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585 NE 102 St (14)Test Location Uplift Pull ';f,5t (:P or Test :Location Uplift Pull � ( �7 or F) Test Location Uplift Pull st ( r F) 1 26 C rc ` .. 51 5 2 27 52 3 28 • 53 4 »' 29 54..• 5 30 55 6 31 56 7 32 57 8 33 58 9 34 59 10 35 60 --•— 11 ,. 36 61 12 37 62 13 38 63 14 39 64 15 40 .:.. r•..: :. 65 16 41 66 17 • 42 67 18 43 68 19 44 69 20 45 70 21 46 71 22 . 47 72 - 23 48 73 24 , 49 74 25 ��'- 50 — 75 Du Quesne & Associates, Inc. Consulting Engineers Testing Laboratory ON -SITE CONCENTRATED UPUFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 Du Quesne, P.E. ngineer P. 4513 Du Quesne & Assoc •tes, Inc. E.B. License #0005245 Lab Certification #94- 0318.01 SITE SPECIFIC INFORMATION Owner's Name: -A gt. ' 4-C40 Permit #• 401 Q 5' Job Address 5 5 1•. mOZ 9T Ut141 .54k r " �� --- Roofing Contr ctor lS ' 4- v t.. �O-�Q Type of Tile: - L-Tv g 1.A Date Installed: 3 -I l' Approximate Roof Height 2A feet Roof Pitch 3 ! ( 2 Type of Access to Roof: Scaffolds _ Ladder Other Approximate Square Footage of Roof: i 8co ft 2 Required Testing Force: 35 lbs. _ Testing Equipment: Chatillion DFIS 100 Date Tested 3 • 18 • 4 7 TEST RESULTS • P ='PASS, F = FAIL SKETCH OF ROOF IN BACK Environmental • Civil • Structural Building Inspection Services IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. 7821 S.W. 24th Street • Suite 104 • Miami, Florida 33155 • Telephone (305) 264 -1425 • Fax (305) 264 -1426 UTR N9 12163 Please Note: This form is not valid unless Company logo appears in color (burgundy) KETCH OF ROOF JOB tv z 9 � g 7, 4 A .5 keee5 SHEET NO DF o DATE CALCULATED BY CHECKED BY DATE SCALE 'ILL iii ■ 111 ■■ ■■■ ym■li■` /11■ S' 1m1n AI ■ M MidliMMIEIN EMEMPIENNEsett iiiilikMI■ ■MINIP ■ r■LMiOMr: ■ 11111111•1• ■ ■ ■ree l ■ ■ ■ ■% 0 MIILWardelill ■■ ■ •■■1ME)JI1i• ■■■■ ■ ■■ ■ ■ •►EN■ ■11 icommomom 1111111KMENNIIIMIEM c ■■■ .........rommint MI IMIFFIIIIENNOMMEMBIMilikag ■■__ H U■■ ■■■ OMMEM MEN ■r■ �E ■M M■ ME ■i■ ■MMI 1121EMPINNEMILi MMEMMEMEOMMEN ■■ MMEMANO■ ■ ■■■■■M■\\■■ ' immummommommmummommumm ER MilIMMEMEEMEMMEMMEMEM WA IMINNIMINIMBEHOIMEMININEE ■■[!IiM ■■■■■ ■ ■■■[ ' himesimmogrami l 25 NOTES' PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 12-17-96 Job Address 585 N. E. 102 Street Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant Mr. & Mrs. A l c a r o Master Permit # Owner's Address 585 N.E. 102 Street Miami Shores Phone 758 -2745 ContractingCo.Quality Roofing Contractor, Inc. Address 251 N.W. 99th Street Qualifier Carlos Arocho SS# Phone 751-0382 State# RCO058627 APPROVED: Zoning Mechanical Municipal # Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Tear off old roof to wood deck, tin cap 301b. ASTM felt as per building code, install valleys and eave drip metals where required and mop on with type III asphalt one layer of 901h. ASPM felt and insta1 Spanish S Clay Altusa tile. Flat roof to install modified bitumen. Square Ft. 21 Sq. Tile 2 sq. Flat Estimated Cost (value) $ 9,500.00 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable 1 aws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. ,signature o wrier and/or Condo President Date Notary as to C er and/or Co My Commission Expires: Building Plumbing MARYLRNANDZ ;, MY COMMISSION # CC 324212 EXPIRES: October 10, 1997 `?, oa ;°�'' Bonded Tbru Notary Public Underwriters 1 4) 15 Competency # 17889 Ins. Co. Signature of Contractor or Owner- Builder FEES: PERMIT efa: RADON C.C.F. 6.a NOTARY BOND MARYLOU HERNANDEZ MY COMMISSION # CC 324212 � a EXPIRES: October 10, 1997 °P bonded Thu Notary Public Underwriters Notary as to Con • ctor or 0 My Commission Expires: Electrical Date Date TOTAL DUE ,ictiP Engineering NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME 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: 5 8 5 NE _ 107 R t - T- t 3. Owner(s) name and address: Mr . & Mrs . Alcaro Interest in property: Owner Name and address of fee simple titleholder: 4. Contractor's name and address: x Notary Public Print Notary's Name My Commission Expires: 585 N F. 102 Street Signature oI Own .. r I Print Owners Name I't- /.fry d I Carp Sworn to and subscribed before me this / ? day of Miami Shores. Florida 33138 2. Description of improvement: Install new Tile and small flat rnnf 251 N.W. 99th Street Miami, .tJGc • . 19 ?(o . 96R576909 1996 DEC 20 08:53 Miami Shorc._ orida 33138 cotsayn 7. Persons within the State of Florida designated by Owner upon whom notices or other docume by Section 713.13(1)(a)7., Florida Statutes, Name and address: N /A 5. Surety:(Payment bond required by owner from contractor, if an y)STATE OF FLORIDA, COUNTY OF DADE 0 PoEcEaV CERrriv AG Otis de m Pram copy ®6 Oko Name and address: N /A �� •' J ®ra9;nc16■ao os :- rn n — Amount of bond $ 00 A.0 19 W 'MESS my h n® and OO�Iciol Seal. Count. Ca043 6. Lender's name and address: _ N LA r ,A r C/LG` -ems C s ' • y be served as provided 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: N/A 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Prepared b Arocho or Address: 251 N_W 99th Street Miami, Flnri.a 33150 123.0 :•5? 2' Contractor's Name: uo — ti g004 400A, ccdror Job Address: E. AL E. /0,2 3-1-(civi earths ocko ROOF CATEGORY U (Low Slope Application) ❑ (Nail -On Tile) [[� (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof dd Re roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft Sloped Roof Area (ft ,.2 1 sa , Total (ft Master Permit No. Exposure category (per ASCE 7 -88): c Building Classification category (per AS 7 -88 table 1): / v Ft. A V Ft. Deck type: LOOOd t X(o ATTACHMENT Appenatx UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Fastener Type: ) 1/4 r; , 5 s itui =- nom: LS ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) SPACING DETAIL I & l� 11 Field: k ®.0 _ Perimeter: ( fj ,C. Corner: (o 0.C Page -1 i I ' I 1 4 I I _ ' ' ' ' ' I I ' I r ROOF PLAN t I I I ' I , 3 3 • UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Rid a VenU1iUon? Deck type: NEAri HEIGHT r1 r<f' (Wood 1 if Underlayntent: Insulation: D E T A I L 3 SLOPED SYSTEM DESCRIPTION 3D n2. A -st ') Fastener type & spacing: ly r; 4rAiA L ne; Is 6, `'o•c Cap Sheet: q 0 srivi RoofCovering: ,S ?0u1;51 s dal-t; IC A / Drip edge: , 2 1 / A ` 1 L L l 9' I OrA ; Z 210 9c1 TILE CALCULATIONS (Pmax1: 1,2 2, x X (aerodynamic Multiplier): 3„/, L Q) - M 5 . , 3 J = Mrl : j9.O(, PCA: (e(29.50 (Pmax2:103, 7 x k (Aerodynamic Multiplier);. 2 • IJ ) - m 1,35 = M • /) PCA: 10(s15 (Pmai3: 7 x /. C .A•rodvnami: \(ultiplicrl:9 . � ) - M ..c.35= M PCA: ((J( Page -2 ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals PRODUCT NO. : APPROVED: Altusa Tile Alfareria del Turbio, S.A. Barquisitneto, Venezuela ACCEPTANCE NO.: 94- 0914.01 EXPIRES: FEB 1 4 1997 PRODUCT CONTROL NOTICE OF ACCEPTANCE The expense of such testing will be incurred by the Manufacturer. FEB 7 9 1995 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 Your application for Product Approval of Altusa Tile Nail -On. Mortar or Adhesive Set Clay "Altusa S" Roofing Tiles under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by Redland Technologies, The Center for Applied Engineering, Inc., and Testwell Craig Laboratories & Consultants, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth herein. The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify or suspend the use of such product or material immediately. The Building Code Compliance, Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. Raul Rodriguez Product Control Division Supervisor - PLEASE NOTE - THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Charles Danger, P.E., Director Building Code Compliance Department Metropolitan Dade County Applicant: Altusa Tile Alfareria del Turbio, S.A. Barquisimeto, Venezuela PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Prepared Roofing Sub- Category: Tile Nail - on/Mortar Set/Adhesive Set Sub -Type: Clay System Description Contact: Carlos J. Fernandez General Manager Altusa Tile, Almar (USA), Inc. 6645 Northwest 77th Avenue Miami, FL 33166 (305) 471 -5830 1 !:aul Rodriguez. Product Control No.: Approval Date: Expiration Date: Alfareria del Turbio, S.A. (Altusa), located in Barquisimeto, Venezuela, manufacturers clay roof tile for nail -on, mortar set or adhesive set applications. All tile is manufactured from natural Venezuelan clays. This Product Control Approval relates to Altusa's "Altusa S" tile profile. Refer to appropriate Product Control Approvals for other tile profiles. The "Altusa S" tile 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. 94- 0914.01 FEB 2 2 19y5 FEB 1 4 1997 Test Product Product Dimension Specifications Description. Altusa'S' Clay Roof 1= 181/4" ASTM C 1167 High profile, interlocking, one - piece, Tile w = 10" 'S' shaped, clay roof tile equipped with 'A" thick two nail holes and a single roll. For direct deck nail -on applications only. Trim Pieces TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT 1= varies w = varies varying thickness ASTM C 1167 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Raul Rodriguez Product Control No.: 94- 0914.01 Product #30 Felt #43 Coated Base Sheet Mineral Surface Cap Sheet Rainproof II Ice and Water Shield Mopping Asphalt Flashing Cement TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS Dimensions N/A N/A N/A Lenzingtex -ZB 140 59" x 164' roll Underlayment 22 Ibs /roll 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll N/A N/A Test Specifications ASTM D 226 type II ASTM D 2626 ASTM D 249 PA 104 PA 104 PA 103 ASTM D 312 type 111 or IV ASTM D 4586 3 Raul Rodriguez Product Control No.: 94- 0914.01 Product Description Saturated organic felt to be used as a nailed anchor sheet. Saturated and coated organic base sheet for single or double ply underlayment. Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. Single ply, nail -or. underlayment. Single ply, nail -on underlayment with 2" self - adhering top edge. Self - adhering underlayment for use as a top ply in a two ply underlayment system with approved #30 or #43 as the base layer. Asphalt for bonding a mineral surface cap to a mech. attached base sheet in a double ply underlayment system. Cut back, asphalt based, asbestos free, fiber reinforced, trowel grade cement for repair and flashing applications. Manufacturer generic generic generic Lenzing Performance, Inc. PCA #94- 0527.05 Protect -O -Wrap, Inc. PCA #94- 0714.01 W.R. Grace Co. PCA #92 -1 1 16.01 generic generic Product Asphalt Primer Roofing Nails Tin Caps Wood Battens Tile Nails Tile Screws Roof Tile Mortar ( "TileTiteT t") Roof Tile Adhesive ("Polypro® AH I60 ") Dimensions N/A min. 12 ga. with 3 / e " head min. 32 ga. min. 1 o.d. max. 2" o.d. vertical min. 1" x 4" horizontal min. 1" x 4" for use with vertical battens or min. 1" x 2" for use alone min. 8d x 2%" or ruin. 10d x 33" min. #8 x 2'Y2' or min. #10 x 2" N/A N/A Test Specifications ASTM D 41 PA 114 Appendix E PA 114 Appendix E Wood Preservers Institute LP - 2 PA 114 Appendix E PA 114 Appendix E PA 123 See PCA 4 Raul Rodriguez Product Control No.: 94- 0914.01 Product Description Cut back, asphalt based coating used to facilitate bonding of dissimilar materials. Annular ring shank, hot dipped, electro or mechanically galv. roofing nails for use in underlayment attachment. Corrosion resistant circular disc for use in underlayment attachment Salt pressure treated or decay resistant lumber battens Corrosion resistant, screw, smooth or annular ring shank nails. Corrosion resistant, coated, coarse thread wood screws. Prepared mortar mix designed for mortar set roof tile applications. Two component polyurethane adhesive designed for adhesive set roof tile appl ications. Manufacturer generic generic generic generic generic generic Bermuda Roof Company, Inc. PCA #94- 0614.01 Polyfoam Products, Inc. PCA #94- 0401.01 Product Hurricane Clip & Fasteners Valley Flashing Drip Edge Dimensions Clips min. %:" width min. 0.060" thick Clip Fasteners min. 8d x 1'A" min. 26 ga. min. 16" width min. 26 ga. min. 2" face flange min. 2" deck flange Test Specifications PA 114 Appendix E ASTM A 525 PA 111 Raul Rodrieuez Product Control No.: 94- 0914.01 Product Description Manufacturer Corrosion resistant generic bronze, aluminum, stainless steel, galvanized steel or plastic attachment clips for supplemental tile attachment. Clips are installed with corrosion resistant roofing nails compatible with the clip. A hurricane clip is required on all eave tiles. Galvanized steel valley flashing Galvanized steel drip edge generic generic Test Agency Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Testwell Craig Laboratories & Consultants. Inc. TEST REPORTS Test Identifier 7161 -03 Appendix 111 7161 -03 Appendix III 25- 7200 -1 94 -084 94 -083 7161 -03 Appendix 11 Letter Dated Aug. 1, 1994 P0647 -01 PO402 Project No. 307025 Test #MDC -78 Lab #AAP -2 Tech: A. Porcello Product Control No.: 94- 0914.01 Test Name/Report Static Uplift Testing PA 102 Static Uplift Testing PA 102(A) Static Uplift Testing PA 102 (Quik -Drive Screws, Battens) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Sct) Withdrawal Resistance Testing of screw vs. srr.c oth shank nails Wind Driven Rain PA 100 Physical Properties ASTM C 1 167 Raul Rodriguez Date Dec. 1991 Dec. 1991 Feb. 1995 May 1994 April 1994 Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 Oct. 1994 Oct. 1994 SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction 19 /, 2 " or greater plywood or wood plank. SYSTEM D: Mortar or Adhesive Set Application Slope Range: 2 ":12" to 7 ":12" Note: System D is only acceptable in this slope range. Underlayment: Install choice of approved underlayment system, noted on Page 1 of Dade County Protocol PA 120, in compliance with Section 3.02 of PA 120. See System Limitation #7. Roofing Tile: Product Control No.: 94- 0914.01 Install tile in compliance with PA 120 using one of the approved mortars or adhesives noted in this approval. Mortar or adhesive shall be applied in compliance with the mortar or adhesive manufacturer's Roofing Component Product Control Approval. The mortar or adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. The mortar and adhesive attachment data is noted in Table 4, attached. Comments: 1. For re -roof applications, IS /,," plywood is an acceptable substrate. 2. For mortar set applications, the first three courses of tile shall be nailed with not Tess than one nail per tile. As an alternate, the first three courses of tile shall be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than 3 / 8 " which is mechanically attached to the deck with not less than one roofing nail every 1 ft' For roof pitches from 6 ":12" to 7 ":12 ", every third tile of every fifth course, beginning at the eighth course, shall be nailed with not less than one nail per tile. 10 Raul Rodrizuez I . The standard minimum roof pitch for "Altusa S ", nail -on, mortar or adhesive set tile applications is 2" rise in 12" run (2 ":12 "). The maximum roof pitch for mortar or adhesive set tile applications is 7" rise in 12" run (7 ":12 "). 2. All nail -on tile applications having a roof pitch less than 4 ":12" shall be installed over both vertical and horizontal battens ( "Counter- Battens "), as noted in System A. All nail -on tile applications having a roof pitch in excess of 7 ":12" shall be installed over horizontal battens as noted in System C. SYSTEM LIMITATIONS 3. For nail -on applications, brass or stainless steel screws for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 4. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. Nail -on tile shall be attached using one of the methods of attachment noted in Table 3 of this Approval. Mortar or adhesive set tile shall be attached using an approved mortar or adhesive noted in this Approval, the data of which is noted in Table 4 of this Approval. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Dade County Protocol PA 115 or PA 127. 5. For nail -on tile applications, an eave clip is required on all eave tile. For mortar set applications, the first three courses of tile shall be nailed with not less than one nail per tile. As an alternate, the first three courses of tile shall be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than 3 / which is mechanically attached to the deck with not less than one roofing nail every 1 ft'. For roof pitches from 6 ":12" to 7 ":12 ", every third tile of every fifth course, beginning at the eighth course, shall be nailed with not less than one nail per tile. 6. For mortar or adhesive set tile applications, a field static uplift test by a Dade County accredited 4+ testing agency. in compliance with Dade County Protocol PA 106, shall be required not less than 30 days after application to confirm tile adhesion. The results of this testing shall be reported to the Building Official and the installer stating that the application has passed or failed PA 106 testing. If the application fails PA 106 testing, the report shall state which portion of the test was failed; Category 1 (examination for loose tile) or Category 2 (uplift testing of tile). Subsequent to testing, the installer may repair not more than 5% of field area tiles and 10% of perimeter area (i.e. ridge /rake) tile with approved tile adhesive. The installer shall place an identifiable marking on each repaired tile for future reference. Any PA 106 re -test shall not include any marked tile. %. For mortar or adhesive set tile applications. 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch prior to June 1, 1995 unless stated otherwise by the material manufacturer. Thereafter, 30/90 underlayment systems shall be installed parallel to the roof pitch in compliance with Appendix 'A' of Dade County Protocol PA 120. Raul Rodriuuez Product Control No.: 94- 0914.01 SYSTEM LIMITATIONS (CONTINUED) 8. All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 9. The Altusa "Altusa S" tile profile has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with Dade County Protocol PA 115 or PA 127 shall be done as a 'Moment Based System' 10. Applications for roofing permits shall include a completed Section 11 of the Uniform Building Permit, a copy of Altusa Tile's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. I i . The applicant shall retain the services of a Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. 12. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. 12 Raul Rolri_ue, Product Control No.: 94- 0914.01 Table 3: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) from PA 102 and PA 102(A) Testing Tile Profile TILE APPLICATION APPROVED NAILS APPROVED SCREWS APPROVED FIELD CLIP WITH: APPROVED EAVES CLIP WITH: 1 nail 2 nails 1 screw 2 screws 1 nail 2 nails 1 nail 2 nails Altusa 'S' Tile Battens N/A N/A N/A 26.80' N/A N/A N/A N/A Direct Deck 6.20 8.40 28.70 31.80 21.20 25.30 26.90 34.90 Table 2: Restoring Moments due to Gravity - M (ft -Ibf) from PA 102 Testing Tile Profile 3 ":12" or Tess 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Altusa 'S' Tile 4.47 5.35 4.40 5.27 4.31 5.16 4.20 5.03 4.08 N/A DATA FOR ATTACHMENT CALCULATIONS Product Control No.: 94- 0914.01 Screws for ile installation over battens shall be #8 x 21/4" long, corrosion resistant, Quik -Drive screws installed in two manufactured holes located 1 and 1 frontithe head of the tile. 13 Raul Rodrieuez Table 4: Attachment Resistance Expressed as a Moment - M (ft-lbf) from PA 101 Testing Tile Tile Profile Tile Application Attachment Resistance Altusa 'S' Tile Mortar Set -4.' 24.50. Adhesive Set 66.50 DATA FOR ATTACHMENT CALCULATIONS Product Control No.: 94- 0914.01 Screws for ile installation over battens shall be #8 x 21/4" long, corrosion resistant, Quik -Drive screws installed in two manufactured holes located 1 and 1 frontithe head of the tile. 13 Raul Rodrieuez Table 1: Aerodynamic Multiplier - X (ft') from PA 108 Testing Tile X (ft') X (ft') Profile Batten Application Direct Deck Application Altusa 'S' Tile 0.29 0.31 DATA FOR ATTACHMENT CALCULATIONS Product Control No.: 94- 0914.01 Screws for ile installation over battens shall be #8 x 21/4" long, corrosion resistant, Quik -Drive screws installed in two manufactured holes located 1 and 1 frontithe head of the tile. 13 Raul Rodrieuez A j, I (ISA . Clay flout Tiles DOVE TAIL LOCKS . PROFILE DRAWING 10" ALTUSA 'S' TILE Raul Rodritzucz Product Control No.: 94- 0914.01 METRODADE ► Ia.t I • ►- .e h. TI METROPOLITAN DADE'COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT E METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130-1563 (305) 375.2901 FAX (305) 375-2908 Extensions of Acceptance may be considered after a n new p ication has been filed and the supporting data, test reports no older than ten (10) years, have been ap MI reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manu for revisions f te p orduct or process shall automatically be cause for termination, unless prior approval granted unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. Acceptance number preceded by the words Dade County, Florida, and followed by the 5. The Notice of Acce P g any portion of the Notice of Acceptance is expiration date may be displayed in advertising literature. If ao p displayed, then it shall be done in its entirety. by 6. Product approval drawings, where required for permit aPpli a t i oe , shall be prov t the prints need the manufacturer or his distributors unless otherwise not be re-sealed by an engineer. 7. Failure•to comply with the Standard Conditions shall be cause for tennination of the Approval. This approval supersedes all previous approvals. Last Approval Number 94- 0106.18 ' ✓ ::% . -, /j ' ; 1� 1 , - /.' Y Raul Rodriguez Product Control Division Supervisor GS Roofing Products Company, Inc. 5525 MacArthur Blvd., Suitc 900 Irving, TX 75038 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 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 PRODUCT CONTROL SECTION (305) 375-2902 PRODUCT CONTROL NOTICE OF ACCEPTANCI, FAX (305) 372 -6339 Your application for Product Approval of S;S Roofing Modified Bitumen Roof Systern1 under Chapter 8 of the Metropolitan Dade County Code governing the usc of Alternate Materials and types of Construction, and completely described in the plans, specifications and calculations as submitted by Applied Research Laboratories, Factory Mutual Research Corporation, Underwriters Laboratories and Unitcd Statcs Testing Company, Inc. has becn recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth herein. The approval shall be valid for a period of three years. The Building Code Compliance Department reserves thc right to secure a product or material,at any time for a jobsite or manufacturer plant for quality control testing. If product or material fail to perform in thc approved planner, the Code Compliance Department may revoke, modify or suspend the usc of such product or material immediately. The Building Codc Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Codc bc enacted affecting this product or material. The expense of such testing will be incurred by the Manufacturer. /1/ PRODUCT NO.: / ACCEPTANCE NO.: 95- 0502.0 /(Revises No.: 94- 0531.0 -tj Raul Rodriguez Product Control Division EXPIRES: 09/12/97 Supervisor - PLEASE NOTE - THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has bccn reviewed by thc Metropolitan Dadc County Building Codc Compliance Department and approved by the Building Code Committee to bc u. d in Dade Cot, Florida under the conditions set. forth above. APPROVED: 06/13/95 Charles Danger, P.E., Director Building Codc Compliance Department Metropolitan Dade County • j•()J'ICF OF ACCEPTANCE.: STANDARD CONDITIONS 1. Extensions of Acceptance may be considered after a new application has been filed and the supporting data. test reports no older than ten (10) years, have been re-evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. ?. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance, of this product or process or a change in Code provisions shall be grounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 6. Product approval drawings, where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints need not be re- sealed by an engineer. 7. Failure to comply with the Standard Conditions shall be cause for termination of the Approval. This Product Control Approval supersedes No. 94- 0531.04 Raul Rodriguez . Product Control Division Supervisor Applicant: GS Roofing Products Company, Inc. (MB) 5525 MacArthur Blvd. Suite 900 Irving, TX 75038 Category; Membrane Roofing System ,Sub - Category: Built -up Roofing ;Lope: Modified Bitumen Sub -Type: SBS /APP PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL ystcm Description Product Control No.: 95- 0502.04 Approval Date: JUN 1 3 ttlA Expiration Date: 09/12/97 GS Rooting Products Company, Inc. manfuactures 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 - insulatcd roofing systems. For detailed system constructions, refer to the following publications: "Commercial Roof System Specification Manual" and "Flintlastic Roof System Catalog." 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 Mctro -Dade area, call 1 -800- 777 -2563. Contact: Pat Neuhaus Commercial District Manager 2900 Bird St. Charleston Heights, SC 29405 (803) 744 -7451 Raul Rodriguez Product All Wcathcr /Empire Base Sheet FIcx- I- GIasTM Base Sheet Flex- I- GIasTM FR Base Sheet Flintglas® Ply Sheet Type IV or VI Flintlastic STA Flintlastic GTA Flintlastic GTS Flintlastic GMS /GMS 39'/," x 34' 2 "; Premium Roll weight: 100 /105 lbs. (I square) Flintlastic FR/FR -P Premium TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Dimensions 36" x 72'; Roll weight: 86 lbs. (2 squares) 36" x 108'; Roll weight: 90 Ibs. (3 squares) 39'/," x 50'; Roll weight: 90 Ibs. (1.5 squares) 36" x 180'; Roll weight. 40/55 lbs. (5 squares) 39 x 33'; Roll weight: 90 lbs. (1 square) 39'4 " x33'3'; Roll weight: 105 lbs. (1 square) 39 '4" x 24 Roll weight: 92 lbs. (' /. square) 39'/,' x 34' 2"; Roll weight: 105 lbs. (1 square) Test Specification Product Control No.: 95- 0502.04 Product Description ASTM D 2626 Asphalt coated, organic base sheet. UL Typc 15 UL Typc G2 Modificd Bitumen, coated fiberglass base sheet. UL Type G2 Modificd Bitumen, coated fiberglass • base sheet. ASTM D 2178 Fiberglass, asphalt impregnated ply Type IV or VI sheet. UL Type GI ASTM D 5147 Smooth surfaced, APP Modified • Bitumen membrane with non -woven polyester mat reinforcement for torch application. ASTM D 5147 Granule surfaced, APP Modified Bitumen membrane with non -woven polyester mat reinforcement for cock application. ASTIvl 0 5147 Granule surfaced. SBS Modificd • • Bitumen mctitbrane with non -woven polyester mat reinforcement for torch application. ASTM D 5147 Granule surfaced SBS Modificd Bitumen membrane with non -woven polycstcr mat reinforcement for mop application. ASTM D 5147 Fire resistant. granule surfaced SBS Modified Bitumen Membrane with non -woven polyester mat reinforcement for mop application. .3 Raul Rodriguez Product Flintlastic FR Cap GlasBaseTM Base Sheet Poly SMS Base Sheet Yosemite® Mineral Surfaced Cap Sheet Stormshield Dimensions 39'I " x 34' 2"; Roll weight: 90 lbs. (1 square) 36" x 108'; Roll weight: 69 lbs. (3 squares) 39'4" x 64' 4 "; Roll weight: 90 lbs. (2 squares) 36 "x36; Roll weight: 90 lbs. (1 square) 36" x 75'; Roll weight 76 lbs. (2 squares) Test ,Specification ASTM D 5147 ASTM D 4601 UL Type G2 ASTM D 5147 ASTM D 249 Mineral Surfaced organic cap and buffer UL Type 30 sheet. PA 103s 4 Slag surfaced SBS Modified Bitumen sheet with fiberglass reinforcement for peel and stick application. Modified Bitumen, coated polyester base sheet. Product Description Fire resistant, granule surfaced SBS Modified Bitumen membrane with fiberglass mat reinforcement for mop applications. Product Control No.: 95- 0502.04 Asphalt coated, fiberglass base sheet. Raul Rodrigucz Product Hy Thcrm Pyrox APOC 212 Sunbright 400 MBA ACFoam 11 Celcorc Anchorbond Fastener Anchorbond LC` - lightweigltt Concrete fasteners High Density various Fiberboard Dckfast Fasteners "l4 Dckfast Hcx Platc TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Dimensions various various various 2 7/8" x 3 1/4" PA 110 PA 121 PA 110 PA 114 PA 114 PA 100 PA 114 PA 114 Dckfast Lock Plate 3" x 3 1/4" .PA 114 Test ,Specification ASTM 3019 Type III 5 Product Description Polyisocyanuratc foam insulation Roof coating Wood fiber insulation Polypropylene locking platc. Raul Rodriguez Product Control No.: 95- 0502.04 Manufacturer Apache Products Co. PA 110 Polyisocyanurate foam Apache Products Co. insulation PA 121 Aluminum roof coating. APOC, Subsidiary of Gardner APOC, Subsidiary of Gardner Asphalt based cold applied APOC, Subsidiary of adhesive. Gardner Polyisocyanurate foam Atlas Energy insulation Products PA 110 Cellular insulating concrete Celcore, Inc. system Insulation fastener and mctal or plastic plate Base ply fastening systems Cclotcx Corp. for lightweight concrctc decks Cclotex Corp. • Cclotcx Corp. Insulation fastencr for stccl Construction and concretc dccks Fastcncrs Ind. Galvalumc hcx stress platc. Construction Fasteners Inc. Construction Fastcncrs Inc. Product Dekfast Fasteners #15 Dekfast Fasteners # 1 2 TPR Elastizelt FM -30, FM-45, FM -60, FM -90 Fasteners Nail -Tite Type 'A' Nail -Titc Type 'R' GAFTITE - - Asphalt Emulsion Gardner Cold Process Roof Cement Asphalt - - Asphalt Primer • High Density Wood various Fibcrboard Test Product Dimensions Specification Description PA 114 PA 114 PA 114 PA 110 PA 114 PA114 • PA 114 various PA 114 PA 121 ASTM D 41 PA 110 6 Insulation fasteners for concrctc decks Insulation fastcncr for steel and wood decks. Aluminum fastcncr for lightweight, gypsum and tectum decks Cellular insulating concretc system Base ply fastening systems for lightweight concrete decks Galvanizcd steel basc ply fastener for lightweight concrctc decks Galvanizcd steel base ply fastcncr for lightweight concrctc dccks Base sheet fastening system. Asphalt cmulsion ASTM D 312 Typc III or IV hot asphalt generic bitumcn adhesive Asphalt Primer generic Wood fiber insulation generic board Raul Rodriguez Product Control No.: 95- 0502.04 Manufacturer Construction Fasteners Inc. Construction Fasteners Inc. Crcativc Construction Components GAF Gardncr 1, 5, 55 ASTM D 3019 Fibcred asphaltic general Gardner gallons Type!!! purpose lap and ply cement. Elastizcll Corp. ES Products, Inc. ES Products, Inc. ES Products, Inc. Product Perlite insulation Red Rosin Roofing Nails Tin Caps' al MB aluminum roof coating Karnak 97 AF Karnak 97 Progradc Fibcrcd Aluminum C'NRG'Y -1 Test Product Dimensions Specification Description various PA 110 various Minimum # PA 114 l2 Min.32ga.x 1 i/se' PA 121 Karnak 81 AF 5, 55 gallons ASTM D 3019 Cold applied SBS modified Karnak - Modified Bitumen type 111, ASTM adhesive for application of Adhesive (Brush • D 3409 SBS modified bitumen Grade) systems. Karnak 81 AF 5, 55 gallons ASTM D 3019 Cold applied SOS modified Karnak Modified Bitumen type 111, ASTM adhesive for application of Adhesive (Trowel D 3409 SBS modified bitumen Grade) systems. Mousey MBA Gold 1, 5, 55 Membrane gallons Adhesive PA 121 PA 121 E'NERG'Y PS1 -25 various PA 110 various PA 110 ASTM D 3019 Fibratcd, rubberized content type Ill for bonding modified bitumen membranes. PA 121 Fibratcd aluminum roof 7 Perlite insulation board Rosin paper for barrier layer on wood decks Aluminum roof coating Roof coating Roof coating coating. Polyisocyanuratc foam insulation Raul Rodriguez Product Control No.: 95 0502.04 Manufacturer generic gencric Corrosion resistant annular gencric ring shank nails Corrosion resistant circular gencric discs. Grundy Industries Karnak Karnak Monscy Products Co. Monscy Products Co. NRG Barriers, Inc. Polyisocyanuratc foam • NRG Barriers, Inc. insulation Test Product Product Dimensions ,Specification Description E'NRG'Y-2 Plus various PA 110 E'NRG'Y -2 various PA 110 Polyisocyanuratc foam insulation N.T.B. Magnum PA 114 Glass reinforced nylon N.T.B. Spin Weld Plate 2" round N.T.B. Plastic Plate 3" round . N.T.B. Plate Olympic Fastener X12 Olympic Fastener �l4 Olympic CR Base Felt Fastener and Base Sheet Disc PA 114 PA 1,14 PA 114 PA 114 PA 11'4 Olympic Fastener PA 114 8 Polyisocyanuratc foam insulation fastener for use in gypsum and cenientitious wood fiber decks. 2" round amorphorus nylon locking plate for use with N.T.B. fasteners with 1" head 3" round polypropylene stress plate for usc with N.T. fasteners 3" round galvalume AZSS plate for usc with N.T.13. fasteners Insulation fastener PA 114 Insulation fastcncr Insulation fastcncr , assembly for Base Sheet fastening only Insulation fastener Raul Rodriguez Product Control No.: 95- 0502.04 Manufacturer NRG Barriers, Inc. NRG Barriers, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Product Olympic Polypropylene Fiberglas UltraGard Gold Rawl 2" Plate Rawl 3" Plate Rawl lie Aluma- 13ritc No. I20 Test Dimensions Specification 3.25" round PA 1 14 Olympic Standard 3" round PA 114 various PA 110 Paroc Cap Board various PA 110 various PA 110 2" round PA 114 3" round PA 114 PA114• Rawlite 3" Plate 3" round PA 114 PA 121 9 Product Descriptiort Polypropylene plastic plate 3" round galvalumc AZ55 stccl plate Fiber glass roof insulation Rockwool insulation Polyisocyanurate foam insulation 2" round galvalumc AZ55 membrane platc 3" round galvalumc AZ55 steel plate Insulation fastener for ccmcntitious and gypsum decks 3" round galvalumc AZ55 steel platc for use with Rawlitc fasteners 2100 - Modified 1, 5, 55 ASTM D 3019 Rubberized all - weather All Weather gallons, also (Type 111) and (lashing cement, trowel Flashing Ccment available in D 3409 grade, modified adhesive. 10.5 ounce caulking tubes. Fibratcd aluminum roof coaling. Raul Rodriguez Product Control No.: 95 0502.04 Jvinnufacturer Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Owens- Corning Fiberglas Corp. Partek, Inc. Schuller International Inc. The Rawlplug Company Inc. 111c Rawlplug Company Inc. The Rawlplug Company Inc. The Rawlplug Company Inc. Tropical Asphalt Products Corporation Tropical Asphalt Products Corp. Test Agency /Identifier Applied Research Laboratories Factory Mutual Research Corporation Underwriters Laboratories United States Testing Company, Inc. Name Physical Properties Current Insulation Fastening Requirements Fire Classification Compliance ASTM D 5147 ASTM D 5147 Tcst Reports I0 Bert 28013 FMRC 1994 RI190 97457 -4 97- 457 -2R Raul Rodriguez Product Control No.: 95 0502.04 • Date 06/02/87 01/01/94 07/13/87 06/03/88 12/02/87 Fibrous glass Perlite Fiberboard Rockwool Polyisocyanurate Polyisocyanurate Composite Board Maximum Design Pressures Materia( Design Pressure Wood -60 psf Steel -60 psf Concrete -135 psf Lightweight Concrete -45 psf Cementitious Wood Fiber -52 psf Poured Gypsum -52 psf Maximum FireClassification Materia( Classificatioq Wood Class A Steel Class A Concrete Class A Lightweight Concrete Class A Poured Gypsum Class A 11 Raul Rodriguez Product Control No.: 95- 0502.04 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 othcr approved testing agency listing directory for Fire Classi fications. - - • • Membrane Type: SBS Deck Type 1: Deck Description: ' / or greater plywood or wood plank decks System Type E(1): Base Sheet: Fastening: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Maximum fire: • Classification: Maximum Slope: Specification No.: Product Control No.: 95 0502.04 Wood, Non - insulated Base sheet mechanically fastened. All General and System Limitations apply. • One or more plies of GS Glas Basc, GS Flex-I Glas Basc, Flcx -1 Glas FR Basc or GS Poly SMS base mechanically fastened to the deck as detailed below. Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 9" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c.. (Optional) See products listed under 'Base Sheet' above. or one or more plies of GS Flintlastic Ply IV or Ply 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 Ibs./sq.. One ply of Flintlastic FR -P, Flintlastic FR Cap, Flintlastic GMS, Flintlastic Premium GMS adhered to the base sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 -40 Ibsisq.; or Flintlastic GTS Torch adhered to the base sheet. (Optional) Install one of the following: 1. 400 lb/sq. gravel or 300 lb/sq. slag in a flood coat. of approved mopping asphalt at an application rate of 60 lbJsq.. 2. Karnak 97 or APOC 212 Fibratcd Aluminum at an application rate of I 'Y: gal /sq.. -45 psf. Class 'A'; see General Limitation #2. 1 :12; sce General Limitation #3. GMS 2 -3, FRP 2 -3, GTS 2 -3, FRBC 2 -3 35 Raul Rodriguez 1 E NO. For ue over. nailabte •:;•'iV4 •; :; ,..;! cs: ,1!E •■ ^ 1.* vatti, ..*:iA • : .`• : • , - • • .. •• . •• . • ....: .....:.-'::::,. . ;•::.4.z ik;:,..1i, ....:•e i ;,, ..•, .... 4.. !.. kv li• : ,..i.,.... 4..4,12 r:i. , „:•, 1 4 .. ::.,..... vov FLINTLASTIC FA ::•-;+ 1 . ic v 3 ;t4 ,4 1 . 4 4 kFIIMEMKIlikVili .‘\ I ..11.;: . ;?t,Vd ....), • r*? ',..?.:,-.....:...., , „.,1 )4 %Fp NVIi, . ; I 11 I . . C it/. 4. ' ' • 1"... • : , A .. i 'A" • IV* S \ ...• ./Irf,' :',, ke:A •-/, I . ..,.... ,!:: di..:.,.0:1,7: ,;,.,•;:.., — GLASBASET SE': • , „ • • , • • ti 1#:11' AI AILABLE•101Eb. ..1 St:e 44 . ; 11/4 4 4 . .1: ; C: , ;.1i4,V 'Av. *S. 4 i ■-•Ic 11::•:ei4vA l'111:3:41..kriAids,iVAttAikeSP.Sk.V.1:10:AttkeZ,43AV. 0.41.64 • •.,. • • • • • Membrane: • • • One ply of GLASBASE base sheet and one ply of FLINTLASTIC FR modified bitumen roll • Summary.of Materials; Per21.00 Square Feet • • •GLASBASE Base Sheet '(1':ply) ... 23 lbs. • ..Type 111 Asphalt .Solid fylo • .. . 25 lbs. FLINTLASTIGER roll (06116 ply) 100 lbs. Approximate Total FitirShidWeight 148 lbs. without optionarsurfaOind...:... • • • : • 266 ROOF COVERING'•MATERIALS (TEVT) `ROOFING• SYSTEMS .•(TGFU)Cohtliwed Membrane: "Flintlastic STA "GTA. "GTA Black Diamond" or "GTA White Diamond", heat -Iti4oSurfacing:iGrave11:.' •• • . , • ' . 3. Deck: C15/32 '" Marie: 1/4 Base Sheet Type 62, mechanically fastened. ;• ' Membrane: "Flintfastic STA", "GTA'"GTA; Black Diamond" or "GTA White 'Diamond', heat fused. " Surfacing: Gravel. • • .1 4. Deck: C-15/32* • Incline: 1 'All Joints blocked with 2x4's. Base Sheet Type 62, nallerit••• • '••,, ' • - .'• , ; 7 .• •': •• ' •'; ••• • •'' Membrane: "Flintlastic GMS", "GMS Premium" or "GMS Black Diamond", adhered with hot roofing asphalt. ' . . r ' • ' Surfacing: Gravel. 5.•-' . Deck: C-15/32 ; • ' • ' ";. • • • •• . ; . Incline:A/2 , • • . . .. Insulation: Celotex "Hy-Tec", 2 in. min, joints In insulation must be Offset 8 in: from joints b deck; 'mechanically fastened. ;••• • ..a'' • , ••• • • ' ; • ' ''" , ..'•• Base Sheet Type 62,',nechankally fastened or adhered with hot roofing asphalt. • ;• . •• 5 ' • x( 'Membrane:'“Flititialific GMS', 'GMS Prerrilum"' or "GMS Black Diamond", adhered with hot roofing asphalt. , . •'•'' Surfacing: Gravel.' ' ' ' • • . .. 6. Dade C-16/32 Incline: 1/2 Insulation: Celotex "Hy-Tec", 2 in. min, joints In insulation must be offset '6 in. froth joints b decic;mechanically fastened: • . . . .. Base Sheet Type 62, mechanicellyIaitened or adhered with hot asphalt. • . Membrane:."Flintlastic STA", "GTA"; Black' Diamond". Or'"GTA APP White Diamond", heat fused. ". J ''''''" • Surfacing: Gravel. : ".'." ' • **' ' " ' • , Class A — Fully Adhered 1. Deck NC Incline: 1 • , Vapor, Retarder (Optional) Type G2 "Glasbase" base sheet or UL. Classified vapor retarder. ' • - Insulation: (OptfOrial) One or more layers or combination of the following: U.Itragard Premier, . „ . . ''• ''pOlYisciayenurate; perlite, glass fiber orwood fiber insulation. • • • Base Sheet One layer of Type G2 "Glasbase' base sheet. Membrane: , One layer of "Flintlastic GTA(-3/4 sq or -1 sq), GTS" (modified bitumen), heat fused 'or 'FlintlastIc GMS'' hot mopped. Surfacing: APQC,"No. 212 Fibrated Aluminum:', at 1-1/2 gal..160 sq/ft. 2. Decic. NC . " " " ' Incline: 3/4 Vapor Retarder: (Optional) Type 62, "Giasbase" base sheet or ,UL Classified.vapor retarder. nsuIation Wptio One or more layers or combination of e:following: Ultragard Premier, polyiscicyanurate; pulite, glass fiber or wood fiber insulation. " Base Sheet One layer of Type G2 "Glasbase" base sheet. ,.Membrane: Onejayer of "Flintlistic STA (modified bitumen); heat fused. • - SurfacineKarnalc . "'No. 97 Flbrated Aluminum", at 1-1/2 gal. per 100 sq/ft. • • Deck; C46/32 .• .Incline: Insulation: (Optional)Aanville ".1.11traQerd Prernier", pelyliocyanurite; Woe& fiberbOard, Po. .,..,,•4, lackey:emirate; aoy,thicknees, i, .. .• • . , . . • . .. . ... .. :.. . , j Base'Sheet One or mere plies of "Glasbaso", hot mopped Or,nechanicallyJasteoed., . Membrane:, One ply of "Flintlestic FR". (modified bitumen), hot mopped' in place. ,..:: ..... : 4. •. Deck; NA, ••,. . ;., .. . ... . ', Incline: 1/2, — ' : ....,., Insulation: Polylsocyanurate, glass fiber, perlite, wood fiber, hOt mopped or mechanically fee toned, any thickness. •,... .• •::' Base Sheet.Type G2, mechanically fastened or hot mopped. . : ,...• MembraneL"FlIntlastic GTA ,or STA", heat fused. • . , . . ..•!". .. . • Surfacing: Henry Co. "Henry 520 Aluminum", applied at 1-1/2 gal/sq., • . . .. 6. Deck: Ncd, . 1);1.k: • ••• • •• •• ,%,...“.. :. • : •.•; . • .•:. ...Incline:.1/4„ . . -: .: • Illeuliqlon; (Optional) Glass fiber, perlite orwood•fiber. board. •;:-•; .;:: Ply Sheet Type 62, mechanically fastened. Membrane: "Flintlastic STA", "GTA", "GTA Black Diamond" or "GTA White ;Diamond", hem. fused. •• ' ' • .r •• •,.„...Surfacing:.•Karnak.Chemical Corp. "Karnak No. 97" 1 gal/sq; ..., . • . 6. Deck : NC • . Incline: 1 , .. . . Insulation; Polylsocyanurate, glass fiber, perlite, wood fiber, mechanically fastened ... : ..•••with.hot roofing asphalt any thickness.i., . .• . .; . • : . .. •• • .. Base Sheet Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: "Flintlastic GMS", "GMS Black Diamond" or "GMS Premium", adhered with hot . ,.... roofing:asphalt... . . - ....•i • Surfacing::Karnak.Chemical Corp. "Karnak No.'.97 Fibrated 'Aluminum Asphalt Roof Coating', 2-1/2 gaVsq. 7. Deck: C-15/32* • - *All Joints blocked with 2x4's. Insulation: Glass fiber, perlite, 3/4.1n...mln, joints must be offset 6 in. from joino In deck,' mechanically fastened.— • ...,..itt Base Sheet Type G2, mechanically•fstened or adhered with'hot roofing asphalt. . Membrane: "Filntlastic GMS", adhered with hot roofing asphalt • ., . ' • • • • SurfacIngvKarnak Chemical Corp. "Karnak':No. 97•Fibrated Aluminum Asphalt Roof Coating", .. i • gal/sq.! ...r: .. ,.. • ••••• • • • 8. Decic•NC Incline: 1/2 Insulation: Polylsocyanurate, glass fiber, perlite, wood fiber, mechanically fastened' or adhered with hot roofing asphalt, any thickness. . .,: Base Sheet Type G2, mechanically fastened or adhered with hot roofing asphalt. .• ' Membrane: "Flintlastic STA", "GTA", "GTA •BlaCk Diamond" or "GTA White Diamond", heal f used In place.v.' !.... ' -• • • •• , ' • J•' - • .-- .. • • ••• -' •• • . • • . LOOK FOFiAVIARK ON 'PRODUCT Incline: 1 • ••:•• or adhered Surfacin ai bv,3,gal/sq. 1 Deck: IV( on Ansulatic cyanurat. '1...• Membra "GMS", in place. t.or: :t 0;.. Deck: Insulatic orl .jo Base Sh i :.• •Ply She' Membra Surfacir, Deck:.Nt lnsulatic thicknes: Base Si ..scon. with hot Membra Cap", ac -12. v: 'Deck: *All join: mechani .: Base Sh. Membrs iOloi.tt hot. roofi . 13. Deck: N Insuiatic chanical • - .Base . S1 - . V" . Mamba hot roof, .1.42 mechani !eel . ...Base Sr. Ply She 'Jo ' .ol4 " Surfacil at 2-1/2 115,"0 Insulati, • thicknes eat \ phalt. 41.1 'Pty She. .ing aspi 1 mond", Surfacil . Deck: C Insulati, deck, m Si Ply She ing aspi Membr. White C Surfaci, 17. ,'.;Deck: 0. Insulati chanica IiIt:eisfBase• S -• moppec • Ply Sht ts,A tened o ,.1 1V1 , ■ 1 • ° rus Surfaci 18. Deck: I\ Insulati '; max thi Base S -.:mploy She chanice Membr Surfaci Date Job Address t5s Me 1O2 T Tax Folio // /7 /t/6 r � Legal Description let E /Io 3 z / /5Z / -/3 /f0V , " /`f' Owner / Lessee / Tenant 6 P � Master Permit # 3W1 Owner's Address 5 - Ai 6 — / ° '2` Phone 7 -17 4-S Contracting Co. Lt- gz --` 20A5 Address (01.6194 0 ■V 56 l f - Qualifier 0/ ' 1 . - (% ` Phone 7 7 7 G 6 8 G F3G S`.s Q44x) I115u gk J - State 4L Municipal # Competency # Ins.Co. Architect /Engineer Address • Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANIC PAVING FENCE SIGN WORK DESCRIPTION (l,6E C• et i if/Z_ P'�% > / fl ii Square .Ft. Es Cost(value) ' GOO 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 zo ng. Furthermore, I authorize the abo contractor to do the work stated. ( AV- Notary as My Commis ** * APPROVED: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE ROOFING * NOTARY POULIC STATE OF FLORIDA P: MAR 81019 * * Fire Zoning Building Signat Date: Notary My Co * * 40, * * Owner- Builder or Owner- Builder FEES: PERMIT C RADON C.C.F. )< NOTARY TOTAL DUE - 31 4 ** Other Electrical Mechanical Plumbing_ Engineering MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date..._ .._... May. ... 1_. _..._.__......,19. Owner's Name and Address M T • A , A 1 C a r O No 5 8 5 _ Strom N , E. 102nd St. Registered Architect and /or Engineer ,,,,,,, ,,,,,,,,,<,.. -,, Name and address of licensed contactor Obenour Roofing Co. 7357 N.J. Miami Ct. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 585 N . E. 102nd St. Miami, Fla. Remove one story tile section only and State work to be done and purpose of building (by floors) _ __......_....__..._........_. ....__._.._.. replace with 1 -30 lb. felt, 1-90 lb. slate flashing and white barrel tile. turd for no other purpose. New Building Remodeling Addition Repairs X No. of Stories To be constructed of Kind of foundation Roof Covering 4 sq s. Estimated Total cost of improvements $ 935.00 Amount of Permit $.. 5,00 Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maxirnum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Sip )lenient, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as arc 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) STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully r d the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No.___._ `__. Date Read, Sworn to and Subscribed before me. Disapproved _.. (Signed) ( Date. Notary Public, State of Florida Building Inspector My Commission Expires to me well known, PL ►° INC 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 been obtained from the Planning hoard. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection oe faulty materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address Registered Architect and /or Engineer New Building To be constructed of Estimated Total cost of improvements $ STATE OF FLORIDA, f COUNTY OF DADE. ss. Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision SuG_ /�,( Street and Number where work is to be done State work to be done and purpose of building ( floors) d —9 /2oo . , and for no other purpose. Remodeling Addition Repairs ?L No. of St oC Kind of foundation Roof Covering �Do . a o Amount of Permit $ Zone cubage required _Plan Cubage Distance to next nearest building. Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontrac, s, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) -__ _- i+_QO • 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. 7tr2- 3 Building Ins Date.._. — b Date Permit No Disapproved (Signed) Chainnan Member Member . Council Approved Date Date 02 ,19e No._ es Stree /o-Z Xa" 3s 2 fI Read, Sworn to and Subscribed before me. to me well known, Notary Public, State of Florida My Commission Expires LANNING BOARD DATE Member Member Member Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. �7 / Date •! /I , 19 ( .- Owner's Name and Address._:.. M t C- Q& 1 Ck No Street • (° S£- . Registered Architect and /or Engineer._ Name and address of licensed contractor e .S. 2 . Location and legal description of lot to be built on: Lot Block Subdivision — (( Street and Number where work is to be done.__ .S. � °� ' 167, rc State wort to be d '4_. ` ne anfl Buildin spector MIAMI SHORES VILLAGE urpose of building (by floors) « °oo f /t- o 0- k D e and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering 0 4. mra Estimated Total cost of improvements $ l �' Amount of Permit $ Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to e performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) 42es.n ..2,, STATE OF FLORIDA, I COUNTY OF DADE. Ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No - 24 113 Date ‘ -- 1 z ' � 'z Read, Sworn to and Subscribed before me. Disapproved (Signed) Notary Public, State of Florida My Commission Expires 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 been obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.