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ROOFINGPERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date ( —16 Job Address (1 E l i( * S-f i Tax Folio Legal Description Historically Designated: Yes Owner/Lessee / Tenant t) J / I I yo u Owner's Address '"! I ° L\ .J 1 Master Permit # No V 3T9977 Phone N7 , r [ Contracting Co. l+� 1 I 0 I Address qa 1 tvE l S 1, Qualifier dadils 4 If state# CC ( bs Municipal # A/ 7 Bonding Company Mortgagor ND r- — 1 5 1— 1V Competency # Ins. Co. Address Address Address (4 Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOF G PAVING FENCE SIGN WORK DESCRIPTION I e ‹ �' ' G 1 f x (S r ti` (O t r (S (Tr Ali, t I �, L„,-4 �� ����e SroI� � (� (dor- S � Square Ft. `) Estimated Cost (value) ()1 ® 0 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 th 11 w k wil a done in cf.mpliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -n. ed co'to' t do /j(vork st. to Not as to Owner and/or Condo President My Commission Expir LORI ROSEN My Commission CC351388 Expires Feb. 28,1995 Bonded by ANB 800- 852 -5878 FEES: PERMIT 4 Z RADON APPROVED: Zoning Building Plumbing Signature of Contractor or Notary' a y Contractor or Owner -Build My C !! OSENBERQ * E y Commission CC3513W 8 °^deci by fires Feb. 28, 1998 13 800-852. * Electrical der OO C.C.F. 5. NOTARY S TOTAL DUE Date Date Engineering Job Address: APPENDIX 'E' METRO - DADE UNIFORM BUILDING PERMIT SECTION II MORTAR OR ADHESIVE SET TILE SYSTEMS 1. General $01 54(51/ Contractor: The information provided in this Section is required to confirm Product Control Approval of the proposed tile system assembly; confirm compliance with the wind load requirements of Chapter 23 of the South Florida Building Code (SFBC); and confirm compliance with Sections 3403.5 and 3404 of the South Florida Building Code. 2. Documentation The following documents are required for submission with the Uniform Building Permit application: ► Two (2) copies of the proposed tile system assembly's and associated roofing component's Product Control Approval(s). ► One (1) copy of the tile system assembly and/or roofing component(s) manufacturer's published application instructions and literature. ► All documents attached herein, filled out and completed in full. 3. Project Information Check one • ' the followin O ew Construction Re -Roof Note: Mortar or adhesive set tile systems are not acceptable as recover applications. Mortar or Adhesive Set Tile Systems Page - 1 Is the deck solid = thed? (circle 'yes' or 'no') no Roof Pitch (fill in): c( 2 " : 12" Process No. Deck Type (check one of the following): ❑ urinal ' /2" Plywood (for re -roof only) ❑ ominal'I," Plywood Wood Plank /f{ " ❑ Other (fill in) Note: Mortar or adhesive set tile systems shall not be installed at a pitch greater than 7W:12". Mortar or adhesive set tile applied at a pitch greater than 5 ":12" and less than or equal to 7 ":12" shall have the first three courses of tile nailed with not less than one nail per tile. As an alternate, the first three courses of tile may be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than '/ which is mechanically attached to the sheathing with not less than one nail per 2 ft Circle 'yes' or 'no' for each of the following: Have you attached o copies of the tile system manufacturer's Product Control Apro al for the proposed tile system? no Have you attached a copy of the tile system assembly and/or roofing component(s) manufacturer's published, application instructions and iterature 410 no Is the proposed underlayment approved for use with this tile system assembly? no Job Address: Project Information (continued): if the proposed underlayment is self - adhered, have you complied with the venting requirements of Section 2913.3 (b), (c) and (d) of the South Florida Building Code? yes no Contractor: Are all related accessories approved for use with this tile system assembly? Tile: Tile Name: Manufacturer: Tile Ma ria1: Clay Concrete ❑ Other: Mortar or Adhesive: no Are the proposed edge metal attachment fasteners in compliance with the requirements of the South Florida Building Code (minimum 12 ga. annular corrossion reisistant nails)? no 4. The Tile System Assembly: The following information is required to confirm compliance with Subsections 3403.5(a) and (c) and Section 3404 of the South Florida Building Code. Product Control Approval Number: s —o3? ,03 Check one of the following which apply to the proposed tile securement for use with the proposed tile system assembly: Mortar or Adhesive Set Tile Systems Page - 2 ❑ Adhesive: Type: Manufacturer: Tile Fasteners (for first three courses if roof pitch exceeds 5 ":12" and is less than or equal to 7 ":12 "): Check one of the following which apply to the proposed tile fasteners (for the first three courses) for use with the proposed tile system assembly: ❑ Minimum 12 ga. galvanized roofing nail: ❑ N/A Note: All tiles shall be installed in compliance with the provisions set forth in the tile system assembly manufacturer's Product Control Approval and the minimum requirements set forth in Subsections 3403.5(c) and 3404.2 of the South Florida Building Code. Tile fasteners in the first three courses (if applicible) shall be of sufficient length to penetrate the sheathing a minimum of 1" or through the sheathing thickness a minimum of '4 whichever is less. Underlavment: Mortar: Manufacturer: Mixing Ratio: Length: [11 Other: Type: Length: Process No. " The following information is required to confirm compliance with Section 3403.5(b) of the South Florida Building Code. Job Address: Z. ( Contractor: Process No. Underlavtnent (continued): Spacing (per tile system assembly Product Control Approval): Check all of the following which apply to the proposed underlayment for use with the proposed tile system assembly: Field: Ia " o.c. Laps: c " o.c. ASTM #30 asphalt saturated felt with: ❑ 19" overlap ❑ ft overlap 5. Related Accessories: W 4" overlap Manufacturer: 4a,, Edge Metal (refer to Section 3408.2 of the South Florida Building Code): ❑ ASTM #15 asphalt saturated felt with: anufacturer: Mineral Surfaced Roll Roofing with: 0 19" overlap ❑ " overlap 4" overlap Manufacturer: ❑ Other: Type: Manufacturer: Underlavment Fasteners (if applicable): ❑ Other: Type: Length: Manufacturer: " ❑ 19" overlap ❑ 6" overlap ❑ 4" overlap Check one of the following which apply to the proposed underlayment attachment: Minimum 12 ga. electro - galvanized roofing nail with minimum 32 ga. x 1 tin cap: Length: 1 Manufacturer: Mortar or Adhesive Set Tile Systems Page - 3 Type: C v 2 r i cr u 1 x� Dimensions: Gauge or Thickness: 62-C) 4 ' Finish: Note: All edge metal shall be nailed on the flange and nailed or clipped at the face in compliance with the provisions set forth in Dade County Protocol PA 111, marked Appendix 'U' in the South Florida Building Code. Adhesives (check one of the following): ❑ Cold Adhesive: Type: Manufacturer: Flashing Cement: Type: Manufacturer: A-5 p I�1fTiC cC�aF' lob Address: \ N ` 4 Contractor: Adhesives (continued): Additional Notes: Note: Application of adhesives shall be in compliance with the Roofing Component Product Control Approval and the minimum requirements set forth in Subsection 3403.5(e)(4)(cc) of the South Florida Building Code. Ventilation System (check one or more of the following): The following information is required to confirm compliance with Subsection 3401.4(e) of the South Florida Building Code. 0 Ridge: Type Size L'1 Soffit: Type 62 v Size 5 R Note: If underlayment is comprised of a self - adhered membrane, both soffit and ridge ventilation systems are required, unless a base sheet is applied as an anchor sheet below the self - adhered underlayment. Note: The Tile System Assembly shall be installed in strict compliance with the application instructions enumerated in the Product Control Approval. A permit shall be issued for application of the specified Tile System Assembly only. Any change to the specified Tile System Assembly shall require submission of a revised SECTION II with a copy of SECTION I, noting the permit number issued. 1L(( ° F: y Process No. Mortar or Adhesive Set Tile Systems Page - 4 1 � Job Address: qtc( Pe '7pt Contractor: Process No. Roof Pitch Ridge Venting: (Vappucabt.) Deck: _ Thickness: 3(t ci Underlayment: (in P(5, Underlayment ,1- Fastener: ri Coj c, 12" DETAIL #1 Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 5 FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP TILE SYSTEM ASSEMBLY. INSERT ANY ADDITIONAL LEADERS INDICATING ADDITIONAL ROOFING COMPONENTS NOT SHOWN ON THIS PAGE. ( Where Roofing Component not used in Tile System Assembly, fill in with "N/A". ) Soffit Venting: Head Lap Dimension: 5 " (minimum 2 unless otherwise specified In the tile system ossentblyProduct Control APPro: Mortarhosito; Tile: t 0 r 61/ Tile Fastener: $ C Lu Edge Metal or Gutter p 5, 1/41 Fastener Bird Stop 31. 3e v (if applicable ) Edge Metal 4 1 ) Co %-j-'Asi-DU) r Proposed Job Address: NF 9z0- Contractor: Ridge Height Eave Height: Roof Mean Height ( (p feet (0 feet 13 feet BUILDING INFORMATION #1 Job Site Identification: Mortar or Adhesive Set Tile Systems - ge -6 1 I Rocji Process No. Insert Building Ridge Height, Eave Height and Roof Mean Height. Also insert applicable information pertaining to the building below. ( See ASCE 7-88 Fact Sheet Attached ) Exposure Category: Classification Category: G / At Hurricane OceanlineT: Y Basic Wind Speed at Building Location 110 mph Building Condition based on % of openings: (See Table 9 ofASCE 7-88) Ground Level ii Job Address: (ei fvE 6744 sJ, Contractor: 1 nf Sketch Roof Plan, indicating all dimensions, slopes and any roof top equipment. Also insert variable labeled "a" which represents perimeter and corner dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Sheet Attached) BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 7 !©6f l`L Process No. Job Address: The undersigned certifies that the Mortar or Adhesive Set Tile System Assembly is in compliance with the plans, specifications, and details submitted by the architect. STATE OF FLORIDA - COUNTY OF DADE Before me this day personally appeared fes who, being first duly sworn, deposes and says that all i • • .lion submitted herein is true and correct. Licensed Contractor Owne Signature Sworn to and subscribed before me thi th day of 19 s. 7 w D My commission expires: Contractor: Notary Public Stale of Florida a ©CG4(g)< ,:1 •� ��, 'LAP K b!".. "ii:,.:i . , - 1`,", :). r' r� Mortar or Adhesive Set Tile Systems . -8 Process No. MU _ Monier, Inc. 1900 Northwest 21st Avenue Fort Lauderdale, Florida 33111 Your application for Product Approval of Alonier Nail Mortar Se! or Adhesive "Roll" Chapter 8 of the a SeI Roll" Roofing underru Chapter and compleely described Metropolitan D ade County c Tile Y Codc governing the use of Alternate Co land i and completely The Center for plans, specifications and calculations as submitted brats and T has been T c hn o o nde , for ac enterf a Applier /Cngineerirr Types of n re cr the e nded f for acre t a n set by on �� Inc., lrr� o l ia nce D 10 be used y the Budding Codc Compliance De 18. Florida l f � � pages 2 throu standard to di used c t forth on Dadc bit 17 and the standard condition sct be valid shall no The approval lid after the expiration date t right to s t secure this product or material at to e stated below. control testing. it this products material fails to perform in the a The Building Code any time for a jobsite or manufacturer's ompliance Office Office may revoke, modify or suspend the use of such product or manner, the Building Offi ate this product or f y o material should any amendments plant fort ha ll this product or material. The Building °r ► ► FIor dl immediately. , g Codc Compliance is to the South Florida Building Y The applicant shall determined i product by the Building g Code Compliance Office reserves the right a o k e be enacted affecting the South Florida the Building uiId g Code Compliance Office that this product 6ht i revoke this a Codc. TI a expense of such testing il eincurry material fails to approval, if it is p S rect the requirements of t�Y th m :._. Acceptance No.: Expires: 2 ' JUL 1 8 1998 Approved: r/11. 1 8 19.95 Revises No. S_ t h DADE COUNTY, FLOIIIDA METf1O.DADE FL/\GLER OUI D NG BUILDING CODE COMPLIANCE DE$ARTMENT SUITE METRO.DADE FLAGLE BUI D ING 140 WEST FLAGLER STREET ' MIAMI. FLORIDA 33130. (305) 375.2001 FAX (305) 376-2900 (aul Rodriguez Product Control Supervisor f o This application for Product Approval has bccn reviewed by conditions set forth above. pproved by the Building the Metropolitan Dade Count g Code Committee to be used in Dade Count Building Codc , Florida under Charles Danger, RE. Director Building Code Compliance Dept. Metropolitan Dade 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 Type: Nail- on/Mortar Set/Adhesive Set Sub -Type: Concrete System Description Contact: Reese H. Moody Technical Service Accessories Manager 1900 NW. 21st Avenue Ft. Lauderdale, FL 33311 (800) 432-2715 2 Raul Rodriguez Product Control No.: 95- 0322.03 Approval Date: Expiration Date: 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 nail -on, mortar set or adhesive set applications in plants throughout the United States ranging from Washington State to Florida. All tile is manufactured from extruded concrete consisting of Portland Cement, plasticizer, iron and metallic oxides, and blended aggregates. This Product Control Approval relates to Monier's "Roll" low tile 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. 'JUL 1 8 1995 'JUL 181998 Test Product Product Dimensions Specifications Description Monier Roll Tile 1= 16V3" PA 112 Low profile, interlocking, high w = 13" pressure extruded concrete roof tile %" thick equipped with two nail holes and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT 1= varies w = varies varying thickness Product Control No.: 95- 0322.03 PA 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Raul Rodriguez Product #30 Felt #43 Coated Base Sheet Mineral Surface Cap Sheet Rainproof 11 Ice and Water Shield Mopping Asphalt Flashing Cement TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS Dimensions N/A N/A N/A Lenzingtex -ZB 140 59" x 164' roll Underlayment 22 Ibs/roll 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll 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 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. Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment systc, 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 #30 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. 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 Dimensions 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 min. 12 ga. with ' / head min. 32 ga. min. 1 / o.d. max. 2" o.d. vertical Wood Preservers Salt pressure treated min. 1" x 4" Institute LP - 2 or decay resistant lumber battens horizontal min. 1" x 4" for use with vertical battens or min. I" x 2" for use alone min. 8d x 2'A" or min. 10d x 3" #8 x 2Y2" 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 Roof Tile Mortar N/A PA 123 Prepared mortar mix Bermuda Roof ( "TileTiteTM ") designed for mortar Company, Inc. set roof tile with current PCA applications. Roof Tile Mortar N/A PA 123 Prepared mortar mix Quikrete Constructio ( "Quikrete® Roof designed for mortar Products Tile Mortar #1140") set roof tile with current PCA applications. 5 Raul Rodriguez Product Control No.: 45- 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 Corrosion resistant, screw or smooth shank nails. Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws generic generic generic generic generic Test Product product Dimensions r S, ecifications Descriptio Manufacturer Roof Tile Mortar N/A PA 123 Prepared mortar mix W.R. Bonsai Co. ( "BONSAL® Roof designed for mortar with current PCA Tile Mortar Mix ") set roof tile applications. Roof Tile Adhesive ( "Polypro® AHI60 ") N/A See PCA Two component Polyfoam Products, polyurethane adhesive Inc. designed for adhesive with current PCA set roof tile applications. Hurricane Clip & CdiRS PA 114 Corrosion resistant Fasteners min. %:" width Appendix E bronze, aluminum, min. 0.060" thick stainless steel, galvanized steel or Clip Fasteners plastic attachment - -.min. 8d x 11/4" " clips for supplemental tile attachment. Clips are installed with corrosion resistant roofing nails compatible with the clip. A hurricane clip is required on all nail -on cave tiles. Valley Flashing min. 26 ga. ASTM A 525 Galvanized steel generic min. 16" width valley flashing Drip Edge min. 26 ga. PA III Galvanized steel drip generic min. 2" face flange edge min. 2" deck flange 6 Product Control No.: 95- 0322.03 Raul Rodriguez 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. TEST REPORTS Test Identifier 7161 -03 Appendix III 7161 -03 Appendix III 94 -084 94-060B —. The - Center for Applied -- =- ' '25- 7094 -1 Engineering, Inc. 25- 7094 -7 25- 7094 -4 25- 7183 -1 25- 7183 -2 25- 7214 -2 7 Raul Rodriguez Test Name/Report Static Uplift Testing PA 102 Static Uplift Testing PA IO2(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 12a11te Dec. 1991 Dec. 1991 May 1994 March, 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Test Agency The Center for Applied Engineering, Inc. Test Identifier 25- 7214 -6 Product Control No.: 95- 0322.03 Test Name/Report Static Uplift Testing March, 1995 PA 102 (1 Quik -Drive Screw, Battens) Redland Technologies 7161 -03 Wind Tunnel Testing -Dec. 1991 Appendix II PA 108 (Nail -On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) Red land Technologies P0631 -01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Redland Technologies PO402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test IMDC -76 PA 100 Professional Service 224 -47099 Physical Properties Sept. 1994 Industries, Inc. PA 112 8 Raul Rodriguez • Vertical Battens: Roofing Tile: Comments: SYSTEMS Deck Type: Wood, Non - insulated Deck Description: New Construction 19 / 32 " or greater plywood or wood plank. SYSTEM A: Counter -Batten Application Product Control No.: 95 - 0322.03 Slope Range: 2 ":12" to 7 ":12" Note: Counter - Battens, as noted below, are required for 2 ":12" to less than 4 ":12" and are optional for slopes 7 ":12 ". For slopes exceeding 7 ":12 ", refer to System C. Underlayment: Install underlayment system in compliance with Dade County Standard PA 118. slope range of 4 ":12" to Application 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, If / plywood is an acceptable substrate. 9 Raul Rodriguez Deck Type: Deck Description: SYSTEM B: Slope Range: Underlayment: Roofing Tile: Comments: SYSTEMS (CONTINUED) Wood, Non - insulated New construction 19 /,." or greater plywood or wood plank. Direct Deck Application Product Control No.: 95 -0322.03 4 ":12" to 7 ":12" Note: System B is only acceptable in this slope range. For slopes less than 4 ":12 ", refer to System A. For slopes in excess of 7 ":12 ", refer to System C. Install underlayment system 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. / 741 / 7 Raul Rodriguez Deck Type: Deck Description: SYSTEM C: Slope Range: Underlayment: Roofing Tile: Comments: SYSTEMS (CONTINUED) Wood, Non - insulated New construction 19 / „” or greater plywood or wood plank. Horizontal Batten Application Product Control No.: 95- 0322.03 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. Install underlayment system in compliance with Dade County Application Standard PA 119. Horizontal Battens: Install horizontal battens in compliance with Dade County Application Standard PA 119. Install tile. in compliance with Dade County Application Standard PA 119. (See "Data for Attachment Calculations" included in this Approval.) 1. For re -roof applications, "4 2 " plywood is an acceptable substrate. Raul Rodriguez SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction 19 / 2 " or greater plywood or wood plank. SYSTEM D: Mortar or Adhesive Set Application Product Control No.: 95- 0322.03 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. Undcrlayment: 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 this Approval.) _ 1. For re -roof applications, " /„" plywood is an acceptable substrate. 12 4 / 4) 1 7/1- Raul Rodriguez SYSTEM LIMITATIONS Raul Rodriguez 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. Table 3: Attachment Resistance Expressed as a Moment - M, (ft-Ibf) for Nail -On Systems' Tile Profile Tile Application Approved Nails Approved Screws' Approved Field Clip With: Approved Eave Clip With: 1 nail 2 nails 1 screw 2 screws 1 nail 2 nails 1 nail 2 nails Monier Roll Tile Battens 4.10 7.10 22.90 49.10 24.20 34.80 22.10 32.20 Direct Deck 11.80 21.90 25.80 47.10 24.30 35.50 19.00 31.90 Table 2: Restoring Moments due to Gravity - M (ft-Ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens - Direct Deck Monier Roll Tile 5.92 6.80 5.82 6.69 5.70 6.55 5.56 5.39 5.41 6.22 Table 1: Aerodynamic Multipliers - X (ft') Tile X (ft') X (ft') Profile Batten Application Direct Deck Application Monier Roll Tile 0.27 0.29 DATA FOR ATTACHMENT CALCULATIONS Product Control No.: 95 -01 ?103 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. Raul Rodriguez Table 3 -A: Attachment Resistance Expressed as a Moment - MI (ft -Ibf) for Nail -On Systems Tile Profile Tile Application Two (2) 10d x 3" long nails' Monier Roll Tile Direct Deck New Construction (min. " /„" plywood) 67.50 Direct Deck Recover/Reroof (min. " / plywood) 43.00 Battens New Construction 50.90 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Roll Tile Mortar Set 20.60 Adhesive Set 86.61 DATA FOR ATTACHMENT CALCULATIONS (CONTINUED) Product Control No.: 95 -0322.03 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 for this attachment configuration - unless the Required Moment of Resistance exceeds the values noted above. 15 / 4441 / 7 Raul Rodriguez PROFILE DRAWINGS MONIER ROLL TILE Raul Rodriguez Product Control No.: 95- 0322.03 PROFILE DRAWINGS (CONTINUED) Product Control No.: 95- 0322.03 *** 0.07" 0.34 0 - �I le -o.o- •3 0E0. 2.43" 1. +r 0.131 0.178" APPROVED SCREW FOR SCREW DATA IN TABLE 3 Raul Rodriguez NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. 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. 2. 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 be used as an endorsement of any product for sales or advertising purposes. S. The Notice of Acceptance number preceded by the words 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. 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. This approval supersedes all previous approvals. 18 ul Rodriguez Product Control Supervisor PER ERMIT NUMBER: STATE OF FLORIDA 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 in provided in this Notice of Commencement. 1. Legal description of property and street address: 4((A (' T( 4 5 I I .e r f (( 15 2. Description of improvement: R e- c o 4 \- 1,4 ;. ►-, C w R C, 4 3. Owner(s) name and address: CS v erf y 4. Contractor's name and address: (N6 13 nu F / (A-40 J 3 3/3g 5. Surety: (Payment bond required by owner from contractor, if any) 6. Lender's name and address: 7. Persons within the state of Florida designed by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: t l 8. In addition to himself, Owner designates the following person(s) to receive a copy of a Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes, Name and address: 9. Expiration date of this Notice of Comme cement: (the expiration date is one (1) year from the date of recording unless 7 Print Owner's Name: Sworn to and ubscribed before me on this (� 19 day of Must file if job valuation exceeds S 2,500.00 in labor and material and must be posted prior to jobs commencin. Must be filed at: 44 West Flagler Street, 8th Floor, Miami, Florida NOTICE OF COMMENCEMENT TAX 'FOLIO NUMBER: Interest in property: 0 W to Q ' Name and address of fee simple titleholder: Name and address: Amount of bond: $ a different date is specified) ersonally Known, or duced ID Oath taken, � 6 .NU % Oath • gar: * � n. • Pi.ORlbh, 6tiUNIV bAbV. NM:RV CERTIFY Mai this Is Ned this office on a l h� 'L — the day of • A. D. hp Official $001. Ai 7 LORI ROSENBERG en My Commission CC351394 * Expires Feb. 28, 1998 Bonded by ANB 800- 852 -5878 nA COualyC0 0 .,. .z j I tcHG o OL(cl 4 11 c N '1q // /A1644( 5 K COUNTY OF DADE Prepared by: Address: id Notary Publicio, Print Notary's Na e: L itO j4 Commission Expiration 18 \n Bob Tedder, President Senior Consultant Angell Roofing 893 NE 79th Street Miami, Florida Pursuant to your request, INDEPENDENT ROOF TESTING of South Florida (IRT), performed uplift tests on the tile roofing at the above address. The tile is manufactured by Monier, Roll White. The roof is approximately 3000 square feet in area and was tested at seventy -two (72), locations. The tiles had been installed using the "mortar set" method. The uplift tests consisted of placing a load test device manufactured by CHATILLON (Model DFIS), over the tile with an adjustable connector placed under the front Hp of the tile, and gradually increasing the pressure. The gauge readings are indicated in pounds. Pressure was exerted on the tile until a reading of thirty five (35) pounds was obtained. Visible separation was noted at two ( 2) test locations at this reading The roof passed in accordance with Dade County Protocol PA -106. IRT's responsibility in this project was specifically uplift testing to a specific point. No other conclusions or observations are expressed or implied. The tests were conducted, and the results have been reported in accordance with Dade County Protocol, PA -106. IRT appreciates this opportunity to be of service. If you have any questions, or need additional information, please do not hesitate to call. Yours truly, Independent Roof Testing & Consulting of S. Florida, Inc. I AT /da September 3, 1996 Anthony Tomassi Field Operations Manager INDEPENDENT ROOF TESTING of South Florida, Inc. RE: 419 NE 94th Street Miami Shores, Florida IRT #6469 Permit #39997 .Anthony Tomassi Field Operations Manager 93 q� Richard Yates P.E. Project Engineer 3944 Northeast Fifth Avenue Oakland Park, Florida Phone (954) 630 -0201 Fax (954) 630 -0506 57 58 59 60 61 56 55 62 63 64 65 66 1 54 2 53 52 4 50 49 N 48 44 43 45 51 42 46 41 47 5 10 3 9 8 7 Project: 419 NE 94th Street Miami Shores, Florida Contractor: Angell Roofing 12 8 9 40 36 35 34 67 71 39 38 37 70 33 17 68 14 19 20 72 11 16 69 15 21 Pass Pass Pass Pass Pass Pass 1 15 29 43 57 71 2 16 30 44 58 72. 3 17 31 45 59 4 18 32 46 60 5 19 33 47 61 6 20 34 48 62 7 • 21 35 49 63 Fail 22 36 50 64 Fail 23 37 51 65 10 Pass 24 38 52 66 11 25 39 53 67 12 26 40 54 68 13 27 41 55 69 14• 28 42 56 70 18 32 31 13 22 23 24 25 26 30 27 29 28 PA 106 Test Locations September 3, 1996 IRT #6469 SYNERGY Labs, Inc Manufacturer: CHATILLON Model Number: DFIS -100 Serial Number: 26157 Customer SN: 26157 Description: FORCE GAGE Cu:torner: INDEPENDENT ROOF TESTNG Certificate Number: 39354 Certificate of Calibration This certifies that the above equipment was calibrated in compliance with Military Standard Calibration Systems Requirements ( MIL - STD- 45882A) using applicable procedures. At planned intervals, Synergy Labs. Inc measurement standards are calibrated by comparison to or measurement against national standards, mural physical constants, consensus standards, or by ratio type measurements using self-calibrating technques. National standards are administered by NISI (National Institute of Standards and Technology) or other recognized national standards laboratories_ Supporting documentation relative to traceability is on file and is available for examination upon request. Limits: NONE Remarks: UNIT RECEIVED IN TOLERANCE - NO ADJUSTMENTS REQUIRED Calibration Date: 6127196 Calibration Due: 12127196 Menace Standards Used: Manufacturer AMETEK -M&G Model Number Serial Trace Number Number Cal Due Date WG-23 18530 186 424197 Bob Tedder, President Senior Consultant Angell Roofing 893 NE 79th Street Miami, Florida Independent Roof Testing & Consulting of S. Florida, Inc. I September 3, 1996 RE: 419 NE 94th Street Miami Shores, Florida IRT #6469 Permit #39997 .Anthony Tomassi Field Operations Manager Pursuant to your request, INDEPENDENT ROOF TESTING of South Florida (IRT), performed uplift tests on the tile roofing at the above address. The tile is manufactured by Monier, Roll White. The roof is approximately 3000 square feet in area and was tested at seventy -two (72), locations. The tiles had been installed using the "mortar set" method. The uplift tests consisted of placing a load test device manufactured by CHATILLON (Model DFIS), over the tile with an adjustable connector placed under the front lip of the tile, and gradually increasing the pressure. The gauge readings are indicated in pounds. Pressure was exerted on the tile until a reading of thirty five (35) pounds was obtained. Visible separation was noted at two ( 2) test locations at this reading The roof passed in accordance with Dade County Protocol PA - 106. IRT's responsibility in this project was specifically uplift testing to a specific point. No other conclusions or observations are expressed or implied. The tests were conducted, and the results have been reported in accordance with Dade County Protocol, PA -106. IRT appreciates this opportunity to be of service. If you have any questions, or need additional information, please do not hesitate to call. Yours truly, Anthony Tomassi Field Operations Manager INDEPENDENT ROOF TESTING of South Florida, Inc. AT /da Richard Yates P.E. Project Engineer 394-1 Northeast Fifth Avenue Oakland Park, Florida Phone (954) 630 -0201 Fax (951) 630 -0506 56 55 62 63 64 65 66 54 2 53 52 50 49 48 44 43 45 51 42 46 41 4 47 40 36 35 34 67 71 39 38 37 70 33 17 68 14 19 20 72 11 16 69 5 10 1 3 Project: 419 NE 94th Street Miami Shores, Florida Contractor: Angell Roofing 9 8 7 N 18 32 15 21 12 8 9 Pass Pass Pass Pass Pass Pass 1 15 29 43 57 71 2 16 30 44 58 72. 3 17 31 45 59 4 18 32 46 60 5 19 33 47 61 6 20 34 48 62 7 IF 21 35 49 63 Fail 22 36 50 64 Fail 23 37 51 65 10 Pass 24 38 52 66 11 25 39 53 67 12 26 40 54 68 13 27 41 55 69 14 28 • 42 • 56 . 70 31 13 22 23 24 25 26 30 27 29 28 PA 106 Test Locations September 3, 1996 IRT #6469 SYNERGY Labs, Inc Manufacturer: CHATILLON Model Number: DFIS -100 Serial Number: 25187 Customer SN: 25187 Description: FORCE GAGE Customer: INDEPENDENT ROOF TESTING Certificate Number 383!4 Th is certifies that the above egtiprttent was calibrated in compliance with Military Standard Calibration Systems Requirements (MIL- STD -45062A) using applicable procedures. At planned intervals, Synergy Labs, Inc measurement standards are calibrated by comparison to or measurement against national standards, natural physical constants, consensus standards, or by ratio type measurements using self - calibrating techniques. National standards are administered by NIST (National Institute of Standards and Technology) or other recognized national standards laboratories. Supporting documentation relative to traceability is on file and is available for examination upon request. Limits: NONE %marks: UNIT RECENED IN TOLERANCE • NO ADJUSTMENTS REQUIRED Calbratiao Date: 627196 Calibration Due: 12/27195 Reference Standards Used: Manufacturer AMETEK -M&G Certificate of Calibration Model Number Serial Trace Number Number Cal Due Date WG-23 18830 186 424/97 Permit Disapproved Date (Signed) Building Inspector Chairman Member Member Council Approved MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed s fit- ent of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is ma • in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the tate of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores V' I shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at buildi _ du ,_ _ .rogress of the work. � Q� , 1 1 ' - Date s k Zi_U__ _Y__ i , 19 51 Owner's Name and Address - S . �.1_ __l____M_ Pl. _R. Y" _ No 4 4 7 L} I Street t,_ 9 __Y_' ST __ Registered Architect and /or Engineer /� Name and address of licensed contractor['__ _ �_4_Ll�l_B 7; IQ t1_ C 6____ al /V. !.�•'�Q . Location and legal description of lot to be built on: Lot Block Street and Number where work is to be done A i) State work to be done and purpose of building (by floors) _4 0 € __L�_. and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation _ Roof Covering 11.1 SD Estimated Total cost of improvements $________ I 9 0 P— o Amount of Permit $ Zone cubage required _Plan Cubage _ Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent toB r__e d� _a_�_ f_z_Ars__ 1 �s pr s__6.___c_Q .'1 �S__I___Ai:_!N__.__2 , v= &Cr The undersigned' applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors em.loyed 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 su f ' public notice or notices as are required by the Act. The undersigned agrees to employ only such su contr ctors, on work to be perfo / ed under this permit, as are licensed by Miami Shores Village. J/ // ( i Remarks (Signed)._ STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he of the above described construction, that he has carefully read the foregoing true. by him stated are ue. 4 No. /J., i i Date 2 . a 5) PLANNING BOARD NOTE: A charge of $1.00 will be made for making corrections the Planning Board. A re- inspection fee of $1.00 will be charged materials and /or workmanship. Su division to me well known, DATE Member Member Member Date Disapproved Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires or changes to this application after approval is the application, and that he did sign the same, and that all facts Date has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty Ab REQUEST FOR INSPECTION / Company ) / � L PHONE Job Address // i Inspection � . •,v , Time Ready Date Ready 2 A.M. P.M. atm G ❑ PEF'�MIT 1 0iner of Building r �. d ontractor or Builder. I egal escription. ddress of Building This perm is granted to herefor in strict cocace with au ? drawings, statements spcc nations that. time if the work is not ne in coin granted is the understanding that pertaining to the work coverer! here wheth done by his agents, servants or einp eyees In consideratioh of the issuance to m of ertaining thereto and in strict conformity w th the r accepting t erssit I assume responsibi icy ES VILLAGE, rLO ID, • ? 10996 Subdi- vision Con is License Nom Value of 1 Amt. of Project $ Permit $ I n shove to qoastroct the building or to install the equipment or device described in application I t i threw and with the .onderstanding that the work will be performed in compliance Isiik Plans. ; I ' subiskted to and approved by the proper municipal authorities. "This Permit may be at any I or if the plass are thanged without authorisation. A further condition WhiCh sisis permit is i ; above assinues the responsibility for a thorough kri of the ansi meadow ' i plans or drawings or ' the state or specifications and he assumes reeponiollaity work ' 1 ' BY. DIS the work covered der in complianci with all or specifiaiiions mitted to the proper authorities of myself, my agent, servant or employee. o �� i ���, nom o if )- 0 9- 0 V -.9 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT /.„g Application is hereby made for the approval of the detailed statement us use 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 progreu of the work. /�� / Date..._........ ._ ..___._..... _ .._.._.._.__ ._ S T 19..._._ W Owner's Name and Address S/ r/ 4 / .. ..... . __ . ... -- No.... »92Z Str� 5 Registered Architect and /or Engineer ,. „, n,•• n,,,rw,• Name and address of licensed contractor _...r. » .. Location and legal description of lot to be built on: Lot Block Subdivision _ Street and Number where work is to be done `..!•.l.. . 9 V s? State work to be done and purpose of building (by floors )........ peared Disapproved ,.,� ..... Date Notary Public, State of Florida My Commission Expires Building Inspector and for no other purpose. Ncw Building Remodeling Addition Repairs ✓ No. of Stories _ To be constructed of (i1/ Kind of foundation Roof Covering. f Aer”- ,_ ,.. .t veC. ^^ 0., Estimated Total cost of improvements $ ✓ Amount of Permit S.. i� 1 Zone cubage required _..___...plan Cubage Distance .to next newest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida 11'ork Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the wo uch public notice or notices as are required by the Act. The undersigned agrees to employ only such su, pr4Ij on work to • wo under this pcnnit. as are licensed by Miami Shores Village. Remarks... ___.__ x(Signed G....— 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- __.....to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are e. 1 4 Permit Date.. ./ Read, Sworn to and Subscribed before me. PLANNING BOARD _.._......DATE Chairman Member \Icrr,bcr Member .... Member Member . Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has here obtained from the 1'lannir,„ Board. 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.