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550 NE 102 St (6)Date 0 Job Address 550 lJ • e. / oa s 7 " Tax Folio Legal Description �7 Owner/Lessee / Tenant F u I V 'let PAZ, 0 Master Permit # L/ 2--(47 D / Owner's Address 5 5 Contracting Co. ( 6 uee- CO, ES AVoll. v , M0014IP1 State # Municipal # 30 ` 3 y 11 0) Qualifier Architect/Engineer Bonding Company Mortgagor Signature of owner and/or Notary as to Owner and/or My Commission Expires: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 3////9 8' esident .3/B to do President _ qP R' ° �e' %, "OFFICIAL SEAL" ▪ * °���'► '• *= Mark A. Ryan ' `, i My Commission Expires 9/7/98 ' OF oQO° Commission #CC 405607 FEES: PERMIT ( RADON C.C.F. APPROVED: . 1/10/51 ' Zoning Building b • Mechanical Plumbing Historically Designated: Yes No P h o n e 9 3) - 6 0 0 I+ 75-7 ‘/P. p' ...1 Address ?.) t N • E. 3a '-r Fr- a• 3 33 3Y Phone 65i I( YO Competency # ?58560051 Ins. Co. C �, 4 Address Address Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION ttlU N aM y u -�1 . 'd' Z D�aS� "t Ft. 17/ Estimated Cost (value) 1 7' 73' 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. Signature of Contractor or Owner- der otary : s to Contractor or 0 er- Builder My Commission Expires: 3//9 Date 3/// 9r Date ` �55111 I H1I,� P P410 "OFFICIAL SEAL" 'mu \ ;r Mark A. Ryan • , , • My Commission Expires 9/7/98 O � o ,`� Commiss #CC 405607 NOTARY BOND / TOTAL DUE lJo Electrical Engineering Home Office 211 NI'. 32n4 Court Ft. Laudeit;ale, FL 33334 We hereby submit specifications and estimates for: WAT CAM flirE EN CO 0 PROPOSAL Broward: (954) 563 -2207 Dade: (305) 654-1140 Palm Bch.: (561) 241 -6737 Fax: (954) 563 -9940 6 "" & 7" Seamless Aluminum Gutters CC # 84 -3663 M7,19 1 C We hereby propose to furnish labor and materials — complete in accordance with the above specifications, for the sum of: %1 �� dollars ( $ r C Two year guarantee on Labor, Twenty years on Material. All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from the above specification involving extra costs, will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. This proposal subject to acceptance within days and is void thereafter at the option of the undersigned. Authorized Signature with payment to be as follows: J 1( L( ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. ACCEPTED: Signature Date Signature PROPOSAL SUBMITTED TO: PHONE:. r c �., DATE: _ t 9 NAME: V 1 � JOB NAME: Tezo , t- V \v , STREET: 1� ' ' vi — ��1 1 t1� � �� �S�1, STREET: 30 ►�1 1 O ai CITY: 0` 1 c CITY: \ \at 1 k oNao STATE: STATE: Home Office 211 NI'. 32n4 Court Ft. Laudeit;ale, FL 33334 We hereby submit specifications and estimates for: WAT CAM flirE EN CO 0 PROPOSAL Broward: (954) 563 -2207 Dade: (305) 654-1140 Palm Bch.: (561) 241 -6737 Fax: (954) 563 -9940 6 "" & 7" Seamless Aluminum Gutters CC # 84 -3663 M7,19 1 C We hereby propose to furnish labor and materials — complete in accordance with the above specifications, for the sum of: %1 �� dollars ( $ r C Two year guarantee on Labor, Twenty years on Material. All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from the above specification involving extra costs, will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. This proposal subject to acceptance within days and is void thereafter at the option of the undersigned. Authorized Signature with payment to be as follows: J 1( L( ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. ACCEPTED: Signature Date Signature • PERMIT APPLICATION FOR MIAMI SHORES VILLAGE )ate 7 -18 -96 Job Address 5 N.E. 102 Street Tax Folio /1 -3ao - Or-i - /ODD egal Descripuon Historically Designated: Yes_ _ -- I)¼/Lessee/Tenant °a Pezo Master Perinit H )wner'sAddress 550 N.E. 102 Street Phone 757 -6182 _ontractingCoQuality Roofing Contractor, Inc. Address 251 N.W. 99th Street )ualitier Carlos Arocho Signatw:e . 'owner and/or Condo President Date Notary as to Ov er and/or C My Commission Expires: 1r RYLO1 �NANDE2 MY COMMISSION /1 CC 324212 EXPIRES: October 10, 1997 Bonded Thru Notary Public Underwriters FEES: PERMIT 619 RADON ' • C.C.F. 7 .3,0 NOTARY 1'hont State # R C f l D 5 A h 7 7 Municipal # Competency i/ 1 7 8 89 -___ -- Ins. Co. 'krchitect/Engineer Address --r :landing Company • Andres.; Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL RQQEIZV_ PAVING FENCE SIGN WORK DESCRIPTION Tear off roof to wood deck, tin cap 301b. ASTM felt as per building code, mop on with type III asphalt one layer of 901b. ASTM felt, install valley and eave drip metal and install Spanish S Clay Tile mortar set approved. Square Ft. 35 sq. Estimated Cost (value) $_ 12,800.00 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE '1'O 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 COMM ENCEMENT'.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (ii' aitpltcahl,: certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I undci,iai J that scluat. permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFT' DA IT: 1 certify that all the foregoing information is accurate anti that all work wil be done in eontpha Mill all al l>Itcalslc laws regulati ' onstructiori; apd zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of Contract r or Owner- Builder Date Notary as to Con eactor or A. .01"''4 i't±[ARYLOU HERNANDEZ pr 11 'e MY COMMISSION # CC 324212 EXPIRES: October 10, 1997 rt„ tifp Bonded Thru Notary Public Underwriters My Commission Expires: APPRO VED: Zoning Building Mechanical Plumbing Engineering Electrical TOTAL 1)111: -7 - 9 7 a_er o QVU� Il ,t ur t,uty rvrlt,vt.t,vr<�iv A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. JE 3 &of° -O I7 -10 STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713. Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 550 N.E. 1 02 Street Miami Shores, Florida 33138 2. Description of improvement: Install new Tile Roof . 3. Owner(s) name and address: Interest in property: Owner Name and address of fee simple titleholder: N/A Quality Roofing Contractor Inc. 251 N.W. 99th Street Miami C 5. Surety:(Payment bond required by owner from contractor, if ay�LCRt�A, C yTt (ru• cD S C¢Rt on o f Oho TATS 01- t a this is o daY o9 Name and address: N/A 0 ,4 "" fet e 4. Contractor's name and address: Amount of bond $ 00 6. Lender's name and address: N A Ftt-INLie. - Pe'z o C-12.1/ ffl u Pe-2. 0 — S I LVA 550 N.E. 102 Street Miami ShnrPS, Florifia 33138 BY 7. Persons within the State of Florida designated by Owner upon whom notices or other by Section 713.13(1)(a)7., Florida Statutes, Name and address: N/A 8. In addition to himselt, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: N/A 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date i 1 s• ecified) L Signature of Ownet _ ' Print Owners ame / � C pE 2 � -5 / LAA Sworn to and subscribed before me this /0 day of 1999 . Notary Public Print Notary's Name My Commission Expires: 778064295 1997 FEB 12 12:32 ments may be served as provided Prepared byCarlos Arocho Quality Roofing Cont Address: N.W. 99th Street Miami, Florida 33150 inot.5? 2/9'. Contractor's Name: OLLA It I./ l.o !2o rj �.ti,?7 c c4r Job Address: CA- o 5 PI T ; o c �t ROOF CATEGORY J (Low Slope Application) ❑ (Nail -On Tile) (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) _/ ROOF TYPE ❑ New Roof 242.e-roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft Sloped Roof Area (ft 35 s' , Total (ft 36 51 . Master Permit No. Exposure category (per ASCE 7 -88): C Building Classification category (per ASCE 7 -88 table 1): 4- 0 Ft. A Ft. Y A Deck type: (,WDod... 1 Xlo VJ- . ATTACHMENT Fastener Type: �/y 1, r� ° n5 net: Ls DETAIL 1 & 2 Appendix "L" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) SPACING Field: /2. Perimeter: 9``o-c. Corner: 0.c Page -1 SSO 10,F /02 S )yc-e1 Ridge Ventilation? I NIR MEAN HEIGHT i it ! Deck type: wo©l 1XL zUnderlayment: UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Insulation: 30 lb. IN I2 ROOF SLOP[ D E T A I L 3 SLOPED SYSTEM DESCRIPTION I R Fastener type 6c spacing: I�ot. re-1d ly (an Shunls hG.: 1S y'`o.c. IaP$ Cap Sheet: 1 D Pt31 Roof CoverinE: SeGcrl.s k s Cl � Ih -sajT; le. • Drip edge: TILE CALCULATIONS ) ` Y ��� J- 9,1 veer,: c c L (Pmaxl: 72,3 x X (.Aerod■namic Muhiplier):)..2. I ) - M 5. 35 =M 19.0(p PCA: (L-tf° (Pmax2:12i. 0 x (Aerodynamic Multiplier): 37.5) ) - M = M PCA: t PG -3- o (Pmai 3: Ia.l.l7 S P. l.A;rodynami: Ntultipliar): ) - M = M ?(p PCA: (D6-5 Page -2 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 METRO Altusa Tile Alfareria del Turbio, S.A. Barquisimeto, Venezuela PRODUCT NO. : ACCEPTANCE NO.: 94- 0914.01 EXPIRES: FEB 1 4 19 97 APPROVED: FEB ? ? 1995 PRODUCT CONTROL NOTICE OF ACCEPTANCE The expense of such testing will be incurred by the Manufacturer. METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 Your application for Product Approval of Altusa Tile Nail -On. Mortar or Adhesive Set Clay " Altusa S" Roofing Tile under Chapter 8 of the Metropolitan Dade County Code 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 Applied Engineering, Inc., and Testwell Craig Laboratories & Consultants, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth herein. The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the rigltt to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. l•f product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify; or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. Raul Rodriguez Product Control Division Supervisor - PLEASE NOTE - THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade 'County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. ,4 Charles Danger, P.E., Director Building Code Compliance Department Metropolitan Dade County Applicant: Altusa Tile Alfareria del Turbio, S.A. Barquisimeto, Venezuela Category: Prepared Roofing Sub - Category: Tile Type: Nail - on/Mortar Set/Adhesive Set Sub -Type: Clay PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL System Description Contact: Carlos J. Fernandez General Manager Altusa Tile, Almar (USA), Inc. 6645 Northwest 77th Avenue Miami, FL 33166 (305) 471 -5830 Raul Rodriguez Product Control No.: 94- 0914.01 Approval Date: Expiration Date: Alfareria del Turbio, S.A. (Altusa), located in Barquisimeto, Venezuela, manufacturers clay roof tile for nail -on, mortar set or adhesive set applications. All tile is manufactured from natural Venezuelan clays. This Product Control Approval relates to Altusa's "Altusa S" tile profile. Refer to appropriate Product Control Approvals for other tile profiles. The "Altusa S" tile pr,ofile is available in a variety of natural clay colors and has matching trim pieces used for rake hip, ridge hip, and valley terminations. These accessories are manufactured for all profiles and form a part of this Product Control Approval. Optional rubber or clay eave closures are also available. Altusa roof tiles have been tested in compliance with the South Florida Building Code requirements for clay, nail -on, mortar set or adhesive set tile applications. The minimum roof slope for the "Altusa S" nail -on tiles shall be 2 ":12 ". See the "Profile Drawing" section in this approval for the "Altusa S" profile drawing. The "Altusa S" 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 1 through 4 of this Approval. Almar (USA), Inc., located in Miami, Florida,is the sole approved importer under contract for selling and distributing Altusa products in the South Florida jurisdiction. FEB 2 2 1955 FEB 1 4 1991 Test Product Product Dimensions Specifications Description Altusa'S' Clay Roof 1= 18%." ASTM C 1 167 High profile, interlocking, one - piece, Tile w = 10" S' shaped, clay roof tile equipped with V2" thick two nail holes and a single roll. For direct deck nail -on applications only. Trim Pieces I = varies w = varies varying thickness TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT ASTM C 1167 Raul Rodriguez Product Control No.: 94- 0914.01 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 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 D312 type 111 or IV ASTM D 4586 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 system. Single ply, nail -or. underlayment. Single ply, nail -on underlayment with 2" self - adhering top edge. Self- adhering underlayment for use as a top ply in a rwo 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 Clashing applications. Product Control No • 94 0914.01 Raul Rodriguez Manufacturer generic generic generic Lenzing Performance, Inc. PCA #94- 0527.05 Protect -O -Wrap, Inc. PCA #94- 0714.01 W.R. Grace Co. PCA #92- l I 1 6.01 generic generic Product: Asphalt Primer Roofing Nails Tin Caps Wood Battens Tile Nails Tile Screws Roof Tile Mortar ( "TileTiteT"' ") Roof Tile Adhesive ( "Polypro® AH 160 ") Dimensions N/A min. 12 ga. with '/," head min. 32 ga. min. 1'/ o.d. max. 2" o.d. vertical min. l "x4" horizontal min: I" x 4" for use with vertical battens or min. 1" x 2" for use alone min. 8d x 2'Y2" or inin. 10d x 3" min. #8 x 2'/:" or min. #10 x 2" N/A N/A Test Specifications ASTM D 41 PA 114 Appendix E PA 114 Appendix E Wood Preservers Institute LP - 2 PA 114 Appendix E PA 114 Appendix E PA 123 See PCA 4 Raul Rodriguez Product Control No.: 94- 0914.01 Product Description Cut back, asphalt based coating used to facilitate bonding of dissimilar materials. 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 Salt pressure treated or decay resistant lumber battens Corrosion resistant, screw, smooth or annular ring shank nails. Corrosion resistant, coated, coarse thread wood screws. Prepared mortar mix designed for mortar set roof tile applications. Two component polyurethane adhesive designed for adhesive set roof tile applications. Manufacturer generic generic generic generic generic generic Bermuda Roof Company, Inc. PCA #94- 0614.01 Polyfoam Products, Inc. PCA #94- 0401.01 Product Hurricane Clip & Fasteners Valley Flashing Drip Edge Dimensions CIipa min. 'W' width min. 0.060" thick Clip Fasteners min. 8d x PA" min. 26 ga. min. 16" width min. 26 ga. min. 2" face flange min. 2" deck flange Test Specifications PA 114 Appendix E ASTM A 525 PA Ill 5 Raul Rodriguez Product Control No.: 94- 0914.01 Product Description Manufacturer Corrosion resistant generic bronze, aluminum, stainless steel, galvanized steel or plastic attachment clips for supplemental tile attachment. Clips are installed with corrosion resistant roofing nails compatible with the clip. A hurricane clip is required on all eave tiles. Galvanized steel valley flashing Galvanized steel drip edge generic 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. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Testwell Craig Laboratories & Consultants. Inc. TEST REPORTS Test Identifier 7161 -03 Appendix 1I1 7161 -03 Appendix III 25- 7200 -1 94 -084 94 -083 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0647 -01 PO402 Project No. 307025 Test #MDC -78 Lab #AAP -2 Tech: A. Porcello 6 Product Control No.: 94- 0914.01 Test Name/Report Static Uplift Testing PA 102 Static Uplift Testing PA 102(A) Static Uplift Testing PA 102 (Quik -Drive Screws, Battens) Raul Rodriguez Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Sct) Withdrawal Resistance Testing of screw vs. smc :th shank nails Wind Driven Rain PA 100 Physical Propertie° ASTM C 1 167 Date Dec. 1991 Dec. 1991 Feb. 1995 May 1994 April 1994 Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 Oct. 1994 Oct. 1994 SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction 19 / 32 " 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. Roofing Tile: 10 Raul Rodrieuez Product Control No.: 94 0914.01 Underlayment: Install choice of approved underlayment system, noted on Page 1 of Dade County Protocol PA 120, in compliance with Section 3.02 of PA 120. See System Limitation #7. Install tile in compliance with PA 120 using one of the approved mortars or adhesives noted in this approval. Mortar or adhesive shall be applied in compliance with the mortar or adhesive manufacturer's Roofing Component Product Control Approval. The mortar or adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. The mortar and adhesive attachment data is noted in Table 4, attached. Comments: 1. For re -roof applications,' / plywood is an acceptable substrate. 2. For mortar set applications, the first three courses of tile shall be nailed with not less than one nail per tile. As an alternate, the first three courses of tile shall be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than 1 / 8 " which is mechanically attached to the deck with not less than one roofing nail every 1 ft' For roof pitcht:s from 6 ":12" to 7 ":12 ", every third tile of every fifth course, beginning at the eighth course, shall be nailed with not less than one nail per tile. C. SYSTEM LIMITATIONS Product Control No.: 94- 0914.01 The standard minimum roof pitch for "Altusa S ", nail -on, mortar or adhesive set tile applications is 2" rise in 12" run (2 ":12 "). The maximum roof pitch for mortar or adhesive set tile applications is 7" rise in 12" run (7 ":12 "). All nail -on tile applications having a roof pitch less than 4 ":12" shall be installed over both vertical and horizontal battens ( "Counter- Battens "), as noted in System A. All nail -on tile applications having a roof pitch in excess of 7 ":12" shall be installed over horizontal battens as noted in System 3. For nail -on applications, brass or stainless steel screws for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 4. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. Nail -on tile shall be attached using one of the methods of attachment noted in Table 3 of this Approval. Mortar or adhesive set tile shall be attached using an approved mortar or adhesive noted in this Approval, the data of which is noted in Table 4 of this 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. 5. For nail -on tile applications, an eave clip is required on all eave tile. For mortar set applications, the first three courses of tile shall be nailed with not less than one nail per tile. As an alternate, the first three courses of tile shall be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than '4" which is mechanically attached to the deck with not less than one roofing nail every 1 ft' For roof pitches from 6 ":12" to 7 ":12 ", every third tile of every fifth course, beginning. at the eighth course, shall be nailed with not less than one nail per tile. 6. 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 required not less than 30 days after application to confirm tile adhesion. The results of this testing shall be reported to the Building Official and the installer stating that the application has passed or failed PA 106 testing.. If the application fails PA 106 testing, the report shall state which portion of the test was failed; Category 1 (examination for loose tile) or Category 2 (uplift testing of tile). Subsequent to testing, the installer may repair not more than 5% of field area tiles and 10% of perimeter area (i.e. ridge /rake) tile with approved the adhesive. The installer shall place an identifiable marking on each repaired tile for future reference. Any PA 106 re -test shall not include any marked tile. For mortar or adhesive set tile applications. 30/90 hot mopped underlavment applications may be installed perpendicular to the roof pitch prior to June 1, 1995 unless stated otherwise by the material manufacturer. Thereafter, 30/90 underlayment systems shall be installed parallel to the roof pitch in compliance with Appendix 'A' of Dade County Protocol PA 120. Raul Rodriguez SYSTEM LIMITATIONS (CONTINUED) Product Control No.: 94- 0914.01 8. All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 9. The Altusa "Altusa S" tile profile has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with Dade County Protocol PA 115 or PA 127 shall be done as a 'Moment Based System' 10. Applications for roofing permits shall include a cornpleted Section 11 of the Uniform Building Permit, a copy of Altusa Tile'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. 1 i . 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. 12. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. i2 Table 3: Attachment Resistance Expressed as a Moment - M, (ft-Ibf) from PA 102 and PA 102(A) Testing Tile Profile TILE APPLICATION APPROVED NAILS APPROVED SCREWS APPROVED FIELD CLIP WITH: APPROVED EAVES CLIP WITH: 1 nail 2 nails 1 screw 2 screws 1 nail 2 nails 1 nail 2 nails Altusa 'S' Tile Battens N/A N/A N/A 26.80 N/A N/A N/A N/A Direct Deck 6.20 8.40 28.70 31.80 21.20 25.30 26.90 34.90 Table 2: Restoring Moments due to Gravity - M (ft -Ibf) from PA 102 Testing Tile Profile 3 ":12" or Tess 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 Altusa 'S' Tile 4.47 5.35 4.40 5.27 4.31 5.16 4.20 5.03 4.08 N/A DATA FOR ATTACHMENT CALCULATIONS 13 Raul Rodrieuez Product Control No.: 94- 0914.01 Screws for ile installation over battens shall be #8 x 2h/2 long, corrosion resistant, Quik -Drive screws installed in two manufactured holes located 1'/a' and 1 from the head of the tile. Table 4: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) from PA 101 Testing Tile Profile Tile Application Attachment Resistance Altusa 'S' Tile X (ft') Mortar Set •4 24.50. Adhesive Set 66.50 DATA FOR ATTACHMENT CALCULATIONS 13 Raul Rodrieuez Product Control No.: 94- 0914.01 Screws for ile installation over battens shall be #8 x 2h/2 long, corrosion resistant, Quik -Drive screws installed in two manufactured holes located 1'/a' and 1 from the head of the tile. Table 1: Aerodynamic Multiplier - X (ft') from PA 108 Testing Tile X (ft') X (ft') Profile Batten Application Direct Deck Application Altusa 'S' Tile 0.29 0.31 DATA FOR ATTACHMENT CALCULATIONS 13 Raul Rodrieuez Product Control No.: 94- 0914.01 Screws for ile installation over battens shall be #8 x 2h/2 long, corrosion resistant, Quik -Drive screws installed in two manufactured holes located 1'/a' and 1 from the head of the tile. PROFILE DRAWING ;? ALTUSA'S' TILE Raul Rodriguez Product Control No.: 94- 0914.01 METRO ,j• a■taLl O•1 •■ METROPOLITAN DADE'COUNTY FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT E T N METR 40 WEST FLAGLER FLAGLER STREET MIAMI. FLORID )3375.2901 FAX (305) 375.2908 Extensions of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) y ears, 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 man 1fd f of the n p r od u ct or process shall automatically be cause for termination, unless prior app roval is g a Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds � Y for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the 5. g any portion of the Notice of Acceptance is expiration date may be displayed in advertising literature. If ao p displayed, then it shall be done in its entirety. 6 Product approval drawings, where required for permit applicati in floe , shall of be provided to Acceptance the pp licant by the manufacturer or his distributors unless otherwise noted not be re-sealed by an engineer. Failure'o comply with the Standard Conditions shall be cause for tennination of the Approval. This approval supersedes all previous approvals. Dist Approval Number 94- 0106.18 • t,/%../ � Raul Rodriguez Product Control Division Supervisor KETCH OF ROOF JOB SHEET NO OF CALCULATED BY CHECKED BY DATE SCALE DATE 1uIuIpuIIP 1 111NIF eft ANIENNION C � ■�.� MillIEN111111111 tH ( 011111111 NOTES' 27, e Test Location Uplift Pull Test P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull _st (P or F) 1 jam" I 26 Sr�� 51 h 2 27 52 ...L 3 28 53 4 29 54 5 30 55 6 31 56 7 32 57 8 33 58 9 34 59 10 3$ 60 11 36 61 12 37 62 13 38 63 14 39 64 15 40 65 16 41 66 17 42 67 18 43 68 19 44 69 20 45 70 21 46 71 22 47 72 23 48 73 24 49 74 25 50 75 �1 Du Quesne & Associates, Inc. Testing Laboratory Building Inspection Services ON -SITE CONCENTRATED UPUFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 SITE SPECIFIC INFORMATION UTR y Consulting Engineers Environmental • Civil • Structural l' Owner's Name: .V • S v4 Permit #• 4 10 00 Job Address 55 0 N iO '577 10% Roofing Contractor _A F 1 N G7 , - R p Type of Tile: A1/41-1 Ti) S a. 1 5 1 — �p4ru 5 Date Installed: 4 .23. 9 1 t P Roof Pitch 3 : l2 Approximate Roof Height (4 feet Type of Access to Roof: Scaffolds Ladder Other Approximate Square Footage of Roof 7 & B0 ft 2 Required Testing Force: 35 lbs. Testing Equipment: Chatillion DFIS 100 Date Tested ` •2 g - Q 7 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS REP BY for Quesne, P.E. Civil . leer E. # u Quesn & Associates, Inc. E.B. License #0005245 Lab Certification #94- 0318.01 TEST RESULTS P = PASS, F = FAIL SKETCH OF ROOF IN BACK Please Note: This form is not valid unless Company logo appears in color (burgundy) 7821 S.W. 24th Street • Suite 104 • Miami, Florida 33155 • Telephone (305) 264 -1425 • Fax (305) 264 -1426 New Bui!ding....X. To be constructed of Estimated Total cost of improvements $.31 STATE OF FLORIDA, COUNTY OF DADE. J ss V -\ ___ Date Disapproved (Signed) ding Inspector Chairman Member Member ...... _-- .---- -.-- ._..._._ ...._ Council Approved Date NOTE: A charge of $1.00 will be made for the Planning hoard. A re-inspection fce of 31.00 will be charged materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build. in or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Bldg. Permit #20482 32 squares Date..._..._..._.._... .December lath,_ ,1978_ Owner's Name and Address .DP 1l...0i$.11aiiell No..5.50..._...._.. Street +.�iw...1Q ...s�?#s.•_. Registered Architect and /or Engineer Name and address of licensed contactor Roofing &Tile Co. t Inc. 573 N.W. 71st Miami Fla. 33150 Location and legal description of lot to be built on: Lot �� 1 Miami Sho res Sect Block 94 Subdivision 4. ._...___ Street and Number where work is to be done 550 NJ _._10,4d_ .atjgat.__ State work to be done and purpose of building (by floors). tin cap 1 -30# felt to sheathing,. mop 1 - 901b. slate with hot asphalt and apply tile. and for no other purpose. Remodeling Addition Repairs Kind of foundation Roof Covering tile Amount of Permit & 12• �0 Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the 'Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Sup element. 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 s of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcon ctors, on be performed under this pennit, as are licensed by Miami Shores Village. Remarks (Signed) 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 is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No.._ t o Date 10 01 ry Read, Sworn to and Subscribed before me. PLANNING BOARD DATE No. of Stories to me well known, Notary Public, State of Florida My Commission Expires Member Member Member Disapproved Date making corrections or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection oe faulty YES NO ❑ ❑ TITLE TITLE iec SIGNA URE FEMA Form 81 -31, SEP 83 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE This form is to be used for: 1) New /Emergency Program construction in Special Flood Hazard Areas; 2) Pre -FIRM construction after September 30, 1982; 3) Post -FIRM construction; and, 4) Other buildings rated as Post -FIRM rules. - r� BUILDING OWNER'S ADDRESS ` t� C 7 C ? 7-/V' J ,Aii -F- N A M v /ii PROPERTY LOCATION / C ION (Lo f a t3lock numbers and address if available) L p 7 6 v - J , . 7 ,�" - 0 ,/t /P a S' i "„4 All "FL- 3 3 l 3 0 pre- 9'y I certify that the information on this certificate represents my best' efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. code, Section 1001. SECTION I ELIGIBILITY CERTIFICATION (C Meted by Local Community Permit Official or a Registered Professional Engineer, Architect, COMMUNITY NO PANEL NO. SUFFIX DATE OF FIRM FIRM ZONE DATE OF CONSTR. BASE FLOOD ELEV. (In AO Zone, use depth) BUILDING IS ❑ New /Emergency ❑ Pre -FIRM Reg. ❑ Post -FIRM Reg. It is intended that the building described above will be constructed in compliance with the community's flood plain ordinance. The ft, NGVD. Failure to construct the at this elevation may l elevation may place he bu ldi gin violation of the community's flood plain management ordinance. YES NO The building described above has been constructed in compliance with the community's flood plain management ❑ ❑ ordinance based on elevation data and visual inspection or other reasonable means. If NO is checked, attach copy of variance issued by the community. YES NO The mobile home located at the address described above has been tied down (anchored) in compliance with the ❑ ❑ community's flood plain management ordinance, or in compliance with the NFIP Specifications. SERIAL NO. MOBILE HOME MAKE MODEL YR. OF MANUFACTURE DIMENSIONS X (Community Permit Official or Registered Professional Engineer, Architect, or Surveyor) NAME ADDRESS - CITY STATE CERTIFIER'S NAME VE2MEe. ∎1014t4Scs 7&-T2. 1 E c ADDRESS 2!2 4 4/c g/z L . GATE CITY STATE INSURANCE AGENTS MAY ORDER THIS FORM REPLACES FEMA FORM 81 -31, APR 82, WHICH IS OBSOLETE. 1(1 OMB 3067 -0077 Expires: Feb. 1987 ZIP SIGNATURE DATE PHONE SECTION II ELEVATION CERTIFICATION (Certified or Surveyor.) Community Permit Official or a Registered Professional Engineer, Architect, FIRM ZONE A1-A30:. I ce that the n elevation o f j property location described (mean sea level) and the average grade -at the (including build g site is at af i an elevation of q . 4 i feet, NGVD. FIRM ZONES V, V1 -V30: I t an e that of 28 the property eet,, NGVD location sea described le el), and has bottom of grade at lowest he building e s e at an is at an elevation of 1 1 feet, NGVD. FIRM ZONES A, A99, AH and EMERGENCY PROGRAM: I certify that the building at the property location described above has theNGVDt floor elevation of 1 0. .2.2i feet, NGVD. The elevation of the highest adjacent grade next to the building is q • feet, , 2Gi floor FIRM ZONE AO: I certify that the building at the property location described above hathe lo fe s t NGVDlevation of I feet, NGVD. The elevation of the highest adjacent grade next to the building is SECTION III FLOODPROOFING CERTIFICATION (Certification by a Registered Professional Engineer or Architect) I certify to the best of my knowledge, information, and belief, that the building is designed so that the building is watertight, with walls substantially impermeable to the passage of water and structural components having the capability of resisting hydrostatic and hydrodynamic loads and effects of buoyancy that would be caused by the flood depths, pressures velocities, impact and uplift • forces associated wit the base flood. YES ❑ NO S In the event of flooding, will this degree of floodproofing be achieved with human intervention? (Human intervention means that water will enter the building when floods up to the base flood level oc- cur unless measures are taken prior to the flood to prevent entry of water (e.g., bolting metal shields over doors and windows). YES NO ❑ Will the building be occupied as a residence? If the answer to both questions is YES, the floodproofing cannot be credited for rating purposes and the actual lowest floor must be completed and certified instead. Complete both the elevation and floodproofing certificates. FIRM ZONES A, A1, -A30, V1 -V30, AO and AH; Certified Floodproofed Elevation is feet, (NGVD). THIS CERTIFICATION IS FOR ❑ SECTION II HBO H SECTIONS II AND III (Check One) COMPANY NAME LICENSE NO. (or Affix Seal) ZIP 04643 PHONE The insurance agent should attach the original to copy of the e ted the to the flood cop re is by the policy application, / the second copy should be supplied policyholder 593 -117