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ROOFING,.)12.5C Application is hereby wade for the approval of the detailed statement of the plans and specifications herewith submitted for the build • ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. June 27, >a 77 Barbara Lytle Date..._..._ o _ _ I �_.� .. ._ Owners Name and Address Street...... „...._ �� ....... �. No .............._.. ..__ Registered Architect and /or Engineer , ,,, ,,,,,,,,,,,,,,,,,,,,,,,e,, Name and address of licensed contractor Biscayne Roofing Co, 5 180 " E . 11th Ave. Locatipi and legal description of lot to be built on: Lot / Block / 6't Subdivision ' S',. Street and Number where work is to be done 1 044 I ° 7 ° 92 th Street State work to be done and purpose of building (by floors) 'iemove existing roof. slope and flat on front sicie .. cl�l ' nano. ;h...su � :asc e... ra�i.._on�1. ...and . isa...r;a ...1 0 �...�b? .,.... ��.3.._ x 1 a t ... and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering shingle the sq s. Estimated Total cost of improvements $ 3,330.00 Amount of Permit Si. Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Sip lenient, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such su ntractors, on work to be performed under this pennit, as are licensed by Miami Shores Village. Rem rks (Signed STATE OF FLORIDA, COUNTY OF DADE. j ss. Disapproved BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT • MIAMI SHORES VILLAGE Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No.. am ? Date r Read, Sworn to and Subscribed before me. (Signed) Date Notary Public, State of Florida Building Inspector My Commission Expires to me well known, PLANNING BOARD DATE Chairman Member Member Member Member .. ... Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has hecn obtained from the Planning hoard. 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. Date 9 Job Address Legal Description Owner /Lessee / Tenant Wit d / fiAeo j ®to 1 Owner's Address /e .Sivaa- � C ev Address v3O/ Ale Contracting Co. et, /=,t) �� c �tif ' 4. y v+ �c�i ' / O/ Qualifier J 4 J' O6 (# die Phone State ��f �' 41 State # ' C6 Municipal # Architect/Engineer Bonding Company Mortgagor J lL Signature owner and /or Condo President ' Notary as to Owner and/or Condo President My Commission E" r) FEES: PERMIT APPROVED: Zoning Mechanical PERMIT APPLICATION FOR MIAMI SHORES VILLAGE dfr /b y4/ ,,1) ,97 ,cr Tax Folio • • Building 6 . - io Date (`/a 9 f Date Historically Designated: Yes No Competency # COMO GeISW Address Address Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANIC WORK DESCRIPTION rkwiz. 0.0p EN 77/'l 40e,c, 7 ;due +i /-30 mo/r 4-9,/ G4uare Ft. ,3 © O Estimated Cost (value) /3, e—o-- WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT ghT 1YDFr•; PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LEN» 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 w'rk will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICF L PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work wi construction and zoning. Furthermore, I authorize the above -named contractor to do the work s Master Permit # ity f/ Phone 7S AD-7 3 Notary as to Contractor or er- Builder My Commission Flip w. p • Electrical — oa- lc Ins. Co. glit /, ROOFING VING FENCE SIGN be done in compliance with plicable laws regulata3 RADON ' .C.F. 7 . 2 NOTARY ^ 0 BOND 30o TOTAL DUE 03 Plumbing Structural Engineer JUN -18 -99 FRI 13:27 OBENOUR ROOFING 305 7588484 P.01 IVVII' yr W. vnruntIVi..tlritN1 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME Of FIRST INSPECTION v PERMIT NO. TAX FOLIO NO. / l � v- 0(7— G � f i STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: /0 t / dE 97 S/ 2. Description of improvement: , f 4ti 1/0/4/ 3. Owner(s) name and address: Jhc- f .46-$ 60469,6o / /W4 //&" 97 ST Misof4e, 33/3g Interest in property: Name and address of fee simple titleholder; /Y fr 4. Contractor's name and address: 0,4- ,✓or/R- /to SlietT! e � c s✓ pp l Co 930/ ,J 6,4)0 ,Sv /T� 8/0/ .A4 -v0f 4' 5. Surery:(Payment bond required by owner from contractor, 11 any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713,13(1)(a)7.. Florida Statutes, Name and address: / 4- 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice ,es provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Print Owners Name h kvA) £ l f a PU ;OD N Sworn to and subscribed before me this Ai day Of 1 1i .194f Notary Public ' ` " `'' Print Notary's Name' My Commission Expiki An/salCDC;PDI 3 co.u+C. 444 _ L 3/3 r j /c c /coo A" AiI11. d /. T ✓I 6f vEE WATC OF FLORIDN COUNTY OF DADE lHla.'9YtiklifY'hot this h o truo)rSgr ° dar*, od: ftted in'hh office en • . �„ - . w ,.,.r•+� C y� p .. . .,,1.. 1Y ' . , . ...n ^ - , ' ,,,r 1 .1 n: A p r q i 0. G 0 C. fl t` fa, . .u. Prepared by .-ia q 141 Address:: "t`4� 4 Aact rs / o/r S Noll (Ii /7 33 D24 '230 2.52 v Contractor's Name: o -6-f gel ® (Low Slope Application) ❑ (Asphalt/Fiberglass Shingles) Ft. A Deck type: fa/6 /4 SPACING „ fir; Pi ie 99, `` Field: / Perimeter: 6 2 DETAIL 1 & 2 S Op.& 01/ 3 X1,9ey nor 9. Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. 9 add z ti v ,i-lorA -"� ?? J�� 9' �al�dy a/0 ATTACHMENT Fastener Type: / i/ RO ;Pi/1 ? 71Al Corner: _ f Job Address: 4/4 97 $T ROOF CATEGORY ❑ (Nail -On Tile) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof El Re roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft') gy 3 Sloped Roof Area (ft 9$} Total (ft') 3194 Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): 9 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) waver Page -1 ,33 /V _llo If VeY 77' (Mortar- Adhesive Set Tile) ROOF PLAN p Ridge V., lion? Supplement No. 3 Deck type: MEAN HECHT Insulation: tr- n00rStAPC DETAIL 3 SLOPED SYSTEM DESCRIPTION Underlayment: AJ7 /4 b Fa tener type & spacing: SOUTH FLORIDA BUILDING CODE (REVISED 1994) Cap Sheet: Roof Covering: (Pmax3: Ai, x A, (Aerodynamic Multiplier): ) - M = Mr3:cn L9 PCA: 5101 -8 rip edge: 2e ' ' ACC r/,/ • TILE CALCULATIONS (Pmaxl: x X (Aerodynamic Multiplier): + 2 ) - M K. M PCA: 0 C. 6 (Pmax2: X l- X X (Aerodynamic Multiplier): + dg ) - M 1 = M,2: G YPCA: re• ATTACHMENTS REQUIRED I) 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 GP 1/4-Ac/L'/e/ / / �� APPE'N'DIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern the minimum requirements and standards of the industry for roofing system installations. Additionall■, the following items should be addressed as part of the agreement between the owner and the contractor The owner's initial in the adjacent box indicates that the item has been explained. ? 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renaiied in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system) 3. Common Roofs: Common roofs are those which have no visible delineation between eighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can to viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. 5104 APPENDIX "F" C 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may 'ause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. - 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not erloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. 14- 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. .It may be beneficial to consider additional venting which can result in extending the service life of the roof. ICJ-4r 6, Owner Agent's Signature Date `Contractor's Signature Signature r• , .t777 .4 0-02 METROPOLITAN DAOE COUNT' FLORID= METRO•DADE FLAG) ER BUILDING BUILDING CODE COMPLIANCE 0 FFiCt METRO DAOE FLAGLEP Butt D•NO 140 WEST FLAGLER STREET Su 1E 163: MIAMI, Ft.OP1DA 33130 55- PRODUCT CO PRODUCT CONTROL NOTICE OF ACCEPTANCE 5) X75 ?c: FA (3051 375 29:72: TA N � c 7 P 2 ^Monier Lifetile LLC (305) - *. `J. 20 St FAX 1305.1 37i 5': • boca Raton, Florida 33 application for Product Approval of: `. r C Lifetil f o the Villa, C Dad t e County Code governing the use o Alternat a Ms aterial and cede:. and Cyr .s 8 o _•' Cens�n,ct�on, and completely described in the plans, specifications nedlaocl Technologies, The Center for Applied Eogineerioc,,. Inc., and Professional Scrvice be used in Dade industries - -unr in Code on d e CS 2-1 i and thc standard conditions Da on been recommended for acceptance by the Building Cod Compliance Office to ., Florida under thc specific conditions set forth Compliance �no mpl valid after the expiration date stated below. The Building oUd omp --,.s c rese v shall not be roved manner, product or material at any time from the app p: cc for qua th right a sn I this p erform product or matcr��� suspend the use of such P royal if B_Il for Code control testing. If may revoke, m di f y , o suspe i e to of such this due -er rte Code he Building the Compliance Office that this product or material falls to mac - nmcdiattly The Building Code Compliance Office reserves the right Peter by the Building Cod e , .er^ents of the South Florida Building Code. - - ex pense of such testing will be incurred by thc manufa - l. cr 97 - 1124.16 Revises: 95-0322.07 au Rodriguez 95- 031 ACCEPTANCE NO.: 95-0322. _ er E�IRES: 06 Product ConROI Sup FIET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENER THIS IS 1 COORS COKDTTIONS BUILDING CODE CONI_MI` TEE This Cz :r application for Product Approval om has been reviewed by the Miami - Dade Cou de B ldi n gl Co d ' uilding Code Committee to be used in pliance Office and approved by the B ' r. _cer !hc conditions set forth above. 7 7 / � '-/. , .kPPRO\'TD: 06/25/98 Charles Danger, P E Director Building Code Compliance Cep' Miami•Dade Count., MMONIER LIJ ]TILE LLC linderlayment: Roofing Tile: Comments: Wood, Non - insulated SYSTEMS (CONTINUED) Page 9 of 15 Product Control No.: 97.1 124. l o Deck Type: Deck Description: New construction 19 /32" or greater plywood or wood plank. SYSTEM D: Mortar or Adhesive Set Application Slope Range: 2 ":12" to 7 ":12" Note: System D is only acceptable in Ibis slope range. For slopes in excess of 7 ":12 ", refer to System C. Install underlayment system in compliance with Dade County Application Standard PA 120. (See System Limitation k 5.) Install tile in compliance with Dade County Application Standard PA 120 (See Data for Attachment Calculations" included in this Approval.) I. For re -roof applications, 15 /32" plywood is an acceptable substrate tit0' R LIFET1LE LLC Tile Profile Li`etile LLC •.T:a Tile, Pcll Tile, zinc Capri T::e Tile Profile 'Monior L�fet�le LLC Villa. Roil, and Capri Tile Profile • Nlon'er Lrfetile LLC Vlla Tile, Roll Tile. and Capri Tile Tile Application Battens DATA FOR ATTACHMENT CA LCULATIONS Table 1: Aerodynamic Multipliers - X (ft') Approved Nails 1 nail 4.10 (ft) Batten Application 2 nails 7.10 0.27 Table 2: Restoring Moments due to Gravity - M (ft-Ibf) 6 " :12" 3 ":12" Batten s Direct Deck 5.57 6.30 4":12" Batten s 5.48 Direct Deck 6.18 5 ":12" Batten s 5.37 Direct Deck 6.05 Batten s 5.24 Direct Deck 5 9 7' :1 2' or greater Batten Direct $ Deck 5.09 N/A Table 3: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Nall -On Systems Approved Screws 1 screw 22.90 Direct Deck 11.80 21.90_ 25.80 47.10 24.30 Data noted in Table 3 is for installation with a 3" the headlap. Approved screws are as noted in the 'Trade Names of Products Manufactured By Otners' and 'Profile Drawings' sections of this Approval. Clips on eave tile are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. Page 11 of 15 2 screws 49.10 Product Control No.: 97 1124.16 1 nail 24.20 X (ft') Direct Deck Application 0.29 Approved Field Clip With: 2 nails 1 nail 34.80 35.50 1 Approved Eave Clip With: 22.10 9.00 2 nails 32.20 1 3 90 1i Kra'D T rFrTIT.F I.I.0 N10NTER LITETLLE LLC Tile Profile Monier Lifetile LLC Villa Tile, Roll Tile, and Capri Tile DATA FOR ATTACHMENT CALCULATIONS (CONTINUED) Tile Application Direct Deck New Construction (min. 19 / 32 " plywood) Product Control No.: 97-1124.16 Product Control No.: 97-1 124.16 Table 3 -A: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Nail -On Systems Two (2) 10d x 3" long nails 67.50 43.00 Direct Deck Recover /Reroof (min. 1S / plywood) 50.90 Battens New Construction I Tile installation with a 4" headlap using two (2) Approved 10d x 3" long in polymer coated, corrosion resistant, from shank the tileilsClilpstolneeave manufactured holes located 2h tile are not required for this attachment configuration a one unless the Required Moment of Resistance exceeds the values Table 4: Attachment Resistance Expressed as a Moment M, (ft -Ibf) for Mortar or Adhesive Set Systems Tile Attachment Tile Application Resistance Profile 20.60 i Lifetile LLC Villa Tile, Mortar Set Roll Tile, and Capri Tile 86.61 Adhesive Set N1O'"' ER LfETILE LLC SYSTEM LIMITATIONS The standard minimum roof pitch for Monier Lifetile LLC Villa, Monier Lifetile LLC Capri & Monier Lifetile LLC Roll, low profile tile shall comply with Dade County Application Standards PA 118, PA 119 or PA 120, depending on the method of installation. For Dail -oo applications, fasteners for mechanical attachment of tiles shall have a head diameter 'arger than that of the preformed holes in the tile. System installation shall be in compliance with the system specifications outlined ned in this Product C Approval. The method of attachment utilized shall provide sufficient to meet or exceed the required resistance determined in compliance with Dade County Protocol PA I I > or PA 127. Tile profiles listed here been ons t for e n starllotionNin wind nth PA I uplift performance, therefore. attachm ent calculations PA 127 shall be done as a 'Moment Based System'. For 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. For tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch unless stated otherwise by the underlaynrent material manufacturer's published Itterarure All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. Applications for roofing permits shall include a completed Section Hof the Uniform Building Permit, a copy of manufacturer'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. The applicant shall retain the services of a Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. Samples taken shall be in compliance with Dade County Protocol PA 112, Appendix 'A'. Fire classification is not part of this aceptance. Page 10 of 15 Product Control No.: 97 1 1 - Frank Zuloaga, RRC ti1Oh1IR Lff£TII.E LLC ACCEPTANCE NU; 97- 1124.16 135 N ,W. 2 0 0 S St . r Li LLC APPRO� June 25 1998 135 t EXp�S Junes , 2001 Boca Raton, FL. 33431 NOTICE OF ACCEPTANCE STANDARD CON iONS shall be considered after a renewal application has been Renewal of this Acceptance (app roval ) Filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's na city, state, and the following statement: conditions of t Acceptance. Product Control App as specifically stated in the specific Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Coehangesng the evaluation of this product and the product is not in comp liance with the code b) The product is no longer the same product (identical) as the one originally approved; c) I f the Acceptance holder has not complied with all the requirements of this acceptance, p including the correct installation of the p roduct; d) The engineer ineer who originally prepared, signed and sealed the required documentation initially s ubmitted, is no longer practicing the engineering p rofession. Any revision or change in the materials, use, and/or manufacture of th( product or prroci s as automatically automatically bt cause for termination of this en with appropriate fee) and granted by this (through the filing of a revision app Cato office ,A n. of the following shall also bce grounds for oduc or processs Accep�Ce' advertising or any a) Unsatisfactory perform roduct, for sales, b) Misuse of this Acceptance as an endorsement of any p other purposes 6 The Notice of Acceptance number preceded by the words Miami-Dade County, and Florida, an onion of the followed by the expiration date may be displayed e done en its entirety. I any P Notice of Acceptance is displayed, then it shat A c opy of this Acceptance as well as approved drawings and other documents, whale it applies sha p II be provided to the user by the manufacturer or its distributors an shall the ee available for inspection at the job site at all times. The copies need no neer. with any section of this Acceptance shall be cause for termination and removal 8 Failur e to comply of Acceptance. 9 This Acceptance contains pages 1 through 15. END OF THIS ACCEPTANCE �rr oaga, Page 15 of 15 Product Control No.: 97.1124.16 METRO -D PRODUCT CONTROL NOTICE OF ACCEPTANCE The expense of such testing will be incurred by the manufacturer. Acceptance No.: 97 0804.21 Revises No.: 95 - 1003.03 Expires: 11/04/00 Approved: 11/04/97 Internet mail address: postmaster @buildingcodeonline.com • if . . 'r METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 aul Rodriguez PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Your application for Product Approval of: GAF Conventional Built -Up Roof Systems for Wood Decks under Chapter 8 of the Metropolitan Dade County Code goveming the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Dynatec/: Engineering, inc., Factory Mutual Research Corporation, and Underwriters Laboratories, 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 -40 and the standard conditions on page 41. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in Dade County, Flori under the conditions set forth above. Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com Deck Type 1: Deck Description: Base Sheet: Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: Wood, Non - insulated New Construction or Reroof 19 / 32 " or greater plywood or wood plank decks System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. GAFGLAS® #75, GAFGLAS #80 Ultima Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS FlexPly, GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 5 / tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the field. Two or three plies of GAFGLAS® PLY 4 ®, GAFGLAS FlexPly 6 or GAFGLAS® PLY 6® ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (Required if no cap sheet is used) Install one of the following: I .GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5 gal. /sq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. -45 psf. (See General Limitation #7) 'A'. See General Limitation #2. Page 21 of 41 Product Control No: 97 0804.21 6 ":12 "; See General Limitation #3. N- B -3 -G, N- B -3 -C, N- B -3 -M, N- B -4 -G, N- B- 4 -G /P6, N- B -4 -M, N- B- 4 -M /P6, N- B-4 -C, N- B- 4 -C/P6, N- B -5 -C, N- B- 5 -C /PC, N- B -5 -G, N- B- 5 -G /P6, N- B -5 -M, N- B- 5 -M/P6 ga, Roofing Product Control Examiner Wood Deck System Limitations: Product Control No: 97- 0804.21 1. Fastener spacing for anchor sheet attachment is based on a Minimum Characteristic Force (F') of 95 Ibf or greater as tested in compliance with Merto -Dade County Protocol PA 105. If F' as tested is below 95 lbf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Merto -Dade County Protocol PA 105 and calculations in compliance with Metro -Dade Roofing Application Stanadrd PA 117. All standard insulation panel sizes are acceptable for mechanical attachment. When panels are applied in hot asphalt, maximum panel size shall be 4' x 4'. a. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of 275 Ibf. as tested in compliance with Merto -Dade County Protocol PA 105 & Roofing Application Standard PA 117. If the fastener value, as field tested, are below 275 Ibf. insulation attachment shall not be acceptable. 3 A slip sheet is required with Ply 4® Flex Ply" 6 and Ply 6® when used as a mechanically fastened base or anchor sheet. 4. % Type X gypsum board is acceptable to be installed directly over the wood deck.. Page 37 of 41 u oaga, Roofing Product Control Examiner GENERAL LIMITATIONS I All asphalt shall comply with ASTM D 312 type III or type IV requirements, and approved by applicant. 2 Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Roofing Materials Directory or other fire testing data listed in the testing file. Fire ratings shall be in strict 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 and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used, install one layer of GAFGLASS STRATAVENT Perforated, laid dry.A base 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: Spot attached systems shall be limited to a maximum design pressure of -45 psf. Where STRATAVENT Perforated is used over approved isocyanurate foam insulation, the maximum design pressure is limited to —60psf. 5 All work shall be performed by a contractor licensed to do roofing work in Metro -Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer, and the requirements of the SFBC. 6 The submission of system specifications and details shall accompany the Section 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. Page 38 of 41 Product Control No: 97- 0804.21 ran Zuloaga, Roofing Product Control Examiner . - • 1 Page 39 of 41 Product Control No: 97- 0804.21 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with Metro -Dade County Roofing Application Standard PA 117. (When this limitation is specifically referred within this NOA, General Limitation #20 will not be applicable.) 8 All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Metro -Dade County Roofing Application Standard PA 111 and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. All details shall comply with the provision of the South Florida Building Code. 10 Fastener spacing for base sheet attachment is based on a Minimum Characteristic Force (F') value as tested in compliance with Metro -Dade County Protocol PA 105. If the fastener values as tested are below those listed in the System Limitations, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro - Dade County Protocol PA 105 test report and calculations that comply with the wind load requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard PA 117. 11 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with PA 105. If the fastener value, as field tested, are below 275 Ibf. insulation attachment shall not be acceptable. 12 Asphalt moppings shall be with applied with approved asphalt and shall be in compliance with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 13 Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive, which shall comply with provision of Roofing Application Standard PA 117. Roofing Product Control xam Page 40 of 41 Product Control No: 97- 0804.21 14 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 15 In re- covery/re- roofing applications, prior to the application, all existing roof surfaces used as a bonding substrate shall be tested in compliance with Metro -Dade County Protocol PA 124 for uplift resistance. Test pressures shall be calculated in compliance with the wind load requirements of Chapter 23 of the South Florida Building Code to the design pressure of the roof. 16 In re- roofing applications, moisture content in an existing roof must be in compliance with Section 3401.10(m), (n) of the South Florida Building Code. 17 Roll good materials shall be stored on end and on a clean, flat and dry surface. 18 If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 19 Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with sections 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 20 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, corners). No rational analysis, nor extrapolation shall be pemiitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners, and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) u oaga, Roofing Product Control Examiner ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) Continued 29. Deck: NC Incline: 1/4 Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat: One or two applications "Gacoflex UB- 7050 ", applied at 1 gal /sq /application or three applications, applied 1 -1/4 gal /sq /application (16 -32 dry mils). Surfacing: "Gacoflex UA -65" Series (various colors), applied 1 gal /sq (12 dry mils). 30. Deck: NC Incline: 1/2 Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat: One or two applications "Gacoflex UB- 7050 ", applied at 1 gal /sq /application or three applications, applied 1 -1/4 gat/sq/application (16 -32 dry mils). Surfacing: "Gacoflex UA -60" Series (various colors), applied 1 gal /sq (15 dry mils). 31. Deck: NC Incline: 2 Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat: "GacoSil S- 1000 ", applied at 1 gat /sq (10 dry mils). Surfacing: "Gacoflex S- 1000 ", applied at 1 gal /sq (10 dry mils). 32. Deck: NC Incline: 1 Foam: "Polyfoam 251" or "Polyfoam 303 ", any thickness. Surfacing: "Gacoflex Ure- Shield 7007 ", 40 dry mils. 33. Deck: NC Incline: 2 Foam: "Polyfoam 275 ", any thickness. Base Coat: "Gacoflex A- 6211 ", 1 -1/2 gal /sq (14 dry mils). Surfacing: "Gacoflex A- 6200" series (various colors), 1 -1/2 gat /sq (14 dry mils). 34. Deck: NC Incline: 2 Foam: Polyfoam 251, "Polyfoam 275" or "Polyfoam 303 ", any thickness. Base Coat: One or two applications "Gacoflex UB- 7050 ", applied at 1 gat /sq. /application (16 -32 dry mils). Surfacing: One application of "Gacoflex A -55 Series" (various colors), applied at 1 -1/2 gal /sq. (15 dry mils). 35. Deck: NC Incline: 1/4 Foam: "Polyfoam 251 ", "Polyfoam 275" or "Polyfoam 303 ", any thickness. Base Coat: "Gacoflex UB -64," applied at 1 -1/2 gal /sq. (18 dry mils). Trowel Coat: 30/60 mesh crushed walnut shells mixed at a rate of 5 lb /gal with "Gacoflex UB -64," applied at 1 -1/2 gal /sq or "Gacoflex UB -64", applied at 1 -1/2 gal /sq (18 dry mils) followed by the broadcast application of 30/60 mesh crushed walnut shells applied at 7 -8 lb /sq. Surfacing: "Gacoflex U -66 ", applied at 1/2 gal /sq. (6 dry mils). GAF MATERIALS CORP R1306 1361 ALPS RD, WAYNE NJ 07470 "RUBEROID 20" or "RUBEROID Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) Georgia- Pacific "Dens- Deck =" overlayment board may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to "Dens- Deck" in hot asphalt. "GAFGLAS Stratavent Naitable Base Sheet" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 Premimum Base Sheet ") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAFGLAS Stratavent (Vent -Ply) perforated" or "GAFGLAS Stratavent (Vent -Ply) for nailable decks ". Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt gtass mat base sheet ( "GAFGLAS #75 Base Sheet ", "GAFGLAS #80 Premium Base Sheet" or "GAFGLAS Stratavent (Vent -Ply) for nailable decks ") may be substituted for G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. 1999 Roofing Mate 1 Systems Directory LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 141 ROOFING SYSTEMS (TGFU)— Continued "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Ctass A, B or C systems listed below. When "pertite" is referenced, this includes "GAFTEMP PERMALITEt" or any other UL Classified pertite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. pertite board and deck with rosin paper (pertite /rosin paper /polystyrene /pertite) is a suitabte alternate for isocyanurate board in the following Class A, B or C systems. " GAFTEMP Isotherm RA ", " GAFTEMP Tapered Isotherm RA" and "GAFTEMP Composite A" may be substituted for any isocyanurate insulation in any of the fotlowing Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. Class A, B and C. Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): One or more layers pertite, wood fiber, glass fiber, isocyanurate, urethane, pertite /isocyanurate composite, pertite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers pertite, wood fiber, glass fiber, isocyanurate, urethane, pertite /isocyanurate composite, pertite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers pertite, wood fiber, glass fiber, isocyanurate, urethane, pertite /isocyanurate composite, pertite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet: Two or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet: Any UL Classified gravel surfaced Ctass A asphalt glass fiber mat system. 5. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 6. Deck: NC Incline: 3 Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet':. 7. Deck: C -15/32 Incline: 2 Insulation: One or more layers pertite, glass fiber, isocyanurate, urethane, pertite /isocyanurate composite, pertite /urethane composite, phenolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type GI, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule). "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granute). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 8. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers pertite, wood fiber, glass fiber, isocyanurate, urethane, pertite /isocyanurate composite, pertite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. 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 . 6,.a- 17 26 ?pc t' 5 °r :1 2 27 - 52 3 28 53 4 29 54 5 30 55 6 31 56 7 32 57 8 33 58 9 34 59 10 35 60 11 36 61 12 37 62 13 38 63 14 39 64 15 40 65 16 41 66 17 42 67 18 43 68 19 44 69 20 45 70 21 46 71 22 47 72 1• 23 48 73 24 49 74 25 50 75 Owner's Name: 614. 5 ® t Permit #. 44 ( 4 lob Address (044 64, l - 4 11 �'C'. Mt !kit ( 64- Eo ELg.4 Roofing Contractor 01,6 oi. ..g O 'Ft 04 . 6 7 Type of Tile: 6 Ili 1 - ' 0 (. \°- FCt&J -4 SET Date Installed 7.10 •99 Approximate Roof Height: 1 4 feet Roof Pitch ' 1 Type of Access to Roof: Scaffolds - Ladder Other Approximate Square Footage of Roof' 4(70 ft 2 Required Testing Force: 35 lbs. Testing Equipment: Chatillion DFIS 100 Date Tested 1 • Z' •Rq Du Quesne & Associates, I n c. L:1 Consulting Engineers Testing Le$cratory Building Inspection Services ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE (t1 ACCORDANCE WITH METRO-DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 orge Du Quesne, P.E. �� vil Engineer Via, #24513 DioQuesne & Assoc , , Inc. E.B. License #0005245 Lab Certification #94-0318.01 SITE SPECIFIC INFORMATION 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. Environmental • Civil o Structural THIS PA 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. Please Note: This form is not valid unless Company logo appears in color (burgundy) 7815 S.W. 24th Street • Suite 109 • Miami, Florida 33155 • Telephone (305) 264 -1425 • Fax (305) 264 -1426 UTR ej, 51 I N SKETCH OF ROOF . 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