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ROOFING
Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) 1 "V-it4 26 I i i ' A`Pf-, > 51 VA-44 C � 2 27 52 3 28 53 4 29 54 5 30 55 6 __ �^ 31 56 7 f 32 57 8 7 4. r✓3) 33 58 9 34 59 10 35 60 11 36 61 12 �" ----. 37 62 13 -r 38 63 14 pf" aEJ7 39 64 15 40 65 16 41 66 17 42 67 18 43 68 ------ 19 44 69 20 45 70 21 46 71 22 47 72 23 48 73 24 49 74 25 50 _--- 75 4r Du Quesne & Associates, Inc. Consulting Engineers Testing Laboratory ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 SITE SPECIFIC INFORMATION Environmental • Civil • Structural Building Inspection Services Owner's Name: NTA C‘ Permit #. 141 2• Job Address q s5 q 5�- Lti 5th .:k Roofing Contractor - RD >r '-'T m ° t' t ■-) Cy Type of Tile: Ai_i ►k I 5 I - +GA► -t S - Date Installed 7 ` 1 7 Approximate Roof Height: I Z feet Roof Pitch. 5 12 Type of Access to Roof: Scaffolds Ladder Other Approximate Square Footage of Roof: 28 00 ft 2 Required Testing Force: 35 lbs. Testing Equipment: Chatillion DFIS 100 Date Tested 7-1" 7 TEST RESULTS P • PASS, F • FAIL SKETCH OF ROOF IN BACK IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. Quesne, P.E. ineer 513 u Quesne & Associates, Inc. E.B. License #0005245 Lab Certification #94- 0318.01 Please Note: This form is not valid unless Company logo appears in color (burgundy) 7821 S.W. 24th Street • Suite 104 • Miami, Florida 33155 • Telephone (305) 264 -1425 • Fax (305) 264 -1426 UTR N° 12631 4lo KETCH OF ROOF JOB CO N G 9 S' sT 1 ` • ��' o` 5 4 SHEET NO OF ` CALCULATED BY DATE 1 • 1 •4 CHECKED BY DATE SCALE I GCE ►MINE Er ■Ellima n= f ■r N e rE NLINF rMEPE 1• ( 1 4.' 4 NOTES' (riti The PA 106 test reported in report No. 1 Z C. 3 ) has been performed in full accordance to the requirements of Dade County, with no deviations. DuQuesne & Associates, Inc. Consulting Engineers Engineering, Testing & Environmental Services Laboratory Compliance Letter 7821 S.W. 24* Street. Suite # 104, Miami. Florida 33155/Telephone (305) 264-1425 Fax (305) 264 -1426 Date 430/. Job Address ` ('� Tax Folio Legal Description Owner / Lessee / Tenant �4i ' S S f 4 ' Master Permit # ,44 Owner's Address L c1 S) • Phone Contracting Co. 1 Address 2-(7o C964- oC4 5(--(-j ��(` 6 Qualifier '3 �►2't S aDA40 SS# 3 S - S Statg - ` '7 Municipal # 4 41145. Competency 46 37 V Ins .Co . Cl'iJ ' Architect /Engineer Address Bonding Company Address �— Mortgagor c, Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING 'AVING FENCE SIGN WORK DESCRIPTION e--v i) f- S � S C-4-- 141- Y ( C P P • 3 `fS't dm F� ` Square Ft. (/(J Estimated Cost(value) g ( R ) C9 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 authoriZ# the above -na contract to do the work stated. , PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Sigma e of owner and /or Condo Date 7/ nF F, JAMES R. DEAL My Comm Exp. 07/06/2 s Bonded By Service Ins \_ Nu.CC54U�4¢o Notary a O �"ona4WJlrA . , . ndo President My Commission Expires: sident G Signatu o - F� f A V f or o Owner- Builder Date: c r My Comm Exp. 07/06/2 0 Bonded By Service Ins No. CC548480 v'�►ry Notary as to I oncPa` tdt My Commission Expires: ° Owner- Builder ** * * * * * * * * * * * * * * * * ** FEES: PERMIT f ✓ RADON C.C.F. APPROVED: Fire Other Zoning Buildinp 1 Electrical Mechanical Plumbing Engineering NOTARY TOTAL DUE1"cf NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 9782438410 1997 JUN 02 13:26 STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be madeo 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: ._.ROOFING 3. Owner(s) name and address: r1'.' 4-1-541%-)60A,D -7 TI !MII 0 rffffPXMA Interest in ro P Pe rtY: Name and address of fee simple titleholder: 4. Contractor's name and address: ROBERTS ROOFING CO. 21 70 01 Rr,vf_ OPA- T;nrxA t•T,niV Ac M Sra' "JIINTY 0= "C i'fE,TF'.r CEMIIfr 1'•a' Ih.; l; s fru p/ -.l (c • W1NESS my 6,x•1 end UllNcl deal• HARVEY RUM, CLERK, uf CirrJil nndCc•,MyCowl, 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: n/a Amount of bond $ 6. Lenders name and address: n/a 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: n/a 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(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) Signawngtt owner Print Offers Name IV &_ 44+Y5 Sworn to and 'subscribed before me this 30 day of 4- 1 ;'t:1 v JA<<Ar ' �'�r�L ';;r ∎ P...\my , rr Notary Public � � , . nn ., ;?Y Print Notary's Name J My Commission Expires: DEA too. 7105! ,.•• 7 1 n •r 1 1•••••=e- • N Prepared by: SP Address: 123.01.52 2/93 Contractor's Name: ROBERTS ROOFING COMPANY Job Address: (Low Slope Application) ROOF CATEGORY ❑ (Nail -On Tile) A/5 q0 X (Mortar- Adhesive Set Tile) C (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof ® Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft 7ei E Sloped Roof Area (ft2) '�? Total (ft') 'i"7 Master Permit No. Exposure category (per AS 7 -88): c Building Classification category (per ASCE 7 -88 table 1): I Ufa ram A well• -, rfr • ,.� go.$ 17 Ft. Y A V Deck type: ATTACHMENT Fastener Type: 11 /d" RTNG SHANK NA SPACING Field: 1 2" Perimeter: 6" Corner: DETAIL 1 & 2 O HEIGHT AND SYSTEM DETAILS (Draw details a nee s d) �� IF/ ILS� &Aq E476 , 2/ "" 7. 1200F PLAN 1 123.01.78 9/96 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Page -1 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Ridge Ventilation? N/A 1 Deck type: MEAN HEIGHT 1 2 1X8 T&G WOOD Underlayment: Insuladon: #30 FELT TYPE II ASIM D N/A 12" ROO? SLOP[ D E T A I L 3 SLOPED SYSTEM DESCRIPTION Fastener type & spacing: Cap Sheet: Roof Covering: 226• 11" RING SHANK NAILS HOT MDP #90 ASTM D312 SPANISH "S" CLAY Drip edge: 12" FIELD 6" LAPS 2X21 SAVE DRIP TYPE III OR IV .26 GA GALV 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 A (Aerodynamic Multiplier): 0�1 ) - Mg: .4 - = M 17.06PCA: 66.50 (Pmaxl 100.5 x ?. (Ae:odynami: Multiplier): 0.31 ) - M = M jam PCA: F{ 50 (Pmax3: x X (Aerodynamic Multiplier): 0.31 ) - M 5.35 = Mr3: 25.81 PCA: 66.50 Page -2 se. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 9•- 1030.03 Renews 94- 0914.0 EXPIRES: 02/13/00 Raul Rodriguez Product Control Division vv SUITE 1f METRO DADE FLAGLER BUILDII 140 WEST FLAGLER SIRE MIAMI. FLORIDA 33130 -15 (305) 375 -29 FAX (305) 373.2 INTERNET mdcc0$0 shadow.r PRODUCT CONTROL NOTICE OF ACCEPTANCE Altura Tile, Almar (USA), Inc. 6645 Northwest 77th Avenue Miami; FL 33166 PRODUCT CONTROL SECTIC (305) 375.28( Your a pplication for Product Approval of: FAX (305) 372 -63: Altura Tile Nail -On, Mortar Set or Adhesive Set One Puce "S" The Roofing n 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 submiued by: Rolland 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 of 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 pith Florida Building Code. Supervisor THIS IS TH COVERSREET, 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 . "n de County, under the conditions set forth above. APPRO V ED:02 /13/97 1 Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County t 4 6 A pplicant: Altusa Tile Altereria del Turbio, S.A. Barquisimeto, Venezuela PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Prepared Roofing S ub- Category: Tile Nail- on/Mortar Set/Adhesive Set Sib -T pe: Clay System Descri .tioa 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 Ahusa's "Altura S" tile g pfile. Refer to appropriate Product Control ADcrova[s jor 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 111 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. Fernandez General Manager Altusa Tile, Almar (USA), inc. 6645 Northwest 77th Avenue Miami, FL 33166 (305) 471 -5830 Frank Zuloaga Product Control No.: 96 Product Control No.: 96- 1030.03 Approval Date: F ebruary 13, 1997 Expiration Date: February 13 2000 Altusa One Piece "S" t ; 18" PA 112 Tile w 1 " High Profile clay roof the for dune! 1 .4" thick deck or battened nail -on, mortar or Head -lap min, wive set applications. 2 Exposure max. iS Trim Pieces Product Control No.: 96j03o.o3 TRADE NAMES OF PRODUCTS MANUFACTURED Ott LABELED BY APPLICANT Pict D Test Product �-- Swilicatioas Description varies w varies PA 112 Accessory trim, clay roof pieces for use at hips„ rakes, ridges and valley terminations. Frank Zuloaga Plans Pverniw.r o.. ...:.► Product #30 Felt #43 Coated Base Sheet: Mineral Surface Cap Sheet Rainproof!! Mopping Asphalt Flashing Cement Product Control No.. TRADE NAMZS or PRODUCTS MANUFACTURED OTHERS N/A N/A Dimensions N/A N/A NIA Lenzingtex --ZB 140 59" x 164' roll Underlayment 22 lbs/roll 30" x 75' roll 36" x 75' roll or 60" x 75' roll Ice and Water Shield 36" x 75' roll Tat Product SP cif, 1 D ���� lon ASTM D226 Saturated organic felt type ll to be used as a nailed anchor sheet. ASTM D 2626 Saturated and coated organic base sheet for single or double ply undesiayment ASTM D 249 Mineral surfaced asphalt roil roofing for use as a top ply is a double ply `nderlayment system. PA 104 Single ply, nail -on underlayment. PA 104 PA 103 ASTM 312 type III or IV Single ply. nail -on Underlayment w 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 undertuyment system. ASTM D 4586 Cut back, asphalt based, asbestos free, fiber reinforced, trowel grade cement for repair and flashing applications. generic generic Man u factu.rer generic generic generic Lenzing Performance, inc. with current PCA Protect -O-Wrap, i 2" with current PCA W.R. Grace Co. with current PCA Asphalt Primer N/A D Al Cut bade, t based wag used to generic facilitate bonding of dissimilar materials. Roofing Nails Ti n Caps Wood Battens Roof Tile Mortar ("TileTiten ") Product Di Tess Product • A ftsEijo4 Ma v et rer min. 12 ga, with PA 114 V," head Aanulu ring shank, Appendix E hot dipped, dectro or mechanically geiv. rooting nails for use in uyment attachment min. 32 ga. min. I' /," o.d. max. 2" o.d. PA 114 Appendix E Corrosion resistant circular disc for use in underlayment aaachment ve rt leaf Wood Preservers m 1 " x 4" Salt pressure treated Institute LP - 2 or decay resistant horizontal lumber battens min. 1" x 4" for use with vertical battens or min. 1" x 2" for use alone Hurricane Clip & gips s Faseners ` PA 114 Corrosion resistant min. %" width Appendix E bronze, aluruinum, min. 0.062 thick stainless steel, CI_y...Fastener5 galvanized steel or min. 8d x i' /.° plastic attachment dips for supplemental tile attachment. Clips are installed with corrosion resistant roofing nails compatible with the clip. A hurricane clip is required on all nail -on cave tiles. Frank Zuloaga OI._. r • Product Control No.: 9�6.1030.o3 generic genetic generic generic N/A PA 123 Prepared mortar mix Bermuda Roof designed for mortr set roof tilt Company. Inc. with current PCA applications. i jh uct Diaeio Roof 'Me Mortar N/A ( "Qua:rasa Roof rat Martyr 011401 Roof Tile Adhesive ( "Polypro AH 160") Valley Flashing Drip Edge N/A min. 26 ga. Mill. 16• width min. 26 ga. min. 2" face flange min. 2" deck flange Tat PA 123 Product Prepared mortar mix designed for mortar see roof the applications` See PCA Two cwt polyurethane adhesive designed for adhesive set rooftik applications. ASTM A 525 Galvanized steel valley flashing PA 111 Galvanized steel drip edge Product Comet No.: 96 1030.03 Manufacturer QuBcrete Construction Products with current PCA Polyfoarn Products, Inc. with current PCA generic generic Tess A.�' Testwe Craig Laboratories & Consultants, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies Red land Technologies Redland Technologies The Center tor 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 Gab. #AAP -2 7161 -03 Appendix III 7161 -03 Appendix 11 Letter Dated Aug. 1, 1994 Wind Tunnel Testing PA 108 (Nail-0n) P0631 -01 Wind Tunnel Testing PA 108 (Mortar Set) PO402 Withdrawal Resistance Testing of screw vs. smooth shank nails 7161 -03 Static Uplift Testing Appendix i11 PA 102(A) 94 -83 94 -034 25- 7200 -1 Project No. 307025 Test #MDC -78 T om, N�eiReeart • ASTM 1167 Static Uplift Testing PA 102 Wind Tunnel Testing PA 108 (Nail -On) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) Dec. 1991 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Dec. 1991 April 1994 Product Cootrol No.: 96 May 1994 Static Uplift Testing Feb. 1995 PA 102 (Quick -Drive Screws, Battens) Wind Driven Rain PA 100 Oct. Date Oct. 1994 SUMS Deck Type: Wood, Non - insulated Deck Description: New Construction 1 ' 6 2" or greater plywood or wood plank. SYSTEM A: Counter- Batten Application Slope Range: 2":12" to 7 ":12" Note: Counter - Battens, as noted than 4":I2" below, 2 " :I2'• to less t 'are required for slope range 2 ":l2 ". For t and are optional for slopes of 4 ":I2" to exceeding 7":12", refer to System C. underlayment: Install underta yment system in compliance with Dade County Application S tandard PA 118. Vertical Battens: Install vertical battens in compliance with Dade C PA 118 ounry Application Standard Horizontal Battens: Install horizontal battens in compliance with Standard PA 118. Dade County Application 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, 's /,~ plywood s- P Y� ood is an acceptable substrate. craaua Lontrol No.: 96403043 t i SYSTEMS (Coedrwiut Deck Type: • Wes, Non- insula1ed Deck Description: New construction H/ or greater plywood or wood P lank. SYSTEM B: Direct Deck Application Slope Range: 4 ":12" to 7":12" Note: System B is only acceptable in this slope 4 ":12 ", refer to System A. For slopes range. For slope= less than System C. 1 ° excess of 7":I2", refer to Underlayment: jnsull undcria Yment system in compliance with Dade County Application Standard PA I I8. Roofing Tile: Install file in compliance with Dade County Application Standard PA 118. (See *Data for Attachment Calculations" included in this ApprovaL) 1. For re -roof applications, n /,." plywood is an acceptable substrate. Comments: rTPaua control No.: .*1 A3_ Deck Type: Deck Description: SYSTEM C Slope Range: Underlayment: Horizontal Battens: Roofing Tile: Comments: Product Control No.: 96 1030.03 SYSTEMS (Co r w) Wood, Non- insulated New construction "/,:" or greater plywood or wood plank. Horizontal Batten Application 4 ": or greater Note: Horizontal battens, as noted below, are of 7":12" and are optionsl for slop required for slopes is excess o t4 ":I2" to 7":12". For slopes less than 4":12", refer to System A. Install underlayment system in compliance with Application Standard PA 119. Dade County Install horizontal battens in compliance with Dade County Application Standard PA 119. PP n Install tile in compliance with Dade County ($ee "Data for Attachment Calculations" included in this Approval.)rd PA 119. I. For re -roof applications, "f,_" plywood is an acceptable substrate. . i • L'i; Roc'ling Tile: Cofumeats: SYSTEMS (CoN7INUED) Deck Type: .Wood, Non - insulated L)‘:ck Description: New construction ' 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 of 7 ":12 ", refer to System C. range. For slopes in excess install underlayment system in complianc with C: + _'gi ant, Standard PA 120. (See System Limitation ..v.5.) Application Install tile in compliance with Dade County (See "Data for Attachment Calculations" included i p his t A p po�d d P A 1 �0. 1. For re -roof applications, '1/3:" plywood is an acceptable substrate. Frank Zuloaga ( t i L+xtuot No.: iQ30 r Altuiss 'S' Tile Alhisa 's Tae Tile Profile so.% r vit gITACHMI VT CA LCttl.ATtONS Table 1: Aerodynamic Miitipliers - X (fN) X (fts) Batten Application 0.29 Table 4: Attachment Resistance Expressed as a Moment • M (ft - lbf) from PA 101 Testing Tile Tile Profile Application Mortar set Adhesive set X (ft') Direct Deck Application 0.31 Table 2: Restoring Moments due to Gravity - My (ft,lbf) from PA 102 Testing Tile. Profile �i Battens Battens Direct Deck Direct Deck Battens 4.20 Direct Deck 5.03 7':12" or greater Battens Direct Deck Direct Deck 4.40 Battens 5.16 4.08 Table 3: Attachment Resistance from PA 102 and PA 102(A) Testing meat - Mr (ftabf) TILE APPROVED APPROVED APPLICATION NAILS SCREVVS 1 nail Battens N/A 1 screw N/A 2 screws 26.80 APPROVED FIELD CLIP WITH: 1 nail N/A 2 nails APPROVED EAVES CLIP WITH: 34.90 N/A Direct Deck 6.20 8.40 28.70 58.20 21.20 � isa 1. Quik -Onus screws installed in two manufactured holes , - 26.90 located 1 /� and 1 from the head of the lice. Attachment Resistance 24.50 66.50 0:L MF3R 6 97 • • Product Control No.: 964030.03 10 PROFILE DRAWING ALTUSA "S" CLAY ROOF TILE DOVE TAIL LOCKS 13 J � i d ! a* • . 4 4 11 C • • BIRD STOP .11•■■•■■•••••••• PROFILE DRAWING ALTUSA "S" CLAY ROOF TILE ACCESSORIES NAIL HOLE 14 , 10111••■•■ I Product Control No.: 96403043, GABLE-RAKE PROFrcu DRAWING APPROVED Scxiw I5 Freak Zukaga Plant f.tq...:... w Product Control No.: 96- 1030.03 `. • SYSTEM LIMITATIONS .1 $ Product Control No.: 96403043 1. The standard minimum roof pitch for Afusa "S" high profile tile shall comply with Dade County Application Standards PA 118, PA 119 or PA 120, depending on the method of instillation. 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 oudined jn 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, in compliance with Dade County Protocol PA 106, shall be performed. 5. For mortar set tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch unless stated otherwise by the underiayment material manufacturer's published literature. 6 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 7. Applications for roofing permits shall include a completed Section!! of the Uniform Building Permit, a copy of Pioneer's current specifications and details, a copy of this Product Control Approv 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 'N. 16 • Altusa Tile, Almar (IJSA), Inc. 6645 Northwest 77th Avenue, Miami F1 33166 ebrA 13 1997 EXPIRES • • eb rrra 13 2080 NOTI E • FA C t ANCE STAND ; . ONDMONS I . Renewal of this Acceptance (approval) shall be considered after a the origins! submitted documentation, renewal application has. been filed and than :eight (8) yam, on, including test supporting data, engineering docent:, are no older 2. Any and all approved products stroll be the following statement: "Dade Coon permanently labeled with the manufacturer's name, city, state, and conditions of this Acceptance, ty Product Control Approved ", or as specifically stated in the specific 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Buildin this product and the product is not in compliance h Cede affecting the evaluation of with P b) The product is no longer the same the code changes; (identical) as the one originally approved; c) If the Acceptance holder has not including the correct installation of the product of this acceptance, d) The engineer who orig initiall su ly prepared, signed and sealed the regisi documentation Y bmitted , is no longer practicing the engineering profession. 4. Any revision or change in the that automatically be cause for term' mss. use, and/or manufacture edit product or process shall ination of this Acceptance, unless prior written (through the filing of a revision application with appropriate fee) and granted by office. requested 5. Any of the following shall also be grounds for removal of this Accep a) Unsatisfactory performance of this b) Misuse of this Acce p tartce assn endorsement of any other purposes. Y Product, for sates, advertising or any 6. The Nonce of Acceptance number expiration date may s dis !a preceded by the words Dade County, Florida, and followed by the displayed, the it shall be P Yed to advertising literature. If any portion of the Notice of Acceptance is done in its entirety. ■ 7. A copy of this AcceptanCe as well as approved drawings nd other d Provided to the user by the manufi °���• where it applies, shall be site at ail times. The copies need no be es a dii distributors and shall be available for inspection at the job resealed by the e engineer. 8. Failure to comply with any section of this Acceptance shall be cause for t ermination and Acceptance, removal of 9. This Acceptance contains pages 1 through 17. END OF THIS ACCEPTANCE Product Control No.: 193 ACCEPTANCE NO.: 96- 1030.03 APPROVED ' MAR 20 '96 17:17 FROM BRADCO MIAMI LATIN • htrTRO Poly foam Products, Inc. 2400 Spring - Stuebner Road Spring, Texas 77383 ' APPROVED: OR 2 1 1995 TO 6883623 METflOPOLITAN DAI)E COUNTY. FLORIDA METRO•DAOE FLAGLER BUILDING PRODUCT CQNTRQL LIQTI( n T+ AC'CF T N E PAGE.001'014 •OU %LDING CODE COMPUANCE DEPARTMENT SUITE 1603 METRO.DAOE FLAGLER OUtLDING 140 WE5r FLAGL.ER STREET MIAMI. FLORIDA =OM= • (305).375- 0I FAX (305) 37s -290e � H t eet 'rile AdhttiYe under Your application for "Product Approval of polytoem CL "Pol ' erodu Y nre -- 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 The Center for Applied Engineering, lac. and Mites Laboratories Polyesters Division has been recommended for acceptance by the Building Code Compliance Department to be used in Dude 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 g. If product or material fail to perform in the upproved manner, the Code Compliance Department Y or suspend the use of such product or material immediately. The Building Code Compliance Dcparunent 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. The expense of such testing will be Incurred by the Manufacturer. PRODUCT NO. ACCEPTANCtNO.: 503 t Q I % 1 Rodrigu APR 2 7 19 9 8 oduct Control Division EXPIRES: Supervisor �i - PLEASE NOTE - THIS IS TUIE COVERSI1EET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDIT ONS. BUILDING CODE COMMITTEE This app Product for I roduct Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Cade Committee to be used in Dade County, Florida under the conditions set forth above. .E-. • irector Building Code Compliance Deparuneat Metropolitan Dade County :'1AR 20 '96 1 7 : 1 8 FROM BRADCO MIAMI LATIN ApplicartU Polyfoam Products, Inc. 2400 Spring - Stuebner Road Spring, Texas 77383 -1132 1 TO 6883623 PRODUCT CONTROL NOTICE .3F ACCEPTANCE ROOFING COMPONENT .APPROVAL Contact: Pat Murray P.O. Box 1 132 Spring, Texas 7'7383 -113 (713)350 -8888 1 ?ax: (713)288 -6450 C.ategow: Roofing Component Sub - Category; Fastening/Adhesive Roof Tile Adhesive allay= Two Component Polyurethane System Description Polyfoam Products, Inc., produces two-component expanding polyurethane adhesive for the attachntent of clay and concrete roof tile. Polypro®: AH160 is specially designed for application of concrete and clay roof tile over a variety of roof deck substrates and underlayment materials. PP proprietary Foarnpro® RTF1000 dispensing equipment. Approval of Polypro® adhesive is applied with ro rictary t� RTF1000 dispensing equipment. this product is specific to the two component mix and Foamp Alternative methods of dispensing will require a revision to this approval. Polypro®adhesive shall be applied 'Qualified Aplicators', licensed by Polyfoam Products, Inc. ' ied onl Y by Y Q Certificates and identification cards are issued to applicators upon successful completion of a application training program. Approval of this adhesive system i:t contingent upon application by a 'Qualified Applicator. PAGE.0027014 Product Control No.: 95-0114,10 Approval Date: APk? 3 1g95 Expiration Date: AP R 2 7 1998 p_cpuct Potypro® A1-1160 Foampro® RTE 1000 rrc i'; :Hu V i!! r1I'i 1 LHT1IV TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Dimcnsim N/A N/A Test PA 101 TO 6883623 PAGE.003 /014 Product Control No.: 95- 0314.1Q Product scr ntjan Two component polyurethane Se Detail Attached Dispensing Equipment Raul 4 4driguez 'AR 20 '96 17:19 FROM BRADCO MIAMI LATIN Miles Laboratories NB- 589 -631 Polymers Division Compressive Strength Closed Cell Content TEST REPORTS Test Agency Test Identifier ISt Name/RepQEt Center for Applied #94 - 060 Metro Dade Protocol lY4/08/94 Engineering PA 101 TYPICAL PHYSICAL. PROPERTIES Property Tai Density ASTM D 1622 1.6 lbs /ft' ASTM D 1621 18 P31 Parallel to rise 12 P3I Perpendicular to rise Tensile Strength ASTM D 1623 28 P31 Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft Moisture Vapor ASTM E 96 3.1 Perm / Inch Transmission ASTM D 2856 86% TO 6883623 PAGE.004/014 Product Control No.: 95-Q114,10 ,0.STM D 1623 02/01/94 Res ults Dimensional ASTM D 2126 +0.07% Volume Change ® -40' F., 2 • : Stability weels +6.0% Volume Change ct 1 S8"F_, 100% Humidity, 2 weeks Note: The physical properties listed above arc presented as typical average values as determined by accepted ASTM test methods and arc subject to normal manufacturing variation. MAR 20 '96 17:20 FROM BRADCO MIAMI LATIN SYSTEMS Deck Type: Wood, Non - insulated, New Constniction/Reroof Deck Description: New constriction 10 / 3: " or greater plywood or wood plank. Re -roof "1, or greater plywood SYSTEM A: Adhesive Set Application Slope Range: 2 ":12" to 7 ":12" TO 683623 FRGE.005 /014 Product Control No.: 95-0314,10 Underlayment: ' Install choice of Approved unde:•layment system, noted on Page 1 of Dade County Protocol PA 120, in compliance with Section 3.02 of PA 120. Roofing Tile: Install Approved tile system in compliance with PA 120. Adhesive shall be applied in compliance with tha Component Application section and the corresponding Placement Details of this Roofing Component Product Control Approval. The 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 adhesive attachment data is noted in the life Roof System Assembly Product Control Approval. Comments: 1. For re -roof applications, minimum "i plywood is an acceptable substrate. 2. All 'System Limitations' noted in the tile Roof System Assembly Product Control Approval shall apply. 5 I rZt/(-/7 • • MAR 20 '96 17:20 FROM BRADCO MIAMI LATIN • SYSTEMS (Co rw4uE0 Deck Type: Concrete, Ncw Construction/Reroaf Deck Description: SYSTEM B: — . Slope Range: Undcrlaymcnt Waterproofing: Roofin: Tlc: New construction Adhesive Set Application 2 ":12" to 7 ":12" or TO 6883623 PAGE.006 /014 Product Control No.: 95 -03 14.10 Install Approved underlayment sy: itern of one of the following: Underlayment System #1 (30/90 Hot Mop) noted on Page 1 of Dade County Protocol PA 120, installed in compliance with Section 3.02(A) of PA 120 Any Approved urethane or asphalt based concrete waterproofing component installed in compliance with the waterproofing component manufacturer's Roofing Component Product Control Approval. Strips of reinforcing fabric shall be installed at all concrete deck joints. Install Approved 'tile system in compliance with PA 120. Adhesive shall be applied in compliance with tht: Component Application section and the corresponding Placement Details of this Roofing Component Product Control Approval. The 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 adhesive attachment data is noted in the , :tie Roof System Assembly Product Control Approval. Comments: 1. For re-roof applications, minimum " /, : w plywood is an acceptable substrate. 2. AU 'System Limitations' noted in the tile Roof System Assembly Product Control Approval or waterproofing component Roofing Component Product Control Approval shalt apply, as applicable. 7C i i . COMPONENT A PPLICATION 7 Product Control No.: 95-0314.10 Po l yp r o®AH 160 tile adhesive shall only be applied over an underlayment installed in compliance with applicatiod instructions detailed in its Com P 1•� Approval.. in Underiaymetn: shall be any Dade County Protocol PA 120. underlayments or underlayment systems listed as A Q . . Adhesive app lication shall in all be iccordance with the instructions provided in this Component .Approval, the manufacturer may provide additional instructions subsequent to this proyal date approval and which shall prevail. Installation must be by a Factory Trained 'Qualified licensed by Polyfoam Products, Inc. ;, Ca libration of the Foampro® dispensing equipment - e; required- before application otain a dhtween The mix ratio between the "A" component and the B shall per tile as 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to �tw'tthout$cevtsion of thin Component determined at calibration. No other settings shall be PP Approval. 4. Adhesive shall be dispensed in a 17 in to 23 in pad at time of application. The cured pad shall be ils' with the 'Placement Deta approximately 5" x 12 ". Foam placement shall be in accordance wires a s laic ten et as provided in this Component Approval. Each n tes: a tile system compliance with PA 101 and noted in Table 1, below. A tile manufacturer may te add an additional detail without incurring an additional revision cost- 5. Adhere tile directly in freshly applied adhesive. Tilt: must be set within 2 to 3 minutes after foam has been dispensed. 6. Adhesive shall be placed to create contact with minimum 2 tiles, as outlined in the 'Placement Detail' for each tile profile. Table 1: Adhesive Placement For Each Generic Tile Profile Placement Detail #1 #2 #3 #5 1 Tile must be applied within 2 to 3 minutes of Polypro® AH 160 adhesive shall be installed by Polyfoam Products, Inc. SYSTEM LIMITATIONS 3. - For adhesive set tile applications, a field static uplift test-by a Dade County accredited testing agency, in compliance with Dad$,County Protocol PA 106, shall be required tiz-less than 72 hours after application to confirm tile adhesion. The results of this testing shall be reported to the Building Official and theidstaller stating that the application has passed orfailed PA 106 testing. If the application fails PA' 106 testing, the report shall state which portion of the test was failed; Category I (examination for loose tile) or Category 2 (uplift testing of tile). Subsequent to testing, the installer may' repair not more than 5% of fiek area tiles and 10% of perimeter area (i.c ridge/rake) tile with approved tile adhesive. The in:;tallcr shall place an identifiable marking on each repaired tile for future reference. Any PA 106 re -test shall not include any marked tile. 4. Refer to application drawings published by the National Tile Manufacturers Association for penetrations and terminations, as well as the 'Placement Details' included with this Component Approval. 5. Refer to tile Roof System Assembly Product Comm( Approval for system Approvals with this Component. 6. Refer to the Prepared Roof System Assembly for fire rating. 7. Polypro® AH 160 shall not be exposed permanently to sunlight. 8. Polypro® AH 160 shall be applied with Foampro RTP' 1000 dispensing equipment only. 9 . Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. 8 Product Control No.: 9i-0; to t n the application of Polypro® AH160 adhesive. only by. Qualified Applicators' approved and licensed • • I I •s• • P +..' FOR COVCR ILL PLACEMENT DETAILS 9 zertos sire closuss LUCIA 9OAt0 cftion0l Master point-0 Placement Detail #l: Two-Piece Barrel Profile Raul Product Control No.: 95-0314.10 ' • • 2• : 17.'• Porn ,sd b spelled 2x1 ON tDCE (WV ACOillOS X•WitG IS =OLEO LT t) 2 X 10, Toe* ?ad Ydea 400,44 • c� FASCLA BOARD 00l 1d1NER M. SUAFAC` • RO0/180 FELT 2 -X' 10' Toaut Bad rma n & a1 i,d (EPOK). PRrrmiat ato CLOSURE HALED tHROUGH pt sus ROp/ =Ina OR INTO APPROYCD A0141:31`it PLACEMENT DETAILS (CONTINUEDji Placbment Detail #2: 'S' Sh:ipcd Tile Profile ! E FH0LE Product Control No.:, g5- 0314. PLASTIC =CA� Is MOM 8Y CcCE) aJa 800 Sealant or POOIT -Up wrt atom MOATM Ta WTCat nLt SURF CE (SP r mss) ittURE CCRROSIOX 04.S PLACEMENT DETAILS (CONTINUED) Product Control No.:. 95-03 14.10 Placement Detail #3: Double Roll Profile • 0 L�r • • • • Placement Detail *iv Large Flat Profile PLACEMENT DETAILS (Corcri Um ni i i t.._n 1 1 11 , X 7.O Tom 'Pad HOLE: •FORK CONTACT !S wit int 3 I LES. 1. WC READ' +or ORE ALE 't 'KC UKOERLOCK sac or aDC SET of DC ROOF (MEN lDiEN AL HARING iS RECOUteO • • . iY CCOC) I U 10b6j1523 PE. 0 1 2/0 Product Control No.: _ i -03 a t n • • .f • " NOTE VOAK cOltTACT ` . :. c•- ilOrE: 7OAX SKAtl RIOT Rf.A0i OnTO T4C tfr.AO Or 'ILL W pawZ,IQUS comst CR 'ONTO VHOCALOCX Of w.i. ct?HT TLE. . 1" x 10- rcaia Pid •er.an applied i'.ri►0'..AP • • PLACEMENT DETAILS (CotrrulUED) s340cWTT FASCIA MO/u0) •; -1 Yrociuc., L.ontrol 1‘40.—zGv> 1 I V I. THE tiCAO Of OHt U.L 2. Sft WO13• SIDE 0 A SECOND Zk.E eAXaE da►w SAW= HALF :.Plat Ducat Detail #5:. Small_ Plat-profile • —a. Tim Ma= G T1dt Ott VCMC SR PCani -UP MORTAR 3C0 • •x mu. Mt VOLOVGli aysr ROO Man sY COO a. ,'1AR 20 '96 17:26 FROM ERADCO MIAMI LATIN TO 6883623 - r- • A A. r • .► 1' ..1 � f • AOE .s •t • • f 4 sz t ..:. r • Extensions of Acceptance may be considered after a new application has been filed and the supporting test reports no older than ten (10) years, have teen re- evacuated. . reports of re- testing shall bear the seal. signature and date of an engineer registered in the•State of Florida. Any ... 's ttul ion or change in the materials, use. or nufacture of the product or process shall automatically be•ca } u r se for termination. unless prior approval is granted for revisions or change. • t M •1 3. • Aiiy unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. • 1 • NCLTtCF,SIF ACCFrTANCF. STANDA CONn1T1Q 4. a •This shall not be used as an endorsement of any product for sales or advertising purposes. S. The.:Notice of Acceptance number preceded by he words Dade County, Florida, and followed by the ▪ epiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance Ls displayed. then it shall be done in its entirety. . f • 6. ' "' i i o c approval drawings, where required for permit applications. shall be provided to the applicant by . :;z tl utadurer or his distributors unless otherwise noted in the Notice of Acceptance. The prints need t { not 'rebsealod by an engineer. . • 7. 4 F�ai comply with the Standard Conditions shall be cause for termination of the Approval. I. .1; • : K . t. .... t ; Tlus approval tl supersetles all previous approvals. rs . . • METROPOLITAN DADE COUNTY. FLORIDA METRO.OAOE FLAGLER BUILDING ©UILDING CODE COMPUANCE DEPARMENT SURE 1003 METRO.DADE FLAGLER BUILDING 140 WEST FLAGLER STREET M111M1. FLORIDA 33130.1563 (305) 37S -2901 FAX (30S) 375.2904 Rau odriguez P uct Control Division Supervisor • PAGE.014 /014 • 4 . Is ( _ k. , - 14111.114.0-.....„,= -,:=1 ,,„......-, "... *". '. ....e . ,.. es ,. 1 ,...,„ . 1 1 Al 0 ,-- - - : % TT . , - N-ir w e - rgiatfP..__ ., lli:t7 ,, - ..,.,,,..k . 4 . Ai 4 4 1.- t a . ....., .... ......,.., ,...,,,..„,=‘,:......., '' ti ` t 0 ,& . ...., ,....._-- . Nb.ts) Itiingt09 "'"it'llraii iirerg '1 :=:-,--- ----. ,.., 1....2--. Ole 0 - N. )7- z it e v i l i j t : ,, , ) -4 .6 ,.. ...4.4... ...... =e . 0 ... r FIr),.. r mr , ,,MIE1 E ..rIr r17 ,, C ,,, 7 , 1 , 11 - 17C. , .0 9 MEL 0 T 0 Mt, .rrInrcrreminfuominarmernereon. creremagirrroIrrninrreremmorrernrr , o e .rrecommoncoscrearremrereCOMPECEICCIBCC•CIBEFICOCIDOCCECEECI t ....*,' .. C. 3 HAS SUCCESSFULL COMPLETED THE FOAMPRO® QUALIFIED APPLICATOR TRAINING COURSE AND HAS EARNED THE T1TLE OF APPROVED INSTALLER MOR %%%%% /1121W,97W307179i7OW70228.WW 3333333 Wid MMMMMM 0119WWWOV711327‘211001147 OUW42a23 MMMM Wil3WWWM42134013augiammuwes4aJmEammaammowwwwwwwaawailimacismawasagwastiwma;•wa Lr br t It r 4 7. e ANI•t‘ c 1.1 t 444 A; 4 2) IV■111 ■■ A - FOAMPRO APPROVED INSTALLER Name: Ca cr ea.10 C /44 ,J1 / 4 Location: r t : tiK� .1` POLYFOAM PRODUCTS, INC. P.O. Box 1132 S TX 77383 -1132 Td: (713) 35 Faac (713) 2884450 • e 151 152 153 154 155 156 157 First Name '..milio Last Name Marrero . _ Commny_ EMpire Construction & no/. Corp. Empire Construdion & Dev. Corp. Address __ ..... .... __. .._ __.._ 6000 N. W. 153rd St. 6000N. W. I 53rd St, ... City Miami Lakes Miami Lakes Miami Miami _ Miami Miami_ Miami _ Miami 11iileah I lialeah I lisicah --- Count .. y _ )ade Nide de -- dc ade ade 1 adc IS adc Stale .._ .._ FI. FI. --- fi. - FI. Fl. F1, FI. Fl. -- F1. -- I , . • ; I ; . . . , . . . . co, . Z1p_Code A/C & Phone ft 305 - 693-6326 305 - 693-6326_ -- 3 - 63 - - -- 5 - 9 - 1-8686 305 - 598-8686 A/C & Fax 01 305 - 557-1457 305 - 557-1457 3 - 305 - 598-0189 Qualified 10/26195 10/20/95 -- 8i24/974 8/24/94 8/24/94 12/19/94 8i24/94 8/24/94 i 11/29195 11/2 33014 33014 --- TiBZ . 33156 33156 33156 'arlos 'rank Restrqm Kacgi I , ._ - con . Pala Executive R Inc. Executive Rfing, Inc_ _____ oo_ - 8022 S.W. 89th St. 8022 S.W. 89th St. 8022 S.W. 89th St. 8022 S.W. 89th St._ 8453.■V.46ik§i. 8425 S.W. 46th St. 590 W. 34th Pl. 590 W. 34th Pl. - 590 W. 34th Pl. _ 590 W. 34th Pl. 590 W. 34th Pl. lose . Thgc1 )arid _ !aria Executive Roofing Inc. 305 - 598-8686 305 - 598-8686 305 - 598-0189 305 - 598-0189 301 iii 305 220-1114 . 363 -1/5-336 305 - 825-9570 303:153 Pcna Fajardo _ . _ Fajardo Biamenido _ Executive RoofmgInc._ Fajardo Roofing tajardo Roofing 33155 33155 305 - 223-9452 305 305 - 3ii-i§14 305 - 557-8934 -- 18 - 5 .- ..35 - 7-8434 158 159 160 161 162 163 164 165 166 167 'nail . . . Icsus Felix & Sons Roofing Inc. Felix & Sons Roofing Inc. Felix & Sons Roofing. Inc. Felix & Sons Roofing. Inc. - ------ Felix & Sons - Roofing. Inc. Made 15a - 33062 __ 33062 - 3366 - 2 -- ahlo Antonio FcIix RoIando fViuor Loraizo Peron Perez Reyes - Ilia lealt Ilia kali ill ade I 3ade FI. FL 33062 33 305 - 557-8934 305 - 825-9570 - 503 -- - -- 823-§3/ii 305 - 825-9570 305 -125-9376 11/29/95 1 1/29795 --- 1 - 1i29/75 - 11/24793 305 - 557-8914 :sole' . loan forge Vernando R odriguer. Suarez Felix & Sons Roofing. Inc. Felix & Sons Roofing , Inc 590 \V. 34th Pi. W 590 . 340 PI. ilialcah Ilialeah l)adc 1)adc FL FL 33062 33062 305 - 557-8934 305 - 557-8934 Morales Florida Roof Ted) 1509 W.34 Pl. 1509 W. 34 Pl. I lialeah Hialeah 1 ade 31adc FI. Fl. 33012 33012 305 -557-9685 305 - 558-4883 1/16/95 1/1/95 Panmso Florida ,Roof Tech 305 - 557-9685 305 - 558-4883 168 kotonio 169 larcial Rodriglrez - - Rodriguez Jr. Florida Roof Tech Florida Roof Tech 1509 W. 34 Pl. 1509 W. 34 Pl. Ilialeah I lialeah 1 ade ade FI. FI. 33012 33012 305 - 557-9685 305 - 557-9685 305 - 558-4883 1/16/95 7/21/94 305 - 558-4883 170 171 172 173 larcial forge Rodriguez Sr. Florida Roof Tedi Florida Tile Systems, Inc. 1509 W. 34 PI. I lialeah _ _ iGicah II ride _ • a e - ._ . Fl. FIT _ 33012 --- ii - oii -- 305 - 557-9685 _ ____ _____ 305 - 889-1155 305 - 558-4883 r 7/21/94 _. 1/23/96 Diaz - ___ .. . _ - -- 611 . 1 , itITSV. _ _ - lotx . 1' gelio German _ licrnandez Florida Tile Systems, Inc. Florida Tile Systems, Inc. Florida Tile S_y_s_tenu, Inc. 65 E. 34th St. 65 E. 34th Si. 65 E. 34th St. 65 E. 34th St. Ilialeah I lialeah llialcah Ilialcah !lobe Sound !lobe Sound _ ....d un llohe So . ...._.__ . ... Hobe Sound Boynton Beath 13oynton Beath IS a e ), a e ■Pade i adc Fl. FI. Fl. FI • ' ; • • LA.. • , i tT. ir. ;17 . I 1 33013 33013 33013 33013 33455 33455 - 33455 . _ 33455 33435 33435 305 - 889-1155 305 - 889-1155 305 - 889-1155 305 - 889-1155 407 - 546 407 • 546-4586 407 - 546-4586 407 - 546-4586 407 - 371-1348 1/23/96 1/23/96 1/23/96 1/21/96 2/8/95 2/6/93 174 175 - rancisco I:mill° lames 'Wye 1ton . ;lam hloralcs Sans - Florida Tile Systems. Inc. 176 177 178 179 180 181 Frampton Frt.-glee iek .lacksia t Wilson Frampton Roofing. Inc. _ Frampton Roofing, Inc. Framptn o Roofing, inc. ..... . Frampton Roofing Inc. 5 861 S.E. nno - - lbat Pl. ... . .. 146.1) S.F.. Alabama 11. 8635 S.E. Alabama P l. .... .. 8635 S.E. Alabama PI. 819 Shore Dr. 819 Shore Dr. fart in art in _ a n in 407 - 546 407 - 546-4586 407 - 546-4586 9/12/95 9/12/95 9/24/94 7/24/95, _ !artist Palm Beach Palm Beach 407 - 546-4586 407 - 964-8080 407 - 964-8080 lichacl R._ _ [ems Cale____ ----- Ca - s - lifia Frank Hader Construdion Frank Bader Construction 407 - 371-1348 182 '3111 183 f amon _ 18-1 Duane 185 liguel Diaz DeLeon _ Alum/ Carho Frank Bader Construction ... ....._____ _. Fittscher Roofing 819 Shore Dr. - 24 f i .'W. 1 Ct. Boynton Math Miami - Palm 13cach bade H. • 11. 33435 -- - 33175 407 :3711348 303 - 223-7403 407 964-80110 305 - 227 4/10/95 12/19/94 Futscher Roofing__ Futsdter Roofing Futschcr Rooting Futscher Roofing Futscher Roofing 2411 S.W. 128th Ct. 2411 S.W. 128th Ct. 2411 S.W. 128th Ct. Miami Miami Miami Miami hiiami - Miami - Kliami _ . _ Miami _ Mi ami Miami Dade Dade Dade pade Dade ____ Dade Dade - Dade Dade Dade FI. FI. Fl. FI. Fl. ._____ FI. . Fl. FL Fl . FI. Fl. - FI. Fl 1 Fl 11 11 33175 305 - 223-7403 305 - 227-8432 12/19/94 12/19/94 8/24/94 12/19/94 12/19/94 ._.... 12/19/94 12/19/94 . _. __ 12/19/94 _—_ 12/13/95 12/13i95 Costa Fritsch= Portal° 33175 33175 305 - 223-7403 305 - 223-7403 - 305 305 - 227-8432 305 - 227-8432 305T 305 - 227-8432 305 - 227-8432 305 - 2 27-8432 ___... 305 -227-8432 186 leve 187 lose 2411 S.W. 128th Ct. 2411 S.W. 128010. 2411 S.W. 128th Ct. 2411 S.W. 128th Ct. 2411 S.W. 128th Cl. 47 78 147th St. 761 N.W. S 781 W. 147th St. 33175 33175 -- __ 33175 33175 33175 33168 _ _ _ - 33168 .223-7403 305 - 223-7403 ____ 305 - 223-7403 305 - 223-7403 ._ ___ 305 - 223-7403 305 - 681-8771 305 - 681-8771 188 dgarriguez ..__ do . . _ 189 .xtuis Rod Teller Futsdier Roofing --- - Futsdicr Roofing 190 1'9 192 193 194 19S 196 197 198 199 2011 ustavo , :..rik Valencia V tzt alaiela _ Futscha Roofing_ G.C. Tile Co. _ _ . G.C. Tile Co. • rd crao . _. Victor 'ar los Hedy lose NI itarles ircg 1 N.mins A Ire%..r . Calzadilla l 305 - 681-877T 305 - 681-071 _ Del Rosario . _ Gramajo . _ Vazquez G.C. Tile Co. C.C. Tile to. 781 N.W. 147th St. 781 N.W. 147Ih St. 9420 Lazy Lane - Bay A-I4 9426 1... Lane - I3ay A-14 9420 Lary 1.-me - Bay A 4 942111 Lane - Bay A-I4 Q.120 1-u I .,,I, 11.1v A 14 Miami Miami )ade Dade 33168 - iii6 - 8 - _ 33614 33614 33614 31614 Iv, 1 305 - 681-8771 iiif - - - i - -iiii 305 - 681-8771 363 - -iiiiiiI1 - 12/13/95 - 12n3/ - 95 __ Barclay _ Coxon Madiado Pula l'elcutagle G.M. Coxon Tile . _ GM Coxon Tile G M Coxon 1 ilc G Ni Cox on 1 de G NI CO \ iml I IIC Tampa Tampa Tampa 1 amps I Imp. lillsborougi lillshorougl fillsborimg1 lliIImh .,rotigi 1 lilkl.,:r 813 - 931-1516 813 - 931 813 - 931 -i 3 i6 813 -911-1516 911 ,-,`■ •,,, 813 -930-9469 813 :69 813 - 910-9;169 RI3 - 930 . 6/13/95 6/13/95 6/13 6/?) )S Page-4 Qualified Applicators 2/1) 96 MOnt76 METROPOLITAN DADE COUNTY. FI-OfIOA M[:TnO•OAOE FLAGL J 1 OUILDING GAF 'laterials Corporation 1361 Alps Road Wayne. NJ 07470 Your application for Product Approval of GAF Materials Corporation Modified Bitumen Roof Systems 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 u submitted by Construction Research Laboratory, Inc., Factory Mutual Research Corporation, South Florida Teat Service, Underwriters Laboratories, Inc. and Dynatech Engineering, 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. The expense of such testing will be incurred by the Manufacturer. PRODUCT NO.': ACCEPTANCE NO.: 91 - 033106 EXPIRES: NOV 1 n 1997 - PLEASE NOTE - THIS IS THE COVERSHELT. SEE ADDITIONAL PAGES FOR SPECIFIC AN1ItI CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade Co ut�pk(duiDtl94► Compliance Department and approved by the Building Code Committee to be used in Dade Co uea®lil0Nr the conditions set forth above. APPROVED: C) (WILDING CODE COMPLIANCE DEPARTMENT SUITE 160.7 MEMO-DADE FLAMER BUILDING 140 WEST FLAMER STREET MIAMI, FLORIDA 33130 -1543 (306) 775.2901 PRODUCT CONTROL NOTICE OF ACCEPTANCE FAX twos) 75-2909 L Rodriguez N. Product Control Divilon p rey. Supervisor i •., ales Danger, P.E., Director Building Code Compliance Department Metropolitan Dade County Applicant: GAF Materials Corporation 1 361 .Alps Road Wayne. NJ 07470 SYSTEMS PRODUCT CONTROL NOTICE OF ACCEPTA.`"CE ROOFING SYSTEM APPROVAL Categoryy, Membrane Roofing System Sub - Category; Built -up Roofing e Modified Bitumen Sub -Type; SBS, APP System Description Product Control No.: 95- 0330.06 Approval Date: MAY 0 4 1265 Expiration Date: NOV 1 0 1 g 9 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. In su latieruypes: Fibrous glass Perlite Fiberboard Polyisocyanurate Expanded polystyrene (EPS) Polyisocyanurate Composite Board ,Maximum Design Pressures Materiaj Design Pressure Wood -60 psf Steel -75 psf Concrete -248 psf Lightweight Concrete -45 psf Poured Gypsum -45 psf Maximum Fire Classification Materiaj Classification Wood • Cuss A Steel Class A Concrete Class A Lightweight Concrete Class A Poured Gypsum Class A Product Control No.: 95 0330.06 Note: Fire classification and maximum design pressures do not reference all assemblies over deck types. Review system listin for design pressures and the Underwriters Laboratories Roofing Materials Directory or other approved testing agency lisdng directory for Fire Classification. 3 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Product Control No.: 95 0330.06 Test Product T - duct Dirrle^si.Th S,ec,r ..catioq Descrip!ior1 ...beroid® 1 sq. roil AST11 D 5147 Heavy .:::t polyester reinforce,:. Smooth 87 lbs. asphalt modified bitumen membrane. Ruberoid® Torch 3 /4 s roll Plus (Granule) 93 Ib. roll Ruberoid® Torch 1 sq. roll Granule 102 lb. roll Ruberoid® Torch FR Ruberoid® Mop Plus (Granule) Ruberoid® Mop FR Ruberoid® 20 Ruberoid® 30 FR 1 sq. roll 102 lbs. 1 sq. roll 105 lbs. Ruberoid® 30 1 sq. roll 92 lbs. 1 sq. roll 92 lbs. Ruberoid® Mop 170 FR 1 sq. roll 103 lbs. ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane. ASTM D 5147 Asphalt impregnated, coated felt, surfaced with mineral granules. 3/4 sq. roll ASTM D 5147 Non -woven polyester mat coated with 90 lbs. • fire retardant polymer modified asphalt surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Ruberoid® Mop 1 sq. roll ASTM D 5147 Non -wo% en polyester mat coated with C-anule 103 lbs. polyme: Aodified asphalt and sur:a::d with mil:cral granules. ASTM D 5147 Non -woven polyester mat coated with fire - retardant, polymer modified asphalt surfaced with mineral granules. 1.5 sq. roll ASTM D 5147 SBS modified asphalt base sheet reinforce with a glass fiber mat. ASTM D 5147 Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non woven fiberglass mat coated with fire retardant, polymer modified asphalt surfaced and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire retaruant polymer modified asohalt surfaced with min 1 u 4 Raul Rodriguez Pteace2=,,;:i G.AF'iLASZ Strata�enr. (Vent Ply) for Nai lable Decks. GAFGLAS PIy 6® GAFGLAS PIy 4 ,LAS r#7 GAF Materials Corporation Asphalt Concrete Primer GAF Materials Corporation Fibered Aluminum GAF Materials Corporation WeatherCoatm Emulsion GAF Materials )ration •.,. e.,:her Plastic Cement Dimensions 3''36" 69 Ib. roll GAFGLAS® Y x 36" Stratavent® (Vent Ply) 69 Ib. roll Perforated 3' x 180' 45 Ib. roll 3' x 180' 40 Ib. roll .: O8' 75 Ib. roll GAFGLASS 3' x 36' Mineral Surfaced 76 Ib. roll Cap Sheet 5, 55 gallons 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 5 gallons ASTM 1227 Surface coating for smooth surfaced roofs. 1. 5 gallons Test Specification AST`t D 4897 D 3672 Product Control No.. 95- 0330.06 Product Description Fiber glass case sheet impregnatec coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D 4897 Fiber glass base sheet impregnated and D 3672 coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D 2178 Type VI asphalt impregnated glass ,<<t with asphalt coating. ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt coating. ASTM li 4601 Asphalt ii.... regnated and coated g:. ..ss mat basc s..cet. ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. ASTM D 41 Asphalt concrete pruner used to promote adhesion of asphalt in built - up roofing. ASTM D 3019 Refined asphalt blended with a mineral AST'1 D 3409 stabilizer _nd fibers. Permits adhc •�t n to wet anu dry surfaces. 5 Raul Rodriguez Product Red Rosin Rooting Nails Tin Caps T� pe `C Gypsum Sturdi -Top al MB aluminum roof coating Grundy Industrial Emulsion 014 Roofgrip Gripdek Fastener Premium Metal Plate Standard Plastic Plate Karnak No. 169 Karnak 97 Barrier Board Plus various Test Product Dimension= Specification Description various Minimum # PA 114 12 • Min. 32 ga. x 1 arious various PA 110 3" square 3" round PA 121 PA 121 PA 114 Insulation fastener steel, ITW Buildex wood or concrete decks PA 114 PA 114 3" square galvalume AZ55 ITW Buildex . stress plate PA 114 Rosin paper for barrier layer on wood decks Wood fiberboard Aluminum roof coating Asphalt emulsion Insulation fastener Polyolefin plastic plate ASTM D 2824 Aluminum roof coating PA 121 Roof coating PA 110 Polyisocyanurate foam / wood fiber insulation 9 Raul Rodriguez Product Control No 95- 0330.06 Manufacturer generic Corrosion resistant annular generic ring shank nails Corrosion resistant circular generic discs. Fire resistant rated tis generic Georgia- Pacific Grundy Industries Grundy Industries ITV/ Buildex ITW Buildex Karnak Corp. Karnak NRG Barriers, Inc. Membrane Type: SBS Deck Type 1: Wood, Non - insulated Deck Description: '',:" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: Maximum Design Pressure: -60 psf. One ply of GAFGLASi Ply 4, GAFGLAS® Ply 6®, GAFGLAS® 475 or GAFGLAS® Stratavent® (Vent Ply) for Nailable Decks mechanically fastened as described below: Fa nine: Base sheet shall be lapped 4" and fastened with a'proved roofing nails and tin caps J :. in the .sa and rwo rows c3szgered in tic :cr f the sheet '. :" o Note: Ply 4 and Ply 6® applications require sheathing paper over the w„ud deck before application of base sheet. Ply Sheet: (Optional) One, two or three plies of GAFGLASi Ply 4, GAFGLAS' Ply 64I) or a single ply of Ruberoidm 20 in type III or IV asphalt at an application rate of 25 lb./sq. t 15 %. Membrane: One ply of Ruberoidi Mop Granule, Ruberoidi Mop Plus Granule or Ruberoidi Mop FR in type III or IV asphalt at an application rate of 25 lbisq. t 1 5 %. Surfacing: (Optional) Install one of the following: 1. GAFGLAS4 Mineral Surface Cap Sheet in type III or IV asphalt at an application rate of 25 IbJsq. t 15 %. cimum Fire C. ssiftcation: Class'A'; sec (;cneral Limit: :ion 02. Maximum Slope: 3:12; see General Limitation 43. Specification No.: N- 1 -1 -MG, N -1 -1 -MGFR, N -1 -1 -MGFR, N -1 -2- 20/30, N- 1- 2.20/30FR. N- 1 -1 -MGP Product Control `.o v.3-03.30.06 Wood Deck System Limitations: .A red rosin sheet shall be .,stalled .)n ail .. .d plank decks • et, - ;,r.ate asphalt seepage and bonding A base sneet .od plank deck. .A re.. .•• s:n sheet may also be installed on plywood decks as an option. .A reu rosy;. sheet is required on all applications where Ply 4® or Ply 6® is used as an anchor sheet. 2. Pre- assembled 'Cap Nail' shall not be used for base sheet attachment. 3. Fasten anchor sheet 9" at the lap and 18" in two staggered rows centered on the sheet. Approved to -45 psf. 4. See PA 117 for extrapolation of data for higher design pressures. 42 Raul Rodriguez Product Control No 95- 0330.06 Genera' Limitations: Product Control No.: 95-0330.06 1. All asphalt shall comply with ASTM D 312 type III or type IV requirements. All proposed asphalt producers must be approved by the applicant. 2. Fire ratings are determined by a combination of slope, deck P type and assembly. Refer to current Underwriters Laboratories Roofing Materials Directory or other fire testing data listed by an approved listing laboratory agency. Fire ratings shall be in compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3. Maximutnl 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. �. ' An overlay /re o r: board panel is : _uired on all applications o er closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip or spot 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 lbsJsq.. Note maximum design pressure restrictions on spot attached systems. I A 5. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. 6. All work shall be performed by a Contractor licensed to do roofing work in Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer. 7. In re- roofing applications, moisture content in an existing built -up roof must be in compliance with Section 3401.9(c) of the South Florida Building Code. 8. , Prior to application, all existing roof surfaces useo . a bonding substrate :na11 be tested for uplift resistance in compliance with Dade County Protocol PA 124 to the calculated design pressure of the roof deck. 9. 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. 10. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with Dade County Protocol PA 117 of the South Florida Building Code. 11. All attachment and sizing of perimeter Hailers and metal profile designs shall conform with Dade County Protocol PA 111 of the South Florida BuiI ipg Code. 168 Raul Rodriguez 12. Flashings shall be installed according to the manutacwrers standard 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. 13. Roll wood materials shall be stored in strict compliance with GAF `taterials Corporation requirements. 14. 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 Chapter 3401.5 and 3401.6 of the South Honda Building Code for maximum fire classification. 15. Asphalt moppings shall be with applied with asphalt approved by the applicant and shall be approved in compliance with equiviscous temperature (EVT) methods of asphalt application. Asphalt containers or bulk tickets shall indicate an EVT. 7Tr.ished blowin>z temperature (FBTI and tlash poir.. .Asphalt types and temperature _ . _ ..:ill :)(`) Of rh. ll:. Fiorida .lUil . UUC 16. 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 at an application rate of 25 lbs/sq. 15 %, 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. 17. Pre-assembled cap nails may only be used for termination of fully bonded surfaces such as mechanical termination at wood blocking, head and side laps, and base flashing terminations. Cap nails shall not be used for the mechanical attachment of a base sheet. Tin caps are required by the South Florida Building Code. 18. The submission of system specifications and details shall accompany the Section II 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. 19. . -.;I standard pwici iizcs are a.....'Joic : •r .:.:... . _.. atachment itc. . .._J In approved asphalt, panel size shall be 4' x 4' maximum. 20. Fastener spacing for base sheet attachment is based on a minimum withdrawal resistance value of 250 Ibf as tested in compliance with Dade County Protocol PA 105. If the fastener values as tested are below 250 Ibf a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Dade County Protocol PA 105. Calculations shall be based on a rupture value (the fastener stress plate pulling over the base ply) of7 mope t! 90 Ib j , Raul Rodriguez • ' 169 • ,. 'roduct Control No 95-4)330.06 21. 15tener spacing Co( insulation and :nment ti Da.sc .1 a Minimum L narac'er'tic Force (F) of 300 Ibti as tested in :ompliance wtu. , 105. If F' as field t is below 300 Ibf. insulation attachment shall not be acceptable. GAF does not allow application of roof coatigs, other than a pour coat of asphalt and gravel, over its granule surfaced Ruberoid® products. 23. In addition to the requirements of this Product Control Approval and the South Florida Building Code, applicator shall follow the manufacturer's specifications. 170 Raul Rodriguez F COVERING MATERIALS (TEVT) 217 meet: • or o►a . ; y t Y , cif t.i sAS ; ty 4' t mop d Membrane "Ruberoid p FR Surfacing ( Optional): GAF Filmed Aluminum Coating at 1.1/2 o or ash Y Cost Emulsion at 3 gaVsq. 10.. Deck: C•16/32 Incline: 1/2 Insulation (Optioned: One or more layers perlite, glass.iiber in. min, isocyanurate, ure- thane, perils. / Isocyanurate composite, perlite /urethane c nposit., phenolic, 1.1/2 in. min. Sass Sheet: One or mot: layers of Type G2 " GAFGLAS • 75 Bas. Sheet", hot mopped or me- chanically fastened in place. Ply Sheet: One or more layers of Type G 1 "GAFGLI• . Ply 4 ", or "GAFGLAS Ply 6" hot mopped In place; Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Costing it 1.1/2 gaVsq or GAF Weather Coat Emulsion st 3 gaVsq. 11. Deck C.15/32 • incline: 1/2 • Insulation: lscyanurat., 2.in. min., wood fiber, petite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. lase Sheet One or more layers of Typ. G2 " GAFGLAS #75 Base Sheet ", hot mopped or me- chanically fastened In place. Ply Sheet (Optional): One or more layers of Typ. 01 "GAFGLAS PIy 4" or "Ply 6" hot mopped in plat.. Membrane:• "Ruberoid Torch FR" (granule). Surfacing (Optional}+ GAF Fibered Aluminum Costing .0.1 /2 gaVsq or GAF Weather Coat Emulsion at 3 gaVsq. a 12. Deck: C•15/32 Incline: 1/2 Insulation (Optional): lsocyanurat., perlite or glass Tiber, any thickness. hot mopped or me- chanically fastened In place. Jolnta off•s.t 6 in. lase Sheet: One or more layers of Type G2 " GAFGLAS #75 Bas. Sheet ". hot mopped or me- chanically fastened in place., Ply Sheet; One or more layers of Type GI " GAFGLAS Ply 4" or "Ply 6 ", hot mopped in place. Membranes "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1.1/2 gaVsq or GAF Weather Coat h Emulsion et 3 gaVsq. 13. ' Deck NC .: Incline: 2 Insulation (Optional): lsocyanurati, Wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 8 in. Bas. Sheet: One or more layers of Typ. G2 "GAFGLAS #76 Bass Sheet", hot mopped in place. h Ply Sheet (Optional): One or more layers of Type G 1 " GAFGLAS Ply 4" or "PIy 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional) "GAF Fibered Aluminum Coating" at 1•1/2 gaVsq or GAF Weather Coat u Emulsion at 3 gaVsq. • • 14. Deck: NC Inct;ne: 1 Insulation (Optional): Isocyanurata, woad fiber board, p. rlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints 011411 . in. Base Sheet: One or more layers of " GAFGLAS #75 Bast :hest ", hot mopped in place. r Ply Sheet (Optional): One or more layers of "GAF GLt. Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gaVsq or GAF Fibered Alumi- zit _ I num Coatingp at 1.1/2 gaVaq. Deck; W/32 Incline: 1/2 insutatlon (Optional): P.rlite, fiber glass, Isocyanurata, urethane, perlit.rsocyanurate compos- ite or phenolic. l.M or more layers 01 N G44 or G•3 bus sheet, hat mopped or mechanically Ply Sheet (Options!: One or more layers of Type G•1, hot mopped In place. Membranes "Ruberoid Mop FR" (granuif). eh 16. Deck: C•15/32 Incline: 1/2 insulation (Optional): Perlis., fiber glass, Isocyanurat., urethane, perlite /isocyanurate compos- ite or phenolic, offset 6 in. from Joints. Base Sheet: One or more layers of Type G•2"or 3•3 base sheet, hot mopped or mechanically r.• fastened. ate PIy Sheet (Optional): One or more layers of Typ. 0•1, hot mopped In place. Membrane One layer of "Ruberoid Torch" (smooth). embrans One layer of "Ruberoid Torch FR "(granule) i4 E C E I V D 17 Deck: NC Incline: 1 ,T� IIAI rah Insulation (Optional): Perlis., fib., glass, wood - fiber, Isocyanurat`, u eth Q ne, perl M ; to A tsoc FLOR rate composite or phenolic. t 5... Sheet: One or more layers of Type 3•2 or G•3 base sheet •h •bbped- or•ymrchirOCIIIy fastened. te/ PIy Sheet (Options* One or more layers of Type 0.1, hot mope "e einPT c':- -- Membrane: One layer of "Ruberoid Mop FR" (granule). 11. Deck: NC Incline: 'Planning rah Insulation (Optional): Perlite, fiber glass, wood fiber, Isocyanurata, urethane, perlite /isocyanu- rate composite or phenolic chanicaly funned, 7 '•? :4 LOillitg Base Sheet (Optional): On r.mor. layers of Type G,2 or G•3 bast s set, hot mo e l r�► x lace. ' i4 BWIL Ply Sheet ptirine 0 e;or riI.yjrs o �ype.3•1 �� ��,, 'PD•d ire'• Mef t r.q f Ona I sr o Rubeoid h "- smooth). Str tural 1 Membrine One layer of ' Ruberoid h jjp,++� , (gr,1 to . Jr.. LOOK FOR MARK ON PRODUCT JAN 2 1997 Plumbing_ MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statcluent ur ine 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 Divisinn 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 ' t ` t Registered Architect and /or Engineer Name and address of licensed contrActor D'•iA% Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 4n . . - 41 ... ✓ -� �1 Stato work to be done and purpose of building (by floors) .� rt'.t t;t�.t: . re' 'ct {` . awe:R.!.;4 !: or New Building Remodeling To be constructed of Estimated Total cost of improvements $ J G (' STATE OF FLORIDA, COUNTY OF DADE. Permit No Disapproved (Signed) ss. Building Inspector C. Date — Date... —... Before me, the undersigned authority, a notary public, duly authorizcd to administer oaths and take peared My Commission sass ».! s ._ . 8treet_N.G,.. L,�t, -•- • ,,. .1,.11Tt!tlef. r-CP 1A- ci.tax 2 and for no other purpose. Addition Repairs No. of Vries Roo Covering �..Y t..?? Kind of foundation g i'' Amount of Permit S. Zone cubage required plan Cubage Distance .to next nearest building Size of Building Lot Mfaxunum 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 l.thur under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Sup dement, anti has complied Stith the provisions thereof, and will require similar compliance • all contractors or sub - contractors employe by him in tI•c work to be performed under this permit; and will post or cause to be post . for f pection on the s to of the work such ublic notice or notices as arc required by the Act. The undersigned agrees to employ only su tstractors, o J rk t• be y •rrpj under this pcnnit, as are licensed by Miami Shores Village. Remarks... (Signed) 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. jt t Date fa) V� Read, Sworn to and Subscribed before me. Notary Public, State of Florida Expires cknowledgments, personally ap- to me well known, PLANNING BOARD DATE Chairman Member Member Member ,tcmber .. .. - -- sass--- •-- _...._....._ Member — _.._. _.. -. - -•- Council Approved Date Disapproved Date NOTE: A charge of 51.00 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. 3 33c -sm c 3 � �� Si(iL>z do' :3 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 1uilding 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 J. S. Carroll Date Dec, 18th,, 1962 ,19 No 95 N. EstreQth St., Registered Architect and /or Engineer Name and address of licensed contractor..Lang___ o_o1ifg__84_ Co Inc., 430 N, W. 79th St, Miami Fla. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 955 N. E. 98th St. z Miami. Shores, Fla. State work to be done and purpose of building (by floors) 30 sq. white shingle tile and 1 - sq. 4 —ply gravel on residence. and for no other purpose. New Building X Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering ,9hingle tile & gravel Estimated Total cost of improvements $ 865._0.O Amount of Permit $_. 's . o . 1 ■ 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 sue ubcontractor , on work to be performed under this permit, 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 Disapproved Date. (Signed) Notary Public, State of Florida A. Martin, Vice Pres. 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 Date Read, Sworn to and Subscribed before me. Building Inspector 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 wade 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.