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1201 NE 98 St�ORFS r coRioP/ Inspection Number: INSP -36128 Permit Number: RF -7 -06 -1941 A Inspection Date: 01/02/2007 Inspector: Grande, Claudio Owner: GARCIA, ENRIQUE Job Address: 1201 98 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: J QUINTERO ROOFING CORP Building Department Comments Friday, December 29, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 CL Block: Permit Type: Roof Inspection Type: Final Work Classification: Roof - New Phone Number Parcel Number 1132050090220 Lot: Page 1 of 2 4 JAN 0 2 2 1 VO Inspector Comments Passed t / Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. �ORFS r coRioP/ Inspection Number: INSP -36128 Permit Number: RF -7 -06 -1941 A Inspection Date: 01/02/2007 Inspector: Grande, Claudio Owner: GARCIA, ENRIQUE Job Address: 1201 98 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: J QUINTERO ROOFING CORP Building Department Comments Friday, December 29, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 CL Block: Permit Type: Roof Inspection Type: Final Work Classification: Roof - New Phone Number Parcel Number 1132050090220 Lot: Page 1 of 2 Inspection Date: 12/08/2006 Inspector: Grande, Claudio Owner: GARCIA, ENRIQUE Job Address: 1201 98 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: J QUINTERO ROOFING CORP Building Department Comments Thursday, December 7, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 11 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132050090220 Lot: Page 1 of 2 Passed Inspector Comments ixt-N cf0' ...... a ln i'- /� -:12-7,) l Y 4�y Failed av 1 Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 12/08/2006 Inspector: Grande, Claudio Owner: GARCIA, ENRIQUE Job Address: 1201 98 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: J QUINTERO ROOFING CORP Building Department Comments Thursday, December 7, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 11 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132050090220 Lot: Page 1 of 2 Ftenzid4 Root T Seiw:cQZ, 1444. 1500 Wel, tCopcuns Road, Pomparto FL 33064 November 27, 2006 J. Quintero Roofing 7570 NW 14 Street # 102 Miami, Florida, 33126 Job Address: 1201 NE 98 Street, Miami Shores Permit # RF06 -1941 Job # 06 -2893 Building Department Official; Sincerely, Florida Roof Testing Services Fuel Ho w.1€ Frederick Hernandez General Manager Attachment Phone,: 954- 975 -9010 %cJi N0,4: 02-0114.01 SLnce' 1998 As requested Florida Roof Testing Services, Inc. performed a tile uplift test on the building described within the attached report. Please find enclosed, Site Drawing, Test Results and Gauge Calibration Certificate. The tile uplift test consists of placing a load test device manufactured by, Chatillon Industries, [Model LG -100] over the tile with an adjustable connector placed under the front lip of the tile and gradually increasing upward pressure until a reading of 35 pounds is obtained. All testing was conducted in accordance with FBC 2004 -TAS 106. Florida Roof Testing Services responsibility in this project was specifically tile uplift testing to a specific limit. No other conclusions or observations are expressed or implied. Florida Roof Testing is not responsible for any damaged or broken tile during the course of the test. Florida Roof Testing Services appreciates this opportunity to be of service. If you have any questions or need additional information, please do not hesitate to call the undersigned. Raw.' 954 - 956 -0990 Location Perimeter Area # Tests # Damaged # Failed Perimeter P =3' 1155 12 0 0 Corners 81 9 0 0 Field 2564 13 0 0 Total 3800 34 0 _ 0 Job Address: 1201 NE 98`" Street, Miami Shores Permit # RF06 -1941 Job # 06 -2893 Application Method: Foam Set, Hanson, 3800 sq. ft. Date Tested: 11/21/06 Test Results: Pass Tech: Ravi Roof Diagram & Test Locations: Note: All measurements are approximate. Please Replace Any Broken or Cracked Tile. 30 35 T T 30 T T T 3D 40 T T • Page/2 TAS 106 - TUeuptift RepowtRe -cult' T 25 K. Venkatesan, P.E. Florida Registration No. 42793 AS RECEIVER!. CALIBRATEII TEST ( LBF ) TENSION COMPRESSION TENSION COMPRE STANDARD 20.0 0.0 0:0 . . -20.0 20.2 40.0 0A: 0.0. X0.0 402 60.0 0.0 , . 0.0 -602 60.5 80.0 0.0 0.0 -50.5 805 100.0 0.0 04 -1002 1002 110.0 OA 0.0 - 110.0 110.0 NOTE: 1. THE ABOVE LISTED RESULTS RELATE ONLY TO THE MODEL AND SERIAL NUMBER OF THE UNITAS SPECIFIED ON THIS CERTIFICATE OF CAI BRATIOI 2. CALIBRATION PERFORMED AT 71.42 DEGREES j AND 62 0 s RA! .:..:.:. . • 3. THIS CERTIFICATE OF CALIBRATION SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITHOUT THE WRITTEN APPROVAL or AMETEK, INC. 4. CALIBRATION STANDARDS HAVE'A ONE YEA.R CALIBRATION CYCLE. CALIBRATION TRAC>LABILITy WS2 ;: • y _:.: -.. ••, 170 -184 .. WS23. 1.70 -088 • - AMETEK Test and Calihration Instruments Division certifies that the product referenced in the Certificate meets specifications; and, finiher certifies that the referenced instrument was serviced. and/or calibrated using quality and manufactwing systems governed by the requirements of 9001 registered compliant, file UL A4716: C1 FLORIDA ROOF TEST/NO': SERVICES, 1 500 West Copan*. kiSd, D2-7 TRACEABIUTY STATEMENT TRACEABILITY AS DEFINED BY THIS CERTIFICATE 15 10 AN AMETEK TEST AND CALIBRATION INSTRUMENTS DIVISION LABORATORY REFERENCE STANDARD, OR STANDARDS. SAID STANDARDS ARE ULTIMATELY TRACEABLE BY MEANS OF AN UNBROKEN CHAIN Of CALIBRATIONS TO THE It;ITERNATIONAL SYSTEM OF UNITS (SI-SYSTEME IN1] ER1 D'UNITES)THIppou AN ACCREDITED NATIONAL METROLOGY INSTITUTE (SUCH AS NISI; PTB/DKD, BNIK LNE, IGMC, DTI, CENAM, ETC), O1 BY TO A NATOBAI CONSTANT ACCEPTED BY CGPM AND CIPM AMETEK CALIBRATION NORMS ARE IN ACCORDANCE WITH niE BASIC REQUMEMENTS OF LSO 10012 AND ANSI Z540-1. REFERENCE: ISO 17025, SECTION 5.6 MODEL: LG-100 CALIBRATION PROCEDURE:MGFP-78 DATE CERt IVIED: 8/31/2006 SERIAL NUMBER: R04354 YYuIMUhIa — '-r- 'a..•v..• vv......v.. -� NO LADDER ON THE JOB, NO PICTURES LEFT OF HOT MOP IN PROGRESS. 8/22/06 CG. Inspector Comments Passed Failed 4 Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 08/22/2006 Inspector: Grande, Claudio Owner: GARCIA, ENRIQUE Job Address: 1201 98 Street NE Project: <NONE> Contractor: J QUINTERO ROOFING CORP Tuesday, August 22, 2006 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 22773 M. Permit Number: RF -7 -06 -1941 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1132050090220 Lot: Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I.NSrP -22772 i um rer: RF -7 -06 -1941 Inspection Date: 08/16/2006 Inspector: Grande, Claudio Owner: GARCIA, ENRIQUE Job Address: 1201 98 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: J QUINTERO ROOFING CORP Building Department Comments Tuesday, August 15, 2006 1 6 EC Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132050090220 Lot: Page 2 of 2 Infractio Passed Comments TIN CAP SPACEING False Passed 9 4' Inspector Comments ° Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I.NSrP -22772 i um rer: RF -7 -06 -1941 Inspection Date: 08/16/2006 Inspector: Grande, Claudio Owner: GARCIA, ENRIQUE Job Address: 1201 98 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: J QUINTERO ROOFING CORP Building Department Comments Tuesday, August 15, 2006 1 6 EC Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132050090220 Lot: Page 2 of 2 Date Thursday, August 10, 2006 08/10/2006 Check Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: RF -7 -06 -1941 Invoice Number: RF -7 -06 -25639 Applicant: ENRIQUE GARCIA Company Name: Owner Address: 1201 NE 98 ST MIAMI SHORES, FL 33138 Job Address: 1201 98 Street NE Miami Shores Village, FL 33138- Payment Type Check Number 2977 Amount $378.95 Change $0.00 Total Payment: $378.95 Page 1 of 1 Issue Date: 8/1/2006 Owner's Name: ENRIQUE GARCIA Permit Type: Roof Work Classification: Roof - New Job Address: 1201 98 Street NE Contractor(s) J QUINTERO ROOFING CORP Phone Primary Contractor Yes Comments: RE -ROOF AND FLAT ROOF Additional Information Miami Shores Village, FL 33138- Type of Work: Re -Roof Additional Info: Classification: Residential 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, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Miscellaneous Fee Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $8.40 $2.80 $18.75 $331.25 $9.00 $8.75 $378.95 Building Department File Copy Aitr Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 01/28/2007 Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RF - - - 1941 Phone: 1132050090220 Lot: PB: Total Square Feet: 4250 Total Valuation: $ 14,000.00 Re • uired Ins • ections Tin Cap Hot Mop Tile In Progress Up Lift Report Final Roof Invoice Number RF - 7 - 06 - 25639 Total: cl\ .% AUG 1 0 BBD Amt Due $378.95 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. ■v\c-0 --- la I oco Miami Shores Village iolo� g P Building Department "al y.x Irv\.. 3 a i D42 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 . (u4W BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) 5D Rr Q VC RA el g Phone # 30,c 75 2 Owner's Address / 2. ,0/ 1. 5T City /149 H ,'79O/Pb State FL Zip ' Tenant/Lessee Name Phone # Job Address (where the work is being done) ®/ City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO • Contractor's Company Name J &/1/427 WOOF /lti6 e eP Phone # �DS� 6? ' ! . Contractor's Address /.S CZ") /4 TER P, City D,9 Ui E State FL Zip ' 3 3 2 S ^ Qualifier Name e,i9R LOS (i J2., Q j` Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ I4') 000 O V ME7M Permit No. g. aster Permit No. Plumbing Square / Linear Footage Of Work: 4' -5 - 6 Type of Work: LlAddition ❑ ['New --�� Repair/Replace El Demolition R Work: -' R 9D F / L L Rao f / 9 / ( / f ! 5 / /- ( ******** , * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ ta ) .0F -I CCF $ 6 4C CO /CC Notary $ Training/Education Fee $ 2. Technology Fee $ a Scanning $ q.C13 Radon $ Bond $ Code Enforcement $ Double Fee $ S /f (� Structural Review. $ Total Fee Now Due $ 7 • 9 .S '' d' C 2 l 51 DPBR $ Zoning $ Mechanical Roofing 1 0 PAM See Reverse side -� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _ , by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) r/oc, Plans Examiner Engineer Zoning BUILDING PERMIT APPLICATION FBC 2001 City Miami Shores Village Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Electrical // �� Plumbing Mechanical Owner's Name (Fee Simple Titleholder) E 2,:!Jv6 �7, Phone # 305 757' e:78.2 Owner's Ad ss ,. ,..,/,..-- 2!'''',�5 ��- City — l ,9..-f. ��.E5 State j� Zip 33/3.8 Tenant/Lessee Name ,,c./» Phone # Job Address (where the work is being done) 1,201 /1 County Miami -Dade Is Building Historically Designated YES NO Permit No. Master Permit No. zip 33/3 Contractor's Company Name Q (I ,` 01 YO Roof i h5 Core, Phone # 305-.26 "1,o2 6 Contractor's Address q 0 5 W ? Q _ _-_, City . 9(4 V i State F L Zip 3.33 (;S Qualifier CCI �40S K, D L41 vt 2 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 1/ ) %J O0O, 00 Total Fee Now Due $ (Continued on opposite side) Square Footage Of Work: 1 5Q Type of Work: ['Addition DAlteration ❑New ® Repair /Replace El Demolition Describe Work: f e'rOO T7/ e- t'ao4 - it/ 1-1, > - F/ol't r'ai, * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ CCF $ Notary $ Training /Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Contractor The foregoing instrument was acknowledged before me this 15 The foregoing instrument was acknowledged before me this /5 day of ...7/1./A/ t— , 20 0 G, by I7c? ,-ir f2 , 4 , day of d ✓ vp , 20 04 b Cii ✓7( *juq ce, who is personally known to me or who has produced who is personally known to me or who has produced // as identification and who did take an oath. Owner or Agent NOTARY1U Sigri 31.Cit1 •� Prinq:'oai 13, ., My Omtrif Lo1i E)Cpir s , nc a n;�, Inc, 8003857019 As identification and who did take an oath. Signature ************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No. C- C C / 3. s q 3 APPLICATION APPROVED BY: Chc 10/14/03 NOTARY PUBLIC: �a SKY • Sign:f Print: ;n ze Expires October 13, 2008 ` °Pk,tV P ^n @cdm fan =InBtChva Inn G00.:25.7010 My Commission - Expires. -- Certificate of Competency No. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning This instrument prepared by: Name 3. QUINTERO ROOFING CORP. Address 7570 NW 14 ST MIAMI, FLORIDA Tax Folio I (- 3o20s'Q�q– Oaf Permit # State of Florida County of The undersigned hereby give notice that improvement 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: Lot /Unit # 1 ° Block /Bldg# Subdivision /Condominium: ( )Plat Book ( )OR Book Page , County, Florida ( )Lengthy Legal, please see description attached here to as Street address: 20 I N E' s't (available) ,A ;614i; 51'I6r'es)Fl 33113� 7 a o 2. General description of improvement: 3. Property Owner Name: ,...-jt/ K cp.' 1 Me ' _ j i A Mailing address: 11-0 1 N E q v .e�. and interest in property Pei / 4i c.>4 ff. , -L'' 33/3 8 Name / mailing address of fee simple title holder (if other than owner) 4. Contractor name: Address Phone number: 5. If Surety Bond, name: and address of Surety: Phone number: 6. Lender name: Address Phone number: 7. Persons within the State of Florida (names and acdresses) designated by property owner upon whom Notices on other documents may be served as provided by section 713.13 (1) (A)., Florida Statutes: Name: Address Phone number: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(B), Florida Statutes. Name: Address Phone number: 9. Expiration Date of this Notice (expires 1 year from date recorded u ess a different date is specified) Owner Signature: Printed Name: Signature of Notary: Printed Name: TICE OF COMMENCEMENT J 3. QUINTERO ROOFING CORP. 7570 NW 14 ST MIAMI, FLORIDA 33126 (305) 265 -9226 Fax # (optional if service fax is acceptable): (305) 597 -0115 SWORN TO AND SUBSCRIBE before me this /5 day of ✓AAv , 20 d C , by fir„ y - , v u1 6a s'C iii , who is personally identificatidn, and who did ___ U ake . n oath. ornmi-.ion # DD36247 a ' ros c o.er 13, 2008 got* 'Rey Reiff = Ins5r6Aee Mc. tOSIA95.IPL Return Recorded Document to: (Name and Address) 111111111111111111111111111111111111111111111 CFN 2004SR0715319 OR Bk 24684 Fg 1807; (1P9) RECORDED 06/30/2006 15:45:49 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY► FLORIDA LAST PAGE (space aoove mis fine is reserveo ror recording omce use) Fax # (optional if service fax is acceptable): Fax # (optional if service fax is acceptable): Fax # (optional if service fax is acceptable): Fax # (optional if service fax is acceptable): STATE OF 1 HEREBY (space above this line Is reserved for recording office us 1524.1 As it pertains to this section, it is the responsibility of the roofing gentrecior to provide tflp oviper with the required roofing permit, and to explain to the owner the content of this sectiore the Ordlrisiopg of•Chapter 15 of the Florida Building Code, Building govern the minimum requirements cc; standard! c 'the;industr! for roofing system installations. Additionally, the following items should be addressed as part or the at reCrtien! between the owner end 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 15 (High Velocity Hurricane Zone) " re 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 renailed accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. 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 neighboring is (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /or owner shout 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 be iewed 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 Florida Building Code provides the option f maintaining this appearance. • • •• .. •.. • • • • • • • .•. • • • • • ... • • • • • • • • • • • • • • • • • • • • • . • . • • • . • SECTION 1524 • • • • • HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS ' Of IFICAT.IbN EcR RQOfING. CONSIDERATIONS "' • • • __5. Ponding Water: The current roof system and /or deck of the building may not drain well and may use 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 roofin• 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 tl}e Florida Building Code, Plumbing. _7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of e 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. gent's Signature f2a/ ,c% ?"' Property Address Rev:1 /20 /2005,Computer Services, Building Date Contract g or' Signature BY: d��. 2 o 2006 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 15.32 Section A (General. Information) • • • • • • • • • • • • (9CQ - • . •. • Master Permit No. P rocess No. • • • • • _ • • • Contractor's Name �l T Q / `'t h 1-C 1' 0 1� o o T • fr► y C I ►' P Job Address – 0 Jg Low Slope ❑ Asphaltic Shingles ❑ New Roof Ig Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 3 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 1 150 • ••• • • • Florida Building Code Edition 2004 :. • High - Velocity Hurricane Zone Uniform Permit Application Fbrm► ROOF CATEGORY ❑ Mechanically Fastened Tile. Mortar /Adhesive Set Tile ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE • • ••• • • •• •. • • •• •• ••• • • • • • • • • • • • • • • •.• . • • • • • • • • • • • • • ••• • • • • • • • ▪ • •. • •• • ••• • •.• • • • • • • • ❑ Repair ❑ Maintenance Total (SF) �.dSO CI f1RIMA 01111 III��/D rf1nR _ 01m rmtw_ Section C (Low Slope Application) Fill In specific roof assembly components and Identify manufacturer (If a component Is not used, Identify as "NA ") System Manufacturer: Product Approval No.: 03-0501 • Or Design Wind Pressures, From RAS 128 or Calculations: Pmax1:" 111 � � . Pmax2: — $ - • d Pmax3: T —12 q.3 Max. Design Pressure, 1 rQ m the specific Product Approval system: - Deck: Type: Gauge/Thickness: Ply vvo, Slope: 1 /02 I; GqF Anchor /Base Sheet & No. of PIy(s): N/4 Anchor/Base Sheet Fa been rBonding Material: Insulation Base Layer: / V jA Base Insulation Size and Thickness: / 4- Base Insulation Fastener /Bonding Material: ^ /hd Top Insulation Layer: A/l4 Top Insulation Size and Thickness: /V/ / A- Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Piy(s): (111 vvi k f e 4 5fQ Base Sheet Fastener/Bonding Material: l ' /q" R5 Nails' Ply Sheet(s) & No. of Ply(s): ,2 F bee l a 55 Ply Sheet Fastener/Bonding Material: 1-101 /-s � tik l t Top Ply: CU 511e-ft Top Ply Fastener/Bonding Material: Ho* AS It FLORIDA BUILDING CODE— BUILDING Florida Building Code Edition pgO4.• . • • • • High - Velocity Hurricane Zone Uniform Permit Applit:aQortForm. • • N% 4 • • ••• • • • ••• ROOFVS6F ABLIES 114) IMfjOPpTRUCTURES • • • ••. • • • . • • • • • • • • ••• Surfacing: / f •. • • • Fastener Spacingf2rllncher/$ ... • Field: " oc @ Lap, # Rows Perimeter: b " ob @ Lap, # Rows II @ : " oc Corner: - 6 " oc @ Lap, # Rows I f @ b " oc Number of Fasteners Per Insulation Board: Field Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit star VV b � r y lH ss ulcisigfc: 410 ( FT • • • • . • • • • • • • • • • •. ••• •• aseSltaet attachment: ••i • Perimeter Corner FT. / / �" Parapet Height J 0 Mean Roof -- Height 15.33 ' • ••• . • • • •• • . 1 f �+ • • • • • • • • Roof System Manufacturer: • . 4 0 5 O i1 R 6 c l.1-e, J'e ••• . • '. • . : :.. .. Notice of Acceptance Number : Minimum Design Wind Pressures, If Applicable (From RAS 127 or - Calculations): 1: 6 i 5� P2: a t 03 P3: a f 0 3 Maximum Design Pressure (From the Product Approval Specific System): 31,3 e .ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 15.34 Florida Building Code. Edition 200': High- Velocity Hurricane. Zone Uniform Permit Application I`oim: Section D (Steep Sloped Roof System). • • ••. . • • • ' • • • • • • • • '• '•' • • • • • • • • • • • • • • • • • • • • • • • • • • • .••• • • • • • • • •.. • • ••• • •• ••. • • • • • • • • • Roof Slope: 5 : 12 Ridge Ventilation? /WA Steep Sloped Roof System Description Deck Type: s js� P1 ywoed Type Underlayment: Insulation: Mean Roof Height: Q Fire Barrier: /1//A- Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: Roof Covering: Type & Size Drip Edge: 1 Y' "Rs il/4,1r 6 oc iu is 1 {oat K1 a S/I o (/ Aify /I/c rd(;'c.. FLK r. 3 t'(y j G q l v, FLORIDA BUILDING CODE.— BUILDING 3 Apo hr o Oti nomto Dsrpin Smo t id ein Pesr o 2 o 3 RS 17 o y a niern nlss peae y P AC en Ro egt H o ie of Soe 0 Jb St eoyai x Pout Apv etrn mn u o vt M rdc prvl Atcmn eitne M rdc prvl Rqie oet Rssac Cluae iiu tahet Rssac • •a eurd Ulf eitne F acltd Aeae tl egt W Pout Apoa ie Dmnin egh .. W = wdh Pout Apoa l acltos ms e sbitd t h ulig ofca t te tm f pri plcto. M eurd Mmn eitne + Ma of Hl of Soe 1 1' 2' 2' 3' 4' 21 3. 4. 31 22 3. 60 3. 98 :2 3. 3. :2 2. 01 3. 28 3. 61 64 2. 3. 71 44..__2„..__, 59 2. 82 3. • (P x L (P x L (P x L FLORIDA 'BUILDING CODE-BUILDIN •• • • • •••• • •• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • J Method 2 "Simplified Tile Calculations Per Table Below" Moment of Resistance (Mr) From Table Bcldw 'Must be used in conjunc ' ith a list of momen = ) - W: x cos 0 - rt Product Approval F = x w: _ _ W; x = Fe2 Product Approval F x w : = _) . . x cos 0 = F Product aI F aced tile systems endorsed by the Browand County :. - d of Rules and Appeals. For Uplift b e systems use Method 3. Com .: ed the values for F with the values for Fr. If the F values are grata . . or equal to the Fr values, r^ ch area of the roof, then the tile attac . ent method is acceptable. Method 3 "Moment Based The Calculations Per RAS 127" 15.35 M I A M I.DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile d.b.a. Pioneer Concrete Tile 1340 SW 34 Ave Deerfield Beach, FL 33442 • 001 • • •• •• • • • •• • • • • • • • • • • • •.• • • • • • • • • • 000 • • • ••• • • • • • .• • ••• • • • •' 14I,M :..L mE Co& TY•,1tORIDA • • • METg -DQDr FLA6L €R. 1JILDING 140 WEST FLAtLE'R STREET, SPJITE 1603 MIAMI, FLORIDA 33130 -1563 • • • (105)375-M1 • FAX (305) 375 -2908 • • • • • • • • • • • . • • • • • •• • • • • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Nordic Flat Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any. portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 0916.10 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: 1. SCOPE This renews a roofing system using Nordic Flat Roof Tile, as manufactured by Hanson Roof Tile d.b.a. Pioneer Concrete Tile described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Hanson Nordic Flat Tile Trim Pieces Product Tile Nails Tile Screws Hurricane Clip & Fasteners Roofing Roofing Tiles Concrete Dimensions Length: 16 %" Width: 13" Thickness 11/4" Length: varies Width: varies Varying thickness 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Dimensions Min. 10dx 3" #8x 2 '/2" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. Clips Min. '/z" width Min. 0.060" thick Clip Fasteners Min. 8d x 1 '/4" Test Product Specifications Description Flat profile, interlocking; extruded TAS 112 concrete roof tile equipped with two nail holes. For direct deck or battened nail - on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for TAS 112 use at hips, rakes ridges and valley terminations. Manufactured for each tile profile. Test Product Specifications Description Corrosion resistant TAS 114 screw or smooth Appendix E shank nails Corrosion resistant, TAS 114 coated, square drive, Appendix E galvanized, coarse thread wood screws TAS 114 Appendix E Corrosion resistant clips with corrosion resistant nails. • •.. • • • •.. .. .. • • • •• •• • • • • • • • • • • • • • • • • •.• • • • • • • • • • • •.• • • • • • •• • • • • • . • • • • • • • • • • • • • • • • • • • .•• • • • . • • • • • . • •••. • • •• ••• • • • • • • • • • •• • Manufacturer Generic (With current NOA) Generic (With current NOA) • Generic (With current NOA) NOA No.: 02-0916.10 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 2 of 6 Table 2: Restoring Moments due to Gravity - M (ft -Ibf) Tile Profile 3" :12" 4": 12" 5": 12" 6": 12" 7 °:12 "or greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Hanson Nordic Flat Tile 5.95 6.78 5.87 6.67 5.74 6.54 5.60 6.37 5.44 6.19 • • • • • • • .• • • • • • • • 3. LIMITATIONS • • • • • • • •.• • • • • • 3.1 Fire classification is not part of this acceptance. • 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 may required, refer to applicable building code ' • • • ' • ••• • • 3.3 Applicant shall retain the services of a Miami -Dade Cothtyrartliie 1 Calto¢tory to perform quarterly test in accordance with TAS 112, apptandtx CA r .4uot tcesCng be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson `Nordic Flat' Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,119, & 120 4.2 Data For Attachment Calculations • • • •. • • •• •• • • ••• • • • • • •• •• • • • • • ••• • • • • • • • ••• • • • • NOA No.: 02 - 0916.10 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 3 of 6 Table 1: Aerodynamic Multipliers - X (ft Tile A. (ft ) (ft Profile Batten Application Direct Deck Application Hanson Nordic Flat Tile 0.267 0.289 • • • • • • • .• • • • • • • • 3. LIMITATIONS • • • • • • • •.• • • • • • 3.1 Fire classification is not part of this acceptance. • 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 may required, refer to applicable building code ' • • • ' • ••• • • 3.3 Applicant shall retain the services of a Miami -Dade Cothtyrartliie 1 Calto¢tory to perform quarterly test in accordance with TAS 112, apptandtx CA r .4uot tcesCng be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson `Nordic Flat' Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,119, & 120 4.2 Data For Attachment Calculations • • • •. • • •• •• • • ••• • • • • • •• •• • • • • • ••• • • • • • • • ••• • • • • NOA No.: 02 - 0916.10 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 3 of 6 Table 3: Attachment Resistance Expressed as a,lbloment For Nail -On Systems 41r (I- f) :=, ° y n Tile Profile Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck ^° (Mi6.1 3E'', - pl oQdi => Battens , °' Hanson Nordic Flat Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 • 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw- Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 50.3 65.5 48.3 Installation with a 4" tile headlap and fastemers are located a min. of 2W from head of tile. Table 4A: Attachment For Single Resistance Expressed as a Moment Patty Adhesive Set Systems Tile Application - M (ft-Ibf) Minimum Attachment Resistance Tile Profile Hanson Nordic Flat Tile PolyProTTM 118.9 PolyPro - 40.4 4 Large paddy placement of 45 grams of PolyPro'TM. 5 Medium paddy placement of 24 grams of PolyProTM'. Table 4: Attachment Resistance For Two Patty Expressed as a Moment Adhesive Set Systems Tile Application Mf (ft-Ibf) Minimum Attachment Resistance Tile Profile Hanson Nordic Flat Tile Adhesive 31.3 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weights per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. 000 0 0 0 . 0 n 0 0 NOA No.: 02- 0916.10 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 4 of 6 Table 3: Attachment Resistance Expressed as e oment -.ID1 (4t -lbf) ; ; For Nall-On Systems • Tile Profile Fastener Type Direct Deck (Min 15/32" •,•(1Iiii. plywood) . Direct Deck '• : ply oidf .. • • • ••••••.• Battens :•• ••• :' •. Hanson Nordic Flat Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 • 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 50.3 65.5 48.3 Installation with a 4" tile headlap and fasterners are located a min. of 2'/ :" from head of tile. Table 4A: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) For Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Nordic Flat Tile PolyProT"" 118.9 PolyPro 40.4 4 Large paddy placement of 45 grams of PolyProTM'. 5 Medium paddy placement of 24 grams of PolyProlm. Table 4: Attachment Resistance Expressed as a Moment Rif (ft-Ibf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Nordic Flat Tile Adhesive 31.3 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weights per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. • • ••• • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • • . • • • • • • NOA No.: 02- 0916.10 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 4 of 6 Table 4B: Attachment Resistance Expressed as a d1dhient ,M (6 - IIf f • • • • .' for Mortar Set Systems • "' • Tile Profile Tile Application • •. Attachment : : •TeAtreB • ••• ' • • 39.Q • . • • Hanson Nordic Flat Tile Mortar Set • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • •• •• • • • • • • • • ••• • • • • • • • • • • • • • • • • 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. • •• •• • • • • ••• ••• 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". NOA No.: 02- 0916.10 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 5 of 6 HANSON "NORDIC FLAT" ROOF TILE FASTENER HOLES UNDERLOCK • •.. • • • PROFILE DRAWING • • • • • - • • • • • • NORDIC FLAT END OF THIS ACCEPTANCE • • • • • • ••• • • • • • • ••• • • •• .• • • • • • - • •• •• • • ••• • • • • • • • • • • • • • ••• • • • • • • • . •. • • • • • • • OVERLOCK • .. • • • • • • • • • • • • • • • .• ... .. • • • • • • NOA No.: 02- 0916.10 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 6 of 6 M 1 111111 BUILDING CODE COMPLIANCE OFFICE 1$CCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road W ayn, , NJ 07470 N CI / I • . ... off -c • ••• • • .• • • • • • • .•• ••• • •• •• • • -Dth ootliTY, >•1 - ©R4 METRO -DADE FLAOLER Bi?ILDEIG 140 NVEZT FLAGLER STREET, SUITE 1603 • • • A01 ( 3715 -a�OI P 085) 373 - 908 •• • • • • • • • • • - • • • ••• •• SCOPE: This NOA is being issued under the applicable roles and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHT). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Prodnct Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 'BOR.A reserves the right to revoke this acceptance, if it is detemained by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code, This product is approved as described herein, and has been designed to comply with the Iligh Velocity Hurricane Zone of the Florida Building Code, • DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Bach unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to conoply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors anal shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #024408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Prank Zuloaga, RRC NOA No: 03.0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 1 of 21 ill inn nnnuNi uvI1 Al • inn7 •17 •inn ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck'T Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED TABLE 1 Product GAP Asphalt Concrete Primer (MatrixTM 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (MatrixT'r Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating, (MatrixTM System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (MairlxT"s Standard Wet/Dry Roof Cement 204) RUBEItOID® Modified Bitomcn Flashing Cement Jetblack Premium Flashing Cement GAFGLAS ® #75 GAPGLAS #80 'Ultima Base Sheet GAFGLAS Flex P1yTM 6 CI /7 ' � [n+r•nu Roofing BUR Wood -75 psf See General Limitation #1 Test Dmiensions Specification, 5, 55 gallons ASTM D 41 601b. bags ASTM D 1863 5 gallons ASTM 1227 1, 5 gallons ASTM D 2824 5 gallons 5 gallons 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide ASTM D 4586 ASTM D 4586 ASTM D 4601 ASTM D4601 ASTM D 2178 • • .•. • • • •.. •• • • • • • • • 40 • • • • • ..1 e • . • • . • • • • • • • • • • • • • • • • • • • • • • • • • • .. • ••• • • • • • • • • • • • OR LABELED BY APPLICANT: Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Fibered aluminum coating, • .•. 1, 5 gallons ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt flashing Cement • •• • • • • • • • • • • • • • • •• •.. •. • • • ••• •• Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flarhing applications only. Surface coating for smooth surfaced roofs. Fiber reinforced, polymer modified Flashing cement Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. NOA No: 03.0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 2 of 21 I i inn nn nuvn mu it • n i (AA7 •17 • Inn oduct GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® S 1 RATAVL' L`I 1 Eliminator Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT 'Eliminator Perforated Nailable RUBEROID® SBS Heat - We1drM Smooth RUBEROID® SBS Heat - WeIdTM Granule RUBEROID® SBS Heat - We1dTm 170 FR RUBEROID® SBS Heat - We1dTn'r PLUS RUBEROID® SBS Heat - Weld PLUS FR RUBEROWD® SBS Heat - WeIdTM 25 RUBEROID Modified Base Sheet Ruberoid® 20 Ruberoid® Mop Granule C i it rni,r *nit Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37' (1 meter) wide Various 39.37" (1 meter) wide 1 meter (39.37") wide 1. meter (3937 ") wide 1 meter (39.37") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37") wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37' (1-meter) wide Test Specification ASTMD2178 ASTM D 3909 • • ••• • • • ••• •• • •• • •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • ••• • • • • • ••• • •■ • • • • • • • • • • • • • • • • • •Produot Description • Type 1V asphalt uv riglaW 21s tett with• asphalt coating. • . Asphalt coated' Oats 'abet mat cep 'sheet.. • • • . • • • • • • • • • surfaced with mineral granules. ASTM D 4897 Fiberglass base sheet impregnated and D 3672 coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. ASTM D -6164 Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 4897 D 3672 ASTM D-6164 ASTM D -6164 ASTM D-6164 ASTM D -6164 ASTM D-6164 ASTM D4601, Type II, UL Type 02 BUR ASTM D 6163 ASTM D 5147 ASTM D 6222 ASTM D 5147 Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non-Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Premium glass fiber reinforced SBS - modified base sheet SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber coat. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. NOA No; 03- 0501.05 Expiration Date; 11/04/08 Approval Date:10/23/03 Page 3 of 21 1 I IA' n■nu \In ■lJni 'Al rnn7 •I • -in Product Ruberoid® Mop Plus (Granule) RUBEROID MOP Smooth RUBEROID® MOP 170FR RUBEROJD® MOP FR RUBEROID® TORCH • Stxaoth RUBEROID® TORCH Granule RUBEROID® TORCH PLUS (Granule) RUBEROID ® TORCH FR RUBEROID 170FR TORCH RUBEROJD® 30 RUBEROID® 30 FR RUBEROID ULTRACLAD® SBS RUBEROID® Dual FR Dimensions SP ecifiication 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide 39.37" (1 meter) wide 3937' (1 meter) wide 39.37" (1 meter) • wide 39,37" (1 meter) Wide Test ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 • • •• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • . • • ••• • • • • • • • • • • ••• • • • • ••• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Product • • • • •• • • • • o • • • 0 Description • •• • • • •• ••• •• ASTM D 6222 Non -woven polygstgt pal ceattd1vi • • ASTM D 5147 polymer mod. Mie8 *pjialt and l u �faoed mineral granules. ASTM D 6164 Non - woven polyester mat coated with ASTM D 5147 polymer- modified asphalt and smooth suffered. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen s6iembrane, smooth surface. ASTM D 5 Asphalt impregnated, coated felt, surfaced with mineral granule. ASTM D 6222 Heavy duty, polyester reinforced, asphalt ASTM D 5147 modified bitumen membrane, granule surface ASTM D 6222 Heavy duty, polyester reinforced, coated ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. ASTM D 6222 Heavy duty, polyester reinforced, coated ASTM D 5147 with fire retardant asphalt modified bitumen • membrane, granule surface. Non -woven fiberglass mat coaled with polymer modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foiL Non -woven polyester and fiberglass mat coated with file retardant, polymer modified asphalt and surfaced with mineral granules. NOA No 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 4 of 21 Product Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAP Aluithmm Roof Paint (Matrix® System Pro Aluminum Roof Coating Fibered 302) GAF Built -Up Roofing Asphalt RUBEROID MOD 601b. kegs Asphalt, Asphalt L & Asphalt P Tile -Mate Base Sheet Tile -Mate Cap Sheet Shingle -Mat&" Underlayment TopCoat® Surface Seal SB (Matrix 602 SB Coating) GAF WeatherCote® MB+(Matrix 715 MB Coating) TopCoat MB +(Matrix 715 MB Coating) WeatherCot ' ( Matrix 531 WeatherCote® Elastomeric Flashing Grade) Matrix Low VOC Matrix 101 System Pro SBS Adhesive (Ruberoid ®MB) Matrix 201 System Pro SBS Flashing (Ruberoid ®MB) Matrix 102 Select SBS Adhesive CI /r. •1 cni.r *nit Test Dlrnensions Specifi cati on 5 gallons 100 lb, cartons, bulk wide 4 sq. roll 30 lbs. 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons PA 100(A) ASTM D 1929 ASTM D 635 None 5 galinns ASTM D2S24. Type 39.37' (1 meter) ASTM D4601 3937' (1 meter) ASTM D 3909 wide ASTM D3019 ASTM D3019 ASTM D3019 SEBS modified asphalt • • ••• • • • ••• •• •• • • • • • •. •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • ••• • • • • • • • • • • .' ' • • • • liroduct:•• • • • Description ••• • • • .. .. One way valve vent >Zs tiD reli�,ve bift pressure withiv e roof s}ist�.: r • Veut • in Stacks are available f metal or plastiL" • • • Mineral colloidal bituminous emulsion with reflective aluminum flakes Non-fibered aluminum pigmented, asphalt roof coating ASTM D312, Interply mopping and surfacing asphalt Types I, 11, III and IV • ••• Asphalt impregnated and coated, fiberglass base sheet Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules, Fiberglass reinforced shingle underlayment Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Cold "Applied Modified SEBS Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. • • • • • • • • • • • • 0 NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 5 of 21 11 11nn 111 Inn7 •17 •1rn Product (Ruberoid ®MB) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non - Fibered RUBEROID® Modified Bitumen Adhesive APPROVED INSULATIONS: Product Name Dimensions 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons GAFTEMP Isotherm R, RA, RN & Composite, EnergyGuard RA GAFI'EMP® Composite A & N (BMCA)GAFI'EMP® Fiberboard GAF BMP® Permalite GAFTEMP GAFCANTTM GAFTEMP Permalite Recover Board GAFFER GAFBDGE' Tapered Edge Strip (BMCA) GAFTEMPO High Density Fiberboard BMCA EnergyGuard, RA BMCA Composite EnergyGuard, RA PYROX White Line � I In • 1 e ni.r •n,, Test Specification ASTM D2824, Type I ASTM D 3019 Type Ili Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board JTigh density wood fiberboard insulation. Polyisocynurate foam insulation Polyisocynurate/wood fiberboard composite Polyisocyanurate foam insulation Polyisocyanurate foam insulation • • .•. • • • .•• • • • •• • . • • • • . • • • • • • • • • IV • • • •.• • • • • • • • • • • • • • ••• • • • • ••• • ••• •• • • • • • . • • • • • • • • Pr d t. . . • • • • • . Q . . . • . • • • Nvet'i oa ••. ••. ASTM 04586 Cold Applied Modifral SEBS Asphalt Adbeiive; • l a i g firjtdc. • • ASTM D4586 Standard plajtis A*pD.211 ltoofing Cement .. • • • • • ••• .. ASTM D4586 Standard Plastic Asphalt Roofing Cement Caulk Grade. ASTM 03019 Cold Applied Asphalt Adhesive. ASTM D 2824 Fibered aluminum coating. Non - fibered aluminum pigmented, asphalt roof coating. Fiber reinforced, rubberized Adhesive TABLE 2 Product Description Manufacturer nth Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAP Materials Corp. BMCA. BMCA Apache Products Co. . Apache Products Co. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date :10123/03 Page 6 of 21 t Inn nnnvun uw ni 'Al rnn7 •17 ,n APPROVED INSULATIONS: Product Name ACPoam I, II & Composite ISO 95+ ISO 95+ Composik Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck ENRO'Y -2 & E'NRG'Y -2 PLUS, UltraGard Gold FiberGlass Roof Insulation Structodek Multi -Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Number 1. 2. 3. 4. 5. 6. CI 1/ 'J [A4,( •■u Product Name GAF[JTE® Drill Tec®) #12 Standard & #14 Heavy Duty Roofing Fastener GAFTITE® (Drill-Tec ®) ASAP GAFI'ITE® (Drill Tec ®) Base Sheet Fastener and Plate Galvalume Plates (Drill - Tec® Metal) Polypropylene Plates (Drill-Tec® Plastic) Dekfast Fasteners #12, #14 & #15 TAME 2 Product Description Polyisocyantrate foam maul it od Polyisocyanurate foam insula tion Po1) isocyanurate /perlite ridged insulation Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyannrate foam insulation Glass fiber/Mineral fiber insulation Wood fiber insulation board Polyisocyanurate.roof insulation Rockwool insulation TABLE 3 Product Description Round galvalume stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks • • ••• • • • ••• .... • ...• •• • • • • • • • •• • • • • • • •.• • • • • • • • • • • • ••• • • • • .. • • ••• • • • • • • . ••• • • • • .. 3" and 3W' 3" and 3'/i" • • • • • • • • • ••• •. •. • • •. • • •• • • . • . •.•• • • Manufacturer • mit)) Luro.11t NOA) AtlasnnergyFroducts Firestone Building Products, Inc. Firestone Building Products, Inc. generic generic generic G -P Gypsum Corp. Johns Manville Johns Manville Masonite. RMax, Inc. Partek, Inc. Manufacturer Dimensions (With Current NOA) Insulation fastener for - GAF Materials Corp. steel, wood & concrete decks. Pre-assembled GAFTITB Fasteners and Instal and plastic plates. Base sheet fastening assembly. GAP Materials Corp. GAP Materials Corp. GAP Materials Corp. GAF Materials Corp. Construction Fasteners Inc. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 7 of 21 111 inn nnnu\in Wut i • A 1 (AA7 •17 • i,n APPROVED FASTENERS: Fastener Number 7. Dekfast Hex Plate 8. Dekfast Lock Plate 9. #12 Roofgdp Fasteners 10. Metal Plate 11. Gearlok Plastic Plate 12. Glasfast Fastener 13. Olympic Fastener #12 & #14 14. Olympic Fastener ASAP 15, Olympic Polypropylene 16. Olympic G -2 17, Olympic Standard 18. Insul --Pixx Fastener 19. InsulFwc S Plate 20. Insul Fixx P Plate 21. Tru -Fast 22. Tru Fast Plates 23. Tru -Fast Plates c. l /R •, AQbC 7114 Product Name TABLE 3 Product Description Gaivalume hex stress plate. Polypropylene locking plate. Insulation fastener for wood and steel. Gaivahune stress plate. Polypropylene round plate Insulation fastener assembly with recessed plastic plate Insulation fastener Pre - assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalume AZ55 steel plate 3" round galvalume AZ50 steel plate Insulation fastener for steel and wood decks 3" round galvalnme Az,50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalume AZ55 steel plate Polyethylene plastic plate • .. • • • • : ... • • • • • • • • • .. •• ... • • • • ... • .. .... • • • • • • • • ... • • • • • ... • • ... • • : Z1/8:x: .. • • • 3 3" x3 y" 3" round 3" square 3.2" 3,25" round 3.5" round 3" round 3" round 3" round 3" round 3" round . .. • .. • • • • • • • .. • • ... • ..e. ... Manufacturer : O'VItA'c went NOA) .... • bon; trru c tio,i Fasteners Inc. Construction Fasteners Inc. ITW Buildex Corp. ITW Buildex Corp. 1TW Buildex Corp. Johns Manville Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. SFS/Stadler SFS /Stadler SFS/Stadler The Tru-Fast Corp. The Tru-Fast Corp. The Tru -Fast Corp, NOA Not 03.0501.05 Expiration Date: 11/04/08 Approval Date :10 /23/03 Page 8 of 21 AiLinc n1nw iq uIHf I :nl Gnn7 •I7 • ane EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. IRT of S. F1. TRTof C I i4 I •nu Test Identifier FMRC 1996 J.L 2B8A4.AM J.I. 3J39Q1.AM J.I. OD0A8.AM J.L 0D1A8.AM J.I. 0Y9Q5.AM GAF -012.02,02 GAF-020 -02-01 02-005 02-014 • • ... • • • ... •• •• • • • •. .• • • • • • • • • • • • 41011 • • • • • • • • • • • • • • • • • 000 . • • • ... • . • • • • . • • • • • • • • • • • • • • • • . • ... • • • • • • • • • • • • • • • • • 000 • • • "D; . ., 1 .• . •• • se taen • • •• • • Date • • • • • •• • • • •C urrrnt'Instllatibn• • • • •' 01.01 -96 Attachment Requirements Wind Uplift FMRC 44704 Wind Uplift FMRC 4470 - PA 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 . 11.06.01 02.01.02 01.18.02 03.22.02 NOA No: 03- 0501.05 Expiration Date: 1]/041 , Approval Date :10123/03 Page 9 of 21 nn nn nuuf mut 1 • n1 rnn7 •17 .11" • • • • . • . • • • • • • • • • • • • • • • • • Deck Type 1: Wood, Non - insulated • • • •• • • • Deck Description: 19 / 3: or greater plywood or wood plank docks • • • . � • • • . • . • • • System Type E (1): Base sheet mechanically fastened. .. •. • • • . ... •• AB General and System Limitations shall apply. Base sheet: GAFGLAS #R0 UltimaTU Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBBROID Modified Base Sheet, RUBLROID® 20, RUBBROID SBS Heat Weld" Smooth or RUBEROID SBS Heat - Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex Ply/id 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows . 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General !;imitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tee (GAFPiTE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex PIyT'r 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.e. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —S2,5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTTTE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec (GAFTTI'E) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure — 60prf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTPTE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure ..75 psi, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® PLY 40, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBBROID MOP Smooth or RUBBROID 20 adhered in a full mopping of approved asphalt applied within the BVT range and at a rate of 20- 40 lbssq. Cap Sheet: (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. rl /AI .nLr • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • ••• • • • • • • • • • • • • ▪ • •• • • • • ••• • •• • • • • • • • • • • • •• • • • • • NOA No: 03. 0501.05 Expiration Date :1Y /04/08 Approval Date:10/23103 page 18 of 21 r • Surfacing: Maumum Design Pressure: / ALr •n .1 • . ... • • • ... • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ... • ... .. • • • • • • • • • • • • • • • • • • • • • • • (Required if no cap sheet is used) Install One of thanllo*ing: 1. GAF Special Roofing Bitumen with an application rate of 20 lbsJsq with an application rate of 1.5 gal./sq.; or C 4F ViE fT PRMA E t sion (Matrix 305 Fibered Emulsion) with'an tlafic:ticfn fag of 5 gal /sq.; or GAF Premium Fibered Aluminum Roof Cati3g;M'air!x Syrteilltto.Atuniinum Roof Coating Fibesed 301) with an application rate of 1.5 gal./sq. 2. Asphalt flood coat at an application rate of 60 lbs./sq. t 20%; plus gravel or slag with an application rats of 400 lbs. /sq. & 100 lbs. /sq., respectively. 3. Top Coat Surface Seal SE (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. See Fastening Above NOA No: 03- 0501,05 Expiration Date: 11/04/08 Approval Dato:10123/03' Pago 19 of 21 nn •„ „ A, • • �S' CI /71 'J r O1,( •rw • •.• • • • ••• • •• • • • •. •• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • ••• • • • •• • • • •• • • • • •• • • • • •• • • • • . • • • • • • • • • • • • WOOD DECK SYSTEM LIMITATIONS: • • • • • • • • • • • • • • • • 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. ••.• • • •• ••• •• 2. IvFmimum r /< " Dens Deck or r Typo X gypsum board is acceptgble:to�e n d:rectl over the wood deck. • •• • • • • • ••• •• GENERAL LIMITATIONS: 1. Fire classificat on is not part of this acceptance, refer to a current Approved Ro, fmg Materials Directory for fire ratings of this product. 2. 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 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 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 the base sheet shall 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. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 2751bf , as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum um fastener resistance value in conjunction with the maximum design value listed within a specific system Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall corxrply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter Hailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (ie. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fasteung at enhanced pressure zones (i.e. perimeters, extended corneas and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE 11 1 1 nr n'nu\I NOA No: 03. 0501.05 E xpiation Date: 11/04/08 Approval Date:10/23/03 Page 21 of 21 IIIV /1 'Al (AA7 •17 i, 180 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)- Continued Ply. Sheet .(Optional): One or more layers Type GI, Membrane:' One or more layers "Ruberoid Torch" (Smooth or Granule) or " Ruberoid Torch Granule Plus ". • • Surfacing: Grundy Ind. "20.P Emulsion" at 3, gal /sq. 3. Deck: NC Incline: 1/2 Insulation (Optional:.Polyisocyanurate, any thickness, must be cov- •"ered with min 1/2 in. perlite, glass fiber or wood fiber: • • Insulations One or more layers perhTe, glass fiber or wood' fiber, any thiclutesa. • Bile Sheet (Optional): One or more layers Type Gl, G2 or 03. Membrane: One or more ls: era " Ruberoid Torch" (Sinoot't or Granule), " Ruberoid Torch Granule Plus ", " Rtberoid Mop Granule" pr 'Ruberoid Mop Pius Granule ". •• • Surfacing (Optional): Karnak "No. 97" or 'No. 169 "' at-1-3 gal /aq or Grundy Ind. "20 F'Emulsion" at 3 gal /sq. 4. Deck: 15/32 Incline 1 , Insulatiem One or more layers perlite, wood fiber, glass -. fiher, isocya- nurate, urethane,perlite /)socganurate composite; perlite /urethane com- posite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet One•or more layers Type GT or 03. ' • • Fly Sheet (Optional): One or more layers Type 01. ' - Membrane : One or more layers " Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", " Ruberoid Mop Granule "•or " Ruberoid Mop Plus Granule ". • Surfacing! Grundy Ind: 20 P Emulsion, 3 gal /sq. ' 5. :Deck I4C • Indium 1/2•' • ' Base Sheet (Optional): One or more layers'iype 01, 02 or G3. ' Membrane: One or More layers " Ruberoid Torch" (Smooth or Granule), "Ruberord Granule Plus", " Ruberoid Mop Granule" br " Ruberoid • Mop Plus Granule ". <, 6. Decic 15/32 ' Incline: 2' : Insulation: One or more layers perlite, wood' fiber, glass fibei, isocya- 'e nurate, urethane, perlite/isocyanurate composite, prelite /uretharte'com- pobite, wood fiber /isocyanurate ecanposite, phenolic, any thickness. ;1 Base Sheet One or more layers Type'G2'or G3; mechanically at)ached with above insulation • ' • Membrane: One layer " Ruberoid Mop 170 F'R ". Adhereid in a tiniform • • coating Karnak No. 81 or Gtbsori -Homan No. 616(J- 900.applied at 1 -2 S /s urfacing:.• Karnak No: * 97 at 3 gal /Sq.' 7. Deck: 15/32 Incline:2 Base'Sheeb One or morelayers Type G2 or G3: - PIy,Sheet: (Optional) One or more layers Type 01. • ' ' • Membrane One or more layers'Rulierdid Mop 170 PR ". Adheied in a uniform coating Karnak "No: 81 1 r Gibson- Homan No. ''6160.900 • applied at 1-2 gal/sq.' ' Surfacing: Grundy Ind. 20 F emulsion at 3 gal /aq: ' 8. Deck 15/32 Incline: 1 insulation: One or more layers perlite, *god fiber, glass fiber, isocya- nurate, urethane, perlite /isocyamuate composite, perlite /Mithane con- '• po4ite, wood fiber /iaocyanurate composite, phenolic, any this. • -Base Sheet: 'One or more layers Type G2 or G3. • • ''•: Membrane One or more layers " Ruberoid Mop 170 FR ". kdhered in a uniform coating bf Karnak 'No. er or Gibson- Homan' No.' 6160 -900 applied at 1 -2 gal /sq: • Surfacing: Grtmdy Ind 20 F emnnlston, 3 gal/sq. " • • 9. Deck NC Inks de:1 /2 Base Sheet One dr more layers Type Gl, G2 or G3: • "Meziibnner 'One or more layers " Ruberoid Mop 170 FR"' Adlilked in a uniform coating of Karnak "No. 81' or Gbsot - Homans 6160-000 applied at 1 -2 gal/sq. 10. Deck C-15/32 Indine:1 InsnLation (Optionalh • Polyisocyanorate, wood fiber, perlite, glass fiber , -any thick, hot propped or mechanicafy.fastened. .' :.: Base Sheet One or•more.plies " Ruberoid 20" or Type 02 ". GAPGLAS . 475" base sheets, hot.mopped or mechanically fastened, Membrane One Or more plies " Ruberoid 30" or "'Ruberoid-Mbdified Cap Sheet 601 ", hot mopped in place. • rl ,r /I r •n., • ••• • .. • • • 2004 ROOFING MATERIALS AND SYSTEMSpIA ; •; • • • • 11. Deck 015/32• Incffne 1/2 Insulation (Optional): Perfite, glace fiber or wood fiber+ 2.in -max. Base Sheet: Type 15 asphalt organic felt or Type G2 (modified.bitumen), mechanically fastened or adhered with hot roofirrg•asphalb: ' " • Membrane: " Ruberoid Torch Granule 1" (modified barmen), heat fused.. LOOKFOR'THE.UL MARK ON PRODIIrr • • ••• • • • ••• • •• • • • • • • • • • • •• ROOF COVERING MATERIALS (TEVT) • • • •• •.o sysse$V s rrFV) -ro tlry , • • • • • • • • • • • ' Surfacinge. Karnak Chesniinl fain ' ot •97 rated Aluntut Asphalt Roof Coating, 1-1/2 gal /sq. 12. Deck: C -15/32 • • Incline 2 • Base Sheet •'Ayp: G! (n dified•l itu meakinically fastened or adhered witl•hot ro•i!irtgaspl:al • • • • Membrane 12uler4d:bt,h r4 1" ( modified bitu[oen), heat fused.. .••., • • • • • ••• •• . • eck:.C- 15/32 . • Iicline:1 ••• ... Insulation (Optional): Perlite, fiberboard, high density. fberboard, polyiiocyanurate,• . . perlite/polyisocyanurate, . fiberboard/ polvisocyanurate. Base Sheet: One o; more plies "GAFGLA,. 475 Base Sheet', "GAFL FS • • 480 Prenatal Base Sheet", ''.GAF Stratavent Eliminator. Venting Bas Sheet (Mailable) ", Ruberoid Modified•Base Sheet; Ruberoid 20. : Ply Sheets (Optional): One 9r more " GAPGAA$ fly ? ", " GAPGLAS Ply 6" or " GAPGLAS Flex Ply. 6 • Cap Sheet: ,." Ruberoid Torch Smooth", " Ruberoid. Tbrr"h Granule', " Ruberoid, lbrch Granule Flue, ."Ruberoid, Mop woth ", " Ruberoid • Mop Granule, " Ruberoid I4pp Plus Granule', " GAPGLAS Mineral Surfaced Cap Sheer. 14, Deck: C -15/32 • I><tdine:1.1 /2 Gypsum Board (Optional): 1/2 in„ mechanically fastened. . Insulation: Johns Manville "ENR0Y.IG", Rmax "Ply, I" or "Multi • Max ", Apache Building Products :'Pyrox White ", .Firestone Building ' Products "lso 95+GL" or Atlas Roofing "ACPgann II ",1-1 /2 in.•thick min. Membranes "EverGuard PB ", 40-100 rail (TPA). . 15. Decic C -15/32 • _ ' incline: 1 lrreu1ation, (Optional):. Perlite, wood fiberboard, polyisocyanuratn, perlite/polyisocyanurate, fbexiioard /polyisoeyannpate,.hot mopped or mechanically fastened. Base Sheet One. or more plies " GAPGLAS #75 : Base Sheet<', "GAF- GLAS #80 Premium .Base Sheet ", "GAP Stratavent, Eliminator Venting . Base Sheeb' ",• " Ruberoid Modifed Base ' or.'•Ruberaid 20". Ply. Sheet . One or more. plies " GAPGLAS Ply 4 ", ',' GAPGLAS Ply 6" or "GAFGLAS Fier Ply 6 ".hot mopped. . Cap Sheet :' Ruberoid. Torch Smooth ", "Ruberoid Torch Granule ", ;, .. ' Ruberoid Torch Granule Plus" : Ruberoid,Mop,Saiooth ", "Ruberoid Mop Granule" or "GAPGLAS Mineral Surface Cap Sheet".. . 16. Deck; NC, . *LW- 1/2 • •.. Insulation (Optional): One or more layers perlite, glass Ibex. isocya- nnrate, perlite/isocyarturate composite, perlite(urethane composite or wood fuser /isocyanurate composite, :any thickness. , Base Sheer One or atone layers Type G1 of 02, mechanically, fastened or hot uw ed_ Ply Sheet � Optional): One or more layers Type Gl, ; onechanicaUy fastened or hot mapped. Membrane One or more layers " Ruberoid Mop Smooth ". • • • - Surfacing: , "Weathercote",, 2 gal /eq. ... y, .,. 17. Decic NC Incline:1 /2 ,, • Insulation (Optional): One or more layers pony r,.glass fiber, isocya- nurate, perlite /isocyanurate composite, perlite/, ethino composite, wood fiber /isocyanurate composite, phenolic, any thiclaleas. • Base Sheet One or more )aversType GI, orG2, ehrn_;ea11yfastened or hot m . apnea. . •..1. a .•.. Ply Sheet (Optional): One or more layers Type 01, m echani11y fastened or hot propped. • :. „ Membrane: 'One or more layers "Rulsepoi;l.lbrc1 Smooth" Surfacing: "weathercote:Low VOC" or "Weathercote" - 2 gal/sq. 18. Decic C15/37. . 1 4. • • ; , Base Sheet: One or more layers•,"Lbegty.11ase Sheet",,3el6•a¢hered_ Cap Sheet One or more layers "Liberty Cap Stieel', self - adhered. 19. Deck NC - • Incliner 1/2 ~. ;_...,., • Insulation: A'4aa Roofing 'ACFoam ir, "AtCA •Bnergy card EA', . wood fiber, glass fiber or perlite, arty thickness. ; •.. . • Membrane "EverGuard TPO", • 45-60 mil, fully adhered with Ashland 'PLIOBOND 2825', 60 aq ft /gaL :.. .. ,. • Class: A - Mechanically Fastened 1. Deck: NC ' • Incline: 2 • . • Gypsum Board (Optional): 1/2 in, m fastened. .. Insulation: Apache Building Products "Pyrox White" or Johns Manville ' "ENRGY 2G ", any thickness. Membrane: "EverGuard PVC ", 40-100 m11 (TPA). " • •. •,.. 2 Decic NC Incline:1 -1/2 • i n i, n 7 • A I /, A 7 • I 7• t e n 3. 4. 6. 7. 8. 9. zc 11 IIECTEEVIE UL 3 1 2006 NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 ••••. •••• • •• • • • • • • • • ••• • • •••••• • .•• • •• • • • • • • • • •.• 0• • • • . -• • • • • • •• • • • • • ••• •• MIA M MADE I• •.• ••• • •••• •• • • • MIAMI- DADE COUNTY, FLORIDA • FLf� • • •• • • • • • ME�itODADEFLAGLERBUILDING • BUILDING CODE COM Al�1�E • CE (BCCO) • • • • • • • • • • 140 VVIST1'J AGLER STREET, SUITE 1603 PRODUCT CONTROI. DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • • • • • • • ••• • • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Acebo. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 ROOFING ASSEMBLY Category: Sub Category: Materials: SCOPE: •• • • • • • ••• •• This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications Polypro® AH 160 N/A TAS 101 Two component polyurethane foam adhesive Foampro® RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Contcnt APPROVAL: Roofing Roof tile adhesive Polyurethane Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 • • ... • • • ... • • • • • • • • • • • • • • • • • • • • • • • • • . • ••• • • • • ... • ... .. • • • .. .. • ... ... • • • • • • • • • .. • • • • • • • • • • • • • ... • • • .. • • • .. ... .. • • • • • • • • Results 1.6 lbs. /ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs. /Ft 3.1 Perm / Inch +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158 ° F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services LIMITATIONS: 1. Test Identfiier #94 -060 257818 -1PQ• • 25- 7438 -3 • 25- 7438 -4. •' 25- 7438 -7 25 -7492 NB -589 -631 9637 -92 01- 6743 -011 01-6739-062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 4. Roof Tile manufactures acquiring acceptance for their tile assemblies shall test in accordance with 5. Roof Tile manufactures acquiring acceptance for their tile assemblies shall test in accordance with 2; MS w • • ... • • • . . . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • ... • • . • •.. ... • • . • • • • • • • • • • • • • • . ... Test Name /Report TAS 101 . . • ?45. .• • •• • ' SS.T'D :1 -93 ' . • • • • • • ••S •. • SSTD 11 -93 SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 10/23/98 12/28/98 TAS 101 03/02/99 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. the use of Polypro® AH160 roof tile adhesive with TAS 101. the use of HANDI -STICK roof tile adhesive with TAS 101 with section 10.4 as modified herein. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 • • ••• • • • ••• • . • • • • • . • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• INSTALLATION: • ••• • • • • • • • • • .. • • • • ••••• 1. Polypro® AH160 may be used with any rodf ale assemblyLavtng a c� 110A that lists uplift • resistance values with the use of Polypro® A�I1 e0. • • • • • 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein.?herQof,,ft Ogmttr s.ailhesive attachment with the use of Polypro® AH160 shall provide suffreienL loreststance, expressed as an uplift based system, to meet or exceed the uplift resietenc; cletenriinedin ovmpllan with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained betwccn 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AHI60 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH 160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4of7 all through plastic cement ndedayment Eave Course 10 in. Eave course only: Keep adhesive approx. 4 in. up horn weepholes • .. • • • • • • ••• • • • ••. • • • • • • • • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• ADHESIVE PLAGEIVIINT7 31IL 1.' • • .. • • • • • • • • • •• SINGLE PATT' • • • • .•. • Fascia Eave Clem Nail through plastic cement • • •• • • • 1) Place enough adhesive to achieve 11 to 23 Optional 211's for square Inches In contact with the pantile steer Pitch aPP tioM 2) Tum covers upside down Place adhesive 112 In, To 1 In. From outside edged cover tile. Then install the bile. Underlayvnent R topption of the eave course cover tile. Abut to ucond course of pan ties. Endure eave end of pan and cover tiles are flush at save line. Eave closure (mortar shown) Weephole Fascia Bo Nail through plastic cement Optional Point-up Mortar on longitudinal edges of We NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 Sheathing • • ••• • • • . .. Of • • • .. •. • • • • • • • • • • • • • • ... • • • • • • • .. • • • • 4141 • • • • 0 41, ADHESIVE P PIACEWENT 2. • • • • • • • • • • • .. SINCLX PATTY • 4,411. • . 0 41 • • • . . ... .. • • • .. • • • • • • • • • • 0410 .. Underlayment 1 Nail through plastic cement 0. 7w;- 7 in. 2 in Eave Course Paddy (Beneath Tile) Fascia Weephole Eave closure Drip edge NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6of7 Nail through plastic cement 3 in. I x 31n. Single paddy on under. layment Single paddy on top of tile Single paddy under tile Paddy (between tile) Paddy (under tile) Eave course 2 in. X 7 in. medium size paddy eave Fascia course only Nail through plastic cement in. x 3 in. Single paddy on underlayment Single paddy on top of tile ADHESIVE Pi VIE1W'T.DRTAII.S. . • DOU$1EJ ATTY • • • • ••• Eave Course • • ••• • • • ••• • •• • • • •• •• • • • • • • • • • • • • ••• • • • • • • • • • • • ••. • • • • ••• •• • • • •• ••• •• • • Underlayment i Na y nou$h plash crgt • • t r 3 in. x3in. Single 4 in. paddy on under- layment Single paddy on top of tile Eave Course • • Single paddy between tile „re' s n. x 7 In. medium size i paddy eave course only Eave Closure END OF THIS ACCEPTANCE • Single paddy under tile • Single paddy between tile 2 in. x 7 in. medium size paddy eave course only Fascia Weephole Eave closure Drip edge NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 As per pictures provided by flat. 8/23/06 CG. the contractor, for the slope and Passed Z1 vy Inspector Comments . Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 01111 - M -= �; -moo Inspection Number: INSP -25425 Permit Number: RF -7 -06 -1941 Permit Type: Roof Inspection Type: Hot Mop Owner: GARCIA, ENRIQUE Work Classification: Roof - New Job Address: 1201 98 Street NE Miami Shores Village, FL 33138- Inspection Date: 08/24/2006 Inspector: Grande, Claudio Project: <NONE> Contractor: J QUINTERO ROOFING CORP Comments Thursday, August 24, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 2 5 R Block: Phone Number Parcel Number 1132050090220 Lot: Page 1 of 2 Inspection Date: 11/08/2006 Inspector: Grande, Claudio Owner: GARCIA, ENRIQUE Job Address: 1201 98 Street NE Project: <NONE> Contractor: J QUINTERO ROOFING CORP Miami Shores Village, FL 33138- Building Department Comments Tuesday, November 7, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Perrnit Num Inspection Number: I NSP -22774 RF -7-09 -1941 Block: Phone Number NOV 0 9 Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Parcel Number 1132050090220 Lot: Page 1 of 2 Passed l k Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Date: 11/08/2006 Inspector: Grande, Claudio Owner: GARCIA, ENRIQUE Job Address: 1201 98 Street NE Project: <NONE> Contractor: J QUINTERO ROOFING CORP Miami Shores Village, FL 33138- Building Department Comments Tuesday, November 7, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Perrnit Num Inspection Number: I NSP -22774 RF -7-09 -1941 Block: Phone Number NOV 0 9 Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Parcel Number 1132050090220 Lot: Page 1 of 2 MIAMI SHORES VILLAG BUILDING DEPARTMENT 305- 795 -2204 Buildin Inspection ction Request Date O` Permit No. Name Address Company Phone # Inspection Date Approved Correction Re- Insp'n Fee BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Electrical Plumbing Mechanical ( Roofing Owner's Name (Fee Simple Titleholder) O w n e r ' s �Address /„Z.() / /l t. 9e .fit City /i'L' 411,/ . SJ4.bYe- state Zip 33/3I Tenant/Lessee Name Phone # 7 d 30� s <:01"1/1-17> Job Address (where the work is being done) 4 26) / 9t J City Miami Shores Village County Miami -Dade Zip L33/ 3r Is Building Historically Designated YES NO f� Contractor's Company Name ,Q I Contractor's Address C,� /i..0 J(9(p 5)/ � ' City 11i4,I a4{4 $t(O� l State ice(/ Zip 3313( Qualif er State Certificate or Registration No. Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Total Fee Now Due $ (Continued on opposite side) Permit No. eAti la Master Permit No. Phone # Phone # 5t • 76Y * - Certificate of Competency No. Phone # Type of Work: ['Addition ❑Alteration ❑ Repair/Replace Describe Work: I) /p� Le 1 tip ( 01,41 ►'/t c2) m plar m L/O Ihll w? iv& PIECE VED 16 fiUO4 Square Footage Of Work: i(,,ft © Demolition K ****************************F ees ****************************** Submittal Submittal Fee $ c5O .W Permit Fee $ /a9 CCF $ � C/ CO /CC Notary $ Training/Education Fee $ V Technology Fee $ Q,5 Scanning $ 6'-'' Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ �" Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose properly is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved artd a einspection fee will be charged. Owner or gent The foregoing instrument was acknowledged before me this j day of 5G 1 91 - , 20 C` , by E5 H @a.t C t <t J , Signature who is personally known to me or w irtjuced E (Q70 e t L 70 tei C As identificati8tnat 'I6441 NOTARY PUBLIC: 1'44% ` 0,U„ r9 Sign: r, � Print: t 4 C4 e �.e�t. FC, v My Commission Expires: Chc 05/13/03 an oath. Contractor The foregoing in trument was ac owledgeed before nee this 9 . day of � , 206t, y �` who is pers natty known to me or who has produced Signature 5 �3�, NOTARY PUBLI Sign: Print: My Commission Expires: as identification ,4nd w id take an oigl • Commis i+t)f)23 :•4 Expires: Jut .3, 2007 c ,:s�•� Cionded Thru Atlantic Bonding Co•, Inc. APPLICATION APPROVED BY: I i/ Plans Examiner Engineer Zoning SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 15241 As pedals to this suen, it is the sapeasitaits ohmic mae g amtitedarits psemide the oAAer the seam penult, a d to a *the mew cestent sgihas sediien._ The peoaasiwss of Chapter - awd sundaes of Mt iuiewlsy for worm span insbiledems. may, the following brass should be addeessed as putt of the sieesse t between the owner aid I e antnetas: The asne%s initial' in de atroca t bow` istionnes that the item has bees zsse), sae kr the impose afp rovidieg that ors roofing stem seeds ibe dEllaSOINCe a.d wwaer intension enniitedu Amiktdcs ( ) items arc Rot a amsbistsdoo Ira It 1 iD wedasiodUP pluv - as astir a that a to int pit of ming coda, should be addressedaspart *Jibe a d= owner sad ffie: oos3dir. 2. Itsimilkg Weed Bocce Whoa a nosy haw to be afare: sma tinecoa3amc wiiSe @ afCSapwer 16 (l eioeRy g Cale. (The 'oaf deck is waft co en edpoarbsaenvingtheexistbg )- 3. Commas Hoeft Commas roofs � those welle�asa■e.owi nook mare >aaai� aaeersawior soa➢Ibrso�a➢�r ends ti.,c. anomie ewisrwns, - *iffy ate aoospals afswwraegweds *, ieperfumed. 4. Upend Whew Reposed, opasbean eaTags wee what are sodadado of titre toed itch* ante viewed from below. 'the owner may wi:i b useintain aw: anrLbodsenl sppearawce. thenefar, worm mail pearstadans of the ssoierilde of the dodung may nut be accqptaible. The rock petvides the of eelineinikg this app S. Needing Warder: The cwwemmeisyaaoe aodtar deck afore I_>eeay aw>t deaa1168 wad may c a m e sates t o pond (ac. - in knwifog axes of the ma6 1ieadesg anbe atieiail— of shosetsank &stress and may mgebe lie twice/ of a ontiessional slew uai etogineet. Fauress neey shunts the life expecttmey and performance of the new mins mien ihraioreontrdious may not be eldest adil the saareugs is seaman eardifmenshnuidbeanmecileet Il 6.Oreut/uwr saw= (vend andettX R is >aegni red asst sailer lbw off so wort dm mot is not ove doaded fsene a bad ego of water Preaer riedge wads or oder modestenoms no ybiiodslin in dongt if ovesfiow awe= (wail oedets) me not govided. R may be recess ay se int l overdow seuppess in with the Plooda gC 7. Ifesribesaee Vest roof steno wen should haw some ability to Beet aim aidiew thangh the_ - .- t 1 ciao * — (the boding INK} The a _anent. Ate war ren A& be seduced. king be baedieiei b eoesarder addifund weft illicit au mak ineshor ,ams,w fnelifteo€am roof • ofq 1-41/4/ - °e er"sl SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsbility of the roofing contractor to provide the owner with . the required roofing pcnmit, and to explain to - the owner the content of this section.. The provisions of Chapter • 15 of the. Florida Cade, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, 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 1. Aesthetics- WoriamanshiP: The worlomamsbiP provisions of Chapter 15 (Sigh. Velocity Iiumcane ) are fix the purpose of providing that the roofing system meets the wind resistance and water intrusion rtaafinvda Aesthetics (appearance) issues are not a consideration with respect to worlanansbap provisions, Aesthetic ittsues such as color or arekitecwral appearance, that are net pit of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. B,enafing Wood Deck= 'When replacing roofing the existing wood roof deck may have to be coaled in awe with the current provisions of Chapter 16 (Sigh Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). elL 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or should notify the occupants of adjacentimits of roofing work to be perfumed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed front 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 Florida Building Code provides the optiop of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low lying areas of the roof. Ponding can be an indication of atr wtural 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 may not be evident until the roofing system is removed. Ponding conditions shouldbe corrected Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extenfions may 'Mock this &se age if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in acco ce with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider adfifional venting w ncb can result in e su inent .serOsit didat roof Date Contractor's High Velocity Hurricane Zone Uniform Roofing Permit Application MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION 1 Master Permit No. Contractor's Name: 1 z4w F;;q hue J I I?iOi q8 El Low Slope 0 Asphaltic Shingles El Prescriptive BUR -RAS 150 Low slope roof area (ft.') Section A (General Information) Process No. Roof Category • Mechanically Fastened Tile El Mortar /Adhesive S • Metal Panel /Shingles ❑ Wood Shingles/Shakes • Other:1 Roof Type 0 New Roof n Re- Roofing .1 Recovering Are there Gas Vent Stacks located on the roof? ❑ Yes ❑ No If yes, what type? ❑ Natural C LPGX Job Address: Section B (Roof Plan Roof System Information Steep Sloped area (ft.') I Page 2 0 Maintenance Total M-2)1 Page 1 of 1 Sketch Roof Plan: Ilustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and leve s, clearly identify dimensions of elevated pressure zones and location of parapets. Comer Size (a' x Perimeter Width a ): I 1111111 1111 111111111111111111 1111111 1111111111111111 nnsu1e �i IIIII IIIIINIHIIHIIN��IIIIIHIIIN11 IIII NIIIIIIHI NI I 1 ..........■..■.......... . ■cNWMAM■...n...■....EMMEM....■ ■ ..................MMI NUMM UlHS......n..............n.n>, "'1111111011111: 1:111 MIIIIIIIINIIINIIIIIININI .. ... . . . . . ■ . . .. . .. . . . .. . .. . .. .. . . . .. ... . ... .. .. ..... n n ... . 111111XCIR LICILI C°::::::.::1111111111111111N111 :1110 n.... n. n...... n..... ......n......n.n...n.nn...n...� . ■ ................ 111 =Un...n.n...n.n...n...n.. MEMO .......................... ....nn....................nn.nO NIIIIIINIIIIIIIIIIINIIIIIIIIINIIINIIIIIIPUI I!U II ...... nnn... n. ........nn..nn ... ....n.mnllmn.ni,,tl; «.. ■ 111: 11111: 111N1N111111N11CN111111111E11C °1 ...... .......n.n......n.....nnn.n..ml 1.-1r i.l L.I II.. ■ '4 MAW SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS . ISM As *maims to this adios, it is the sapoesalr j ail* oaten ooelacteartu poside the UMW weith _ the sega®ed maim past ad to explain tQ is owner the _Great oft & seas_ Tha p of Chapter - IS eftw flaridea Blain Cade, Racllang flows die midieenreepinenons and standards ofthe iadaestty for roofing ng wean indallafiss. Addtioetally, the follaaviag ban dould be addked as part of ire agmente d bets= w tae owner and the c-4' or. The seesaw initial in tie ae£aoent boat imbeds that the Awn has been L The 4 P Chips 1S Weir Velocity boons are far tae pmopose o €loovnTagg that the roofing seas seals dm mind »e+■ I *id anger illusion A (sopeaca e) its arc not a cassideralke w.s b suspect to warms Pte Aced* ions sack as ooior or ® arr a$ appowno , #bad arc sal tot 6f s Nadas ask the beaddressedas p pat *Me apemen& beturecothe owaaes noddle contractor_ 2. Resift Word Dads When zone% Se castle mad sof de* may bon to be io. aocoalaeee will ticcisaeatpmvisioets aChipler 1 (ifigliVeloolylindicse ase4e1SoFkrida. Mulcting C o d e . (The moifdeck i s t - usually concealed p®arto oenur ing the existing zoofsysiern). 3. Caoetan Boat V.- " roofs as those silk hare o �e d�6omlames nei ldaaea>p; its. toes„ co■deinia ems, eat. In l wilt cais on soot~ the =oft cma[iaetor sodbr owner &midiaria ytheacaffistsofadpoeos wisafsoofinwaak to ieperfomaed. 4. Exposed Cedlogc Exposed, am Id= the induside of the rod de ling ieanbe frone beioa._ The owner may with to pia the arthilectural appearance; tree, mare hall periehatinas of the ■edramide of the do *i uiay sot be acceptable. The Hoak Bulldog Code Pamilia the option of wing this appearance. *wain Praiieg Water_ Tie =sawmaisysbaas< =War *dr alit L sy not disk mull ad wares ID pad (.c.-_-l-4 is lorwbyiag seas oldie tocE aabo a Wheaton bon d i trio= &stress sad may novae the review a a passional straw engineer. r. Pooliieg map shorten the life espeehavy and padoesance a£ the new soofttg system. PosTi t eoadtioas say not be ended d ordll the ori*Mdmafvgagd asismou etd .Roofingeoadifimas:hodibeceaoale . • 6. Ovoillsw -alas (wall ate) B its seg■baod that saivnaas Mow off so that the sna is not from a brand tip aviator. wails or other scateadeasioeehr mayhaoc'fctms _3aa_F if overflow snappers (welt owlets) are not provided_ It may be necessary to i. U overflow =pp= in accoulancewith ilkulfwg ClideJlombing. - 7_ Veatit_rve Bast meat shads= shoal have some ability to vat nand aidlnw duce& the_ a#' � skaranal a ssus , (the . The =Waft amo■at of Are weea illati - shalt not be reduced. finny be benoficid to consider addioad vain valiich can these_ aecedeadvgiseaiasamFfssttn roof. swam °I 113 1 01 me c7n.�daa': ** * Date 9A- Job Address ()-( ''8 ..5: Tax Folio 1/- Legal Description / / Owner / Lessee / Tenant A/7 G( At' �Cih r Master Permit # i9� / /�/ Owner's Address Contracting Co. J060-s ,P1G B <• JP. G . • Address Qualifier g $ i c < E Ctc State #04.1.11/ Municigal # Architect /Engineer Bonding Company Mortgagor Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION /� -�Zie - 33 TE-L7/4 � � � � � � a CocdZ Tint c4. ex) eter kOc c, 7 c A f /.< Gd-cil € ,410 Imo- - S Ft. (Moo WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAX RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that al ork ill be done in compliance with all applicable laws regulatin: •. -- and zoning. F therm• e, I authorize the above -named contractor to do the wo APPROVED: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE (LO( A) !28 4)(A Al(fr f{ C LT l''t • ondo President o Sign ture of - er a Date: /, Notary as td er and /or Condo President My Commission Expires: NOTARYFIALICSTATE MY CONOWERON EXPNOV. 20,1995 BONDED THRU GENERAL INS. UND. * * * Zoning Mechanical Fire Buildin Plumbing_ Address Address Address Estimated Cost(value) Phone Engineering X 370 Gv_ 2uA - Aft ALete- SS# . PhoneC(07l 7 3k Gbl/ // 0154 Competency 4 #�r0217/ � Ins.co. o id, 6 for .gL Owner- :uilder 41111 1111r r r a AMY PU1UC SPATE OF FLORIDA � / MY • •- 1 :• • EXPNOV. MUM Notary as o C ontractor or Owner- Builder My Commission Expires: * *• * * * * * ** FEES: PERMIT � ° RADON C.C.F. 4 NOTARY TOTAL DUE-q5/ Other N Electrical M ..• 1.,, LAWS .$ 11313 fz 92R334080 1992 SEP 04 12:43 Natirr i f !rnmuwniuriit 1 1N OU•1.1C•T(1 1 fuljuiu it ittatu concern: The undersigned hereby informs all concerned that improvements will be made to certain real property. and in accordance with section 713.13 of the Florida Statutes. the following information is stated in this NOTICE OF COMMENCEMENT. Legal Descriptibn of property (include Street Address. if available) General description of improvements Owner l' 1 / 12600 ` I D /VIE 16 Sy - 711eAwl/ 1/(-0/&6_,S ( 0 r 3 K a E 444_ leoru s, s 7 JAcyLA-s Ffrkm&e.. N EgSS `f• rrl e SY0A - s• Address dT ATE *OF 'FLU )A COUNTY OF DADE Owner's interest in site of the improvement ...... . .I . IE7ZLDY . CERTIF1• ¢,',ae Is a'. f' rsy of'tlla' original filyff in .his of /ice o- -sf2� of Fee Simple Title holder (if other than owner) , A. D. 1 WITNESS m hand and Official Seal. Name Address By D C . Contractor J o f f r /4©, /AV6 Or Sex"Tri fc 9e- cif? Address Surety Many) Address Amount of bond S Any person making a loan for the construction of the improvements: Name Address • #0/6 Cleric Circnt •Court /370 O. /ticia_s t/ f# ,v4 Su,L & !off // • • RAMCO FORM •Oi N,.. .s 1'311.4t f. RN VV V..., yl'CUIY n ft, � Lez ca Person Within the State of Florida designated by owner upon whom notices or other documents may be served: Name 'Address In addition to himself. ownef designates the following person to receive a copy of the l.ienor's provided in Section 713.13 (1) (h). Florida Statutes. (Fill in at Owner's option). . + Name • Address TMIS SPACE FOR RECORDER'S USE ONLY -1 e Ay, I tt -y FI g30? r ralca. 6 � - N lg v g y 13 y - d- Sworn to a d su day of Notice as NOTARY PUBLIC STATE MY COMMISSION EXP.NOV. 20,:995 BONDED T C ' AL NS. UND. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date / -3/ - Job Address / / /1/5 9 r °J Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant Owner's Address Contracting Co. Qualifier State # Gzev'/ 3 551, Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor / Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE 7 4" /3 (VP)/ ef,-/ c • WORK DESCRIPTION 44t) .C" /0 9R c yr / -- Square Ft. 3 • • ature d/.r Cond • es: Pue O �Pt2Y rIzt OF O 1/ President ' Date OFFICIAL NOTARY SEAL JOSE ANTONIO LOPEZ COMMISSION NUMBER CC558631 MY COMMISSION EXPIRES JUNE 2,2000 • As vu[Y e 2- 'arras to Owner an. .r Condo President Dat My Commission Master Permit # S ,L4 7 5 0715 Phone ,5� r/ co CbAUS C /C,D/l) Address 3'/ SLJ 2L 4. /MM,, •,i 11„ 33/d SS# Phone L142- / a3 ` 20 ?r ♦ L gearm + V eh,- I1vo,rQ Estimated Cost (value) 4 ) 1'6 0 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER' . FIDAVIT: I i that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws re g constru ning. Furthermore, I authorize the above -named contractor to do the work stated. APPROVED: Zoning Building Mechanical Plumbing Electrical 5/05 - Notary as to Contractor or Owner - Builder - Date My Commission Expires: O •\ PRY PU ,9 OFFICIAL SEAL ANTONIO LOPEZ 2 \ e., . r 0 COMMISSION NUMBER u' /1011 Q CC558631 �l , MY COMMISSION EXPIRES ` c OF f\ JUNE 2,2000 FEES: PERMIT °•• RADON C.C.F. � NOTARY BOND SIGN TOTAL DUE Ga Engineering Contractor's Name: Y L �GY //S//6 C C. Job Address: /a-0/ /1/4/E d S � ROOF CATEGORY L ow Slope Application) ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE gi ew Roof ❑ Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft 3 6, r Sloped Roof Area (ft) ° — Total (ft GGJ� Master Permit No. y09 Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): / Ft. Ft. 123.01 -78 9/96 Deck type: Fastener Type: /� • �°�S '� 6r Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) 1 - /ye, of AhilT /e1 5 4.0-4 , -/ - V74 ye's 4- . 54)/y pJJ- /4s Cgs e - lci y � 4 # J- 2 eeff ATTACHMENT SPACING ft ' Field: iv Perimeter: _ � Corner: DETAIL 1 & 2 Page -1 METRO -DADE 99. The expense of such testing will be. ncurred by the manufacturer. ACCEPTANCE NO.: 95- 1003.01 Revises No.: 94-1014.01 EXPIRES: 11/10/97 APPROVED: 03/14/96 .Y. ?x::35;• COO METROPOLITAN METROPOLITAN DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 331'30 -1563 (305) 375 -2901 FAX (305) 375-2908 INTERNET: mdcc0l @shadow.ne'1 PRODUCT CONTROL NOTICE OF ACCEPTANCE GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Your application for Product Approval of: GAF Conventional Built -Up Roof System 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: Dynatech 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 -98 and the standard conditions on page PRODUCT CONTROL. SECTION (305) 375 -2902 FAX (305) 372 -6339 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 manufacturers 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 requiroq>ents of the South Florida. Building Code. aul Rodriguez Product Control Division Supe. sor THIS IS THE CQyERSHEET. SEEADDITIOTIAI.EAGES FOR SPECIE[C..21IYD GENERAL • CONDITIONS BUILDING CODE COMMITT 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 D County, Florida under the conditions set forth above. arles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Category; Sub-Category Type: • Sub -Type: PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Membrane Roofing System Built- Up.Roofing Conventional Fiberglass Contact: William J. Woodring Director of Technical Services (201) 628 -4134 Frank Zuloaga Plans Examiner, 2 Product Control No.: Approval Date: Expiration Date: Product Control No.: 95- 1003.03 95-[003.02 Marsh-1-4,1916 Nov. 10 1997 System Description GAF Materials Corporation, a manufacturer of commercial roofing products for more than 100 years, produces a wide range of roof products for built -up and modified bitumen roofing systems. In addition, GAF offers two ply modified systems to meet the demands for multi -ply SBS and APP modified specifications. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found• in the "GAFGLAS Built -Up Roofing .Application and Specifications" manual published annually. GAF roof system assemblies have been extensively tested.at Factory Mutual Research Corporation and Underwriters Laboratories and have been tested in compliance with all requirements of the South Florida Building Code. Specific classifications for assemblies are listed in the current U.L. Roofing Material Directory and the current Factory Mutual Approval Guide. GAF Materials Corporation products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. For more information on specific roof system constructions, contact the Technical Service Office, located in Wayne, New Jersey, at 1- 800 - ROOF -411. ontrol Division Insulation Types: Basalt Wool Perl ite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard Rockwool Maximum Design Pressure Material Design Pressure Wood -60 psf Steel -75 psf Concrete -192 psf Lightweight Concrete -45 psf Cementitious Wood Fiber -45 psf Poured Gypsum Concrete -45 psf Maximum Fire Classification Material • Classification Frank Zuloaga Plans Examiner, 3 Product Control No.: 95- 1003.03 Wood Class 'A' Steel Class 'A' Concrete Class 'A' Lightweight Concrete Class 'A' Cementitious Wood Fiber Class 'A' Poured Gypsum Concrete Class 'A' Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. 0 ontrol Division Product Dimensions GAF Materials 5, 55 gallons Corporation Asphalt Concrete Primer GAF Mineral Shield® 60 Ib. bags Granules GAF Materials Corporation Jetblak All Weather Plastic Cement GAF Materials Corporation Plastic Cement . GAF Materials Corporation WeatherCoat® Emulsion GAF Materials Corporation Fibered Aluminum Coating GAF Materials Corporation Jetblak All Weather Plastic Cement GAFGLAS #75® Base Sheet GAFGLAS Ply 4 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT 1, 5 gallons • • ASTM D 3019 ASTM D 3409 1, 5, 53 gallons ASTM D 4586 Trowel grade, asphalt plastic cement. L 5 gallons ASTM 1227 Surface coating for smooth surfaced roofs. 1, 5 gallons 1, 5 gallons 3' x 108' 75 Ib. roll GAFGLAS Ply 6® 3' x 180' 45 Ib. roll 3' x 180' 40 lb. roll Test Specification ASTM D 41 ASTM D 1863 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. . Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and surfaces. ASTM D 2824 Fibered aluminum coating. Product Control No.: 95 ASTM D 3019 Refined asphalt b)ended with a mineral ASTM D 3409. stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTM D 2178 Type IV asphalt impregnated•gtass felt with asphalt coatin Frank Zuloaga Plans Examine 4 ontro Product GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® 3' x 36" Stratavent® (Vent 60 Ib. roll . Ply) Perforated GAFGLAS® 3' x 36" Stratavent® (Vent 69 Ib. roll Ply) for nailable decks GAFGLAS® Flashing various • Dimensions 3'x36' 76 Ib. roll GAFTEMP® various (sothenn R G AFTEMP® Composite PATftMPO Fiberboard GAFTEMP® Permalite® GAFTEMP® Fligli Density • Fiberboard GAFTITE® #12 Standard Roofing Fastener GAFTITE® #I4 Heavy Duty Roofing Fastener GAFTITE® Base Sheet Fastener and Plate various various various various 4 Test Specification ASTM D 3909 ASTM D 4897 D 3672 Proprietary ASTM D 4897 D 3672 • PA 110 PA 114 Product Control No.: 95- 1003.03 Product Descriptions Asphalt e sated, glass fiber mat cap sheet surfaced with mineral granules. Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Polyisocyanurate foam insulation. PA 110 s Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 Fiberboard insulation. PA 110 Perlite insulation board. PA 110 High density wood fiberboard insulation. Insulation fastener for steel and plywood decks. PA 114 Insulation fastener fr'r steel, wood and concrete decks. PA 114 Base sheet fastening assembly. Frank Zuloaga Plans Examiner,.•f " �: Intro) •tvi 5 Deck Type 1: Deck Description: System Type A(2): All General and Sys Base Sheet: Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: -. • Wood, Non - insulated 19 42 " or greater plywood or wood plank decks Base sheet mechanically fastened. tem Limitations shall apply. GAFGLAS® #75, GAFGLAS® PLY 6 ®, GAFGLAS® STRATAVENT® for Nailable decks, or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 V 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 of the sheet in the field. Two or three plies of GAFGLAS® PLY 4 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: 1. Grundy AL MB aluminum Roof Coating with an application rate of 1.5 gal. /sq.; Or' GAF WEATHER COAT® Emulsion with an application • rate of 3 gal./sq.; or GAF Fibered Aluminum Coating with an application rate of 1.5 gal. /sq.. 2. Asphalt flood coat at an application rate of 60 IbsJsq. * 20 %; plus gravel or slag with an application rate of 400 IbsJsq. & 300 IbsJsq., respectively. • . -55 psf. Frank Zuloaga Plans Examiner, 27 Product Control No.: 95- 1003.03 • 5' 'A'. See General Limitation #2. 3 ":12 "; See General Limitation #3. N- B -3 -G, NFB -4 -M, N- B- 4M/P6, N- B-4 -C, N- B- 4 -C/P6, N- B-4 -G, N- B- 4 -G/PG, N- B -5 -C, N- B- 5 -C/P6, N- B -5 -C, N- B- 5 -C/P6, N- B -5 -G, N- B- 5 -G/P6, N- B -5 -M, N- B- 5 -M/P6 ontrol Division Wood Deck System Limitations: Product Control No.: 95- 1003.03 ORO 1. A red rosin sheet shall be installed on all wood plank decks to eliminate asphalt seepage and bonding of base sheet to plank and deck. Red rosin sheet may also be installed on plywood decks as an option. 2. A slip sheet is required with GAFGLAS® PLY 4 and PLY 60 when used as a mechanically fastened base or anchor sheet. 3. 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. Pre - assembled 'Cap Nail' shall not be used for base sheet attachment. 4.* The following assembly is approved to a maximum design pressure of -52 psf.* No substitutions shall be made: a. Deck Type: "/,:" Plywood. b. Anchor Sheet: GAFGLAS® #75 fiberglass reinforced base sheet, GAFGLAS® Ply 6 ®, or STRATAVENT® (Vent Ply) for nailable decks, or RUBEROID® 20 base sheet. 'Fastening: Nailed 9" o.c. at the lap and in two rows staggered 18" in the field, nailed wiih 11 ga. annular ring shank nails and I' /," tin caps. c. Insulation: Base Layer: (Optional) Min. 1.2" E'NRG'Y 2, 2 Plus, AC Foam I, II or GAFTEMP Isotherm R adhered to the Anchor Sheet in a full mopping of approved asphalt applied within the EVT range at a rate of 20 -40 lbs.sq.. Top Layer: . v Min. ''/2" approved wood fiberboard adhered to the base insulation layer in a full mopping of approved asphalt applied within the EVT range at a rate of 20-40 Ibsfsq.. d. Base Sheet: (Optional) install one ply of GAFGLAS® #75 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq.. e. Ply Sheet: (Optional) One, two, or three plies of GAFGLAS® PLY 4 or GAFGLAS® PLY 6® Ply sheet adhered in a full mopping of approved asphalt applied within the EVT range an Frank Zuloaga Plans Examine , 28 ontro F Materials Corporation 61 Alps Road Wayne, NJ 07470 NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 1. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation . initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1 through 99 . END OF THIS ACCEPTANCE 99 Product Control No.: 95- 1003.03 ACCEPTANCE NO.: 95- 1003.03 APPROVED .: March 14. 1996 EXPIRES : Nov. 10. 1997 `./ Frank Zuloaga �_ Plans Examine `'tro a • L DRIB 1.131t L FFIt E IG I LDIt TRE- 0. 15.29 /5.29 dow.. 1CTIc 15 -25 12.63 CAMAS Mineral Surhnd Ca • Sheet NdNbi a ce pi nqulrsd) on Y Sidi Lip t� ,• I Aral ill I North, South, aiul West Zones Nailable decks up to 6 inches per loot slope, except tor lightweight insulating concrete decks which are limited to a sum pl m slope p of 1" per 1 loot. n , plywood, poured gypsum, precast gyp decks. For lightweight insulating concrete decks, see page 9. t Materials Sheathing paper (1 ply, if required) GAFGLAS Base Sheet GAFGLAS Ply (2 plies) GAF Materials Corporation Rooting Asphalt Interplies Cap Sheet GAFGLAS Mineral Surfaced Cap Sheet (1 ply) ApproXImate Weight per Square 175 1052 bs.; Guarantees Available ._ S ecll n __ Llberty_Guarantees N- 15 yr. West Zone only, Wood Decks. N- B- 4•M/P6 � 15 yr. - N B 4 MIP6 Lightweight Insulating Concrete. (See page 9.) 12, 10, 5 yr• 40 N -B -4 -M OUGUs Base Sheet • (see below) BrlretAI Ph GAFGLAS Specifications ey °E1- 4-h1/1 °U 6111111 10.1 r, ... aootInS Asphalt r s Specifications General addition Application recommendations detailed on pages 17 -20 shall -apply to the following recommendations and specifications. Application of Rooting Membrane 1. Over entire surface, lay one ply of sheathing paper where applicable. Lap each sheet 2 Inches over preceding sheet. Nail sufficiently GAFGIAS Base in Sheet, 2. Starting at the low point of the roof_nd of less than 6 Inches at end laps. lapping each sheet 2 Inches Nail along lap of base ply at intervals not to exceed 9 inches and stagger -nail down center of sheet in two rows with ta at intervals i each l heads at least 1 inch In diameter or row. Use fasteners with integ square that are recommended by GAF Materials Corporation or the deck manufacturer. (See 'Special Instructions' below.) lies of GAFGLAS Pry shingle 3. Starting at the low point of the roof, mop two p _ p lashion; lapping each sheet 19 inches over the ing underlying to the underly g base sheet to provide three l es over the entire oD area. Asphalt Requirements Interply moppings . ` Roofing Asphalt must be applied in a continuous film and shall consist of approximately 25 pounds per 100 square feet of roof area asphalt for t h a a tolerance not to exceed 20% plus or minus. The appropriate ' slopes involved must be used. ( On slopes up to '/r Inch per toot, Flat ASTM Type II may be used except in Florida, Texas, New Mexico, Arizona, and California. Surfacing application Apply GAFGLAS Mineral Surfaced Cap Sheet In accordance with the app instructions on page 20, so that the laps are offset from the laps of the ply sheets. Special Instructions 1. See recommendations for use over gypsum decks on page 9. 2. Acceptable GAFGLAS Base Sheets Include: STRATAVENP (Vent Pry) for Nailable Decks required for freshly poured gyp For wood decks gypsum a nd structural 75 B Sheet, GAFGLAS" PLY 6°, and GAFG 4 GAFGLAS PLY 6 is used as a base wood fiber decks, when GAFGLAS P sheet, a sheathing paper Is required. 3. See 'Nailing of Base Sheet,' page 19. 4. For roof slopes of 1 inch per foot or more, all ply felts must be back-nailed 4 10. inches in from the back edge of the felt. See 'Installation on Steep UL Chart Key 1. Substrate C = Combustible and Noncombustible plywood (min. "la inch thlcknes), . oriented t trand board ( boards, inc thicknes NC = Noncombustible only Noncombustible = Steel, poured or structural precast structural etc. concrete, lightweight insulating concrete, gypsum, 2. Slope Maximum slope allowed, in Inches per foot. IOA ING 'IC 603 ING :ET 563 901 908 net 3N 02 39 214 ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU)- Continued Surfacing: "Gacoflex UA -65'". applied at 1 gal/ sq. (12 dry mils). 39. Deck: NC Incline. 1 -1/2 Foam: "Polyfoam 251" or "Polyfoam 303 " ", 1 in. min. Base Coat: One or two applications ""Gacoflex UB- 8499", applied at 1.2 gel/sq. per applica- tion (14 -28 dry mile). Surfacing: "Gacoflex A- 55000'". applied at 1 -1/2 gal/ sq. (14 dry mils). 40. Deck: NC Incline: 1/4 Foam: "Poly -Iso'" or "Poly -Iso Special" with "Polyfoam 251"' or "Polyfoam 303 ", 1 in. min. Top Coat: Two Applications "lire -Cap 88" Series costing (various colors) applied at 1.3/8 gaV sq /application or 3 applications applied 1 -1/4 gaVsq/application. Top Coat (Optional): One application of "Gacoflex UA-85" Series (various colors) applied at 1 gel /sq or "Gacoflex UA -60'" applied at 1 -1/4 gaVsq (12 dry mils). 41. 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 -64 ", 1 gaVsq/application (12 -24 dry mils). Surfacing: "Gacoflex UA-65" Series 1 gaVsq or "Gacoflex UA$0'" applied at 1-1/4 gaVsq (12 dry mils). 42. Dock: 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 U8. 7050 ", applied at 1 gaVsq /application or 3 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). 43. 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 3 applications applied 1 -1/4 gal /sq /application (16 -32 dry mils). Surfacing:'" Gacoflex UA -60"" Series (various colon) applied 1 gaVsq (16 dry mils). 44. Deck: NC Incline: 2 Foam: "Poly -Iso " or . "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam'303 ", 1 in. min. Base Coat: "GecoSil 5- 1000" applied at 1 gal /so (10 dry mils). Surfacing: "Gacoflex S- 1000" applied at 1 gal /sq (10 dry mils). 45, Deck: NC Incline: 1 Foam: '"Polyfoam 251" or "Polyfoam 303 ", any thickness. Surfacing: "Gacoflex Ure- Shield 7007 ", 40 dry mils. GAF MATERIALS CORP. WAYNE NJ 07470 - R1306 (N) "RUBEROID 20" or "RUBEROID Mod Base 30"' may be utilized as an alternate to Type G2 base sheets rn any of the following Classifications. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet (" GAFGLAS #75 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 Stra- tavent (Vern -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 glass mat base sheet (' GAFGLAS #75 Base Sheet' or GAFGLAS Stratavent (Vent -Ply) for nailable decks'") may be subsituted 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•rnsulations may be hot mopped or mechanically fastened. " GAFGLAS Flashing" or "Ruberoid" may be used f in any of the Class A. 8 or C sys- tems listed below. When "perlite" is referenced, this includes "GAFTEMP Perlite" or any other UL. Classi:ed perlite insulation. Crushed stone or stag are suitable alternates for gravel in any of the Class A, B or C systems list- ed. Structural cement fiber building units are considered suitable to be included as a deck in the fol- lowing 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. anin gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin pa- per (perlite /rosin paver /polystyrene /perlite) is a suitable alternate for isocyanurate board in the fol- lowing 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 following Classifications. ' Class A.6 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 perlita, wood fiber. glass fiber, isocyanurate, ure- thane. yerlite /isocyanurate composite. perlite /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: 0.15:32 Incline: 2 Insulation Motional): One or more layers partite, wood fiber, glass fiber, isocyanurate. ure- • thane perlite /isocyanurate composite. perhte/urethane composite. wood fiber /isocyanurate composite. phenolic, any thickness. ✓ly Sheet: Three or more lavers Type G1 " GAFGLAS Ply 4" or " GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 "" GAFGLAS Mineral Surfaced Cap Sheet'. ROOF COVERING MATERIALS (TEVT) 215 • ROOFING SYSTEMS (TGFU)- Continued 3. Deck: NC Incline•. 2 Insulation (Optionalk One or' more layers partite. wood fiber, glass fiber, Isocyanurate. ure- thane, perlite/isocyanurate composite partite /urethane composite, wood fiber /isocyanurate composite, phenolic. 2 In. max. Ply Sheet Two or more layers Type GI " GAFGLAS Ply 4" or " GAFGLAS Ply 6 ". Cap Sheet One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheer. 4 . Deck: NC Intone 1/2 I auletion: One or two layers 'Isotherm R ", 4 in.' max, hot mopped. - Py Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5.. Deck: C -15/32 Incline. 1 Sup Shoot IOptlonaik Red rosin paper, nailed to deck. Base Sheet One layer of Type G2 " GAFGLAS #75 Beim Sheet" (may be nailed). Ply Sheet One or more layers of Type G1 " GAFGLAS Ply 4" or GAFGLAS Ply 8". Cap Sheet One layer of Type C3- " GAFGLAS Mineral Surfaced Cap Sheaf ". 6. Deck: NC Incline: 3 Base Sheet One layer of Type G2 " GAFGLAS #75 Bass 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 pertke, glass fiber, isocyanurate, urethane. perlite /isocyanurate composite. perlite /urethane composite, phenolic, 1.0 in. min (off -set from plywood joints 6 in.). Base Sheet One or more layers of Type G1, G2 or G3. • Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus' (granule). "Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cep Sheet ". hot mopped. 8. Deck: C -15/32 Incline: 2 Insulation (Optionalk One or more layers partite, wood fiber. glass fiber, isocyanurate, ure- thane, perlite / isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic. any thickness. Base Sheet Two or more layers of Type G2 or G3. Ply Sleet (Options* One or more layers of Type 61. Membrane. One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule). "Ruberoid Moo" (granule) or "Ruberoid Mop Plus" (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Class 8 1. Deck: C- 15/32." . Incline: 3-1/2 Insulation (Optionalk One or more layers perlite. wood fiber, glass fiber. isocyanurate. ure- thane. penile /isocyanurate composite, perlite /urethane composite. wood fiber /isocyanurate composite. phenolic. any thickness. Ply Sheet Two or more layers of Type G 1 "' GAFGLAS Ply 4" or " GAFGLAS Ply 6" Cap Sheet Type G3 "' GAFGLAS Mineral Surfaced Cap Sheetr% hot mopped. 2. Deck: C -15/32 Incline. 3-1/2 Insulation (Optionalk One or more layers perlite. wood fiber, glass fiber, isocyanurate. ure- thane. partite /isocyanurate composite. perlite /urethane composite. wood fiber /isocyanurate composite. phenolic. any thickness. Base Sheet Two or more layers of Type G 1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule). "Ruberoid Torch Plus" (granule). "Ruberoid Mop" (granule) or "Ruberoid Mop Plus " (granule). Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet". hot mopped. , Class C I. Deck: C -15/32 Incline: 1/2 Insulation (Optionalk One or more layers perlite. wood fiber, glass fiber, isocyanurate, ure- thane. perlite /isocyanurate composite, perlite /urethane composite. wood fiberrisocyanurate composite, phenolic. any thickness. Ply Sheet Three or more layers of Type G 1 " GAFGLAS Ply 4" or " GAFGLAS Ply 6 " Surfacing: "Special Roofing Bitumen" 20 Ibs /sci. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A 1. Deck: C -15/32 Incline: 1/2 Insulation (Optionalk One or more layers perlite. wood fiber. glass fiber. isocyanurate. ure- thene, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite. phenolic, any thickness. • Ply Sheet Three or more layers of Type 61 " GAFGLAS Ply 4" or " GAFGLAS Ply 6 ". hot mopped with coal tar bitumen. Surfacing: Grovel. COMBINATION HOT AND COLD SYSTEMS Class A 1. Deck: NC - Incline: 2 Insulation (Optionalk One or more layers perlite. wood fiber or glass fiber, 2 in. max. Ply Sheet Three or more layers of Type G1 " GAFGLAS Ply 4" or "GAFGLAS Ply 6"". Surfacing: Grundy Industries "el MB Aluminum Roof Coating" at 1 -1/2 gaVsq. 2. Deck: NC Incline: 1 Insulation (Optional) One or more layers perlite. wood fiber. glaze fiber, isocyanurate. ure- thane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite phenolic. any thick Ply Sheet Three or more layers of Type G 1 " GAFGLAS Ply 4" or "' GAFGLAS Ply 6 ". Surfacing: "Weather Coat Emulsion" at 3 gaVsq. 3. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R' 4 in., hot mopped. Ply Sheet Any UL Classified gravel surfaced Class A aspnalt glass fiber mat system. Class 8 1, Deleted. 2.. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite. wood fiber. glass fiber isocyanurate. ure- it Owner's Name and Address Registered Architect and /or Engineer...... .... 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 / )--U Q t• STATE OF FLORIDA, COUNTY OF DADE. ss. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date No. � 4 el , • jr State work to be done and purpose of building (by floors) and for no other purpose. New Building Remodeling Addition Repairs No. of Stories , 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 The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such s bcont tors on work to be p rformed under this permit, as are licensed by Miami Shores Village. ; f tors t om' Remarks (Signed). oaths Before me, the undersigned authority, a notary public, duly authorized to administer 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. al Permit No al Date � ° ° Read, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member ..... Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be 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.