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ROOFING
TESTING ENGINEERS • WATER • CHEM ANALYSIS • ASBESTOS • LEAD • SOIL • CONCRETE • STEEL • ASPHALT • CORING • ENVIRONMENTAL AUDITS • RESEARCH Client: Gref's Construction and Roofing 13050 N.W. 30th Ave. Opa Locka, Florida Att. Mr. Fernando Mendez Project: 1045 N.E. 97th Street Tech. R. Binns Miami, Florida Tile Manufacturer: Altusa, Elegante Fume, clay Test Required: South Florida Building Code Protocol PA 106 -94 Project Description TESTWELL CR&IIO LAI: & CONSULTANTS, Mc. 7104 N.W. 51st Street ° Miami, Florida 33166 Dade: (305) 593 -0561 ° Broward: 463 -7633 ° Fax: (305) 477 -0687 CERTIFICATE OF TEST AND ANALYSIS Date: 11/7/95 Lab #: ADY -27 The private residence is located at the above listed address. The roof was placed with approximately 23 squares of roof tile. Tile Description The tiles were a Polyfoam adhesive set clay, Elegante Fume roof tile manufactured by Altusa, control approval # 94- 0914.01. Test Procedure The roof was first examined for loose tile by lifting 5% of the field tiles and 10% of the corner and perimeter tiles. Forty five (45) single tiles, were randomly selected and tested. Twenty five (25) tests were conducted in the field area, ten (10) in the perimeter area, and ten (10) in the corner areas. The single tiles were subjected to a concentrated uplift force measured with a manually operated, Chatillon mechanical dial push /pull guage, series DPPH. The gauge was connected to a steel "L" shaped angle that was inserted under the nose of the tile and gradually pulled upward until reaching the required test pressure of 35 lbs. +/- 5 lbs. As the load was applied, observations for failure of the component and the attachment, if any, were recorded. Tests were performed in respective order as illustrated on the attached sketch. All eports are the confidential property of clients, and information contained may not be published or reproduced, pending our written approval. TESTWELL CRAIG LABORATORIES & CONSULTANTS, INC. Client: Gref's Construction and Roofing Project: 1045 N.E. 97th Street Miami, Florida Permit #: 38281 Date: 11/7/95 Lab #: ADY -27t Tech. R. Binns 44 _ 3 i - - -- i -- qc--- ._ 1 -7f - - t 8 , -- 1 -44e: • – i t x 7G x I I Zd } 1X}!8 6P - - ._ Q - x4------- `xi 1 I x x17 x13 x 161 4 : II 0 x x _ v. ; -m —, - 3 z x 5 I KIP' 1 ,� - f' 9 - N x 3P 2._o' 16- �� ® ' TESTWELL CRAIG LABORATORIES & CONSULTANTS, INC. Client: Gref's Construction and Roofing Project: 1045 N.E. 97th Street Miami, Florida Permit #: 38281 Date: 11/7/95 Lab #: ADY -27t Tech. R. Binns Field Tests Field Tests Perimeter Tests Corner Tests 1. pass 16. pass 1P. pass 1C. pass 2. pass 17. pass 2P. pass 2C. pass 3. pass 18. pass 3P. pass 3C. pass 4. pass 19. pass 4P. pass 4C. pass 5. pass 20. pass 5P. pass 5C. pass 6. pass 21. pass 6P. pass 6C. pass 7. pass 22. pass 7P. pass 7C. pass 8. pass 23. pass 8P. pass 8C. pass 9. pass 24. pass 9P. pass 9C. pass 10. pass 25. pass 10P. pass 10C. pass 11. pass 12. pass 13. pass 14. pass 15. pass TESTWELL CRAIG LABORATORIES & CONSULTANTS, INC. Client: Gref's Construction and Roofing Project: 1045 N.E. 97th Street Miami, Florida Permit #: 38281 Completion Date: 10/17/95 Required Testing Force: 35.0 lbf. Date: 11/7/95 Lab #: ADY -27 Tech. R. Binns Comments: The above listed test meets the South Florida Building Code Protocol PA 106 -94 static uplift test criteria. A ` on . Porcello President Aot ttc Mark E. Baker, P.E. Reg. State of Florida # 47390 Date F ` Queer l state' #RC. C Q v f1 1 Architect/Engineer Bonding Company Mortgagor Permit Type (circle one) WORK DESCRIPTION Square Ft � 2.satD PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address ` 0 u S Tax Folio Legal Description Historically Designated: Yes No O w n e r / L e s s e e / T e n a n t ' c i L C 4.D j 4.3 � ' �- � — Master Permit # 3 tom:; 2 p Owner's Address 1'0 1 0 9 7 t' j Phone 7 °- flKO Contracting Co. fe - �-ce -- `' ■ S * v Address 1 Z .S O M l ,,1 Z� u c� Municipal # 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 m this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or Condo President Date Notary as to Owner and/or Condo President Date My Commission Expires: TEES: PERMIT APPROVED: Zoning Mechanical RADON Building SS# hone (DS LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN C.C.F. P 2 NOTARY Estimated Cost (value) oN`-\- r } 1 Z 2_-(On Competency # Address Address Address Ins. Co. Signature of Contractor or Owner- Builder Date Notary as to Contractor or Owner - Builder My Commission Expires: Electrical TOTAL DUE Plumbing Engineering Date ijMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY (OWNER TO RETAIN COPY) Date 3 ) Job Address Legal Description Owner / Lessee / Tenant Owner's Address Contracting Co. Qualif State # n2_9 1 Architect /Engineer Bonding Company Mortgagor Permit PERMIT FEE: eV /A— Type (circle one): EUILDI Signature of Owner and /or Date: (Not to Owner My Commission Expir * ndo President * * Fire Address WORK DESCRIPTION * / Notar My Cpmmissi * * APPROVED: Zoning Mechanical Plumbing Building Tax Folio Master Permit # SS# ., Phone Phone 7 i e ( 4RS 1)=- L Other Electrical Engineering Competency# Ins. Co. Address Address Address - ThELECTRICAL PLUMBING MECHANICAL PAVING FENCE S1 Square Ft. 1 Estimated Cost 1 2 ' 0 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE `. DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF Y(.. 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, a on the attached addendum (if applicable). I certify that all work will be performed to meet t standards of all laws regulating construction in this jurisdiction. I understand that separa 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 wo will be done in compliance with all applicable laws regulating construction and zonin, Furthermore, I authorize the above -named contractor to do the work stated. Signature of Contractor Owner- Builder Date: ot�.'• dipt: 1FJ3,eBu ' /4t (MINI Thru Notary Public Underwriters der EXPIRES: APPROVED: Altusa Tile Alfareria del Turbro, S.A. Barquisitrtcto, Venezuela METROPOLITAN DADE COUNTY, FLORIDA METRO.DADE FLAGLER BUILDING HUILDINU CODE COMPLIANCE DEPARTMENT SUITE 1003 Me:TRo. FLAOLER BUILDING ib4 wE&r FLAOLER STREET MIAMI. FLORIDA 33130-1553 (305) 375.2901 FAX (305) 375.2906 PROD , Yuur application for Product Approval of A1>I,{.tsaJfle Nait -On. Mortar or Adhesive Set lay,_ Altusn " R Do under Chapter 8 of the Metropolitan I)ade 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 tor Applied Engineering, Inc., and Testwelt Craig Laboratories & Consultants, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dadc 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 producl 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 sucar F.11 ()duct or material immediately The Building Lode 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 Nth.: y4- 0914,01 FE8 4 1 997 FEB 7 ? 1995 Raul Rodriguez Product Control Division Supervisor PLEASE NOTE - THIS IS THE COVERSHFET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CoNDITI0NS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dadc 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, Chant, Danger, P,E., Director Building Code Compliance Department Metropolitan Dade County 1 Applicant: Altusa Tile Alfareria del Turbio, S.A. Barquisimeto, Venezuela PRODUCT CONTROL NOTICE: OF ACCEPTANCE ROOFING SYSTEM APPROVAL Ca,/cgory: Prepared Rooting Sub- Categ„Q y: Tile '1'vpe: Nail -on /Mortar Set /Adhesive Set Sub -Type: Clay system Dgsc ' tion Product Control No.: Approval Date: Expiration Date. 94-.9914,01 FEB 2 2 19t;r FE8 1 4 1997 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 Co rot Approval Wales to Alto. j s "Altusa S" tile profile. Refer to apprgpriate Pro ontrol A.1 n1 royal r 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 ute "Altusa S" nail -on tiles shall be 2 ":12 ". See the "Profile Drawing" section in this approval for the "Altusa S" profile drawing. The "Altusa S" profile has been tested for both wind characteristics and static uplift performance, therefore, any consideration for installation shall be done as a 'Moment Based System'. Data for attachment calculations is noted in Tables 1 through 4 of this Approval. Almar (USA). Inc., located in Miami, Florida, is the sole approved importer under contract for selling and distributing Altusa products in the South Florida jurisdiction. Contact; Carlos J. Fernandez General Manager Altusa Tile, AI,nar (LISA), Inc. 6645 Northwest 77th Avenue Miami, FL 33160 (305) 471-5830 1 - • Raul R0)Jri ''rim Pieces TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED V APPLIcA,ti Test Product Product Dinjsztion 41 Specification pescrip.tign Altusa'S' Clay Roof I = 18'/." AS (; 1 167 High profile, interlocking, one-piece, Tile w = 10" 'S' shaped, clay roof tile equipped with 72" thick two nail holes and a single rull. For direct deck nail -on applications only. I -- varies w — varies varying thickness ASTM C 1 167 Raul Product Control No.: ,_9_4_4914,21__ Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each rile profile. I'. Jurt #30 Fe Ji4 i c- oa;., „ Liase Sheet Mineral '.nrtacc Cap Sheet l,cnzin�'c - /.13 140 Underl,i, r;::nt Rainpro,:i 11 Ice and \■ .r,r Shield Moppi . t , Flushin: < :,sent Product Control No.: 944)919,01_ TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS Dimensions N/A N/A N/A 59" x 164' roll 22 lbs /roll 30 "x75'roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll N/A N/A Test Spe ftcations ASTM D 226 type 11 ASTM D 2626 Saturated and coated organic base sheet for single or double ply underlayment. ASTM D 249 PA 104 Single ply, nail -on underlayment, PA 104 PA 103 ASTMD3I2 type 111 or IV ASTM L) 45R6 i K,iul H ilr 'owi Product Description Saturated organic felt to be used as a nailed anchor sheet, Mineral surfaced asphalt roll roofing for use as a top ply in n double ply underlayment system. 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 hack, asphalt based, asbestos free, tihcr reinforced, trowel grade cement for rcpail and (hashing applications Manufacturer generic generic generic Lenzing Performance, Inc. PCA #94.0527.05 Protect -O -Wrap, Inc. PCA 1194 - 0714.01 W.R. Grace Co. PCA x=92 - I 1 16,01 generic generic !'Lid,uiet Asphalt Primer Rooting Nails 1 in ii wood I s;tttcns I iIc ^galls 1 <.oul 111c Mortar ("IileIIIerM ") 1<„ul ► ile Adhesive "I'ol>► )AH160 "} N/A min. 12 ga. with t ip " (lead min. 32 ga. min. l'/ o.d. max. 2" +t.d. yertical rain. t" x 4" horizontal min. 1" x 4" for use with vertical battens or thin. 1" x 2" for ivie alone rain. gd x 2;'2" or Irvin, 10d x 3" 111 n1. 1�$ x 2'//" or min. 1010 x 2" N/A N/A Test Specifications ASTMD4I PA 114 Appendix E PA 114 Appendix E Wood Preservers Institute LI' • '2 PA 114 Appendix E PA 114 Appendix E PA 123 See PCA 4 Raul Rodri.'iit, Product Control No.: ')4- 0919,91 Product Pe5criaijon Cut back, asphalt based coating used to facilitate bonding of dissimilar materials. Annular ring shank, hot dipped, elect 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 hatters Corrosion resistant, 9Crew, smooth or annular ring shank nails, Corrosion resistant, coated, coarse thread wood screws Prepared mortar mix designed for mortar set roof tile appl ications. Two component polyurethane adhesive designed for adhesive roof the upplicalinnr, • r ! Manna ttaj generic generic generic generic generic generic Bermuda Roof Company, Inc. PCA U94- 0614.01 Polyfoam Products, Inc. PCA W94- 0401.01 Product Control No.: _4- 11914.01 Product I lurricane Clip do Fasteners Valley Hashing [)rip Edge Pimcnsipns CAPS min, Y2" width inin. 0.060" thick Faatcncr& min. 8d x 1!:" min. 26 ga. min. 16" width min. 26 ga. min. 2" face flange min. 2" deck flange Trot Specifications PA 114 Appendix E AS I'M A 525 PA 111 Galvanized steel valley flashing Galvanized steel drip edge I { aul Rod( ieuei. Product Dc,scripiton iVianufactiuer, 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 dip. A hurricane clip is required on all eave tiles. 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. Tcstwell Craig Laboratories & Consultants. Inc. TEST REPORTS Test Identifier 7161 -03 Appendix 111 7161 -03 Appendix 111 25- 7200 -1 94.084 94 -083 7161 -03 Appendix 11 Letter Dated Aug. 1, 1994 P0647.01 PO402 Project No. 307025 Test IIMDC-78 Lab #AAP -2 Tech: A. Porcello (3 K.�u( K 'Test Nam elRepo 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 (A.dhcsivc Set) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Neil -Orl) Wind Tunnel Testing PA 108 (Mortar fief) Withdrawal Resistance Testing of screw vs. si - th shank nails Wind Driven Rain PA 100 Physical Propertie ASTM C 1 167 Product Control No.: _2g- Q214.0] Rate Dec. 1991 Dec. 1991 Feb. 1995 May 1994 April 1994 Dec.. 1991 Aug. 1994 Aug. 1994 Sept. 1993 Oct. 1994 Oct. 1994 SYSTEMS (CoNTir uED) Deck Type: Wood, Non - insulated Deck 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 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: Install tile in compliance with PA 120 using one of the approved mortars or adhesives noted in this appiuval. Monar er adhesive shall be applied in compliance with the mortar or adhesive manufacturer's Roofing Component Product Control Approval. The mortar or adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. The mortar and adhesive attachment data is noted in Table 4, attached. Comments: 1. For re -roof applications, " /,;" plywood is an acceptable substrate. 2. For mortar set applications, the first three courses of tile shall he nailed with not 1css th.in one nail per tile. Ag in altotiAte, the first three courses of'tife shall be applied in mortar over if single layer of minimum 12 ga. wire mesh with square openings of not less than ' / which is mechanically attached to the deck with not less than one rooting nail every 1 ft'. For roof pitches from (i ":12" to 7 ".12 ", every third tile of every fifth course, beginning at the eighth course, shall be nailed with not less than one nail per tile. 1() K.u 1.11 lt ��dt't ±u�, Product Control No.: �4- 0914.01._ I. the standard minimum roof pitch for "Altura 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": I 2"). 2. All nail - on tile applications having a roof pitch rind horizontal battens ( "Counter- Banens "), as having a roof pitch in excess of 7 ":12" shall be C. 3. For naft -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 irr this Approval, the data of which is noted in 1 able 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 Pruloeol I'A 115 or PA 127, 5. For nail -on tile applications. an eave clip is required on all eave tile. For mortar set applications, thc first three courses of tile shall he 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 Tess than ' / 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 fllil, course, beginning at the eighth course, shall be nailed with not less than one nail per tile. 6. I'or mortar or adhesive set tile applications, a field static uplift test by a Dade County accredited tetiling agency, in compliance with bade County Protocol PA 106, shall be required not Icss than 30 d. + ■s after application to confirm tile adhesion. The results of this testing shall be reported to the Building Official and the installer stating that the application has passed or failed PA 106 testing. If the application fails PA 106 testing, the report shall state which portion of the test was failed; Category i (examination for loose tile) or Category 2 (uplift testing of tile). Subsequent to testing, thc installer may repair not inure than $% of field area tiles and $0% of perimeter area (i.e. ric:lge /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. 7. For mortar or adhesive set the 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 ( ..ounty Protocol PA 120. SYSTF;M LIMIi'ATIONS less than 4 ":12" shall be installed over both vertical noted in System A. All nail - on tile applications installed over horizontal battens as noted in System Katii Itu,lri�c:�J Product Control No.: 94- Q.9J.,01_ SYSTEM LIMITATIONS (CONTINUED) 8. All tiles shall bear the imprint or identifiable marking of the manufacturers 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. 11. 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 he in compliance with Sections 203 and 204 of the South Florida Building Code. 12 Raul Itsdr;u�,.i Product Control No.: 9.E0314. Altusa 'S' Tile Tile Profile Altusa 'S' Tile The Profile Altusa 'S' Tile Altusa '5' Tile Tile Profile Battens Table 3: Attachment Resistance Expressed as a Moment - Mr (ft-lbf) from PA 102 and PA 102(A) Testing Tile Profile 3 ":12' or Tess 4.47 5.35 IILE APPLICATION Battens Direct Deck Table 2: Restoring Moments due to Gravity - M (ft -Ibf) from PA 102 Testing Direct Deck Table 1: Aerodynamic Multiplier r(ft') from PA 108 Testing Battens 4.40 DA IA FOR ATTACHMENT CALCULATIONS 4 " :12" Direct Deck 5.27 APPROVED NAILS 1 nail N/A 6.20 1 (1t Batten Application 2 nails N/A 8.40 0.29 Battens Direct L Deck 4.31 I 5.16 APPROVED SCREWS 1 screw N/A 28.70 Ti le Application Mortar Set Adhesive Set 5 " :12" Product Control No.: _99.09 t 111I X (ft') Direct Deck Application 6";12" 0.31 7 " :12" or greater Battens Direct Battens Oirect Deck Deck 4.20 APPROVED FIELD CLIP WITH: 2 screws 1 nail 26.80` N/A 31.80 21.20 25.30 Table 4: Attachment Resistance Expressed as a Moment - M (ft-Ibf) from PA 101 Testing 5.03 4.08 N/A APPROVED EAVES CLIP WITH: 2 nails 1 nail 2 nails N/A NIA N/A 26.90 34.90 Screws for tile installation over battens shall be #8 x 2W long, corrosion resistant, Ouik -Drive screws installed in two manufactured hobs located 1 and 1'/," from the head of the tile. Attachment Resistance 24.50 66.50 ME � p � NOTICE O C ANCE: STANDARD CONDITIONS This approv:II supersedes all previous approvals. Last Apprus ai Number 94 - 0106.18 MCTiIOPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING OUILDING CODE COMPLIANCE DEPARTMENT SUITE 1003 METRO -BADE FLAGLER BUILDING 140 WE5t' PIAO ER STREET MIAMI. FLORIDA 33130.1503 (3Q5) 375.2901 FAX (305) 375.2906 1. Cxtcn5!` , , of rts no older then ten (i0) been t cvaP 3ted011 has been filed and the supporting data t�. :I of re- testing shall bear the seal, signature and date of an engineer registered in the Staic of All ren P1ul i1i.1 2. Any re i .ton or change in the materials, use, or manufacture of the product or process shall automatically be cau'•'. 'sr termination, unless prior approval is granted for revisions or change. 1, Any tun oi; factory performance of this product or process or a change in Code provisions shall be grounds for re -,. iluation. 4, This !stance shall not be used as an endorsement of any product for sales or advertising purposes. 5. Th 1\. Ire of /Acceptance number preceded by the words Dade County, oF o n No an of oll Acceptance t expir.tl.. n cute may be displayed in advertising literature. any portion dispI:,' !, then it shill be done in its entirety. 6. Prudut• . pproVal drawings, where required for permit applications, shall be provided to the applicant by the in:I or his distributors unless otherwise noted in the Notice of Acceptance. The prints need not h.' . .. scaled by in cnglhcer, ^,. F3iiur.•• comply %vith the Standard Conditions shalt be cause for termination oldie Approval. • ;r haul Rodriguez. Product Control Division :supervisor Ai ,*1 USA . Cloy Tluo/ • • , DOV I:: T A I L LO( RS PROFILE DRAWING ;4-- 10" Product Cnntrol No.: 2101110 1 t S' TILE 1' Job Address: 10,6 � ¶ APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION II MORTAR OR ADHESIVE SET TILE SYSTEMS 1. General 12101-158 Contractor: The information provided in this Section is required to confirm Product Control Approval of the proposed tile system assembly; confirm compliance with the wind load requirements of Chapter 23 of the South Florida Building Code (SFBC); and confirm compliance with Sections 3403.5 and 3404 of the South Florida Building Code. 2. Documentation The following documents are required for submission with the Uniform Building Permit application: ► Two (2) copies of the proposed tile system assembly's and associated roofing component's Product Control Approval(s). ► One (1) copy of the tile system assembly and/or roofing component(s) manufacturer's published application instructions and literature. ► All documents attached herein, filled out and completed in full. 3. Project Information Check one of the following: 0 Iew Construction Re -Roof Note: Mortar or adhesive set tile systems are not acceptable as recover applications. Mortar or Adhesive Set Tile Systems Page -1 Q reCS ° - Process No. Is the deck solid sheathed? (circle 'yes' or 'no') yes no Deck Type (check one of the followingl: O ,Nominal ''1" Plywood (for re -roof only) VW"Nominal Plywood O Wood Plank • O Other (fill in) Roof Pitch (fill inj: " . 12" Notc: Mortar or adhesive set tile systems shall not be installed at a pitch greater than 7'h ":12 ". Mortar or adhesive set tile applied at a pitch greater than 5 ":12" and less than or equal to 7 ":12" shall have the first three courscs of tile nailed with not less than one nail per tile. As an alternate, the first three courses of tile may be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not Tess than 'I," which is mechanically attached to the sheathing with not less than one nail per 2 H'. Circle 'yes' or 'no' for each of the following: Have you attached two copies of the tile system manufacturer's Product Control Koval for the proposed tile system? no Have you attached a copy of the tile system assembly and/or roofing component(s) manufacturer's published, application instructions and o �,� iterature no Is the proposed underlayment approved for use with this tile system assembly no Job Addtcss: Tile: Tile Name: Manufacturer: Tile Matcrial Clay O Concrete O Other: 1 Lks Project Information (continued): If the proposed underlaymcnt is self - adhered, have you complied with the venting requirements of Section 2913.3 (b), (c) and (d) of the South Florida Buildin: ode? yes Are all related accessories approved for use with this tile system assembly? Are the propose edge metal attachment fasteners in compliance with the requirements of the South Florida Building Code (minimum 12 ga. annular .ill' , corrossion reisistant nails)? no 4. The Tile System Assembly: The following information is required to confirm compliance with Subsections 3403.5(a) and (c) and Section 3404 of the South Florida Building Code. Product Control Approval Number: ) -Oil ,0‘ Mortar or Adhesive: no Contractor: Note: Check one of the following which apply to the proposed tile securement for use with the proposed tile system assembly: Mortar or Adhesive Set Tile Systems Page - 2 Gk (4 LMortar: Manufacturer: Mixing Ratio: O Adhcsivc: Type; Manq(aeturer: Tile Fasteners (for first three fourses if roof pitch exceeds 5 ":12" and is Tess than or equal to Check one of the following which apply to the proposed tile fasteners (for the first three courses) for use with the proposed tile system assembly: Erclinimum 12 ga. galvanized roofing nail: Length: O Other: Type: Length: O N/A �s No. 3 11 All tiles shall be installed in compliance with the provisions set forth in the tile system assembly manufacturer's Product Control Approval and the minimum requirements set forth in Subsections 3403.5(c) and 3404.2 of the South Florida Building Code. Tile fasteners in the first three courses (if applicible) shall be of sufficient length to penetrate the sheathing a minimum of 1" or through the sheathing thickness a minimum of 1 4 6 ", whichever is less. Underlayment: The following information is required to confirm compliance with ,Section 3403.5(b) of the South Florida Building Code. Job Address: 4`04 Contractor: Underlaymen( (continucdl: Check all of the following which apply to the proposed underlayment for use with the proposed tile system assembly: I3 iSTM N30 asphalt saturated felt with: 0 19" overlap O 6" overlap 5. Related Accessories: t3 overlap Manufacturer: ALCD Edge Metal (refer to Sectio0408.2 of the South Florida Building Codcl: O ASTM N15 asphalt saturated felt with: 0 19" overlap O 6" overlap O 4" overlap Manufacturer: Mineral Surfaced Roll Roofing with: 0 19" overlap O 6" overlap tom" overlap Manufacturer:iALD O Other: Type: Manufacturer: Underlayment Fasteners (if applicablel: Check one of the following which apply to the proposed underlayment attachment: Minimum 12 ga. electro- galvanized roofing nail with minimum 32 ga. x 1 tin caps Length: d 74 Q Manufacturer: O Other: Type: Length: Manufacturer: Mortar or Adhesive Set Tile Systems Page - 3 Spacing (per tile system assembly Product Control Approvall: Field: Laps: O Cold Adhesive: 2 -- " 0.d, " Type: Manufacturer: I Flas hing Cement: Type: Manufacturer: ess No. Type: _^ u � 9 Q. Dimensions: Gauge or Thickness: ,0 2-40 sy Finish: r 9 ) 7—e0 Note: All edge metal shall be nailed on the flange and nailed or clipped at the face in compliance with the provisions set forth in Dade County Protocol PA 111, marked Appendix 'U' in the South Florida Building Code. Adhesives (check one of the followingl: Job Address: Adhesives (continued): Note: Application of adhesives shall be in compliance with_ the Roofing Component Product Control Approval and the minimum requirements set forth in Subsection 3403.5(c)(4)(cc) of the South Florida Building Code. Ventilation System (check one or more of the following): Contractor: The following information is required to confirm compliance with Subsection 3401.4(e) of the South Florida Building Code. 0 Ridge: Type Size in' Type e Size in' Note: If underlaymenl is comprised of a self - adhered membrane, both soffit and ridge ventilation systems are required, unless a base sheet is applied as an anchor sheet below the self - adhered underlayment. Note: The Tile System Assembly shall be installed In strict compliance with the application instructions enumerated in the Product Control Approval. A permit shall be issued for application of the specified Tile System Assembly only. Any change to the specified Tile System Assembly shall require submission of a revised SECTION II with a copy of SECTION I, noting the permit number issued. Mortar or Adhesive Set Tile Systems Page - 4 Additional Notes: Process No. - Job Address: Qt�I!i- Deck: r � Marten y, Underlayment: tc Ridge Venting: (tl idle. le) Fastat ayment Fastener. /i231 )) Roof Pitch lY FILL IN APPLICABLE ROOFING COMPONENTS WIIICII MAKE UP TILE SYSTEM ASSEMDLY. INSCRT ANY ADDITIONAL LEADERS INDICATING ADDITIONAL ROOFING COMPONENTS NOT SI !OWN ON TI IIS PAGE. ( Where Roofing Component not uscd in Tile System Assembly, fill in with ''N/A". ) Head lap Dimension: 2-' fnininnitm runlets otherwise speel/3.d In the tile system instal* Product Control Appo4 Mortar/Adhesive: Tile: jr Q Tile Fastener: FArA Edge Metal or Guner Fastener: Bird Slop: (t opplleobh) Edge Metal or Gutter: Existing or Proposcd Na ti � Soffit Venting: ' Q N ry % ati DETAIL NI Job Site Identification: Contractor: Gose,„,,,A--'qkz,AN33 Process No. Mortar or Adhesive Set Tile Systems Page - 5 Job Address: Contractor: Process No. Ridge height: Eave height: Roof Height , j B � feet feet I 0 feel Insert Building Ridge height, Erne Ileight and Roof Mean Ileight. Also insert applicable information pertaining to the building below. ( See ASCE 7 -88 Fat Shee f 4pathed ) Exposure Category: Classification Category: AI Ilurncanco Occenlinc7: Y N Basic Wind Speed at Building Location: I Io Rtj4 Building Condition based on % of openings: (See Table 9 ofASCE 7-88) Ground Level BUILDING INFORMATION 111 Job Site Identification: Mortar or Adhesive Set Tile Systems Page -6 Job Address: JOYS (V.r7s Contractor: ' Process No. '" 'rh Roof Plan, indicating all dimensions. slopes and any roof top eauioment. I BUILDING INFORMATION N2: Roof Plan with Perimeter and Corner Dimensiors Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 7 lob Address: )O15 The undersigned certifies that the Mortar or Adhesive Set Tile System Assembly is in compliance with the plans, specifications, and details submitted by the architect. STATE OF FLORIDA - COUNTY OF DADE Before me this day personally appeared 4 3CC who being first duly sworn, deposes and says that all information submitted herein is true and correct. Sworn to and subscribed before me this _ day of 19 My commission expires: Licensed Contractor / Owner Signature Contractor: Lary Public State of Florida Mortar or Adhesive Set Tile Systems Page -8 Process No. • METRO DADE METI OI'OLITAN DADE COUNTY. FLOfmIDA n.MET110 -DADE FLAGLE1 BUILDING Malarkey Roofing Company Post Office Box 17217 Portland, OR 97217 -0217 Your application for Product Approval of Malarkey (Modified Bitumen Roofing Products 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 Factory Mutual Research Corporation, Underwriters Laboratories, Inc., and Warnock Hersey International, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Fiorida under the specific and standard conditions set forth herein. The approval shall bc valid for a period of three ycars. 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 bc incurred by the Manufacturer. PRODUCT NO. : ACCEPTANCE NO.: 94- '0920.20 nC'f 0 3 19 9 7 EXPIRES: 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. APPROVED PRODUCT CONTILOL NOTICE OF ACCEPTANCE 0C 031994 UUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAMER BUILDING 1.10 WEST FLAGIER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 iI Diamond, P.E. Product Control Division Supervisor - PLEASE NOTE- THIS IS THE COVERSIIEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE 4.A Charles Danger, P.E., Director Building Code Compliance Department Metropolitan Dade County L Applicant: Herbert Malarkey Roofing Company 3131 N. Columbia Blvd. P.O. Box 17217 Portland, Oregon 97217 -0217 PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Membrane Roofing System Sub- Category: Built -up Roofing Tye: Modified Bitumen Sub-Type SBS System Description Contact: John DeChandt, Steven C. Wadding 1 -503- 283 -1191 Product Control No.: 94- 0920.20 Approval Date: OCT 3 g Expiration Date: OCT 0 3 1997 The Herbert Malarkey Roofing Company is a producer of hot built up and modified bitumen roof membranes and insulation products marketed nationally. The Herbert Malarkey Roofing Company produces a wide range of roof products for built -up and modified bitumen roofing systems. The Herbert Malarkey Roofing Company products are distributed through a network of roofing wholesale distributors throughout the United States and Canada. The Herbert Malarkey Roofing Company provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from The Malarkey Company and can be found in the Malarkey High Performance Roofing Systems Manual. • Insulation Typea: Perlite Rockwool Polyisocyanurate Wood Fiber Fiberglass EPS Maximum Design Pressures Material Design Pressure Wood -45 psf Steel -45 psf Concrete -45 psf Lightweight Concrete -45 psf Poured Gypsum -45 psf Maximum Fire Classification Material Classification Wood Class A Steel Class A Concrete Class A Lightweight Concrete Class A Poured Gypsum Class A 2 Product Control No.: 94- 0920.20 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 Rooting Materials Directory or other approved testing agency listing directory for Fire Classifications. Gil Diamond, P.E. TRADE NAMES OF PRODUCTS MANUFACTURED OR # 700 Fibered Roof 5 gal. pails Coating LABELED BY APPLICANT PA 12.1 Fibered asphalt coating 3 Gil Diamond, P.E. Product Control No.: 94 0920.20 • Test Product Product Dimensions Specification Description # 350 39 x 33' ASTM 5147 SBS Modified Fiberglass reinforced mineral surface capsheet # 500 Premium 1 39 x 165' ASTM 2178 Type IV fiberglass plysheet # 501 Premium 1 39 x 99' x ASTM 5147 SBS modified fiberglass reinforced 45mils base sheet # 502 Premium 39 x 33' ASTM 3909 Fiberglass reinforced mineral surface capsheet # 506 Super 6 39 x 165' ASTM 2178 Type VI fiberglass plysheet #508 Premium 1 39 x 99' x ASTM 5147 SBS modified perferated fiberglass 45mils reinforced base sheet # 515 Standard 39 x 99' x ASTM 4601 Fiberglass reinforced base sheet 45mils # 601 High Performance 30 x 34' x 120 ASTM 5147 SBS modified fiberglass reinforced mils mineral surface capsheet # 602 Arctic Shield 39 x 66' x 75 ASTM 5147 SBS modified fiberglass reinforced mils base sheet # 603 Superbase 39'/ x 33' x 75 ASTM 4601 SBS modified fiberglass reinforced mils base sheet # 605 Panoply 30 x 49.2' x 70 ASTM 4601 SBS modified scrim reinforcd base mils sheet # 625 Paragon 39 x 26' x 125 ASTM 5147 SBS modified fiberglass reinforced mils mineral surface capsheet # 650 Panoply 30 x 26' x 150 ASTM 5147 SBS modified fiberglass reinforced mils mineral surface capsheet Product Dimensions # 702 All Weather Patch 5 gal. pails # 703 Plastic Roof Cement # 705 Cold Method Adhesive # 706 Asphalt Primer # 725 Non - Fibered Aluminum Coating 5 gal. pails 5 gal. pails 5 gal. pails 5 gal. pails # 726 Fibered Aluminum 5 gal. pails Coating # 727 Mod -bit Adhesive # 750 Non - Fibered Emulsion # 751 Fibered Emulsion 916 walkboard # 917 # 919 # 1000 ESHAvent #1020 ESI-lAlum 5 gal. pails 5 gal. pails 5 gal. pails 39'4" x 17' x 200 mils Test Specification PA 121 ASTM 5147 39 x 17' x 180 ASTM 5147 mils 39'/ x 17' x 160' ASTM 5147 mils 39 x 66' x 80 ASTM 5147 mils 39 x 34' x 160 ASTM 5147 PA 121 Asphalt mastic PA 121 Cold Method Adhesive PA 121 Asphalt primer PA 121 Aluminum pigmented asphalt coating PA 121 Aluminum pigmented fibrated asphalt coating PA 121 Modified Cold Adhesive PA 121 Non- fibered asphalt clay based emulsion PA 121 Fibered asphalt clay based emulsion SBS modified fiberglass reinforced mils aluminum surface capsheet 4 Gil Diamond, P Product Control No.: 94- 0920.20 Product Description Asphalt mastic SBS modified fiberglass reinforced mineral surface walkboard SBS modified fiberglass reinforced mineral surface capsheet SBS modified fiberglass reinforced smooth surface capsheet Thermally Adhered SBS modified sheet made for 30% adhesion to the substrate. TRADE NAMES OF PRODUCTS MANUFACTURED BY OTFIERS Test Product Product Dimensions Specification Description Manufacturer Pyrox various PA 110 Polyisocyanurate foam Apache Products Co. insulation ACFoam Composite various ACFoam I various PA 110 Polyisocyanurate foam Atlas Energy insulation• Products ACFoam II various PA 110 Polyisocyanurate foam Atlas Energy insulation Products Channel Vent GB Fiberglass reinforced Celotex asphalt base sheet Hydro -Stop Fiberglass reinforced Celotex asphalt base sheet Dekfast Fasteners PA 114 Insulation fastener for steel Construction #14 and concrete decks Fasteners Ind. Dekfast Hex Plate 2 7/8" x PA 114 Galvalume hex stress plate. Construction 3 1/4" Fasteners Inc. Dekfast Lock Plate 3" x 3 1/4" PA 114 Dekfast Fasteners #15 Dekfast Fasteners #12 FM -30, FM -45, FM -60, FM -90 Fasteners PA 110 Polyisocyanurate foam insulation Product Control No.: 94 0920.20 Atlas Energy Products Polypropylene locking Construction plate. Fasteners Inc. PA 114 Insulation fasteners for Construction concrete decks Fasteners Inc. PA 114 Insulation fastener for steel Construction and wood decks. Fasteners Inc. PA 114 Base ply fastening systems ES Products, Inc. for lightweight concrete decks Asphalt ASTM D 312 Type III or IV Hot asphlat generic bitumin adhesive Gil Diamond, P. 5 Test Product Product Dimensions Specification Description Manufacturer Asphalt Primer ASTM D 41 Asphalt Primer generic High Density Wood various PA 110 . • Wood fiber insulation generic Fiberboard board Perlite Insulation various PA 110 Perlite insulation board generic Roofing Nails Minimum # PA 114 Corrosion resistant annular generic 12 ring shank nails Tin Caps 412 Roofgrip #I4 Roofgrip Glasfast/Striker Gripdek Fastener Hextra Polymer Gyptec Polymer Gyptec Plate Premium Metal Plate Roofgrip Fastener Min. 32 ga. x is/ 3" square 3" square Product Control No.: 94 0920.20 Corrosion resistant circular generic discs. PA 114 Insulation fastener for steel ITW Buildex or wood decks PA 114 Insulation fastener steel, ITW Buildex wood or concrete decks PA 114 Insulation fastening ITW Buildex assembly PA 114 Insulation fastener ITW Buildex PA 114 Insulation fastener and ITW Buildex metal or plastic plate PA 114 Glass reinforced nylon 1TW Buildex gypsum deck fastener PA 114 3" square galvalume AZ55 ITW Buildex metal plate for use with Polymer Gyptec fastener. PA 114 3" square galvalume AZ55 ITW Buildex stress plate PA 114 Insulation fastener 6 Gil Diamond, P.E. ITW Buildex Product Standard Plastic Plate E'NRG'Y -1 Con -Tite N.T.B. Magnum N.T.B. Spin Weld Plate Test Dimensions Specification 3" round PA 114 various PA 110 E'NRG'Y -2 various PA 110 ISORoc various PA 110 PA 114 PA 114 2" round PA 114 N.T.B. Plastic Plate 3" round PA 114 N.T.B. Plate PA 114 Olympic Standard 3" round PA 114 7 Product Description Polyolefin plastic plate Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam / rockwool composite insulation Conctrete deck insulation fastener Glass reinforced nylon fastener for use in gypsum and cementitious 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 use with N.T.B. fasteners 3" round galvalume AZSS plate for use with N.T.B. fasteners 3" round galvalume AZ55 steel place Gil Diamond, P.E. Product Control No.: 94- 0920.20 Manufacturer ITW Buildex NRG Barriers, Inc. 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. Product Olympic Fastener #14 Olympic Polypropylene Olympic Fastener #12 Olympic Fastener Olympic CR Base Felt Fastener and Base Sheet Disc Paroc Cap Board various Paroc Base Board Multi -Max HD Insul -Fixx Fastener Insul -Fixx Fastener Insul -Fixx S Insul -Fixx P Test Product Dimensions Specification Q scription PA 114 3.25" round PA 114 PA 114 PA 114 PA 114 PA 110 various PA 110 various PA 110 3" square 3" round PA 114 Insulation fastener Polypropylene plastic plate Insulation fastener Insulation fastener Insulation fastener assembly for Base Sheet fastening only Product Control No.: 94 0920.20 Manufacturer Rockwool insulation Partek, Inc. Rockwool insulation Polyisocyanurate foam insulation Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Partek, Inc. Rmax, Inc. PA 114 Insulation fastener for use SFS /Stadler in steel and concrete decks PA 114 Insulation fastener for steel SFS /Stadler and wood decks PA 114 3" square galvalume AZ55 SFS /Stadler stress plate 3" round polyethylene SFS /Stadler stress plate Gil Diamond, P.E. 8 Product Control No.: 94- 0920.20 Test Product Product Dimensions Specification Description Manufacturer Rawl Drive PA 114 Insulation fastener and steel The Rawlplug and plastic stress plate for Company Inc. concrete deck Rawl Fasteners PA 114 Insulation fastener for steel The Rawlplug #12 and wood decks Company Inc. Rawl Fasteners #14 Rawl 2" Plate Rawl 3" Plate Rawl Spike 2" round 3" round Rawlite PA 114 Rawlite 3" Plate 3" round PA 114 Tru -Fast DL PA 114 Tru -Fast Plastic 3.04" round PA 114 Plate Tru -Fast MP -3 3.23" round PA 114 Tru -Fast HD PA 114 PA 114 Insulation fastener for use in steel, wood or concrete 9 Insulation fastener for cementitious and gypsum decks Gil Diamond, P.E. The Rawlplug Company Inc. PA 114 2" round galvalume AZ55 The Rawlplug membrane plate Company Inc. PA 114 3" round galvalume AZ55 The Rawlplug steel plate Company Inc. PA 114 Insulation fastener and steel The Rawlplug and plastic stress plate for Company Inc. concrete deck The Rawlplug Company Inc. 3" round galvalume AZ55 The Rawlplug steel plate for use with Company Inc. Rawlite fasteners Insulation fastener for steel, Tru -Fast or wood 3.04" round polyethylene Tru -Fast plastic plate 3.23" round galvalume Tru -Fast AZ50 steel plate Insulation fastener for use Tru -Fast in wood, steel or concrete decks Product Tru.Fast DP Tru -Fast TP Test Dimensions Specificatiort PA 114 Product Description Insulation fastener for use in steel or wood decks Product Control No.: 94- 0920.20 Manufacturer Tru -Fast PA 114 Insulation fastener for use Tru -Fast in steel or wood decks 10 Test Agency/identifier Factory Mutual Research Corporation Underwriters Laboratories, Inc. Warnock Hersey Test Reports Nan= Report Wind Uplift Classification J.I. # OYOA6.AM Insulation and fastener 1994 FMRC requirements Fire Classification R4170 Fire Classification Current Warnock Hersey Certification Listings 11 Gil Diamond, P.C. Product Control No.: 94- 0920.20 Date 8/30/94 1/01/94 1/01/94 1/01/94 • 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: Fastening: Ply Sheet: Maximum Design Pressure: -45 psf. Maximum Fire Classification: Class 'A'; see General Limitation #2. Gil Diamond, P.E. 26 Product Control No.: 94- 0920.20 One ply of Malarkey #501, #515, #602, #603 or #605 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.. One or more plies of Malarkey #500, #501, #506, #602, #603 or #605 adhered with approved mopping of asphalt or adhesive at an application rate of 25 lbs. /sq. f 15 %.. Membrane: One ply of Malarkey #502, #6601 #625, #650, #917 or #1020 ESHAIum adhered with approved mopping of asphalt or adhesive at an application rate of 25 lbs. /sq. f 15 %.. Surfacing: (Optional) Use one of the following surfacings as required for those systems that require surfacing. Malarkey # 750 or # 751 applied at rate of 3 or 4 gal. /sq. Malarkey #350 or #502 fiberglass capsheet adhered with approved mopping of asphalt or adhesive at an application rate of 25 lbs. /sq. ± 15 %.. Malarkey # 705 asphalt adhesive applied at rate of 2 gal. /sq. with roofing granules embedded in the wet adhesive. Malarkey # 705 asphalt adhesive applied at rate of 4 gal. /sq. with 400 lbs of gravel embedded in the wet adhesive. Install 400 lb. /sq. gravel or 300 lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb. /sq.. Maximum Slope: 2:12 "; see General Limitation #3. 27 Gil Diamond, P.E. Product Control No.: 94- 0920.20 Specification No.: M2- WU -BXB, M2- WU -CXB, M2- WU -DXB, M2-WU-EXB M3 -WU -BHB, • M3 -WU -BIB, M3 -WU -BBB, M3- WU -BCB, M3- WU -BDB, M3- WU -EHB, M3 -WU -EIB, M3 -WU -EBB, M3- WU -EEB, M3 -WU -FHB, M3 -WU -FHB, M3 -WU -FIB, M3 -WU -FBB, M3 -WU -FEB, M4 -WU -BHB, M4 -WU -BIB, M4 -WU -BBB, M4 -WU -EBB, M4 -WU -FHB, M4 -WU -FIB, M4 -WU -FBB, M4 -WU -FEB, M5 -WU -BHB, M5- WU -B113, M5- �VU -EFIB M5- WU -E113, M2 -WU -BXC, M2- WU -CXC, M2 -WI -BXC, M2 -WU -EXC, M3 -WU -BHC, M3 -WU -BIC, M3 -WU -BBC, M3 -WU -EHC, M3 -WU -EIC, M3 -WU -EBC, M3 -WU -EEC, M3 -WU -FHC, M3 -WU -FIC, M3 -WU -FBC, M3 -WU -FCC, M3- WU -FDC, M3 -WU -FEC, M4 -WU -BHC, M4 -WU -BIC, M4 -WU -EHC, M4 -WU -EIC, M4 -WU -EBC, M4 -WU -FHC, M4 -WU -FIC, M4 -WU -FBC, M4 -WU -FEC, M5 -WU -BHC, M5 -WU -BIC, M4 -WU -BBC, M5 -WU -EBC, M5 -WU -FHC, M5 -WU -FIC, M5 -WU -FBC, M2- WU -BXD, M2- WU -CXD, M2- WU -DXD, M2- WU -EXD, M3 -WU -BHD, M3 -WU -BID, M3 -WU -BBD, M3 -WU -EHD, M3 -WU -EID, M3 -WU -EBD, M3- WU -EED, M3 -WU -FHD, M3 -WU -FID, M3 -WU -FBD, M3 -WU -FED, M4 -WU -BHD, M4 -WU -BID, M4 -WU -BBD, M4 -WU -EHD, M4 -WU -EID, M4 -WU -EBD, M4 -WU -FHD, M4 -WU -FHD, M4 -WU -FID, M4 -WU -FBD, M4 -WU -FED, M5 -WU -EHD, M5 -WU -EID, M5 -WU -EBD, M5 -WU -FHD, M5 -WU -FID, M5 -WU -FBD, M2 =WU =BXC, M2 -WU -CXE, M2 -WU -DXE, M2 -WU -EXE, M3 -WU -BBE, M2 -WU -CXE, M2 -WU -DXE, M2 -WU -EXE M3 -WU -EBE, M3- WU -EEE, M3- WU -FHE, M3 -WU -FIE, M3- WU -FBE, M3 -WU -FEE, M4 -WU -BBE, M4 -WU -EBE, F2- WU -BXG, F2- WU -EXG, F3- WU -BHG, F3- WU -B[G, F3- WU -BBG, F3- WU -EHG, F3- WU -EIG, F3- WU -EBG, M3- WU -BEB. Wood Deck System Limitations: I. A red rosin sheet shall be installed on all wood plank decks to eliminate asphalt seepage and bonding of base sheet to wood plank deck. Red rosin sheet may also be installed on plywood decks as an option. 2. Pre - assembled 'Cap Nail' shall not be used for base sheet attachment. 3. TPR fasteners may be used with Olympic plates at the same pattern as olympic fasteners. General Limitations: Product Control No.: 94- 0920.20 1. All asphalt shall comply with ASTM D 312 type II1 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 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. Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 4. An overlay /recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq.. Note maximum design velocity pressure restrictions on spot attached systems. 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 Dade County licensed roofing contractor. 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 used as a bonding substrate shall 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. All attachment and sizing of perimeter nailers and metal profile designs shall conform with Dade County Protocol PA 1 1 1 of the Sout grf�aY3'ysilding Code. Gi1.Diamond, P.E. 112 Product Control No.: 94- 0920.20 12. Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. 13. Roll good materials shall be stored on end and on a clean, flat and dry surface. 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 Florida 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 determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 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. All standard panel sizes are acceptable for mechanical attachment. When applied 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 basc ply) of not more than 90 lbf.. Gil Diamond, 113 Product Control No.: 94- 0920.20 21. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of 300 Ibf. as tested in compliance with PA 105. If F' as field tested, are below 300 Ibf. insulation attachment shall not be acceptable. Gil Diamond, P.E. 114 • NOTICE 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. 2. 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 approval supercedes all previous approvals. it Diamond, P.E. Product Control Division Supervisor • 2. Optional: 1 -Ply - #501", "#602 ", " #603 ", " #605 Panoply" base sheet or " #1000 ESHAvento" , self- adhesive base sheet. Comb. De Slope: Ur 3. • 1 -Ply Item " #602 ", " #603" or " #605 Panoply" or 2 -plies "#501" glass fiber base sheet, 1. 0 mechanically fastened or fully adhered with ASTM D 312 asphalt, hot mopped. be 4. • 1 -Ply Item " #601 Premium" cap sheet, fully adhered with approved cold process adhesive 2. or fully adhered with ASTM D 312 asphalt, hot mopped. ac Non -Comb. Deck 3. Slope: %:12 ba in 1. Optional Insulations: Minimum %z" thick wood fiber, glass fiber, phenolic, perlite or polyisocyanurate board, mechanically fastened. 2. • 1 -Ply " #501 ", " #602 ", " #603" or " #605 Panoply" glass fiber base sheet, mechanically fastened, or fully adhered with cold process adhesive, or " #1004 ESHAvent®" self- adhesive base sheet. 3. • 2 -Plies "#501", " #602 ", " #603" or " #605 Panoply" glass fiber base sheet fully adhered with cold process adhesive at 1'h gal. /sq. each ply, or fully adhered with ASTM D 312 asphalt, hot mopped. 2. •C fu] 4. Manufacturer specified non - fibered emulsion coating at 3 gal. /sq. sett 5. 3M Brand Roofing Granules embedded at 50 lbs. /sq. Comb. Deck Slope: Unlimited 1. Approved underlayment installed per manufacturer's instructions. 2. • " #250 Monterey" SBS modified fiber glass shingles, installed per manufacturer's instructions. Comb. Deck Slope: 1:12 632 Optional Insulations: Wood fiber, glass fiber, perlite, phenolic, or polyisocyanurate insulation board. 4. • 1 -Ply " #650 Panoply" or " #625 Paragon" SBS cap sheet, fully adhered with ASTM D 312 roofing asphalt, hot mopped. LOOK FOR THE MARK %sue II-Fro 4. Non -Comk Slope: 3: 1. 0 pc 3. 4. Fic. Non -Comb Slope: 3: 1. ©c pc ' 2. 3. • b�. AS 2. • 1- or more plies "#501", " #515 ", " #602 ", " #603 ", or " #605 Panoply": .base sheet as,g mechanically attached or fully adhered with ASTM D 312 roofing asphalt, hot mopped, or 1 -Ply of " #1000 ESHAvent® ", self- adhesive base sheet. 4. FIc- 3. • 1- or more plies " #500" or " #506" ply sheet, fully adhered with ASTM D. 312 roofing 5. Pea asphalt, hot mopped. Optional when insulation is used. • Comb. Dec Slope: Y2:1. Deck Type - Uninsulated Rating Slope in 12" BASE SHEET ATTACHMENT Depending on Deck Type Change Spec Number to Read* Mech. See Gen. Req. Fast. Asphalt Combust. /Nailable Wood B 1/2" C.6 X M3 -WI -BHB -H M3 -WU -BHB -H Structural Concrete A 1/2" C.7 M3 -CI -BHB -H X M3 -CU -BHB -H Lightweight Concrete A 1/2" C.8 X A M3 -LU -BHB -H Metal N/A M3 -MI -BHB -H Structural Wood Fiber A 1/2" N/A Structural Wood Fiber N/A Gypsum A 1/2" F.6 N/A Gypsum A 1/2" C.11 X Hot Asphalt M3 -GU -BHB -H Precast Slabs N/A N/A Deck Type - Insulated '. Rating Slope in 12" Insulation Attachment See Gen. Req. Roofing Attachment to Insulation Depending on Deck Type Change Spec Number to Read" Combust. /Nailable Wood A 1/2" F.2 Hot Asphalt M3 -WI -BHB -H Structural Concrete A 1/2" F.4 Hot Asphalt M3 -CI -BHB -H Lightweight Concrete A 1/2" F.5 Hot Asphalt M3 -LI -BHB -H Metal A 1/2" F.3 Hot Asphalt M3 -MI -BHB -H Structural Wood Fiber A 1/2" F.8 Hot Asphalt M3 -SI -BHB -H Gypsum A 1/2" F.6 Hot Asphalt M3 -GI -BHB -H Precast Slabs A 1/2" F.4; F.7 Hot Asphalt M3 -PI -BHB -H .t 3 -4 e M3 -HIGH PERFORMANCE 11 /93•MAUSW M3 -BHB ALL ZONES Roof Membrane materials per 100 sq. feet Base Sheet #501 l ply 30 lbs. Premium"' Type IV - -:$ Ply. Sheet #500 1 ply 9 lbs.' Premium 1" Fiberglass SBS High Performance Premium Polyglass® SBS #601 Asphalt shall be as shown in 0.2 Each mopping will weigh approx. 25 Ibs per 100 square feet. Refer to Tab 2 for General Requirements: Responsibilities, quality control, deck consideration, and other general topics. Refer to Tab 11 for Products and Associated Materials information. Refer to Tab 6 for Execution Specifications. Refer to Tab 7 for Flashing Details. • Change last Character (H =Hot Asphalt): C =Cold Process Adhesive S =SEBS Hot Asphalt The same material must be used to attach the membrane to insulation. 4 Mabrkeir ROOFING COMPANY 1 ply 102Ibs. • Job Address: 1 GENERAL: Type of Roof System Assembly to be Applied: Manufacturer of Roof System Assembly: Product Control Approval Number: System Number from Product Control Approval: 12ao1 -166 9/94 Base Sheet: Fasteners: Ply Sheet(s): Cap Sheet: Asphalt: Contractor ( \ APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION II BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS Complete the following for all Roof System Assemblies: Built -Up Applications and Modified Bitumen Systems Page -1 Process No. (Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System Guide Specification. ) ( Note: If a minimum roof system is to be applied, describe all components within the system and list the manufacturer of each component. DO NOT complete this section if system is Product Control Approved. ) ( Note: No insulation system is acceptable under the minimum roof category. ) Job Address: 9VAS Contractor Built -Up Applications and Modified Bitumen Systems Page -4 Process No. T inches T inches inches FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND INSULATION LAYER(S). (Where Roofing Component not used in Roof System Assembly, fill in with "N /A ".) q Surfacing: 5 '� ( i if applicable cable) t/applieobb) Top Ply: Bonding Material: Ply Sheet(s): 0 Bonding Material: \k Fastener: (if base sheet me Base Sheet: — :c0S"-- Primer. (IJapplic Bonding Material: (if base sheet bonded) Fastener: (if top insulanon layer mech. attached) Top Insulation Layer: (i / applicable) Bonding Material: (if top insulation layer bonded ) Fastener. (ipinndanon mech. attached) Insulation: Bonding Material: ((1 insulation bonded ) Vapor Retarder. • ( if applicabl e ) • DECK: Type: Gage or Thickness: Density. iif concrete dec mute r VT e 1� li Job Address: vows ft- Contractor r inches inches 1 inches FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND INSULATION LAYER(S). (Where Roofing Component not used in Roof System Assembly, fill in with "N /A ".) Surfacing: oA- ( ply describe. Applicable ) Ply Sheet(s): 0 Bonding Material: ,Okk Top Ply: Bonding Material: Fastener: (If bats sheet mec BAVIVL P Base Sheet: Material: (if bare sheet bonded) Fastener: ((flop insulation toyer mech. attached) Top Insulation Layer: (Ifapplicabla) ..... Bondin Material: (i tn turat ion layer bonded) Fastener: (Jf insura:Ion mech. attachrd) Insulation: Bonding Material: (lf ituulotion bonded) / Vapor Retarder (if opplicable) 1 1. IMIKA t1 • *- DECK: Type: QLX. Gage or Thickness: Density, if concrete dec•': si Built-Up Applications and Modified Page -4 itumen Systems Process No. Job Address: J (`11 S Q Contractor , Process No. Top Ply: (Type and method oj attachment ) Surfacing: (Type, if applicable ) Flashing Materials: ( Type and method of attachment ) 4/14 Built-Up Applications and Modified Bitumen Systems Page -3 Job Address: 1L N N.17$7 Contractor G Process No. ( Check one of the following) Recover Re -roof: New Construction If a recover, is the existing Roof System Assembly to be used as a bonding substrate ?: Y N If YES, has an ASTM E907 test been carried out to confirm adhesion of the existing membrane to the substrate ?: Y N (If yes, attach ASTM E907 test report. ) Proposed Fastener: (Attach withdrawal resistance test report. ) Has the deck been examined for moisture ?: Y N (Provide data confirming compliance with Section 3401.9(c) . ) THE SYSTEM: All Roof System Assemblies in the Product Approval have a variety of options. Briefly describe the Roofing Components to be used in the Roof System Assembly and attach a copy of the manufacturer's published specification: Deck: (Briefly describe) Insulation: ( Type, size and method of attachment, if applicable ) Base Sheet or Ply: ( Type and method of attachment ) -- F Ply Sheet(s): ( Type and method of attachment ) Built -Up Applications and Modified Bitumen Systems Page -2 Job Address: 1-5F Contractor Gp r.fis Process No. APPENDIX 'E 123.01.166 9/94 Base Sheet: Fasteners: Ply Sheet(s): Cap Sheet: Asphalt: METRO -DADE UNIFORM BUILDING PERMIT SECTION II BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS GENERAL: Type of Roof System Assembly to be Applied: Manufacturer of Roof System Assembly: Product Control Approval Number: System Number from Product Control Approval: c g c; \ \),-() (Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System Guide Specification. ) ( Note: If a minimum roof system is to be applied, describe all components within the system and list the manufacturer of each component. DO NOT complete this section if system is Product Control Approved. ) ( Note: No insulation system is acceptable under the minimum roof category. ) Complete the following for all Roof System Assemblies: Built -Up Applications and Modified Bitumen Systems Page -1 q u : Rat2O• 2 ' 9: ki* Z. a Job Address: Contractor PERIMETER DETAIL #1: arapet Wall Detail Process No: Coping Cap Gage: Fastener Spacing: _ o.c. Clip Type: Clip Gage: Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Parapet Walls. Insert leaders indicating Roofing Component names, dimensions, thicknessea, etc Include fastener type and spacing used for wood - blocking attachment. Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Areas to be Flashed. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. PERIMETER DETAIL #2: Flashing Detail Built -Up Applications and Modified Bitumen Systems Page -5 Job Address: ID -IV 6ki c] Sr Contractor PERIMETER DETAIL #3: Gravel Stop or Drip Edge PERIMETER DETAIL #4: Gutter Detail Built -Up Applications and Modified Bitumen Systems Page -6 1 Process No. Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gravel Stop or Drip Edge. Insert leaders indicating Roofing Components names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment Gravel Stop/Drip Edge Gage: Fastener Spacing: o.c. Clip Type: Clip Gage: Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gutters. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Gutter Type: Gutter Gage: Fastener Spacing: Deck Type: a Job Address: Mc NE- Contractor r Process No. PERIMETER DETAIL #5: 'Other' Detail Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may eicisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. 33 Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. PERIMETER DETAIL #6: 'Other' Detail Built -Up Applications and Modified Bitumen Systems Page -7 Job Address: M, c riS Contractor Process No. CZ Insert Building and Parapet Heights. (If no Parapet exists, insert "NIA ") Also insert applicable information pertaining to the building below. (See ASCE 7 -88 Fact Sheet Attached ) Exposure Category: Classification Category: At Hurricane Oceanline ?: Y N Basic Wind Speed at Building Location: 110 mph Building Condition based on % of Openings: GROUND LEVEL feet feet BUILDING INFORMATION #1 Built -Up Applications and Modified Bitumen Systems Page -8 Job Address: Sketch Roof Plan roof drains, cricks variable labeled " dimensions per C Code. (See ASCE 7 -88 TiiU e_ cnsr Contracto s 0 ( ` L trill -Up Applications and Modified Page -9 Process No. Sktr , �Ie BUILDING INFORMATION 112: Root rian wnn renmeter ana Lorner utmeltstons it men Systems et, Job Address: 4b Q AS --- 14 1] ¶ Contracto _ o ess No. Roof System Assembly Product Control Approved: If NO, note any deficiencies: Design Pressure Requirements: Field: psf Perimeter Areas: psf Corner Areas: psf Note any limitations: Reviewed Details ?: Notes: — FOR PLAN EXAMINER USE ONLY — Built -Up Applications and Modified Bitumen Systems Page -10 Y N Y N Job Address: \\c J 41-s Contractor Process No. Reviewed Field Test Data ?: Notes: Additional Notes: uifl4 -Up Appflieations and Modified Page-1111 d• Rumen Sy+s4e¢as Y N Plan Examiner MIAMI SHORES VILLAGE, FLORIDA ❑ ❑ PERMIT N? 14081 BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building L. Work to be performed under this Permit_ Architect Contractor or Builder Legal Lot II BI. Description Address of Building CONTRACTOR OR BUILDER Subdi- vision Value of Project $ DATE 195 Contractor's License No Amt. of Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with tEL understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY Owner's Name and Address EBB SHED V LL * GE UILD1NG INSFEC;TION E'ARTMENT APPLICATION (FUR IBUI[ ,'; .ING 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. Registered Architect and /or Engineer _ 41 Date • r , 19 k - No.__, Street • `� • Name and address of licensed contractor__,) Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done.__, I) State work to be done and purpose of building (by floors) and for no other purpose. New Building Remodeling Addition Repairs No. of St?ries / To be constructed of Kind of Foundation Roof Covering Estimated Total cost of improvements $ �" 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 r 1 ,,) ; i d ' . ' . Permit No ( " Date 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 be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed)_` STATE OF FLORIDA, COUNTY OF DADE. j 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. Read, Sworn to and Subscribed before me. Disapproved _ Date s, �� Notary Public, State of Florida (Signed) uilch)ig"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 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.