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ROOFINGTest Location Uplift Pull Test (P or F) Test Location Uplift Pull (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) 1 F ap Q Test F � 2 27 ` 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 R7 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 50 ___L____ 75 100 SITE SPECIFIC INFORMATION 1Q 5 O ( 1�� e.4 Permit #. ►Q 5 N � Pk I I Si ° P-s , �I . Roofing Contractor: C) t PGj Type of Tile: f LS (4, � -- F 1 r4) 1 d S Approximate Roof Height:13 feet Type of Access to Roof Scaffolds Ladder Other Approximate Square Footage of Roof ft Required Testin9j rce: lbs. Testing Equipment: Chatillion 100 Date Tested: 0 yi 0 L Owner's Name: Job Address U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 IN ACCORDANCE WITH THE C QUALITY CONTROL T THIS REPOR Civil Engineer: Lab Certification # 98- 0608.04 BY: State of FL Certificate Authorization # 4100 TEST RESULTS P = PASS, F = FAIL Project 2.61oz -8 77 Date Installed -61 Roof Pitch ERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT N9 2486 $KETCH OF ROOF JOB SCALE toy ©t.le_ le57 ( mtk5L -62zs, 1. Z p Z SHEET NO CONTRACTOR (5?\, LTti O E 1(- CHECKED BY DATE ( tcY z T 0 NU ■fir' 't OBI (o' millEal eg �c f �� 'AMOni MIV ■•Ar's ► I,M1112.1►■`:r■ ,Iii ■[M11111���'�11!�11111111111i■■ \■ 'M■■■ I^ Mr ■i1111111I\ OMIT= ■rw.1IIII ■IIIIIIIIIE' ``IM iii!_ " i 11 ® 111 O ARIMILNIINSW0114 om maim I ■ sam `r1ri7it7■r• NPAINVIENNIIIIIII /IIL I is iI��MM ►I■�■�wM■■■ IaMIlla■Nl■ AVM Ell MN UNICA INTRAIIIIBIKEI • .■ ■111■1. a NOTES. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE D a t e 10 2 8— 9 6 Job Address 1020 N. E. 98 Street Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee/Tenant R i n a W r i n k l e r Master Permit # Owner'sAddress 1020 N.E. 98 Street Miami Shores, Phone 751 -6005 amtwthigemQuality Roofing Contractor, Inc. Address 251 N.W. 99th Street Qualifier Carlos Arocho 751 -0382 State# RC 0 0 5 8 6 2 7 Municipal # Competency # 17889 Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Tear off old roof to wood dPrk , tin rap 301h_ ASTM fat t aG par building code, mop on with type III asphalt one layer of 901b. ASTM felt, install valley and eave drip metal where required and install ti1as Square Ft. 28 s q. Estimated Cost (value) 11,000.00 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 la s regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. 11 , gnature of owner an•►or Condo President 1 FEES: PERMIT Notary as to wner and/or C My Commission Expires: 1 -1 -97 Date err' MARYLOU HERNANDEZ MY COMMISSION # CC 324212 gar; EXPIRES: October 10, 1997 :JO' Bonded Thni Notary Public Underwriters RADON Notary as to Co i actor or My Commission Expires: APPROVED: Zoning Building Mechanical Plumbing yrni Electrical —Co -97 Signature of Contractor or 0 r er- Builder Date Date , 1 •, MARYLOU HERNANDEZ a ? MY COMMISSION # CC 324212 :,. `s EXPIRES: October 10, 1997 '''' Bonded Thai Notary Pubic Underwrhers C.C.F. 4 ° NOTARY BOND lee' TOTAL DUE 7049 Engineering NOTI(.t Lir 1 Uv►riNm,E diciv e A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 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: 2. Description of improvement: Install new Tile roof . 3. Owner(s) name and address: Rina Wrinkler 1020 N.E. 98 Street Interest in property: r)wnP Name and address of fee simple titleholder: N /A TAX FOLIO NO. 251 N.W. 99th Street 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: N/A Amount of bond $ 00 6. Lender's name and address: N/ A differ nt date is specified) 1020 N.E. 98 Street Miami Shores, Florida 33138 4. Contractor's name and address: Duality Rnnf i ng Contractor, Inc. S ignature of Ownor Print Owners Name M4 r, / 't G ,('/ I)} i /V cle r Sworn to and subscribed before : this lo day of j !LK - , 1912_. I Notary Public // 1 .AA Print Notary's Name •• My Commission Expires: MARYLOU HERN DEZ IXPIRES: October 10,1997 STAIE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERTIFY that fhls 1s a true oo of the oil 'Ned In this office on da of W TNESS my hind an Official Seal. HAR CL of Circuit andCountyCourfs ay � .L i1G IG� -m ac. Miami Shores, Flnrirla 33138 Mi ami ri r 33150 7. Persons within the State of Florida designated 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: • N / A 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(bl,.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 Arnr-ho Prepared by: Car los Quality Roofing Address: 251 N .W . Mj mi F 33150 129.0%•52 2r& Cr ntrar•tor 99th Street Contractor's Name: ft Iz rx e0111 - fr (kTJob Address: ta cU(.c: ❑ (Low Slope Application) Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ROOF CATEGORY ❑ (Nail -On Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs\Wood Shingles & Shakes) ❑ (Other) �/ ROOF TYPE ❑ New Roof Lid' Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft') Sloped Roof Area (ft') _ Sc 1 . Total (ft �� ccr Master Permit No. Exposure category (per ASCE 7 -88): L Building Classifiica . on category (per ASC 7 -88 table 1): 1 Ft. V Ft. A V A Deck type: G.:T(4. 1 X in ATTACHMENT I Fastener Type: 1-I f evy SPACING tl I• 1� Field: I/.1) A . Perimeter: (; , (, Corner:( le' 123.01 -79 9/96 DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) 107a ij. F. 9g 1r of r r r V(Mortar- Adhesive Set Tile) ROOF PLAN Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Ridge Ventilation? I D 1 le) Deck type: z Underlayment: Insulation: SLOPED SYSTEM DESCRIPTION 30)h. A.sTiA POO MEAN HEIGHT ai. 12" ROOF SLOP/ DE T A I L 3 Fastener type & spacing: , 411. 3 E -- "s-v. ay.: Cap Sheet: 9 0 4-St Roof Covering: :S 'pclv7 F.0 to VA -5 1 Drip edge: h eed 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 (Pmaxl: D, x X (Aerodynamic Multiplier): Q ) - M: = M I'1.OIDPCA: to ( .50 (Pmaxl: I0'3 .a x ? (Aerod 0 4 ) - M: , S ,`3 S = M z 211j PCA: tro • SG (Pmax3:1 0:7 x a, (Aerodynamic Multiplier):3L. `i} ) • M 5.3': = M Wig g PCA: (G .5 D Page -2 MET�RO•DADE METROPOLITAN DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING Altusa Tile Alfareria del Turbio, S.A. Barquisimeto, Venezuela The expense of such testing will be incurred by the Manufacturer. PRODUCT NO. : ACCEPTANCE NO.: 94- 0914.01 EXPIRES: fEB 1 4 1 997 APPROVED: PRODUCT CONTROL NOTICE OF ACCEPTANCE FEB ? ? 1995 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 : 1 .' - S t u . t. v " t. . f i . Tiles 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. 1 : I l' The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If 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. Charles Danger, P.E., Director Building Code Compliance Department Metropolitan Dade County Applicant: Altusa Tile Alfareria del Turbio, S.A. Barquisimeto, Venezuela PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Prepared Roofing Sub - Category: Tile gyp : Nail - on/Mortar Set/Adhesive Set Sub -Type: Clay System Description 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 profile 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. Contact: Carlos J. Fernandez General Manager Altusa Tile, Almar (USA), Inc. 6645 Northwest 77th Avenue Miami, FL 33166 (305) 471 -5830 1 Rail Rodri_ucz Product Control No.: 94- 0914.01 Approval Date: Expiration Date: FEB 2 2 1955 FEB 1 4 1997 Test Product Product Dimension Specifications Description, Altusa'S' Clay Roof I = 181/4" ASTM C 1167 High profile, interlocking, one - piece, Tile w = 10" 'S' shaped, clay roof tile equipped with Y2" thick two nail holes and a single roll. For direct deck nail -on applications only. Trim Pieces TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT 1= varies w = varies varying thickness ASTM C 1167 Raul Rodri_ucz 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 II 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 111 or IV ASTM D 4586 3 Raul Rodriguez Product Control No.: 94- 0914,01 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 -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. PCA #94- 0527.05 Protect -O -Wrap, Inc. PCA #94- 0714.01 W.R. Grace Co. PCA 1192 -1 1 16.01 generic generic Product Asphalt Primer Roofing Nails Tin Caps Wood Battens Tile Nails Tile Screws Roof Tile Mortar ( "TileTiteTM ") 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. 1 "x4" horizontal min. 1" x 4" for use with vertical battens or min. 1" x 2" for use alone min. 8d x 2Y2" or min. 10d x 3" min. #8 x 2' /z" 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. /1 J i s h • 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 Clips min. Y2" width min. 0.060" thick Clip Fasteners min. 8d x 11/4" 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 111 Raul Rodrieuez 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 edee 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 III 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 f Raul Rodriguez 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) 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. sn c�th shank nails Wind Driven Rain PA 100 Physical Properties: ASTM C 1 167 Pate 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. 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. Roofing Tile: Product Control No.: 94- 0914.01 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, 15 / 3 ," plywood is an acceptable substrate. 2. For mortar set applications, the first three courses of tile shall be nailed with not Tess 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 3 / 8 " 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. 1 0 Raul Rodrisuez /9/7/ Product Control No.: 94- 0914.01 SYSTEM LIMITATIONS I . 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 C. 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 I 15 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 3 / 8 " 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 I (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 tile 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 Rodrisuez 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 completed 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. 1 Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. i2 Raul Ru(iricuez 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 Product Control No.: 94- 0914,01 Screws for tale installation over battens shall be #8 x 2' /i' long, corrosion resistant, Quik -Drive screws installed in two manufactured holes located 1 and 1 from.the head of the tile. 13 Raul Rodriguez Table 4: Attachment Resistance Expressed as a Moment - M, (ft-Ibf) from PA 101 Testing Tile Tile Profile Tile Application Attachment Resistance , Altusa 'S' Tile Mortar Set 4 24.50. Adhesive Set 66.50 DATA FOR ATTACHMENT CALCULATIONS Product Control No.: 94- 0914,01 Screws for tale installation over battens shall be #8 x 2' /i' long, corrosion resistant, Quik -Drive screws installed in two manufactured holes located 1 and 1 from.the head of the tile. 13 Raul Rodriguez 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 Product Control No.: 94- 0914,01 Screws for tale installation over battens shall be #8 x 2' /i' long, corrosion resistant, Quik -Drive screws installed in two manufactured holes located 1 and 1 from.the head of the tile. 13 Raul Rodriguez A 1:1j, PROFILE DRAWING 10" Product Control No.: 94- 0914.01 Clay flout Tiles DOVE TAIL LOGICS . ALTUSA 'S' TILE Raul Rodriguez / ME ®D TI This approval supersedes all previous approvals. Last Approval Number 94- 0106. METROPOLITAN DADE'COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING nUILDING CODE COMPLIANCE DEPARTMENT E METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1503 (305) 375-2901 FAX (305) 375 -2908 Extensions of Acceptance may be considered a ft r ann new re-evaluated. ln has been filed and the supporting data, test reports no older than ten (10) years, have 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, manufacture of te oduct or process shall automatically be cause for termination, unless prior approval is granted for 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. 5. 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 applicati in doe ,shall be pro vi d e dd ce th e pp n e b y the manufacturer or his distributors unless otherwise not be re- sealed by an engineer. 7. Failuretto comply with the Standard Conditions shall be cause for termination of the Approval. 1 Raul Rodriguez Product Control Division Supervisor Test Location Uplift Pull is, (P or F), `� Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) 1 li l? 26 FA 5 51 ` PI� SF.D 2 27 Y 52 3 28 53 4 29 54 5 30 55 6 31 56 7 32 57 8 33 58 9 l 4 � ,� 34• 59 10 35 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 1 45 70 46 71 47 72 48 73 49 74 .�.� 50 75 Du Quesne & Associates, Inc. A Consulting Engineers Testin Laborator ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 Owner's Name: W Pi R i I - f . - Permit #. 40/q4 Job Address Roofing Contractor I V ld. V i T -t C2 c 1 "6 Type of Tile: Al-TV 3 A 1 S t " ro 1A Svir. Date Installed: Z ' 4 *8 ^ 9 7 - t_ P°O' Approximate Roof Height: l4 feet Roof Pitch 4t u2- Type of Access to Roof: Scaffolds '-Ladder Other Approximate Square Footage of Roof: 440 ft 2 Required Testing Force: 35 lbs. Testing Equipment: Chatillion DFIS 100 Date Tested 'S - 5 "C1 I Pj gggT i1/4'& (Au% , '.RITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT SITE SPECIFIC INFORMATION TEST RESULTS P = PASS, F = FAIL SKETCH OF ROOF IN BACK UTR N9 120 Environmental • Civil • Structural Buildin Inspection Services Please Note: This form is not valid unless Company logo appears in color (burgundy) eet • Suite 104 • Miami, Florida 33155 • Telephone (305) 264 -1425 • Fax (305) 264 -1426 KETCH OF ROOF JOB SHEET NO 10 Zv a c Q g S� r i OF CALCULATED BY DATE CHECKED BY �IS�'LI SCALE minimmimma ■I■■ \■Mg■■■U■ "'1 ■■ ■r■■ %M■le■ ■■ ■■ JArWA■■■E■ ■r7 AROW J/I■■A■IllA■ ■■■ ■I' ■I ■■/M■ ■■ri/I r7\`NO / ■■■■ ■I t ■ ■ ■ ■■ ■IC A ■■ IU■■■■IA■blOMr■■■MO■li■■■■■ ■mo ■■■ ■■■■um■■rsma i■■rc'■om■■■■■ ■ri■iii aroma tw'ir iuu■■•■ «! :.m■■ IIIIII1iIIIIIiiHHI!!IV!iIII ■■■ ■ ■ ■ ■■ ■ ■ ■11 ■M ■rPJ11■vI ■LA %Ei■■■■ IIIIIIIIIIPIIIIAIIii4ii ■111 ■ ■■■■■■■ ■MUMM■Rb.J11`IWA AMPA■I EMM ■■■■■■■ mm— iii mical ■■ mmumgA■■■ ■■■■■■■ OMMI n■,:■■ u m■■ra■■ r ■■■■ ` ■� ■■ ■■■■■ M■■■ ■■ �M■■■■■ ■■ ■■ ■■ ■■■■■ ■r'1W IMMO■■ /E ■I iir■■■■ ■ ■ ■■■t IC JMME W /%E■ ■►U1!- ■I u!I■■ ■■ ■■■■■■■r =M %[ WWWI - E IM\`\■■ILIr■■■■ ■ ■ ■ ■ ■ ■ ■%R■11V %1 ■■ ■a M■■M. i ■ ■■■■ ■ ■ ■■■ ■ ■l■ m■mum■ium■■■rjai i■■■•■ NOTES' Owner's Name and Address Registered Architect and /or Engineer Name and address of licensed contractor Permit No. Disapproved a : tea ( Signed) .•.4 Building Insp tor / Prl MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby wade for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date..._ ........�t . .... _ E _ _ ..._.... .191_3 /RENE /ot'i' �, ... No..... Street 98 5 J C t 2Rvrf G .00Fip(,- . C�? t .... / NC , .301 _ /VW 7/ f .... 11(/?%± /.. Location and legal description of lot to be built on: Lot . Block Subdivision N � p ._...._ Street and Number where work is to be done 1 0 70 alai E / 8 -.� State work to be done and purpose o building (by floors) RE —goof ._ /?- S /-93 a- c-// vF( a7 1 -1 /3., Mg, , / - P c ieecN cErrovr s ovct e rr t is and for no other purpose. New Building Remodeling Addition Repairs No. of Stories 1 To be constructed of Kind of founds ion Estimated Total cost of improvements $ 3.P �, 00 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 to ..- The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supi)lement, and has complied with the rovisions 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 ublic notice or notices as are required by the Act. The undersigned agrees to employ only suclhsubcontrastors, or -wprk to be .. form . ,der this permit, as are licensed by Ivfiami Shores Village. Remarks (Signed) Roof Covering 0a91/11- / S! /u6et 7. oo 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 Date..` 2 i ? -7 Read, Sworn to and Subscribed before me. to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. 1�3 Notary Public, State of Florida My Commission Expires LANNING BOARD _.._......DATE Chairman Member Member Member Member ...... _.. - - - _ Member Council Approved _ Date Disapproved ...... NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re fee of 31.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.