation Act, being Section 59G6, Compiled General Laws of Florida, Permanent Supplement, anti has complied «ith 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 w.rk to be performed under this permit, as are licensed by Miami Shores Village. Rem.uks (Signed) STATE OF FLORIDA, COUNTY OF DADE. j 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, s that all facts therein by him stated a;e true. Permit No.. Date ........._._ Read, Sworn to and Subscribed before me. Disapproved , e Date Notary Public, State of Florida (Signed) Building Inspector My Commission Expires r _•. —. PLANNING BOARD DATE Chairman Mcmhcr Member hi ember _.. , , Member .. .. Member Council Approved Date Disapproved Date NOTE: A ch,rrge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the PLrnnir,;; fo.trd. A re.in ution fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection oe faulty materials and /or workmanship.