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485 NE 96 St (3)APPLICATION FOR BUILDING PEA 'iIT 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 approv plans and specifications must be kept at building during progress of the work. Geo. Kanistras Owner's Name and Address STATE OF FLORIDA, COUNTY OF DADE. ss. gravel roofing on new addition® MIAMI SHU RES VILLAGE UILDING UNSPECTION DEPARTMENT ate Jun 10 ,a9..` 5 X No.. ....4.85 J 0E 96th Si Registered Architect and /or Engineer. Name and address of licensed contriictoe 0 b e n o u r Roofing C o o 7357 N lU m Miami C t m Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 485 N. E. 96th St State work to be done and purpose of building (by floors) I nstall t9 u P p l �/ b ar up„ asphalt and and for no other purpose. New Building Remodeling Addition X Repairs No. of Stories To be constructed of Kind of foundation Estimated Total cost of improvements $ 4 62 0 00 0 Amount of Permit tt.. 5.00 Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot ._ ... ...... ........_.._ -..._ Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to 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, Pennanen ipplement, and has complied with the provisions thereof, and will require similar compliance From all contractors or sub -contr �e•• t oyed by him in the work to be performed under this permit; and will post or cause to be pted for inspection on the site o .+o . • t ublic notice or notices as are required by the Act. The undersigned agrees to employ only su *}r s actors, o39 woe to `:• f K. r a under t$ia permit, as are licensed by Miami Shores Village. �' Remarks._ -- ---.— _ —_ ( Signed) .� '.ss/�-t - � 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 garefully.r d the foreg rng application, and that he did sign the came, and that all facts therein by him stated a e: i `( -- Permit No._ Date D ate �" Read, Sworn to and Subscribed before me. Disapproved - ` ;,,_,? _ Date_. (Signed) ! -„--- r But • -' Inspector PLANN3Na BOARD DATE Chairman Member Member ' Member Member ...... _..._._..._- ......_ Member Council Approved Date Disapprov NOTE: A charge of $1.00 will be made for malting corrections or changer to this application after approval the Planning Board. A re-inspection fee of $1.00 will be charged when such re- inspection is made necessary by Impr+apea make materials and /or workmanship. Roof covering 5 s g s o Nota lic, State of lr Porida Commission Expires to me well known, Date has been obtained from Poo insNetio n cz faulty Application is hereby mode for the approval of the detailed statement or toe plans and specifications herewith submitted for the build • inc or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address Street and Number where work is to be done New Bui!ding Remodeling To be constructed of Kind of foundation MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT June 23, 1986 Date. .._..._......_.. Dr. D. C a s s i s 4,85,., N E 96 ._._... street_... Registered Architect and /or Engineer ,,:„ ... ......... ...................... e„.... Name and address of licensed contractor W. R .Robbins & Sons 1401 N W 2 0 S t.,_ M i a m i 33142 Location ay4 legal description of lot to be bull on: ���� ��yy Lot � Block Subdivision.4M2 L i _ / 4 1 2 egoV oR State work to be done and purpose of building (by floors) _.. i2 -o-er ...� a �. .L alfaeie 48 - N- E— •% ee t Addition Repairs and for no other purpose. No of Stories Rpof Covering Estimated Total cost of improvements Amount of Permit S. - 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.. W. R. R o b b i n S &... S.Q.11.5 1. 4 0 1 ....N.W....2 St— ....M.i. ain.i....13.1.4.2 The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of Ltbur 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 employed by him in the work to bc performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this pcnnit, as are licensed by Miami Shores Village. Remarks (Signed) 11: .i. �..�..._ ., STATE OF FLORIDA, COUNTY OF DADE. i 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 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.. ar Permit No.._... ` . Date b J 1 b? Read, Sworn to and Subscribed before me. Disapproved i . . (Signed) f I . ti 4 Building Inspector My Commission Expires Notary Public, State of Florida to me well known, PLANNING BOARD DATE Chairman Member Member 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 hecn obtained from the PLrnnir,;; Board. A re in fce of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspectirm or faulty materials anti/or workmanship. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 5 ' (1 -1' Job Address 5 Nyz, _ 9 co 4° Tax Folio Legal Description Historically Designated: Yes No Owner's Address 4 1-(04& Contracting Co. AU) �� E Li& 3 Owner/Lessee / Tenant Qualifier C Z A9ey a, A- e S State # Oo 41,5 Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL / ROOFIN PAVING FENCE SIGN ecyLo-a. 441 /1A 1 WORK DESCRIPTION •` : 9 A9C, - ( 1. i5T AC J � � 7.)-ari i 3 ,), r ➢ �1 v ° ~tip 9 ;,e Square Ft. <" Estimated Cost (value) 9 4' O 4 r b b Signature of owner and/or Condo President Date l °Sr - ?J Notary as to 0 My Commissio APPROVED: Zoning Mechanical or - cc do President Date F. 11eRi.� { ✓� Ly: �+�at*fi �2✓l�,�K�� �� FEES: PERMIT 6 10.. • 6° RADON Building 4-z a Phone 159 ° 3 Address 9455 SO. 1B SS# Phone SS ° 45 11- Master Permit # Electrical 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 pliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contracto o the work stated. tractor or 0 Signature of I Builder Date Ay , '� / ..0 / / —�Z otary as : Con1 : for or Owner Builder �� m e-� Date My Commis • xpire • _ V , Y, r. d � h rt ILUE St ila s `r R tC VA W i'flr liM ' ©aafiESION N C ws. i2I C.C.F. • 3 140 NOTARY � BOND 3 1 TOTAL DUE Plumbing Engineering NOTICE OF COMMENCEMENT PERMIT NO. TAX FOLIO 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: 3. Owner(s) name and address: Name and address of fee simple titleholder. 6. Lender's name and address: by Section 713.13(1)(a)7., Fionda Statutes. Name and address: 4 " I`OU . Interest in property: C „ f\)& t LLn 1/h-51 5, f 4.es y���� howl &/M4 O!. 4. Contractor's name and address: A►26vd-totl t Ail Jd li \ 4455 50. -i St, II-up-II ft,A, 33 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 7. Persons within the State of Florida designated by Owner,aip a'HfF 0. - LORIDA, COUNTY OF DADE 3 '''� 271 1' C =Y 8. In addition to himself. Owner designates the following person(s) to receive a copy of the Lienor's Notice as pr'ovid'ed'in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Sfgnawre of Owner Print Owners Name < Sworn to and subscribed • -fore me this J/ d y of M , 19 9e. Notary Public Print Notary's Name <, (2' f- S /-g7, M Commission,Ex ir Fr'C .y' `1, Y p es:y t:rt_ pys;yT1.1,S 'C:.IMtSS;CN ?:t) .C7141.f3 . ;' . n iO X1). MAR. 120t 7 16C bJ : 9Vg 98R221886 1998 MAY 11 14.39 s otother documents maybe skrv�ed`as.�pro'ided Prepared by: Ft.l AL i ,I.0 1. Address: 4 4-4 S 4 a. PRODUCT CONTROL NOTICE OF Altusa Tile, Almar (USA), Inc. 6645 Northwest 77th Avenue Miami, FL 33166 APPROVED:02 /13/97 EXPIRES: 02/13/00 rTh T IN ktpFOLITI N DADE COUNTY, FLORIDA IA) J ' = aU1ETR0 -DADE FLAGLER BUILDING Your application for Product Approval of: Altusa Tile Nail - -On, Mortar Set or Adhesive Set One Piece "S" Tile 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. has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -16 and the standard conditions on page 17. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the S. th Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 96- 1030.03 Renews 94-0914.0 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 B ding Code Compliance Office and approved by the Building Code Committee to be use. in , de County, F . . under the conditions set forth above. ACCEPTANCE Raul Rodriguez Product Control Division Supervisor BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 INTERNET: mdcc0l @shadow.net Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Applicant: Altusa Tile Alfareria del Turbio, S.A. Barquisimeto, Venezuela PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Prepared Roofing Sub - Category: Tile Type: Nail -on /Mortar Set/Adhesive Set Sub -Type: Clay System Description Product Control No.: 96- 1030.03 e Product Control No.: 96- 1030.03 Approval Date: February 13, 1997 Expiration Date: February 13, 2000 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, anti 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 Frank Zuloaga Plans Examiner, Product'Control Division Test Product Product Dimensions Specifications Description Altusa One Piece "S" 1= 18" PA 112 High profile clay roof tile for direct Tile w = 1" deck or battened nail -on, mortar or %2" thick adhesive set applications. Head -lap min. 2%2" Exposure max. 15V2" Trim Pieces TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT I = varies w = varies PA 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Frank Zuloaga Plans Examiner, Product Control Division Product Control No.: 96- 1030.03 tor Product #30 Felt #43 Coated Base Sheet Mineral Surface Cap Sheet Rainproof Il 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 "x75'roll or 60" x 75' roll 36" x 75' roll N/A N/A Test Specifications ASTM D 226 type 11 ASTM D 2626 Saturated and coated organic base sheet for single or double ply underlayment. ASTM D 249 PA 104 Single ply, nail -on underlayment. PA 104 ASTM D 312 type III or IV ASTM D 4586 Prod uct Description Saturated organic felt to be used as a nailed anchor sheet. Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. Single ply, nail -on underlayment with 2" self - adhering top edge. PA 103 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. Product Control No.: 96- 1030.03 • fr Frank Zuloaga Plans Examiner, Product Control Division 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 min. 12 ga. with '/," head PA 114 Appendix E i Annular ring shank, hot dipped, electro or mechanically galv. roofing nails for use in underlayment attachment. min. 32 ga. PA 114 Corrosion resistant min. 1'4" o.d. Appendix E circular disc for use in max. 2" o.d. underlayment attachment 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. 1" x 2" for use alone Hurricane Clip & Clips PA 114 Corrosion resistant Fasteners min. V2" width Appendix E bronze, aluminum, min. 0.062" 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 eave tiles. Frank Zuloaga Plans Examiner, Product Control Division Product Control No.: 96- 1030.03 generic generic generic generic Roof Tile Mortar N/A PA 123 Prepared mortar mix Bermuda Roof ( "TileTiteT" ") designed for mortar Company, Inc. set roof tile with current PCA applications. Test Product Product Dimensions Specifications Description Roof Tile Mortar N/A PA 123 Prepared mortar mix ( "Quikrete® Roof designed for mortar Tile Mortar #1140") set roof tile applications. Roof Tile Adhesive ( "Polypro® AH 160 ") Valley Flashing Drip Edge N/A min. 26 ga. min. 16" width - min. 26 ga. min. 2" face flange min. 2" deck flange See PCA Two component polyurethane adhesive designed for adhesive set roof tile applications. ASTM A 525 Galvanized steel valley flashing PA 111 Galvanized steel drip edge Frank Zuloaga Plans Examiner, Product Control Division Product Control No.: 96- 1030.03 Manufacturer Quikrete Construction Products with current PCA Polyfoam Products, Inc. with current PCA generic generic Test Agency Testwell Craig Laboratories & Consultants, Inc. Redland Technologies Red land Technologies Red land Technologies Redland Technologies 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. Test Identifier Lab. #AAP -2 7161 -03 Appendix Ill 7161 -03 Appendix 1I 7161 -03 Appendix III 94 -83 94 -084 25- 7200 -1 Project No. 307025 TestWMDC -78 TEST REPORTS Test Name/Report ASTM 1 167 Static Uplift Testing PA 102 Wind Tunnel Testing PA 108 (Nail -On) Letter Dated Aug. 1, 1994 Wind Tunnel Testing PA 108 (Nail -On) P0631 -01 Wind Tunnel Testing PA 108 (Mortar Set) PO402 Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing PA 102(A) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 102 (Quick -Drive Screws, Battens) Wind Driven Rain PA 100 Frank Zuloaga Plans Examiner, Product Control Division Product Control No.: 96- 1030.03 i Date Oct. 1994 Dec. 1991 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Dec. 1991 April 1994 May 1994 Feb. 1995 Oct. 1994 Deck Type: Wood, Non - insulated SYSTEMS Deck Description: New Construction 19 / 32 " or greater plywood or wood plank. SYSTEM A: Counter -Batten Application Slope Range: Product Control No.: 96 1030.03 i 2 ":12" to 7":12" Note: Counter - Battens, as noted below, are required for slope range 2 ":12" to Tess than 4 ":12" and are optional for slopes of 4 ":12" to 7 ":12 ". For slopes exceeding 7 ":12 ", refer to System C. Underlayment: Install underlayment system in compliance with Dade County Application Standard PA 118. Vertical Battens: 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. Roofing Tile: Install tile in compliance with Dade County Application Standard PA 118. (See "Data for Attachment Calculations" included in this Approval.) Comments: 1. For re -roof applications, ' plywood is an acceptable substrate. Frank Zuloaga Plans Examiner, Product Control Division SYSTEMS (CONTINUED) Deck Type: -Wood, Non - insulated Deck Description: New construction 19 / 32 " or greater plywood or wood plank. SYSTEM B: Direct Deck Application Underlayment: Roofing Tile: Comments: 111 1.1 .•■ Fran Zuloaga Plans Examiner, Product Control Division Product Control No.: 96- 1030.03 a Slope Range: 4 ":12" to 7 ":12" Note: System B is only acceptable in this slope range. For slopes Tess than 4 ":12 ", refer to System A. For slopes in excess of 7 " :12 ", refer to System C. 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, 15 41" plywood is an acceptable substrate. SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction 19 /32 " or greater plywood or wood plank. SYSTEM C: Horizontal Batten Application Product Control No.: 96- 1030.03 Slope Range: 4 ":12" or greater Note: Horizontal battens, as noted below, are required for slopes in excess of 7 ":12" and are optional for slopes of 4 ":12" to 7 ":12 ". For slopes less than 4 ":12 ", refer to System A. Underlayment: Install underlayment system in compliance with Dade County Application Standard PA 119. Horizontal Battens: Install horizontal battens in compliance with Dade County Application Standard PA 119. Roofing Tile: Comments: 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, 15 / 3 ," plywood is an acceptable substrate. Frank Zuloaga Plans Examiner, Product Control Division SYSTEMS (CONTINUED) Deck Type: -Wood, Non - insulated Deck Description: New construction ' or greater plywood or wood plank. SYSTEM D: Mortar or Adhesive Set Application Product Control No.: 96 1030.03 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. Underlayment: Roofing Tile: Comments: 4 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.) I. For re -roof applications, 's / plywood is an acceptable substrate. Frank Zuloaga Plans Examiner, Produci Control Division 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 58.20 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 less 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.: 96- 1030.03 ' 1. Quik -Drive screws installed in two manufactured holes located 1 and 1 / from the head of the tile. Frank Zuloaga Plans Examiner, Product Control Division 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 24.50 • Adhesive Set 66.50 DATA FOR ATTACHMENT CALCULATIONS Product Control No.: 96- 1030.03 ' 1. Quik -Drive screws installed in two manufactured holes located 1 and 1 / from the head of the tile. Frank Zuloaga Plans Examiner, Product Control Division Table 1: Aerodynamic Multipliers - X (ft') Tile X (ft3) X (ft Profile Batten Application Direct Deck Application Altusa 'S' Tile 0.29 0.31 DATA FOR ATTACHMENT CALCULATIONS Product Control No.: 96- 1030.03 ' 1. Quik -Drive screws installed in two manufactured holes located 1 and 1 / from the head of the tile. Frank Zuloaga Plans Examiner, Product Control Division PROFILE DRAWING ALTUSA "S" CLAY ROOF TILE • Product Control No.: 96- 1030.03 a r e 4 e001 1 ``" ap1111 I „ , pI IIIIIIIillly ,, J �O b�ih 33 � %nu 1 J 10” DOVE TAIL LOCKS 13 Fran uloaga Plans Examiner, Product Control Division PROFILE DRAWING ALTUSA "S" CLAY ROOF TILE ACCESSORIES Product Control No.: 96- 1030.03 i 14 Ld Fran uloaga Plans Examiner, Product Control Division PROFILE DRAWING APPROVED SCREW ******** 0.07- r 0.34 0.15^ L - ef I4o.or 0.1r -e 0.12' 27 DEG. 2.45 r 1.75 0.131 0.175 1 Frank Zuloaga Plans Examiner, Product Control Division Product Control No.: 96- 1030.03 SYSTEM LIMITATIONS 16 Product Control No.: 96 -10301 fr 1. The standard minimum roof pitch for Altusa "S" high 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. Altusa "S" 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, incompliance 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 Sectionll of the Uniform Building Permit, a copy of Pioneer'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'. Fran Zuloaga Plans Examiner, Product Control Division Altusa Tile, Almar (USA), Inc. 6645 Northwest 77th Avenue. Miami Fl 33166 Product Control No.: 96- 1030.03 i ACCEPTANCE NO.: 96- 1030.03 APPROVED : February 13, 1997 EXPIRES : February 13, 2000 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1 through 17. END OF THIS ACCEPTANCE 17 Franz Gu oaga Plans Examiner, Product Control Division PRODUCT CONTROL NOTICE OF County Code governing the use of ACCI';Jf. GS I�ooiin !'roducts Company, inc. )3 25 •\iac: \uthur i3ou!cvard. Suite 900 Irving, Texas 7303S Your application for Product Approval of GS RooJin, Prtrducrt .11rodi /ied Bitumen Roof s Over 1f odr/ Deck under r Chapter S Ot :he \lrtro olitan Dade � . \i i P :er ::.ne Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Factory :1futual Research Corporation and Underwriters Inc. - has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific conditions set forth on pages 2 through 31 and the standard conditions set forth on page 32. The approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time for a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the righi to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by th- manufactp t•. Acceptance No.: 97- 0520.01 Revises No. 95- 0502.04 Ammo rr': 0r,"( 0:')- Expires: 06/19/00 ta t ^ rr,Y, BUILDING CODE COMMITTEE DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE. COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET SUITE. 1603 MIAMI. FLORIDA 33 130 -1 563 (305) 375 -2901 FAX (305) 375 -2906 :'i3OUijCT CONTROL DIVISION ( 3/5 -2902 FAX (305) 3/2.-5339 fNr C !': ,./ Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS This application for Product Approval has been reviewed by the [Metropolitan Dade County Building Code Compliance Dena atten: 2 nd approved by the Buildimt Code Committee to be used i:r Dad County Florida under the conditions se: for : ?i // / Dire :err Pwildira.z Code Con:pfiance Dept. : \Ie rn')'litan i)adc Cour,i\ fiamep%: ^,C: h' ip:; /wvw:.h: iidin na Cen�j= •gniint•, Er Annlic::nt: CS Roofing Products Company, Inc. (i111i) 5525 ,\1acArthur E1Rd. Suite ')U0 In•ino I \ 750;S Cate2orv: Membrane Rootin■ System Sub- Cateonr : Built-up Roolinz Tyne: .Modified Bitumen Sub -Tvnc: S BS /APP ROOT IN( SYSTEM A i'i uo 'm. Contact: Pat Neuhaus Commercial District Manager 2900 Bird St. Charleston Heights. SC 29405 (803) 744 -7451 Product Control No.: 97- 0520.01 s Product Control No.: 97- 05 Approval Date: .lone 19. 1997 Expiration Uate: June 19. 2000 System Description GS Roofing Products Company, Inc. manufactures and markets nationally a complete line of residential and commercial BUR and modified bitumen products. GS Roofing Products Company, Inc. markets these products through local distribution in the South Florida jurisdiction. GS Roofing products and systems are the result of years of manufacturing experience and product development and have been proven by years of experience in the construction field. GS offers a variety of approved insulated and non - insulated roofing systems. For detailed system constructions, refer to the following publications: "Commercial Roof System Specification Manual ". GS products and systems have been tested in compliance with all provisions of the South Florida Building Code as well as Underwriters Laboratories, Inc., and Factory Mutual Research Corporation for fire and wind uplift resistance. GS provides technical service and warranty information through regional offices. For the South Florida Metro -Dade area, call 1 -S00- 777 -2563. 2 F ra n:: / -.u lna a- ('laps Eaantrn•_:.Trcdij t Cwurol Div. Insulation Types Fibrous glass Per lite Fiberboard Rock■■ ool Polyisocyanurate Polyisocyanurate Composite Board xim m Desi Pressures Alaterial Dcsion Pressure Wood -45.0 psf Maximum Fire Classification Ma feria! Classification Wood Class A Product Control No.: - 97-0520.01 Ir • Note: Fire classifications and maximum design pressures do not reference all assemblies over deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory or other approved testing agency listing directory for Fire Classifications. ict Control Div. ■ Product All \feather /Empire 13ase Sheet Ficx- I- GIasT" F3ase Sheet Flex- l- GlasT" FR Base 39'/ x 50'; Roll UL Type G2 Modified Bitumen, coated fiberglass base Sheet weight: 90 lbs. ASTM D 4601, sheet. (L5 squares) type II Flintglas® Ply Sheet Type IV or VI Flintlastic STA Flintlastic GTS Flintlastic FR/FR -P tlas:i FR -PG TRADE NAMES OF PRODUCE'S M:\NUFACI :U Ott LABELED DV ArrLIC.. VF Dim elisions 36" x 72'; Roll wei ,, ht: S6 lbs. (2 squares) 36" x 10S'; Roll weight: 90 lbs. (3 squares) 36" x 180'; Roll weight: 40/55 lbs. (5 squares) 39'/ x 33'; Roll weight: 90 lbs. (1 square) Flintlastic GTA, GTA -FR 39 '/ 8 " x 33'3"; Roll ASTM D 5147 or Flintlastic Diamond weight: 105 lbs. GTA (1 square) Flintlastic GMS /GMS 39'/ x 34' 2 "; Roll ASTM D 5147 Premium weight: 100/105 lbs. (1 square) 39 x 34' 2 "; Roll ASTM D 5147 wei,hr 105 lbs. (I square) Product Control No.: 97 Test Product Specification Descrip_tion ASTii l 1) 2626 Asphalt coated. or anic base shut. UL Type 15 UL Type G2 .Nloditied Bitumen. coated tiher, lass base ASTM 1)4601, sheet. type 11 ASTM D 2178 Fiberglass, asphalt impregnated ply sheet. Type IV or VI UL Type GI ASTM D 5147 Smooth surfaced, APP Modified Bitumen membrane with non -woven polyester mat reinforcement for torch application. Granule surfaced, APP Modified Bitumen membrane with non -woven polyester mat reinforcement for toch application. 39 x 24'9 "; Roll ASTM D 5147 Granule surfaced, SBS Modified Bitumen weight: 92 lbs. membrane with non -woven polyester mat (Y. square) reinforcement for torch application. Granule surfaced SBS Modified Bitumen membrane with non -woven polyester mat reinforcement for mop application. Fire resistant, oranu;e strlaced SBS Modified Bitumen Membrane with non -coven polyester mat reinforcement for mop application. 39 '.'" x 34' 2 "; Roll ASTM D 5147 Fire resistant, oranule surfaced SBS • tcci,h : 105 ibs. Modified 13itunicn \lemhrane i ' u��in a dual (1 square) carrier reinforcement for neon application. Frank 7uloa,a -Plans Examiner, Product Control 1)ic. Test Product Product Dimensions Specification Description Flitrtla stic FR Cap 39 ' /, x 3 -1' 2 "; Roll ASTM M U 51-17 Fire resistant, granule surfaced SOS weight: 90 lbs. Modified Bitumen membrane with (I square) fiberglass mat reinforcement for mop applications. GILsdaser" base Sheet 36" x I OS'; Roll ASTM 1)4601 :Asphalt coated, fiberglass base sheet. weight: 69 lbs. UL Type G2 (3 squares) Base Sitcct 39 V," x 6 -1 ' : Roll :1STLt1 D i 1 MO: filled linur,ten co atco polyester base weight 90 Ibs. sheet. (2 squares) Yosemite0 Mineral 36" x 36'; Roll ASTM D 249 Mineral Surfaced organic cap and buffer Surfaced Cap Sheet weight: 90 lbs. UL Type 30 sheet. (I square) Stormshield • 36" x 75'; Roll weight 75 Ibs. (2.25 squares) Product Control No.: 97- 0520.01 PA 103 Slag surfaced SBS Modified Bitumen sheet ASTM D 1979 with fiberglass reinforcement for peel and stick application. Frank /..0.oaga- ('L 1 v ^• 1 to, Lief Control 1)iv ACI'o :rr 11 various P:\ 110 Polyisocyanurate loam insulation E'NIZG'Y or 1'S1-25 various PA 110 1'oIvisoC foam insulation ISOfioc various PA 110 Polvisocvanuralc loam and rock wool conrpiisite insulation E'NRG'Y -2 Plus various PA 110 • Polvisocvanurate foam / wood fiberboard composite insulation ,Multi-Max Polyisocyanurate foarn insulation. Hy-Therm AP Polyisocyanurate foam insulation Ultra Gard Gold Polyisocyanurate foam insulation Pyrox Polyisocyanurate foam insulation ISO 95+ Polyisocyanurate foam insulation High Density Wood fiber insulation Fiberboard High Density Wood Fiberboard Fiberglas Paroc Cap Board Per Insulation Dens Deck f)ektast Fastencrs -1?0 1 -- ();:ktasi ficx i'I :tic 1);: {.fast Lock Prai: Olympic Fastener Olympic Polypropylene Test Product Product Dimensions Specification Description various various various various various various various various various various va va rious various 325" round TRADE: NAmE 01: PRODUCTS t\'hNtjFACruft :tt Itv OIIIERS PA 110 PA 110 PA 110 PA 110 PA 110 PA 100 PA 110 PA 110 PA 110 PA 110 PA 110 PA 114(E) i'r\ 117 PA 114(E) PA I17 PA 114(f:) PA 117 PA 11-1(11 PA 117 PA 114(E) PA 117 s Wood fiber insulation board Fiber glas's roof insulation Rockwool insulation Perlite insulation board Gypsum core / fiberglass faced coverboard Insulation fastener for steel nd concrete dicks Galval'm: h :x sire„ plate. Polypropylene locking plate. Insulatior.:ast :ner • • Product Control No.: 97- 0520.01 ;"l :miff :rcturcr Atlas finer v Products (with current PCA) NRG Barriers, Inc. (■Vint current PCA) NRG Barriers. Inc. (with current PCA) NRG Barriers, Inc. (with current PCA) RMAX (with current PCA) Celotex Corp. (with current PCA) Johns Manville (with current PCA) Apache (with current PCA) Firestone (with current PCA) Ceiotex Corp. (with current PCA) generic Johns :Manville (with current PCA) Partek, Inc. (with current PCA) generic Georgia Pacific with current PCA) Construction Fasteners (with current PCA) Construction Fasteners (with current PCA) Construction Fasteners (with current PCA) Olympic (with current PCA) Polvp�rr�,;l.' i 7lvntpic plastic ppt - -- (with cu,-cm PCA) Control Div. Product Olympic Standard Si Fastening Systems Insulfixx or HD lnsulfixx Fasteners Roofing Nails Tin Caps Red Rosin Asphalt Emulsion Gardner Cold Process Roof Cement Asphalt Asphalt Primer Chopped fibergiass emulsion Fiberglas Flashing Cement Modified Cold Process Cement 169 Prorade Fibered Aluminum m Modified Plastic Roof Cement Non Fiberec: Aluminum Coatirw Static Asphalt Fi:Icred Emulsion al MB aluminum roof coating Karnak 97, 97 f: or Dim elisions 3" round various various Minimum 12 Min. 32 ga. x I V," various Test Specification PA 11-1(E) PA 117 PA 114(E) PA 117 l'A 11 PA 117 l'A 114 PA 121 1, 5, 55 gallons ASTM D 3019 Type III ASTM D312 ASTM D41 ASTM D 1227 PA 110 ASTM D 4586 or ASTM D 2822 ASTM D 3019 Type III ASTM D4586 Type I .ASTM D 2S24 Asphalt Primer Adhesive Flashing Cement Roof'Coatin2 ASTM D 1227 RoolCoatinl!, Type or IV hot asphalt bitumen adhesive Fiber glass roof insulation generic A trowel-grade, cutback generic bitumen cement mixture including inorganic fibers and mineral stabilizers. 3" round ,, ,ilvalunie A/.55 steel plate Insulation fdsteriiml assembly with plastic and steel stress plate. Insulation Castening assembly with plastic and steel stress plate. Corrosion resistant annular ring shank nails Corrosion resistant circular generic discs. Rosin paper for barrier layer generic on wood decks Asphalt emulsion Gardner (with current PCA) Fibered asphaltic general Gardner purpose lap and ply cement. (with current PCA) PA 121 generic Roof Coating gener:c PA 121 Aluminum root Roof co:I:M.4 Karnak (with current PCA) PA 121 Fibrated aluminum root . lonsev Products Co. . • • utrenE PC.-\) Product Description Product Control No.: 97-0520.01 Matto facturer Olympic (with current PCA) SFS Stadler Inc. (with current PCA) SFS Stadler Inc. (with current PCA) oeneric generic generic generic oeneric Grundy Industries Ovith current PC Pro(L2ci Comm! Div. Product 2100 - Modified All Weather Flashing Cement : \luni.!- i3rite No. 130 :APO(: 2;3 Sunbri ht 400 MBA ASTtti1 3019 Asphalt based cold applied APOC, Subsidiary of Type 111 adhesive. Gardner (with current PCA) Test Product 1)imcnsions Specification Description Product Control No.: 97 -0520.01 v iNlanufacturcr 1, 5, 55 A STNI D 3019 Rubberi<ed all-weather Tropical Asphalt gallons, or 10.5 (Type 111) and 1) flashing cement. trowel grade, Products Corporation ounce tuhcs. 3409 modified adhesive. (with current PC1 \) PA 121 Fibrated ahuninurn roof. Tropical Asphalt coatirt,. I',ociucts Corp. (with current !'CA) PA 12I Aluminum roof coating. : \POC. Subsidiary of Garda" i;it current !'CA) PA 121 Roof-coating r\ POC, Subsidiary of Gardner (with current PCA) ?i� Guloa,:: -Plans E.\an z- Yro-duct Control Div. Test Aitencv/Iden tifij Applied Research Laboratories 111 e Physical Properties 1 Factory Nlutual Research' Current Insulation FMI( 1994 Corporation Fastenimy, Requirements Factory Mu(ual Research PA 114 Y SA 1.A M Corporation il:N1RC 4470) Underwriters Laboratories. Fire Classification R11656 Inc. Compliance United States Testing ASTM D 5147 97457-4 Company, Inc. United States Testing ASTM D 5147 97-457-2R Company Report 28013 Product Control No.: 97-0520.01 .4r Da te 06/02/S 7 01/01/95 03/'3/96 07/13/87 06/03/SS 12/02/87 ) 9 Zulom.;:i-Plans li 6ncr Product Cont: Div. ,rnbranc l cpc: Deck Tvpc 1: Dec Description: �.titrr ;t lvpc 1- :: All Gen era l :1 oil Svstc ti I.in,i :a:ions :rplrl '. SUS \1O!)IFI!.I) ru ^rcate; plvL•:oot! ur wood plant: dcc ;': !; ::sc S tcc :: l)ne ply o: iS (il:c; !:a >c GS Fles -I GI:,s ii ::sc,_Flex -I G1::'; FR iia:e or GS i'ol. �'•1S b::,c r1..;a0!cd below. stcnin_' Has:: si :;c[ sitall be I ancd ; :nd fastened with approved rooftn; trails ;md tint in the 12p and two rows sta gored in the eeruer of the sheet 12" o.c. Ply Sheet: (Optional) One pl. of GS Glas Base, GS Flex- l -Glas Base, Flex- I -Glas FR Base, GS PolyStMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flint,las Premium Ply Sheet (Type V1) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of20 -40 lbs. /sq._ Membrane: Surfacing: iviaximwa Desi,n Pressure: -45 psi One ply of Flintlastic GMS, Flintlastic Premium GR1S, Flintlastic FR -P, Flintlastic Premium FR -P, Flintlastic FR -PG or Flintlastic FR Cap adhered to base or ply sheet with approved moppicg asphalt applied within the EVT range and at a rate of 20 to 40 Ibsisq. or Flintlastic GTS torch adhered to base or ply sheet (Optional) Install one of the following: 1. 400 lb./sq. gravel or 300 Ibisq_ slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq.. 3. Karnak 97 or A POC 212 Fibrated Aluminum at an application rate of I % galhq.. Mtaxirnum Fire Classification: Class sec General Limitation 2. Maximum Slope: 1:12; sec General Limitation '3. Specification No.: GMS 2 -3. FRP 2 -3. GTS 2 -3, FRBC 2 -3 27 - -_ _ --- _ ,.: r�� -i• �~ . ° __ _ = i_ 7 Product Control No.: 97- 0520.01 Frank !nlua• ;:•- flan•: 1 :.'.a:nurcr, ,rnhr:tnc 1 y1)c: 1)■•(:;■ - 1 - ) 1 c 1: l)e•.criptUUn: ,tcnt Type : asten: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: -45 psf All General and Sy'stcm l.inli :a :ions S!3S : \iO1)IF11 :1) l ood. Non- i<u!.ucd .lie: 1)Ic c.'ruxl or wood 1)lank desk•. . ! , : • - ( (;S t;l :l; i3:::;c. GS Flex -I G!as i3ase =le.' -I (1;r: I'ii i::l. o: GS !'o!\' S,.1S base .,•...: : fastened .., dctatled below.' ii::sc si:. shall !)c I ,)1) d . and f: stcncd With rippiovcci root, •.. :is ..ad ti,. caps in the Ian and two rows staggered in the center of the sheet 12" o.c. (Optional) Onc ply of GS Glas Base, GS Flex- 1 -Glas Base, Flex- I -G!as FR Base, GS PolySA1S or one or more plies of Flintglas Ply Sheet (Type IV) or Flint,las Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq.. One ply of Flintlastic GMS, Flintlastic Premium GMS, Flintlastic FR -P, Flintlastic Premium FR -P, Flintlastic FR -PG or Flintlastic FR Cap adhered to base or ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbs. /sq. or Flintlastic GTS torch adhered to base or ply sheet (Optional) Install one of the following: 1. 400 lb. /sq. ;ravel or 300 Ibisq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq.. 2. Karnak 97 or APOC 212 Fibrated Aluminum at an application rate of 1 '/- Maximum Fire Classification: Class 'A': see General Limitation #2- Maximum Slope: 1:12: see General Limitation =3. Specification No.: GMS 2 -:. FRP 2 -3, GTS ' 2-3, FRBC 2 -3 )7 1'rodcct Control `'o. 97- 0520.01 kVoo(l 1)cck System Limitations: A red rosin sheet shall be installed on all wood plank decks :o eliminate asphalt seepage and bonding of base sheet to wood plank deck. Red rosin sheet may also be installed on plywood decks as an option. 2 Pre-assembled 'Cap Nail' shall not be used for base sheet attachment. 3 tlien All Weather Empire base sheet is installed as he base sheet, a ply sheet ol.ASTIvl D 4601 type 11 (type G2) must be applied in approved moppiniz asphalt applied within tile FVT rane and at a rate of 20-10 lbs./sq prior to installation of Product Control No.: 97-0520.01 29 '177-mo-.777-aTioaza-1)1ans uct Control Div. / ) All asphalt shall comply with ASTM D 312, type 111 or I \' requirements and approved by applicant. Fire ratings are determined by a combination of slope. deck type arid assembly. Refer to the current Underwriters Laboratories Roofing Materials Director' or other fire testing, data listed in the testing file. Fire ratings shall be in strict compliance with Sections 3 -01.5 and 3 of the South Florida Building Code. Maximum slope range varies for each system. Consul; the current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. An overlay and/or recovery board is required on all applications over closed cell foam insulations when the base sheet is fully mopped in hot asphalt. All work shall be performed by a contractor licensed to do rooting work in Metro -Dade Count'. Contractor shall be familiar with the details and specifications published by the manufacturer and the requirements of the South Florida Building Code, 6 The submission of system specifications and details shall accompany the Section 11 Building Code Permit. This information is available in the publications listed in the `System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. 7 Perimeter and corner areas shall comply with the elevated design pressures of these roof areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Anchor or base sheet fastening patterns and/or insulation attachment densities shall be increased in compliance with the provisions set forth in Metro -Dade County Roofing Application Standard PA 117 to meet these elevated design pressures - S All attachment and sizing of perimeter nailers, metal profile and/or flashing termination designs shall conform to Metro -Dade County Roofing Application Standard PA III and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 Flashings shall be installed according to the manufacturer's standard details and may be applied in cold application adhesive, approved'asp ;,,;t ci may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section I1 Permit Application. All details shall comply with the provisions of the South Florida Building Code. 10 Fastener spacing for anchor or base sheet attachment is based on a Minimum Characteristic Resistance Force (F') as determined through field testing in cornplianee with Metro-Dade County Protocol PA 105 or PA 105(A). If F', as tested, is less than that listed in the System Limitations, a professional engineer may submit revised fastener spacings utilizing F', taken from a Metro -Dade County Protocol PA 105 or PA 105(A) test report, and the provisions set forth in Metro -Dade County Roofing Application Standard PA 117. I I Fastener density for insulation attachment is based on a Minimum Characteristic Resistance Force (F') as determined through field testing in compliance with Metro -Dade County Protocol PA 105. If F', as tested, is less than 275 Ibf., insulation attachment shall no be acceptable. 12 Asphalt moppings shall be applied with approved asphalt and shall he in compliance with the equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickers shall indicate an EVT, finished blowing temperature (Fi3T) and flash point. Asphalt types and temperature ran`'es shall be in compliance with Su ` :coign :- :03.- (-,)(3) of the South Florida i3uildirr; Code. 13 Insulation may be applied in multiple lavers. The firs: layer shall he attached in compliance with the Product Control Approval guidelines. All other layers sh ll he ad•nered in a hrif mopping of approved asphalt applied within the EVT range and at a rate of 20--10 lbs..!sq.. or mechanically attached using the fastening pattern of the top laver. Refer to m• ntitc:;tt'rer's literature and /or the NRC.\ Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive, which shall with th , comply �� pfOy;:;101:.. of 4;.-C7t?_C - ` ;'.i?,'S;'� :i, t'_. - Standard PA I 17. = rp•w t'On StanL... C I ) r GENERAL LIMITATIONS 31) Product Control No.: 97- 0520.01 s Control Div. (..c)1111()1 ■77—(15-1 \II 11,111:-1, .1.•(• .11 ..1 C." '■ r:10: III'. .1:11..:, •••.: 1,..1: • 1: .. .1..1 IN /11■1111.: 1• / I ).!11 t•• ;1:1' 1/1 0111;q: • ! '0:11; • . ■ 1 : :\ IC„oit 1'tu,lltcts Ini. ` :•lith Iticd `,nn 900 toss... . ;,I ;.S Product Control No.: 97- II52II.0t (•( .l.I' IA I.: \(1: '),' (1.;20.01 I'I'I ■O \'1.11. lun,' I') I')V; I. \ 1'11:1•:\ 1,,,,, Iv. .:111111 \'O 1 f(I OL 11 \1)111(1V. I(1 \•. un: .,. ..:,, :i ri ,•• ,•_ I: . : , „r ,..,. „ .t.:: I,Ir,:..t.� + t1•. There ha. been a change ,❑ Mc South Florida Building Code affecting the ce•;ilua:ion ' the product is not in compliance with the code changes this product and :)) The product is no longer the same product (identical) as the one originally app c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be. cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office- 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales. advertising or any other purposes. 'T 6 Tne Notice of Acceptance number preceded by the words Metro -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. [fatly portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be-resealed by the engineer. s Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 32. END OF THIS ACCE 3? .0ag t7m' �` Conte 1 . o Di•: �0 14 ^�=== -~, .` DECKS |'//'`' .�o/��/�� �"— �'/ �x /V»' ' 0v»`'~ EEp� / ' )y � F0/; US . E .� oECKs'.S�/// � , �2'^`o . -m'^ // M� �un''- ow^' |/V/w" � ` "' |n!)»"~ � �o��'^ [|m�» ' 2'/"' ��» pG� � � � �r ' G`|n�E / � ' �' /'m`� /(�/ o — �* ^� ( / �/(' .� ^` .,^�� ^�'�/~�~ /(�/or' : _ �*^� ( /�/(' .� ^` i"C/ 1 GEmERAL 1.01 DESCRIPTION x. Related work specified elsewhere. Ac.c,sxw^'r.u/m|v/.m/b9vxpz:,x;a/k. 1.02 PRODUCT HANDLING, STORAGE AND DEUVERY - A. Products. ��a:enx|ss�ai|bcGS brands cid/,exx/mo,iga la! pocxogesu.cnnD ma:w,:/u/`r'o B. Storage o,Materials. ;.;:vo x acc,`xo; les off ;`e , ;cc oonoletek zux crz|,r 1.03 WARRANTY ^, A. Roof Membrane Warranty. GS wiii issue tne applicable Roof fvle Warranty upon receipt of � ��� ranty fee. when all published conditions are met. To be eligible requires installation by a GS Authorized Roofing Contractor or a member of the GS Golden Star Applicator Program. Prior to commencing work. the Roofing Coniractor shall submit application form to GS for approval. Roofing Contractor shall notify GS three working days prior to comrnencing viork to arrange for required inspections. PART z' PRODUCTS 2.01 ROOFING SYSTEM A. Modified Bi Roof S Nailable Decks. On indicated on drawings to receive modified bitumen, apply FRP-2-3 Roof System, with the appropriate GS Approved Base Flashing and Metal Counterflashing or Wall Covering, as s i8 d in the current GS Specification Manual. Roof shall be installed by a Roofing Contractor authorized by GS to install the specified Roof Membrane Warranty System. B. Insulation. (See 07240 or pages 23 24 of this catalog.) C. Summary of Materials per 100 Square Feet GLASBASE Base e Sheet (1 ply) 23 lb: Type III Asphalt Solid Mopping 25|b: FLINTLASTIC FR-P (PREMIUM FR-P = 105 lbs.; FR-PG = 100 lbs.) 105 lb: "Alternate app'oved GS Base Sheets include: Flex-i-glas, Flexiglas FR, and All Weather/Empire Base Sheet. GS approved SBS cold APPROXIMATE TOTAL WEIGHT 153 lb: process adhesives be used in lieu of asphalt. Contact GS for details. D. Asphalt. Apply asphalt at a temperature between 400°F and 450°F. ES. Cants. Iri angles of roof deck and vertical surfaces, the Roofing Contractor shall furnish and install a solid wood, wood fibe or insulation tyPeCaot Strip with a minimum 3" face. PART 3 - EXECUTION 3.01 INSPECTION OF SURFACES A. Roof Deck. Roof deck shall be smooth, dry, clean and securely nanailed. Cover Iarge cracks with metal. Properly grade surfaces to outlets. Roof accessones shalt be available before Roofing Contractor begins work` 8. Outlets. Drainage outlets shall he installed below roof deck surface to permit free flow of water and 10 prevent forming water dams at rims 3.02 PREPARATION A. Sheet Metal Work. All metal fleshings shall be factory primed or lightly primed with asphalt primer and allowed to dry before roofing mate- rials oeuppKed. B. Cants. Nail cants on top and bottom 16" o.c. Cants shall fit flush at ends and to vertical surfaces. Where scuppers occur, apply cant 2" back from flance and bevel cant 8 from ends. 3.03 APPLICATION A. Outlets. Se: base sheet at drains in flashing compound 9" wide around ring and flange. Follow with an approximate 40" x 40° collar of FL|wTLAST|C xar'edinhotaxuha|/.es/endioaio|od/aih.8S/eoommeodo/Uevxeofominimm30'u ue4|U|eador16oz.uoit ccpper zet fl. c.omoound over the flashing collar and requires its use on all Roof Membrane Warranty Systems. Solid mop base ply. 8zn: �.,dp^mud lead or copper flashing with asphalt. and while hot. embed FLINTLASTIC FR-P membrane. Install clamp rind •rb;*ebriot G Valleys. A fFL!mTLASTiCFR-Psolid plopped / the base pl ceuare0ia the valley, kmoing8'on ends. Fie/dmemtc�� cairses shall e-lap ;he valle.. sae:t 2 minimum of 6". Valleys shall have positive drainnoe. C. Pipe Flashing. proje, extend through the ro6f surface, install a collar of FUNTLASTIC FR-P over the base ply to extend a minimum of 4' • inc_. flashing with a minimum 4" wide continuous flange on top of the FLINTLASTIC FR-P .“:;:,:ble ac. 3/4" from perimeter.) Fi:- membrane shall be applied in hot asphalt over the FLINT- AS I IC ;.:nge. After the membrane is applied, for;n a cant of flashing compound around the base. (No; suitable for 1101 1 D. Roofing Mernbrane..:,;);P,. 0;le piy of GLASBASE Base Sheet lapping 2" on sides and 4" on ends. Attach base ply 9" 0.c. at side laps anc 18" o strigi fro!tt 0:!C11 thiC;0 with Approved Fastetiers. Install base ply to provide and maiiitain a 6" minimum offset FR-P. lapping -:-1/4' oil sides and 6' 00 ends. All end laps s!tall be diagonally stagc3ered and hat less than 3' apart. Roofing System shrill be E. Base Flashing and Curbs. Over completecf incInbrane al vertical surfac.es. install Base flashing consistind of one ply of FLINTLAS: FR I se; irs. ;.)7 con, or ina.lotirs. surfaces. Base flashing shall ex;end tern of 8" tip vet:it:al surfaces and 4" 0'1! or: f!eld trie;ribiar.,:. Wood s;i fades sf tall ; one ply of base sheet exien:_ling from top of cant stro to top edge Hase Finstting pr;rY i:) app;ica:iori of FLIN I LAS f I-0 top ed,je (..) Rase Flashirig 9" ac. through tin-discs. Refer to General Requirernerlbs Section for definitions.These shal: be considered part of and used in conjunction with F.00f System Spec Cont:ractor's Name: ‘1/4-a4 ixo,hovt144 Job Address: 4%5 1ui.L , q(a ROOF CATEGORY ❑ (Low Slope Application) ❑ (Nail -On Tile) (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof E(Re roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft Sloped Roof Area (ft Total (ft 22.0D Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): v Deck type: Fastener Type: SPACING 1 soi ?fi ( 46-619 ATTACHMENT Ul Field: _� Perimeter: C Corner: FG Ft. 123.01 -78 9198 t?i 60k-1(14) DETAIL 1 & 2 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) ac Page -1 r Q ao i c 2' 2 r r r ROOF PLAN Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Ridge Ventilation? MEAN HEIGHT t 3 Deck type: Underlayment: Insulation: D E T A I L 3 SLOPED SYSTEM DESCRIPTION 30 LS 12" ROOF SLOPE UV h. Fastener type & spacing: l 1. L 14 0 104 , 0 L 9D1 Cap Sheet: Roof Covering: • 9 Drip edge: G dd(/n 11A WAN) 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: X a (Aerodynamic Multiplier): ) - M = M PCA: (Pmax2: x ? (Aerodynamic Multiplier): ) - M = M PCA: (Pmax3: X X (Aerodynamic Multiplier): ) - M = M PCA: Page -2 . ` PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 4/2 9 Job Address 4 N E F6 sr Tax Folio Legal Description L TS I ?,L 2o 81-/C 86 42' 9 M /5 0 /y Historically Designated: Yes No L,----"-- Owner/Lessee / Tenant L UG y C /5' 5S i$ Master Permit # Y 0 4 G Owner's Address y7„ J , E 96 5T Phone 7.S 9- ? g 3 Z Contracting Co. WORK DESCRIPTION /9"/ Thiewy Q. oN Address 7 9 . 5 ' 1 2 . 5 4 / 2 / 1 Qualifier At/ T h e e 9 A/,yr' & . ta/ L S G/ J SS# - - -Phone 9/z 3 State # e C G U 5.270 Municipal # Competency # Ins. Co. /.�// Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING E Square Ft 3 Fob' % o 7 - Estimated Cost (value) l o Oho WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. ? �f owner and/or Condo President Date Notary as to d/p qt a �a reA,RY My Commission Expires GUAM; `fLL`t N;_- TI' cLIbSTATE '('F i$W y- "u:L,.'L ISSIO NO. CC 16TZ COMMISSION EXP. Nom" 1,71132 FEES: PERMIT /fir, Go RADON Signature y C or Owner - Builder Date W 2s ;., Z '66 -D '8 . Not? as to Contr My Commission xpires: C.C.F. C D � O NOTARY APPROVED: Zoning Building Mechanical Plumbing 3/ ' lectrical PAVING FENCE SIGN chOrP • J „ s' 2:;,_2 Date i { ZOO. CC /,.i4 VIA% BOND 340 9C? 0 Engineering MIAMI SHORES VILLAGE BUILDING AND ZONING DEPARTMENT DATE: "HOLD HARMLESS" LETTER Gentlemen: Re: Property located at (address and legal description): 9g; NE ? 5.r As legal owner of subject property, I request the cancellation of permit number issued to //R &uF 4G ES P'R6ar -4455 on , for the following reason: No,V - coriAt r E Gvi ?N aw,v e-0 ,6E• I hereby apply as owner- builder, or authorize '/lo" y £. w iLsoN to apply for such permits as are necessary to construct or complete the construction on subject property. //?. J J'EL I agree to hold /1 V1 $74 f harmless and relieve it from any responsibility or liability for any legal action or damage resulting from the cancellation of the existing permit or the issuance of a new permit. I furthermore assume responsibility for the correction, if required, of work performed under the permit for which I an requesting cancellation. Very truly yours, i.. L. (sign) STATE OF P, sst S' ( print ) c, 2 ,2d - _Co2 / - 57 - ?7/ —D FLORIDA) SS: oi- y®- ,- 2. -‘0 COUNTY OF DADE) The undersigned, being the first duly sworn, deposes and says that he /she is the legal owner of the above property. Sworn to and subscribed before me this A day o Notary Public, State of Florida at Large Gip VIA Ik MIMIC STRM o 1 2araA COMM SXON NO. Ca 24103 �M3f CO s.4MrSRON EXP.P :IAY - 29 - 98 FRI 9:07 AM BUCKI'FR & SHIFRIN, F. A. FAX I'IO. 679 9745 7DEANNA S. SHIFRIN ROBIN S. BUCHNER 1PA'IUL A. BASILE KENNETIh A. GORDON LEONARD LEVIGARDNEB 017 COUNSEL TRIAEAXED TO. 274 -1992 BUCKNER & SHIFRIN, P.A. ATTORNEYS AT LAW BANECATLANI'IC BUILDING 46 6.W. FIRST STREET - SUrrE 202 MIAMI, FLORIDA 33130 May 28, 1998 TELEPHONE: (305) 679 9744 FAX: (305) 679 -9745 Mr. Dan Arguelles Arguelles & Arguelles Roofers 9455 S.W. 78`" Street Miami, Florida 33173 REo ROOFING CONTRACT FOR LUCIA CASSIS Dear Mr. Arguelles; This will confirm our agreement of today's date, wherein, we have agreed that your contract to perform roofing work for Lucia Cassis is terminated upon the following conditions. A. All materials, subcontractors, services, etc., shall be paid by you and you shall indemnify and hold Ms. Cassis harmless with regard to any liens or notices to owner arising out of the work you did on her home. B. Ms. Cassis waives any right to reimbursement of the $5,600.00 advanced to you for the work already performed so long as the requirement in paragraph A above is complied with. C. You will have no further obligation or liability reference the subject premises and it is further acknowledged that you have advised us of your concern that the current condition of the roof is likely to result in leaking should it rain before Ms. Cassis new contractor seals the roof. MAY - 98 FRI 9:07 AM BUCKNER & SHIFRIN, F. A. FAX HO. 679 9745 Page two Mr. Dan Arguelles May 28, 1998 Finally, this will confirm your representation to me which is relied upon in reaching this agreement, that the only materials or services for which any sums are owed are the dumpster company Mac Pak ($275.00) and G &S Building Supply (5131.00) and that you have agreed to make timely payment of these sums. Please sign below to confirm your agreement. Thank you for your attention to this matter. DSS /slw Cco M ®. Lucia Cassis DATED Very truly yours, BUCKNER & SHIFRIN, P.A. BYE DEANNA S. SHIVRIN (\y„,k, DAN ARGUELLES X6 2/. - /'5 e 7- I/6 7 -a BUCKNER & SHIFRIN, P.A. OFFICIAL NOTARY SEAL GLADYS J VILLAR `t PUBLIC STATE CF FLCMIA COMMISSION NO. CC7Il92a$ MY COMMISSION EXP. MAR WO:. OTICE OF COMMENCEM T ' A, ►RECORDED COPY MUMP POSTED ON THE JOB ,SITE WTIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO 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' Lv 75 19 d- 20 , Bee... 86 • /� ' SZ-rte Ala - P8 /5 - P , / Interest in property' Name and address of fee simple titleholder Signature of Owner Print Owner's Name Sworn to and subscri Notary Public Print Notary's Name My Commission Exp vci before Vsf NE 96 sr 2. Description of improvement n - 2de P ,4ovs E 3. Owner(s) name and address: L UCy c -, 5S',' y 23 '6;, $T /W /,¢/ ,/oRE; .3 S 4. Contractor's name and address / rg0AY • W i L SON 7/Co sw /2 / ST - 33/54 5. Surety: (Payment bond required by owner 4rom contractor, if any) Name and address Amount of bond' $ 6. tender's name and address: 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. Narne and address" 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as pro- vided in Section 713.13(1)(b), Florida Statutes. Narne and address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date in specified) OF ICIAL NOTARY SEAL ires: G1Any'J vn 1AR C. CC1 ssjS�C <)02 this c of �, 19 9 /5 Prepared by: X IA/ NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC714103 MY COMMISSION EXP. MAR. 1,2002 988254 1998 MAY 29 11:35 STATE OF FLORIDA, CO�Z 0 1 Ut I/BS7 CFnrtry 'melt this 1s a ! original Mod in this offico on _c! �— — A 0 19 W ?NESS my WARVE; R1� BY X `and OG ccial Scat. N . ALER , C iirrcuit and County Courts D.C. Address: 7'/50 .S / 2 5 5r �� ► �, FG 23/.6;6 Appendix "Eoo UNIFORM ROOFING PERMIT APPLICATION PROCESS No. � r Deck type: Ridge Ventilation? A//4 MEAN HEIGHT / Underlayment: Insulation: 4. 5 SlyEllf DESCRIPTION /'L D E T A I L 3 /9f7/'7 .20# 12" ROOF SLOPE Fastener type & spacing: Cap Sheet: Roof 1c3 � J$ Covering: A Drip edge: zY X 2%z G� v 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: 72,3 X ? (Aerodynamic Multiplier): 0 3 / ) - M -‘0 M : PCA: 66° ✓L (Pmax2: /u> 3 x X (Aerodynamic Multiplier): o. / ) - M K , PCA: (Pmax3: J/; S X X (Aerodynamic Multiplier): 0 ) - M M 349, 7 PCA: , `J Page -2 r 123.01 -78 9/96 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: ,''1v T//4; \J y /. . G) J, ®s V Job Address: 93.:; `, 3 ROOF CATEGORY [ Slope Application) ❑ (Nail -On Tile) 1 '(1ar ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof - roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft (9c2 Sloped Roof Area (ft 3 / . 00 Total (ft 57:: Master Permit No. Exposure category (per ASCE 7 -88): I Building Classification category (per ASCE 7 -88 table 1): / ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) Mon Ft. Ft. A V Deck type: / 1; ATTACHMENT Fastener Type: /, 2,C , / R$ Q. 'SPACING Field: Perimeter: Corner: DETAIL 1 & 2 .SURF44. ),V v t r r r r fEGZ ROOF PLAN Page -1 ptp,‘e) ��r�, MAY.-29 9'8 (FRI) 09:55 BRADCO SUPPLY TEL: 13058363641 Maximum Design Pressure: Maximum Fire Classification: Maximum Slope_ Specification No.: R19 G va v — -45 psf (See General Limitation e7) 'A'. See General Limitation d2. 2 ":12 ": See General Limitation #3. Product Control No: 97 Membrane Type: SBS Deck Type 1: Wood, Non - insulated New Construction or Reroof Deck Description: " / or greater plywood or wood plank decks System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Base Sheet ,..GAFGLAS® li75, GAFGLAS #S0 Uttima"' Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS FlexPly"' Base Sheet,GAFGLAS® STRATAVENT® Naitable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 9 /,' tin caps at a fastener spacing of 9" o.c. at the lap. I2" o.c. in two rows staggered along the center line of the sheet in the field. Ply Sheet: (Optional) One. two, or three plies GAFGLAS PLY 4 ®, GAFGLAS® PLY 6® Ply or OAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq.. Membrane: One or mare plies ofitUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Ruberoid® Mop Pius Granule, Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID UltraCladTM SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 Ibsisq.. Or. One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID Mop 170 FR, RUBEROID® Mop Plus Granule, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID UltraCladn" SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal /sq. Surfacing: (Optional, required if RUBEROID MOP Smooth or ROBEROJD 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 Ib.sq. and 300 lb /sq. respectively in a flood coat of approved asphalt at 60 Ibfsq.. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 2S lb./sq. ± 15 %_ Frank Zuloaga, — r. PRODUCT CONTROL NOTICE OF ACCEPTANCE GAF Materials Corporation 1361 Alps Road Wati ne. N) 07 - -'0 Y our application for Product Approval of: G.•tF Ruberoid® Modifed Bitumen Roof Systems for Wood Decks under Chapter S of the Metropolitan Dade County Cock governing the use of Alternate Materials and Types of Construction, and completely described it the plans. specifications and calculation!: 25 submitted by: D;'nalech Engineering, Inc., /'uclort' .%furu::1 Research Corporation, and IJnJerk'r/t rc Laboratories, Inc. has been recommended for acceptance by the Buildiaa Codc Compliance Office to `_e used in Dade Count. F.r•rida under the specit:c condition,. scl forth on pa�cs 2 - & and the standard conditions ur: rage 61. This approval shall not tic valid after the expiration date stated below. The Liu ;idtr:g Code Compliance O(tice reserves the right to secure this product or material at any time from a iobsite or manufacturer's plant for quality control testing If this product or material fgii to perform in the approved ttla::ne J: Buildiniz Code Conipliattcc Office may revoke. modify, or suspend the use of such product or material immediately. T1ic Buildm Code Compliance Office reserves the right to revoke this approval, if it is determined b. the Building Code Compliance Office that this product or material fails to tweet the requirements of the Building Code' Office that this product or material tails to meet the requirements of the South Florida Building Code. Thc expense of such iestini be incurred trir the rtanefacturer. Acceptance Nu.: 9'_0804.14 Revises Nu.: 95 - 1003.03 r Raul Rodriguez Pro u' ;t Control Supervisor Expires: 11/06/00 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFICAN D GENERAL CONDITIONS _._._ SUILDINC; CODE_ COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Office and approN ed by the Bui ding Code Committee to be used..jri Dade County, FI��,rid� under the conditions sci forth above. r �• .--,..- C.: Danger, P.E. Direct ,r Buildirt Code Compliance Dept Metropolitan Dade County Approved: 11/06/97 1- L' L'1 I;• I t- f ill. •'tt ' I h1C . DE!:..- Q5-97 02:1 2 Pm 1:1, -+D[ ROOF I Nip Stipp t ,'2pplicant: CAF Materials Corporation 1 361 Alps Road Wayne, NJ 07470 PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Membrane Roofing System Sub - Category: Built -up Roofing Type: Modified Bitumen Sub - Type: APP and SBS Contact: William J. Woodring Director of Technical Services (973) 628- 4134 Page 2of6I 05 685 0136 P. 24 Product Control No: 97.0804.14 Product Control No.: 97- 0804.14 Approval Date: November 6, 1997 Expiration Date: November 6, 2000 System Description GAF Materials Corporation has been manufacturing commercial roofing products for more than 100 years. GAF produces a wide range of roof products for built -up roofing systems. The modified bitumen products include both APP and SBS products in smooth, granule and fire rated versions. In addition, GAF offers two ply modified systems to meet the specification requirements for multilayer SBS modified specifications. GAF products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Application and Specification manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories. GAF modified bitumen membranes have. been tested in compliance with ASTM D 5147 test requirements. frank Zuloaga, Roofing Product Control Examiner ,DEC-05-97 01:59 PM DADE ROOFING SUPPLY . I Nt. ._.05 665 0136 F . 02 Insulation Types: Material Wood Ma terial Wood Basalt Wool Perlite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard Rockwool • Maximum Desien Pressure Design Pressure -75psf Maximum Fire Classification Classification Class 'A' Product Control No: 97.0804.14 Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. Page 3of6l Frank Zuloaga, Roofing Product Control Examiner DEC - 05 - 97 02: P11 DHDE F'0OF 1 NG =:IJPF'L`r . I NC: - 06, 1 . 1 1 36 F• - Wood Deck System Limitations: Product Control No: 97- 0804.14 1. Fastener spacing for anchor sheet attachment is based on a Minimum Characteristic Force (F') of 95 Ibf or greater as tested in compliance with Merto•Dade County Protocol PA 105. If F' as tested is below 95 lbf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Merto -Dade County Protocol PA 105 and calculations in compliance with Metro -Dade Roofing Application Stan:3drd PA 117. 2 All standard Insulation panel sizes are acceptable for mechanical attachment. When panels are applied in hot asphalt, maximum panel size shalt be 4' x 4'. a. Fastener spacing. for insulation attachment is based on a Minimum Characteristic Force (F') of 275 Ibf. as tested in compliance with Merto -Dade County Protocol PA 105 & Roofing Application Standard PA 1 17. If the fastener value, as field tested, are below 275 -Ibf. insulation attachment shall not be acceptable, 3 A slip shcct is required with GAFGLAS FlexPly 4® and Ply 6® \ \ hen used as a mechanically fastened base or anchor sheet. 4. '/, r 'pe X gypsum board is acceptable to be installed directly over the wood deck,. Page 37 of 61 f ■ • Frank Zi;ouga, itooting Product Control Examiner L.EC -0S 97 02 :07 PM DADE F.'c» :'F I MG SUPPLY, INC. 305 6E:5 0136 F' . 15 Product Control No: 97- 0804.14 GENERAL LIMITATIONS 1 All asphalt shall comply with ASTM D 312 type II1 or type IV requirements, and ;Ipprt. ve.d by applicant. ? Fire ratings arc determined by a combination of slope, deck type and assembly. Refer to current Underwriters Roofing Materials Directory or other fire testing data listed in the testing tile. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. • 3 Maximurn slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 4 An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used, install one layer of GAFGLASS STRATAVENT Perforated, laid dry.A base shcct may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note; Spot attached systems shall be limited to a maximum design pressure of -45 psf. Where STRATAVENT Perforated is used over approved isocyanurate foam insulation, the maximum design pressure is limited to - 60psf. 5 All work shall be performed by a contractor licensed to do roofing work in Metro -Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer, and the requirements of the SFBC. 6 The submission of system specifications and details shall accompany the Section 11 Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall he the sole responsibility of the contractor. Pagc58of6: / -- t._. --- - 1-i and zuloaga, Hooting Product C: ontTol h E: 'In ner 1 .DEC —C'5 —•cif 02:05 P11 UA-.DE ROOF I Hu _:uPPL`i', 11Ji_ Product Control No: 97- 0804.14 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with Metro -Dade County Roofing Application Standard PA 117. (When this limitation is specifically referred within this NOA, General Limitation t20 will not be applicable.) 8 All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Metro -Dade County Roofing Application Standard PA 111 and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. All details shall comply Nvith the provision of the South Florida Building Code. 10 Fastener spacing for base sheet attachment is based on a Minimum Characteristic Force (F') value as tested in compliance with Metro -Dade County Protocol PA 105. If the fastener values as tested are below those listed in the System Limitations, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro - Dade County Protocol PA 105 test report and calculations that comply with the wind load requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard PA 117. 1 I Fastener spacing for insulation attachment is bascd on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with PA 105. if the fastener value, as field tested, are below 275 lbf. insulation attachment shall not be acceptable. 12 Asphalt moppings shall be with applied with approved asphalt and shall be in compliance with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 13 Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 - lbs. /sq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive, which shall comply with provision of Roofing Application Standard PA 117 Page 59 of 0 1 1•rank T.ulual;a, Ruoline, Product contrr,l r.xaminrr • • DEC-0 0.2 - o.• P1.1 DADE ROOF 1NG Uf'f- '1_`i' , 111 _. . 1 -, 14 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 15 In re- covert' /re- roofing applications, prior to the application, all existing roof surfaces used as a bonding substrate shall be tested in compliance with Metro-Dade County Protocol PA 124 for uplift resistance. Test pressures shall be calculated in compliance w ith the wind load requirements of Chapter 23 of the South Florida Building Codc to the design pressure of the roof. 16 In reroofing applications, moisture content in an existing roof must be in compliance with Section 340] .10(m), (n) of the South Florida Building Code. 17 Roll goad materials shall be stored on end and on a clean, flat and dry surface. 18 If required, any Factory Mutual Approved vapor barrier in conjunction with 'proprietary or approved adhesives may be used prior to the application of the insulation layer. 19 Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with sections 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 20 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners, and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) Page 60 of 61 Product Control No: 97-0804.14 • kooftng Product Control Examiner . .DEC-05-97 02:06 PM DALE RGOF I HG SUPPLY . I t4C. 305 685 0136 P. 1 3 Product Control No: 97- 0804.14 GAF Materials Corporation ACCEPTANCE NO.: 97-0814.14 1361 Alps Road APPROVED: November 6, 1997 Wayne, NJ 07470 EXPIRES: November 6, 2000 NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently; labeled with the manufacturer's name, city, state, and the following statement: "Metro -Uadc County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) Thcrc has bccn a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) if the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submined, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture (Attie product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through th" filing of a revision application with appropriate fee) and granted by this office. Any of thc following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Mctro -Dadc 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 he done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by thc manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies nced not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance Contains pages 1 through 61 END OF THIS ACCEPTANCE Page 61 of 6 1 Frank Zuloage, Roofing Product Control E.xamu:cr Deck Type: Deck Description: SYSTEM C: Slope Range: Underlayment: Horizontal Battens: Roofing Tile: Comments: SYSTEMS (CONTINUED) Wood, Non - insulated New construction ' or greater plywood or wood plank. Horizontal Batten Application 10 Frank Zuloapa Product Control No,: 96- 1030.03 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. 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, t / plywood is an acceptable substrate. J V L- GJ - w -- METRO -DAD PRODUCT CONTROL NOTICE OF ACCEPTA Altusa Tile, Almar (USA), Inc. 6645 Northwest 77th Avenue Miami, FL 33166 Your application for Product Approval of: METROPOLITAN DADE COUNTY, FLORIDA METRO•DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1893 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130.1563 (305) 375-2901 FAX (305) 375.2908 INTERNET: mdcc01 shadow.net PRODUCT CONTROL. SECTION (305) 375-2902 FAX (305) 372 -6339 NCE Allure Tit _1 `fnrrarSet or Adhesive Set One Piece "S" Tile Roofing Tile under is •: olitan Dade County Code governing the use of Alternate Materials and Types of Construction, and ti ,.:...:;y described in the plans, specifications and calculations as submitted by: Redland Technologies, The Center for Applied Engineering, Inc.. has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -16 and the standard conditions on page 17. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product c•r material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the $9yth Florida Building Code. The expense of such testing will be incurred by the'manufacturer. ACCEPTANCE NO.: 96- 1030.03 Renews 94- 0914.01 APPROVED:02 /13/97 EXPIRES: 02/13/00 1 Raul Rodriguez Product Control Division Supervisor THIS IS THE COVERSEIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County B ding Code Compliance Office and approved by the Building Code Committee to be use in ► de County, F t under the conditions set forth above. r Charles Danger, P.E. Director Building Code Compliance Dept. Mctropolitan Dade County Product Control No.: 16-10 PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL lfca : Altusa Tile Alfareria del Turbio, S.A. Barquisimeto, Venezuela Cat --m' Prepared Roofing ub -Cate o : Tile Type: Nail -on /Mortar Set/Adhesive Set Su— b hp_e: Clay Contact: Carlos J. Fernandez General Manager Altusa Tile, Almar (USA), Inc. 6645 Northwest 77th Avenue Miami, FL 33166 (305) 471 -5830 Frank Zuloaga Product Control No.: 96- 1030.03 Approval Date: Februa 13 1997 Expiration Date: February 13 2000 S stem_Descrintion Alfareria del Turbio, S.A. (Altusa), located in Iarquisimeto, Venezuela, manufacturers clay roof the ;� ti -on mortar set or adhesive set applications. All tile is manufactured from natural Venezuelan i i��s Product Control A royal relates to Altusa's "Altusa S" tile rof ile. Refer to appropriate Product Control Approvals for other tile .rofiles. 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. Tat Product Product Dim ensions Specifications Description Altusa One Piece "S" 1= 18" PA 112 High profile clay roof tile for direct Tile w - 1" deck or battened nail -on, mortar or Yr" thick adhesive set applications. Head -lap min. 2''/" Exposure max. 15W Trim Pieces Product Control No.: 96-1030.03 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT 1= varies w - varies PA 112 3 Frank Zukoaga Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Product #30 Felt #43 Coated Base Sheet Mineral Surface Cap Sheet Rainproof 11 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' roil Ice and Water Shield 36" x 75' roll N/A N/A Test Product Specifications Description ASTM D 226 Saturated organic felt type 11 to be used as a nailed anchor sheet. ASTM D 2626 Saturated and coated organic base sheet for single or double ply underlayment_ ASTM D 249 Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. PA 104 Single ply, nail -on underlayment. PA 104 PA 103 ASTM D 312 type 111 or IV ASTM D 4586 Frank Zuloaga 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 niech. 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. Product Control No.: 96 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 Tat Product prodyc4 Dimensions s Soeciflcatlons De erI jlon 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 Barrens min. 12 ga. with V," head min. 32 ga. min. 1' /," o.d. max. 2" o.d. PA 114 Appendix E PA 114 Appendix E Annular ring shank, hot dipped, cicctro or mechanically galv. roofing nails for use in underlayment attachment. Corrosion resistant circular disc for use in underlayment attachment vertical Wood Preservers Salt pressure treated min. 1" x 4" Institute LP - 2 or decay resistant lumber battens horizontal min. I" x 4" for use with vertical battens or min. I" x 2" for use alone Hurricane Clip & Clips PA 114 Corrosion resistant Fasteners min. ' / :" width Appendix E bronze, aluminum, min. 0.062" thick stainless steel, galvanized steel or Clip Fasteners plastic attachment min. 8d x 1 clips for supplemental tile attachment. Clips are installed with corrosion resistant roofing nails compatible with the clip. A hurricane clip is re., , :red on all nail •,n eave tiles. Product Control No.: 96- 103Q,03 generic generic generic generic Roof Tile Mortar N/A PA 123 Prepared mortar mix Bermuda Roof ( "TileTitc*`+ ") designee !or mortar Company, Inc. set roof t+:: with current PCA applications. Prank Zuloaga Product D imensions Roof Tile Mortar N/A ( "Quikretea.D Roof Tile Mortar #1140") Roof Tile Adhesive ( "Poiypra AH160 ") Valley Flashing Drip Edge N/A min. 26 ga. min. 16" width min. 26 ga. min. 2" face flange min. 2" deck flange 'test Specification, PA 123 Product pescrtntton Prepared mortar mix designed for mortar set roof tile applications. See PCA Two Component polyurethane adhesive designed for adhesive set roof tile applications. ASTM A 525 Galvanized steel valley flashing PA 111 Frank Zuloaga Galvanized steel drip edge Product Control No.: 96-1030.03 Manufnctarer Quikrete Construction Products with current PCA Polyfoam Products, Inc. with current PCA generic generic Zest Ag ency Testwell Craig Laboratories & Consultants, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies 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. TEST REPORTS Test Identifier Lab. #AAP•2 7161 -03 Appendix 111 7161.03 Appendix It Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) P0631 -0I Wind Tunnel Testing July 1994 PA 108 (Mortar Set) PO402 Withdrawal Resistance Testing Sept. 1993 of screw vs. smooth shank nails 7161 -03 Appendix 111 94 -83 94 -084 25-7200-1 Project No. 307025 Test #MDC -78 Test Name/Report • ASTM 1167 Static Uplift Testing PA 102 Wind Tunnel Testing PA 108 (Nail -On) Product Control No.: 96 1030.03 Static Uplift Testing PA IO2(A) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 102 (Quick -Drive Screws, Battens) Wind Driven Rain PA 100 Frank Zuloaga Plans F.xaminer. Product Control Division Date Oct. t 994 Dec. 1991 Dec. 1991 Dec. 1991 April 1994 May 1994 Feb. 1995 Oct. 1994 Deck Type: Wood, Non - insulated Deck Description: New Construction 19 / 32 " or greater plywood or wood plank. SYSTEM A: Counter - Batten Application Slope Range: SYSTEMS 8 Frank Zuloaga Product Control No,: 96 1030.03 2 ":12" to 7 ":12" Note: Counter - Battens, as noted below, are required for slope range 2 ":12" to less than 4 ":12" and are optional for slopes of 4 ":12" to 7 " :12 ". For scopes exceeding 7 ":12 ", refer to System C. Underiayment: Install underlayment system in compliance with Dade County Application Standard PA 118, Vertical Battens: 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. Roofing Tile: Install tile in compliance with Dade County Application Standard PA 118. (See Data for Attachment Calculations" included in this Approval.) Comments: 1. For re -roof applications, " /r " plywood is an acceptable substrate. Product Control No.: 9¢- 1230.03 SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction 19 /,," or greater plywood or wood plank. SYSTEM B: Direct Deck Application Slope Range: 4 ":12" to 7 ":12" Note: System B is only acceptable in this slope range. For slopes 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. Underlayment: Roofing Tile: Comments: Install tile in compliance with Dade County Application Standard PA 118. (See "Data for Attachment Calculations" included in this Approval.) 1. For rc -roof applications, 13 / 32 " plywood is an acceptable substrate. Fran ' uloaga Undcrlayment: Roofing Tile: Com ments: 11 Frank Zulonga • Product Control No.: 0 SYSTEMS (CONTINUED) Deck Type; Wood, Non - insulated Deck Description: New construction j / or greater plywood or wood plank. SYSTEM D: Mortar or Adhesive Set Application Slope Range: 2":12" to 7 ":12" Note: System D is only acceptable in this slope range. For slopes in excess of 7 ":12 ", refer to System C. Install underlayment system in compliance with Dade County Application Standard PA 120. (See System Limitation ffs.) 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, 15 62" plywood is an acceptable substrate. Table 3: Attachment Resistance Expressed as a Moment - M (ft -lbf) from PA 102 and PA 102(A) Testing Tile Profile 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 NIA N/A 26.80 28.70 58.20 N/A 21.20 N/A 25.30 N/A 26.90 N/A 34.90 Direct Deck 6.20 8.40 4.08 s f th t'1 Table 2: Restoring Moments due to Gravity - M (ft-Ibt) from PA 102 Testing Tile Profile 3 ".12" or less 4 " 5 ":12" 6";12" 7 " :12" greater or Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Altusa'5' 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.: 96- 1030,03 1 1. Quik -Drive screws installed in two manuf actured holes located 1' /. and 1 / , from the head o e i e. 12 Frank Zuloaga Table 1: Aerodynamic Multipliers - X (ft') Tile Profile Table 4: Attachment Resistance Expressed as a Moment - Mt (ft -Ibf) from PA 101 Testing X (ft') Batten Application Tile Profile Tile Application Attachment Resistance Altusa 'S' Tile 0.31 Mortar Set 24.50 Adhesive Set 66.50 DATA FOR ATTACHMENT CALCULATIONS Product Control No.: 96- 1030,03 1 1. Quik -Drive screws installed in two manuf actured holes located 1' /. and 1 / , from the head o e i e. 12 Frank Zuloaga Table 1: Aerodynamic Multipliers - X (ft') Tile Profile X (ft') Batten Application 7. (ft') Direct Deck Application Altusa'S' Tile 0.29 0.31 DATA FOR ATTACHMENT CALCULATIONS Product Control No.: 96- 1030,03 1 1. Quik -Drive screws installed in two manuf actured holes located 1' /. and 1 / , from the head o e i e. 12 Frank Zuloaga id:1MM • . WM. 1. 0 DOVE TAIL \--LOCKS 1 1/ PROFILE DRAWING ALTUSA "S" CLAY ROOF TILE 13 • Product Control No.: 96.1030.03 Fran u oaga JUL -25 -97 12:43 PM 5'UNNILAND CORP 305 +383 +0:J4z) PROFILE DRAWING ALTUSA "S" CLAY ROOF TILE ACCESSORIES NAIL HOLE -- r■ NAIL HOLE BIRD STOP Product Control No.: Sfranda GABLE RAKE 0.21" • ■OTOSSOOSP- 0.07' 11•••=0 07' r PROFILE DRAWING APPROVED SCREW M OCO 2.46 t 70' O.t]t Product Control No.: 96- 1030.03 Frank Zuloaga Plant Fw min.r Pmr}iirt Cnnt.nt 0.173" Product Control No.: 96-1030.03 SYSTEM LIMITATIONS 1. The standard minimum roof pitch for Altusa "S" high profile tile shall comply with Dade County Application Standards PA 118, PA 119 or PA 120, depending the method of installation. 2. For nail -on applications, fasteners for mechanical attachr'- • 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 moinent to meet or exceed the required moment of resistance determined in compliance with Dade County Protocol PA 115 or PA 127. Altusa "S" 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, incompliance with Dade County Protocol PA 106, shall be performed. 5. For mortar set tile applications, 30/90 hot mopped underlaymcnt 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 Sectionll of the Uniform Building Permit, a copy or Pioneer'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'. 16 Fran uloaga Altusa Tile, Almar (USA), Inc. 6645 Northwest 77th Avenue. Miami Fl 33166 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and ttt approved products shall be permanently labeled with the manufacturer's name, city, state. and the fc" statement: "Dade County Product Control Approved ", or as specifically stated in the specific cor ' f this Acceptance. 3. , of Acceptance will not be considered if a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the codc changes; b) The product is no longer the saute product (identical) as the one originally approved; cj If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; u) The engineer who originally prepared, signed and scaled the r^ documentation initially submitted , is no longer practicing the engineerir 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (throur: the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Ac- ^.!ntIce! a) Unsatisfactory performance of this product or process: b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising, or any other purposes. v. 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. 7. A copy of this Acceptance as well as approved drawings and other documents, ‘vhere it applies. shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1 through 17. END OE THIS ACCEPTANCE 17 ACCEPTANCE NO.: 96 - 1030.03 APPROVED : February 13 1997 EXPIRES : February 13, 2000 Product Control No.; 96- 1930.Q3 L • a .MA7E FLORIDA . AC# .4117 2 0 5. rattrniint Oftisinessapd Profisiional Regulation , • . 1. cc, C -0O52470 08/!711996 96005803 'CERT IF IED-ROOFING .WI LSDP4 AN:Tiff:1Ni AitFt A DF OR D IND I V I DUAL under the provisions of Ch. 4 89 , FS. IS CERTIFIED Expiration Date: AUG 31 1998 as TEST DATE - - JOB ADDRESS - MI/42/P7/ 3' hcs -- 6211 Ss� CONTRACTOR AND \OR O WNER ' • ' 1 S °ki PERMIT L S A � 9 TILE TYPE ROOF PITCH ` �l Z z /S� TILE PLACEMENT DATE ADHESIVE TYPE----' THESE TESTS FOLLOWED THE SOUTH FLORIDA BUILDING CODE REGULATIONS SECTION, 3401.10 1993 AND PROTOCOL PA106. THE ROOF AREA WAS FIRST WALKED AND LESS THAN 10% OF THE ROOF TILES WERE LOOSE. EACH TEST LOCATION WAS PULLED TO A MINIMUM OF 35 LBS. TEST SUMMARY ROOF REPORTERS INC. 9345 SW 77 AVE. SUITE #204, MIAMI, FL., 33156 . AL MACCAGLI, R.R.C. 305 -270 -8409 DADE COUNTY TESTING LAB CERTIFICATION # 94- 0916 -11 TILE UPLIFT TEST REPORT TEST AREA TOTAL TESTS NUMBER PASSED % PASSED FIELD & RIDGE 3 g. CORNER PERIMETER / S TEST RESULTS : P4SSy SEE THE ATTACHED SKETCH FOR FURTHER DETAILS. ntin (a0 GsAacc®�oi��. mm m AL MACCAGLI, ` .R.C.- R.R.C.# 116 JOB ADDRESS L C - -- (0 ' r r m" `� li eEs CONTRACTOR AND \OR OWNER- LJiL TT ti CASS s p T T -r `r C = CORNER P = PERIMETER 15" T = FIELD 3 •' CIRCLED LETTERS INDICATE FAILING TILES - T' PAGE 2 oulniumiluirunnfinin PQ ViOCc ®e /i T 0..1<- 'x 116 SULTANTS AL MACCAGLI, R.R.C.-- R.RC.# 116