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RF-08-1677Project Address MONA BALL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores , FL 33138 -0000 Phone: (305)795 -2204 800 NE 97 Street 1132060142770 Miami Shores Village, FL Block: Lot: Owner Information Address Phone CeII Contractor(s) Phone SOUTHEASTERN CONSTRUCTION GI Cell Phone Type of Work: Additional Info: Classification: Residential Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $8.40 $2.80 $282.15 $6.00 $7.05 $306.40 Total $ 0.00 Payment Type : Amt Paid I Amt Due $ 0.00 $ 0.00 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 Authorized Signature : Owner / Applicant / Contractor / Agent Building Department Copy Parcel Number NOV 0 5 2008 CKlov MIAMI SHORES V ILLAGE 3#k #tf8. Expiration: 03/21/2009 800 NE 97 ST MIAMI SHORES FL 33138 -2528 Applicant Valuation: Total Sq Feet: MONA BALL Date $ 14,000.00 2286 Available Inspections: Inspection Type : Final Roof Hot Mop Tile In Progress Up Lift Report Tin Cap Nailing Affidavit September 22, 2008 Monday, September 22, 2008 1 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Owner's Name (Fee Simple Titleholder) )jot.t 1o Phone # 5 — 1T 35 Owner's Address WO kir Ifi City IkIttN 4.5 State n Zip 'c U1311 Tenant/Lessee Name Phone # Job Address (where the work is being done) �X*). , 4.. G 7 City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Nam T g1 b M C1 t sT r 4 Contractor's Address 1 iO4 1 City Qualifier Name Type of Work: Describe Work: Submittal Fee $ /CJ Notary $ Scanning $ . Lb Bond $ Structural Review. $ i't "U State P1 kuv lore State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) 1 W Value of Work For this Permit $ fl 3(b ❑Addition ['Alteration ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *** F * *********** *** **** *** ** *** **** Permit Fee $ OL U , ls Training/Education Fee $ p_ t.$0 ode Ezi orcement . Double Fee $ Total Fee Now Due $ '4v See Reverse side -+ 10 ; k1077 mIAM l c , l r \ILLAGE Roofing NO KNew DPBR $ Permit No. RF- t 3 -/0 7 ter Permit No. Phone # Zip Phone # -Lets c631 l -L1 ¶15-3 z Phone # Square / Linear Footage Of Work: 22 3C ❑ Rep ( Mi r CCF $ $-4V CO /CC Technology Fee $ 7.05 Zoning $ ❑ Demolition 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: ** ** *** :*********** ** ******* *********** **** * * * * * ** *** ***** * * ******** ************** * * * ** x***** * * * * * ****** ** ** APPLICATION APPROVED BY: (Revised 07/10/07) 9/9/e ? • Plans Examiner Engineer • Zoning 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 an4 a reinspection fee will be charged Sign. Print: Signature / G Owner or Agent The foregoing instrument was acknowledged before day of 20 CR by LAI ( produc who is personally known to me or who h NOTARY PUBLIC: As identification an o did take a- n � � o LL +t + •.. ice J - la's F-n o- ��; ry rrh Prin My CommissiExpires: �~- w d. - My Co *******,r*, *** ,r****,t*,r**** ** ter *,x**** *,r *,r,x**** ** * ,r *,v rewt+� ao-******* **ar,ra,r Contractor e this ,6 The foregoing instrument was acknowledged before me this 3 day of who isp NOTARY PUBLIC: to me or who has prv.uced as identification and who did take an oat 0 :.-,1 --, M k t o w i...i i co . --i 1 , 1 e t Expires: 1- r°° c * * * * * *�ri+hf id°,LOfaM1J,atrf.mmasr.r.m . r-a. -r-C-0 � .;, FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Name Contractor's Address ,k1 City /II; State Qualifier Name Arl I'7 An eV State Certificate or Registration No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ['Addition Describe Work: Re roof So✓tA Bas -Pin ry l o6r s. a1- st...uirrirq uJJ, (J[t i..Ewe rl 13 NO ,< (04 69 ePhone # )()P S 1fe-'cf Phone # Phone # LIp Zip 33/77 78 ->4O -3®s - a'q —q$ 3?- Certificate of Competency No. Square / Linear Footage Of Work: DAlteration ❑New )Repai i 1 - le S -P1 .-4- c ®o F sec7te . ❑ Demolition 305- 757 -6885 Scope of Work CONSTRUCTION GROUP, INC. 14104 SW 163` Street Miami, FL 33177 DATE: PROJECT: PROPOSAL August 26, 2008 800 NE 97ths Street — Miami Shores, FL V SEP ma .) Reroof Tile Roof 1) Remove debris and haul, away (cgntainer to be placed at site) 2) Pull a permit with the city /cou}t3 3) Remove any rotten plywood. A 00 lineal feet included in price. Additional plywood to be installed at $4.50 a lineal foot 4) Install a #30 felt base sheet tin capped with 1 '/a r/s nails with tin caps to code 5) Install a Polystick TU Plus tile underlayment back - nailed 12" o.c. 6) Install Altusa Fume Spanish"" tile with foam. 7) Work to include all necessary Inspections by city. We will honor a ten (10) year warranty against leaks due to bad workmanship and/or bad materials. Reroof Flat Roof 1) Remove debris and haul away (container to be placed at site) 2) Pull a permit with the city /county 3) Remove any rotten plywood. 100 lineal feet included in price. Additional plywood to be installed at $4.50 a lineal foot._ 4) Install a #75 felt base sheet tin: capped with 1 '/a r/s nails with tin caps to code 5) Install a ply sheet 6) Install a Modified Cap Sheet.`` 7) Work to include all necessary inspections by city. 8) Replace two (2) 2' x 4' skylights $5,000.00 9) This does not include any insulation. If customer would like insulation to be installed on flat roof, it will be an additional price. We will honor a ten (10) year warranty against leaks due to bad workmanship and/or bad materials. We hereby propose to perform the above - described work for the sum of: Thirteen thousand five hundred dollars and 00 .$13. Payment: $5,400 upon acceptance of proposal; $2,200 upon base sheet inspection of tile roof $2,200 upon city inspection of tile underlayment; $2,000 upon flat roof completion and balance due upon job completion. VOICE: 786 -295 -1670 Page 1 of 2 6988 CC 02B000601 $8,500.00 " gO FAX: 866 -333- go, o d ACCEPTANCE OF PROPOSAL All terms and conditions are hereby accepted: DATE: DATE: gA7b 4 EXEPTIONS We will not be responsible for any damages resulting from a storm, hurricane, tornado or any other force of nature that may cause or results in damages to our roof system during and after the installation of the same. We will not be responsible for any damages to our roof system due to lack of maintenance and/or from contractors or subcontractors that may tear or disturb our roof/waterproofing installation due_ to any kind of installation on or at the roof without authorization from our company and/or roofing material representative. Warranty shall be void if system is punctured by equipment or sharp objects in excess of material physical limitations. Unless otherwisp stilted, warranties are not transferable. All work will be completed in a workmanlike manner according to standard practices and aiiikailter conditions allow. Any alteration or deviation from above specifications involving extra cost will be done upon a written change c der:` The cost will become an extra charge over and above the estimate. This is to include, but not limited to hidden damage& that ark „uncovered during the course of the job and/or additional work required by the South Florida Building, job architect/engineer or local building official or any square feet not covered or missed on plan proposal or contract by General Contractor, Roofing` Contractor or Job Architect. Contractor will pay for any and all additional square feet of roofing that was not included and/or covered under this contract. When roofing squares are found to be less than amount of contract, contractor will be reimbursed accordingly. Contractor will provide access to property and make all arrangements so that we may perform our work in a timely manner. All payments ate to be made on schedule. If payments are not on schedule, work will be temporally stopped until such payments are made. Any additional item which may be required as a result of a Code interpretation by the Building official shall be considered as a change order. Warranty is not transferable. VOICE: 786 - 295 -1670 Page 2 of 2 FAX: 866 -333- 6988 Property Information Map Digital Orthophotography - 2007 My Home Miami -Dade County, 0 16ft This map was created on 8/26/2008 11:42:08 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. -- "} mi SEP 20ca i� Summary Details: !Folio No.: 11- 3206 - 014-2770 Property: 800 NE 97 ST Mailing IVAN E BALL &W MONA G Address: 800NE97STMIAMI SHORES FLA 33138 -2528 Property information: Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 2/1 Floors: 2 Living Units: 1 Adj Sq Footage: 2,023 Lot Size: 8,625 SQ FT Year Built: 1937 MIAMI SHORES SEC 3 Legal PB 10 -37 W1/2 OF LOT Description: 14 & LOT 15 BLK 74 LOT 75.000 X 115 Sale Information: Sale O /R: Sale Date: 0/0 Sale Amount: $0 Assessment Information: Year: 2008 2007 Land Value: $293,509 $293,509 Building Value: $206,318 $206,318 Market Value: $499,827 $499,827 Assessed Value: $121,797 $118,250 Homestead $25,000 $25,000 Exemption. Total Exemptions: $25,000 $25,000 :Taxable Value: $96,797 $93,250 The market and assessed values are accurately reflected.lnformation related to this property's exemptions and taxable values are being updated as a result of the recent passage of Amendment One and will be available shortly. 1 1 of 1 8/26/2008 1 1:31 AM ............................ ........................... ............................ r« •:;:rr� • art •::: Inspection Date: January 13, 2009 Inspector: Rodriguez, Jorge Owner: BALL, MONA Job Address: 800 NE 97 Street NE Miami Shores Village, FL Project: <NONE> Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: SOUTHEASTERN CONSTRUCTION GROUP Building Department Comments Monday, January 12, 2009 Permit Type: Roof Inspection Type: Up Lift Report Work Classification: New Roof Phone Number Parcel Number 1132060142770 Phone: (786)295 -1670 Page 1 of 1 Passed Inspector Comments �I Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until ............................ ........................... ............................ r« •:;:rr� • art •::: Inspection Date: January 13, 2009 Inspector: Rodriguez, Jorge Owner: BALL, MONA Job Address: 800 NE 97 Street NE Miami Shores Village, FL Project: <NONE> Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: SOUTHEASTERN CONSTRUCTION GROUP Building Department Comments Monday, January 12, 2009 Permit Type: Roof Inspection Type: Up Lift Report Work Classification: New Roof Phone Number Parcel Number 1132060142770 Phone: (786)295 -1670 Page 1 of 1 No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed ' 23 -25 Passed 41-45 Passed 6 -10 Passed 26 -30 Passed 46-48 Passed 11 -15 Passed 31 -35 Passed 16 -22 Passed 36-40 Passed Reviewed by:. OWNER: CONTRACTOR: Southeastern Construction TILE TYPE: Spanish S A TTACHMENT.• Polyfoam Testing Equipment: Digital Chatillon DFIS 200 THIS ROOF HAS: PASSED x, 6.0 Marlin Brinson, P.E Lic. No. 60749 11 15 595 W. 18 Street Hialeah, FL 33010 39 _ 38 12 13 FLORIDA', TEC Providing Solutions to the Roofing Industry CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 PROPERTY ADDRESS: 800 NE 97 St. Miami PERMIT No: Test Tabulation FAILED 1 1 THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106. . "ROOF SKETCH" 43 44 45 40 41 42 37 10 9 8 14 wwwSfloridatec.net ROOFING SQUARES: 47 ROOF PITCH :: 5:12 INSPECTOR INITIALS: 7H/TH TEST DATE: 1/1/09 FLAT 42 35 36 33 32 . 31 28 /1 29 30 18 20 26 21 23 24 27 25 34 Lab Report No. 08- 120158 Front 26 6 4 16 17 7 5 C.A. #: 26095 Lab Certificate: 08 0514.02 Required Testing Force: 35 Ibs 2 Tel: (305) 256 -4550 Fax (866) 333 -6988 :.;;::.:::.:::;:.:.::.::.:: .::::.:;::.;;:.;::.;:.;:.::<.:» ............................... Inspection Date: January 13, 2009 Inspector: Rodriguez, Jorge Owner: BALL, MONA Job Address: 800 NE 97 Street NE Miami Shores Village, FL Project: <NONE> Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: SOUTHEASTERN CONSTRUCTION GROUP Building Department Comments Monday, January 12, 2009 Phone Number Permit Type: Roof Inspection Type: Final Roof Work Classification: New Roof Parcel Number 1132060142770 Phone: (786)295 -1670 Page 1 of 1 Passed \1 Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until :.;;::.:::.:::;:.:.::.::.:: .::::.:;::.;;:.;::.;:.;:.::<.:» ............................... Inspection Date: January 13, 2009 Inspector: Rodriguez, Jorge Owner: BALL, MONA Job Address: 800 NE 97 Street NE Miami Shores Village, FL Project: <NONE> Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: SOUTHEASTERN CONSTRUCTION GROUP Building Department Comments Monday, January 12, 2009 Phone Number Permit Type: Roof Inspection Type: Final Roof Work Classification: New Roof Parcel Number 1132060142770 Phone: (786)295 -1670 Page 1 of 1 Inspection Date: January 13, 2009 Inspector: Rodriguez, Jorge Owner: BALL, MONA Job Address: 800 NE 97 Street NE Miami Shores Village, FL Project: <NONE> Contractor: SOUTHEASTERN CONSTRUCTION GROUP Building Department Comments Monday, January 12, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Roof Inspection Type: Nailing Affidavit Work Classification: New Roof Phone Number Parcel Number 1132060142770 Phone: (786)295 -1670 Page 1 of 1 Passed 414 Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: January 13, 2009 Inspector: Rodriguez, Jorge Owner: BALL, MONA Job Address: 800 NE 97 Street NE Miami Shores Village, FL Project: <NONE> Contractor: SOUTHEASTERN CONSTRUCTION GROUP Building Department Comments Monday, January 12, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Roof Inspection Type: Nailing Affidavit Work Classification: New Roof Phone Number Parcel Number 1132060142770 Phone: (786)295 -1670 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: December 23, 2008 Inspector: Rodriguez, Jorge Owner: BALL, MONA Job Address: 800 97 Street NE Miami Shores Village, FL Project: <NONE> Contractor: SOUTHEASTERN CONSTRUCTION GROUP Building Department Comments Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132060142770 Lot: Phone: (786)295 -1670 Tuesday, December 23, 2008 Page 1 of 1 DEC 2 4 2008 Passed Inspector Comments CC ( z.■ 2 /(/ 4 3 £.4 - 2' "ne_ JGec� f Failed Correction Needed Re- Inspection Fee 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 Date: December 23, 2008 Inspector: Rodriguez, Jorge Owner: BALL, MONA Job Address: 800 97 Street NE Miami Shores Village, FL Project: <NONE> Contractor: SOUTHEASTERN CONSTRUCTION GROUP Building Department Comments Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132060142770 Lot: Phone: (786)295 -1670 Tuesday, December 23, 2008 Page 1 of 1 Inspection Date: 11/17/2008 Inspector: Rodriguez, Jorge Owner: BALL, MONA Job Address: 800 97 Street NE Project: <NONE> Contractor: SOUTHEASTERN CONSTRUCTION GROUP Phone: (786)295 -1670 Building Department Comments RE ROOF TILE AND FLAT ROOF SECTION Passed Failed Correction Needed Miami Shores Village, FL Friday, November 14, 2008 Re- Inspection Fee ($ No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores �'oslage 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756 -8972 TIN CAP SPACEING False 1 8 2000 Qe.- risk)._. �-; 0 . Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132060142770 Block: Lot: Infractio Passed Comments Inspector Comments FLAT AND SLOPE (') k— • J 1-17 O Page 1 of 2 RE ROOF TILE AND FLAT ROOF SECTION Passed Inspector Comments l 1 _ 20 _ o P Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 11/20/2008 Inspector: Rodriguez, Jorge Owner: BALL, MONA Job Address: 800 97 Street NE Project: <NONE> Miami Shores Village, FL Contractor: SOUTHEASTERN CONSTRUCTION GROUP Building Department Comments Wednesday, November 19, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1132060142770 Lot: Phone: (786)295 -1670 Page 2 of 2 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. vv STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereb a : • • ce that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street / address: g©a N 47 — /141 .4..; 5Ao(es, FL 1313e Sec. 3 i' .81© -'37 t/I /— of Lot ly$ 404 is 6IK7'( 2. Description of improvement: n 12e f o 4 k d- Ff f /Do j 3. Owner(s) name and address: Mona. 13 *tl ALE6 AIt,Art•:7, 5" pi" 1c w I 1r 51 Interest in property: ow-A if/ Pl_ . ?,G 17) Name and address of fee simple titleholder. f 0 t: °(1 5 A4 IAA" SThAv kL . 3 3 4. Contractor's name and address: Sea li eeto-5 }tfh to n S rrer, I CV 963't — /2 e-0,; 15 3 3 /69 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different dat is specified) / Signature of er " / 4 air-11 Print Owner's Name Sworn to and subscribed before me this 0 day of Notary Pu Print Notary s My commission ex NOtkikY' 1 j_1 (-,.ST" Ja tCt Lopez COMM `zs�r DD41 � p1P - 51, Inc. Bonded 7115% .' ', ` NO. 11-lac 4 -x 11111111111111111 111111111111111 1111111111111 Prepared by I4/eJc Alvaz2 STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that this is t cpoy of the original fit this o on -j rtVI da of ,A020 Obor WITNES my hand and Official Seal. HARVEY RUV LE of uit and County Courts BY s a I .f J r D.G. c F'N 2008R0794158 OR 81: 26587 F'g 4528; (1ps ) RECORDED 09/29/200 13:14:38 HARVEY RUVII4r CLERK OF COURT MIAMI-DADE COMM FLORIDA LAST PAGE 20 _. Address: Lf,S Aelr f - 3 d- '1 /t m*l Slurs *tap Seif Voo.4tme ee 10050 NE 2 Ave • Miami Shores, FI 33138 Phone 305- 795 -2204; Fax 305 - 756 -8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores, FI 33138 Re: Owner's Name: /r1044. ail, Property Address: 4 g 0 0 fl 41 S t'rPe t, Roofing Permit Number: Dear Building Official: I 'M ion I- l 1 certify that I am not required to retrofit the roof to wall connections of my building because: I ffhe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) 7 7-)kw h dub (Amin G• 0/11z Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of Notary Public, Sate of Florida at Large L When the just valuation of the structure for purpose of ad valorem taxation is equal to or more th $300,000.00, and the building s not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Date: q-3-01 C ii \! /; j ) SEA 6 200a "T sir i LOAD;` Janet Lopez Commission = L)D Expires: MAR, 31, 2009 Goi_ cie hru Atlantic Co., Inc ROOFASSEMBLIES AND ROOFTOP STRUCTURES 15.32 0 New Roof IX Low Slope 0 Asphaltic Shingles Low Slops Roof Area (SF) 900 Florida Building Code Edition 2004 High-Velocity HurricaneZo Sectio 0 Metal Panel/Shingles Section B (Roof Plan) • • • •• •• • • • • • • • • • • • ••• • • •• •• • • • • • ••• • • • • • • • • • • • , • _,P7 t4r3231°nRwan- 10 • • • • .• • •• • • • • • • ••• • t ROOF CATEGORY 0 Prescriptive BUR 150 ROOF TYPE Dit Reroofing 0 Recovering 0 Repair ROOF SYSTEM INFORMATION No Gas Vents Steep Sloped Roof Area (SF) 1,386 • • • • • ••• R IF . • • fe 2611.1 Master Permit No (- cons_ Contractor's Name Southeastern Job Address 800 NE 97th Street J rvii •• 000000 1 • ••• •0 'ss • • • i• • • • • ••• 0• 0 Mechanically Fastened 'Tile Ott Mortar/Adhesive Set Tile 0 Wood ShIngles/Shalces 0 Maintenance Total (SF) 2,286 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. 1E 23' 2/12 5C' Flat R 4 72' APPROVED 1 BY oof DATE STATE AND COUNTY RULES AND REGULATIONS 2/ 1 Miami snores viiia e ZONING DEPT BLDG DEPT W/12 q/1fz 12 28' 2 2 SUBJECT TO COMPUANCE WITH ALL FED .4, • ofing 'orm.max 2/1 1 24' 0' FLORIDA BUILDING CODE — BUILDING Section C (Low Slob Application) Fill in specific roof assembly components and Identify manufacturer (If a component is not used, Identify as "NA ") 3 , System Manufacturer: GAF Product Approval No.: 03- 0501.02 Design Wind Pressures, From RAS 128 or Calculations: Pmaxl: 49.2 Pmax2: 82.6 Pmax3: 124. 3 Max. Design Pressure, from the specific Product Approval system: Deck: Type: Gauge/Thickness: Slope: Anchor/Base Sheet & No. of Ply(s): #75 -1 ply- `' Anchor/Base Sheet Fastener/Bonding Material: 1 1/4" r/s nails and tin naps Insulation Base Layer. Energy guard Composite Ins Base Insulation Size and Thickness: 4' x 4' - 1.5" thick Base Insulation F Material: Hot Asph Top Insulation Layer: N/A Top Insulation Size and Thickness: N/A Top Insulation Fastener/Bonding Material: N/A Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/Bonding Material: Ply Sheet(s) & No. of Ply(s): Rubberoid Mop Smooth Pty Sheet Fastener/Bonding Material: Hot Asphalt Top Ply: Rubberoid Mop 170 FR Top Ply Fastener/Bonding Material: Hot Asphalt FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 2004 High- Velocfty Hurricane Zone Unifom2 PtrmII A g� ppdea ion Fg . • • • • • •• • • • • • • • • • • • •• • • • • • S ,3rfjcIng • • • • •• ••• • . Fastener Spacing for Anchor/Base Sheet Attachment: Rub. 170 FR Rub. 20 Insulation #75 Roofing Form.max ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • • ••• • • • ••• • • •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• •• • • • • FIe1A,9 : ,c eeLoif I I►s• 2• Q 9_" oc Perth?ete;:6! •• ocs@4 4Q, # Roeis 3 @ 6 " oc Corner: 6 "oc Q Lap, # Rows 5 @ 6 " oc Number of Fasteners Per Insulation Board: Field Perimeter Comer 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 Drip Counter Flashing If Wood Deck L Metal Flashing Edge • AFT. FT. V N/A Parapet Height 10' Mean Roof Height 15.33 Roof System Manufacturer: Clay Forever, LLC ••• • • • •• ••• •• • • -• Notice of Acceptance Number: 07- 0919.05 ' • • • • • • ••• • • • Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P1: 45 P2: 95.1 P3: 95.1 Maximum Desi n Pressure (From the 3r uct Approval Specific System): ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • • .•• • • • •• •• • • • •• ••• • • • • • fef • •• • • • . ; • • • • •.• ••••••• ▪ • • Florida Building Code Edition 2004 • • • • High-Velocity Hum Zone Uniform Pmt Application Form. • • • • Section D (Stom Sloped F_o_f 9_s)em ,) • • • • • • • •• ••• • • • - • Roof Slope: 2 : 12 Ridge Ventilation? N/A Mean Roof Height: 21' Steep Sloped Roof System Description Deck Type: Wood Deck Type Underlayment: Insulation: Fire Barrier: N/A #30 N/A Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: Roof Covering: 1 1/4" r/s nails- 6" o.c. at laps an 2 rows in field at 12" o.c. Tile 3" x3" galvanized d Polystick TU Plus- Self Adhere! Backnailed 12" o.c. 15.34 Roofing Form.max FLORIDA BUILDING CODE — BUILDING Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H lob Site 't Roof Slope 0 Job Site Aerodynamic Multiplier 2 i Product Approval Restoring Moment due to Gravity M Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance M Iv Calculated Product Approval Minimum Attachment Resistance Required Uplift Resistance Fr Calculated Average The Weight W Product Approval Tile Dimensions L = length W - width Product Approval All mlwlations must be submitted to the building official at the time of permit application. M, required Moment Resistance* Mean Roof Haight --• Roof Slope ,, 15' 20' 25' 30' 40' 2:12 34.4 38.5 38.2 39.7 42.2 3:12 32.2 34.4 38.0 37.4 39.8 4:12 30.4 322 33.8 35.1 37.3 5:12 28.4 30.1 31.8 32.8 34.9 8:12 28.4 ' 28.0 28.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 . ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • 00. • • • • ••• Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit•Appltcation Fem. • • • Section E (ile CatcC • • ; � • • For Moment based tile systems, choose either Method 1or2 . Compare the values fat% SA the vahttshiEmIt If the Mptylues eljeater than or equal to the M, values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile CairnlatoessPerdA8 1271 • • • • • • • • (P x2..274 =12.33 - Mg: 5.35 = Kt 6.g8 ; • NollCAp al A 38. f•• • 0. 95.1 x2 _ 274 =26.D.8 - M 5.35 =M 1ret 404.3 .h • (P3: 95 1 x?r 274 .26.06-mg: 5 35 = A Product Approval Mf 3.7 Method 2 "Simplified The Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below 38.2_ Product Approval Mf 38.7 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3. Compared the valaesfor le with the values forFr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment eased Tile Calculations Per RAS 127" (Pi: x L = - x w: = - W: x cos 6 = Fri Product Approval F' (P x L = - x w: = ) - W: x cos 8 = F,2 Product Approval F' (P3• x L = x w: = -, W: x cos B = Fe Product Approval le FLORIDA BUILDING CODE - BUILDING 15.35 Roofing Form.max MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Clay Forever, LLC 6801 NW 77 Avenue Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constriction 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 revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 Florida : uil including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Altusa "S" Clay Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, following statement: "Miami Dade County Product Control Approved ", unless otherwise noted RENEWAL of this NOA shall be considered after a renewal application has been filed and the 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 revisio materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorse product, for sales, advertising or any other purposes shall automatically terminate this NOA. Fai 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, o` 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 renews NOA - 0706.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigers. • • • • • • • •• • • • • • • • • • •• •• • • • • ••fs. • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • •• • • • • • •• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 • • • NOA No.: 07-0919.05 • • • � Date: e: 12/16112 • • • !removal 12171/07 • Page 1 of 7 • • • • • • • • • • • • • • • ROOFING ASSEMBLY APPROVAL Category: Sub- Category: Material: Roofing Roofing Tiles Clay L SCOPE This renews roofing system using Altusa One Piece S' Clay Roof Tiles, as manufactured by Alfareria Del Turbio, S.A. (ALTUSA) in Venezuela and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Altusa One Piece `S' L =18 /a" Tile W = 10.5" 1/2" thick nominal 3 high Trim Pieces Length: varies Width: varies varying thickness Clip L = 6" D .0.125" Clip L &h =2" W = , " 0.05" thick 2.1 SUBMITTED EVIDENCE: Test Agency IBA Consultants, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Project No. 304 5• • Engineering, Inc. Test #MDC 748 • Celotex Corporation Testing MTS 520649 ••• Test Suecfeatlons TAS 112 TAS 112 TAS 114 TAS 114 Test Identifier 2397 -116 94-083 94-084 25- 7200 -1 • • • • • • • • • • • • • • • • • • ..• • • • • • • • • • • • • • •• •• Product Description High profile clay roof tile. For direct deck or batten nail -on, mortar set or adhesive set applications with minimal headlap of 2-1" Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Tile clip L Shaped tile clip Test Name/Report Date ASTM C 1167 06/28/07 Static Uplift Testing April 1994 TAS 101 (Adhesive Set) Static Uplift Testing May 1994 TAS 101 (Mortar Set) Static Uplift Testing Feb. 1995 TAS 102 (Quick-Drive Screws, Battens) wain . • • • • .. • • • • • • • • • • NOA No.: 07-0919.05 • • • • • • • • • :'. jEgkiration Date: 12/16/12 • • • • • • • •pproval Date: 12/20/07 • • • Page 2 of 7 • . Oct. 1994 TAS 102(A) May 2000 • • •.. • • • • •• • • • • • • • • •• • • • • • • • • • Test Agency PRI Asphalt Technology, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 3. LIMITATIONS 4. INSTALLATION 4.1 `Altura One Piece S' Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Test Identifier CLF- 003-02 -01 7161 -03; Appendix III 7161-03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall 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. 3.7 May be installed on slopes 7:12 and greater. .. .. • • • • • • • . • • • • • •• • • • • • • .•. .•. .•. ••• .•• .•. NOANo.:07- 41919.05 • • • • • • • •E*_piration Date: 12/16/12 • . . • •• • • • • • • • • • • • • • • • • • Approval Date: l mo/07 • • ••• • Page 3 of 7 ••• • • • • • • • • • • • • • • •• • • • • • • • •• •• • • ••• • • • • Test Name/Reuort TAS 102 TAS 102 Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25-7804-4 & 5 25- 7848 -6 • • • •• • • • • • • • • • • •• •• • • • pak October 2001 Dec. 199E Dec.1991 Aug. 1994 July 1994 Sept. 1993 March 1999 March 1995 February 1996 April 1996 December 1996 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -1 (ft) Width -w (ft) Altusa 'S' Tde 6.9 1.52 0.875 fame 4: Attachment Resistance Expressed as a Moment - Mr (ft Ibf) - for Nail -On Systems Tile Profile Table 2: Aerodynamic Multipliers - I (ft Direct Deck (Min 15/32" plywood) Tile Battens A ( x(f ) 28.6 Profile 19.4 Batten Application Direct Deck Application Altusa 'S' Tile 2.8 2 -10d Smooth or Screw Shank Nails 0.253 0.274 fame 4: Attachment Resistance Expressed as a Moment - Mr (ft Ibf) - for Nail -On Systems Tile Profile Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19/32" plywood) Battens Altusa '8' Tile 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 28.7 7.3 N/A 1 . #8 Screw 28.7 2 . #8 Screws 58.2 58.2 26.8 1 -10d Smooth or Screw Shank Nall (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nall (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 1 Screw with Altusa Clip (See c ip details) Altusa "S" Tile' 1 Screw with clip (at the head of tile) 187.1 187.1 N/A Altusa "S" Tile' 1 Screw with clip (at the water course of tile) 35.2 35.2 N/A 1. Screw must be installed In the Inside nall hole located nearest to the h of the tiles Tile Profile Altusa 'S' Tile Battens 4.47 Table 3: Restoring Moments due to Gravity - M (ft-Ibf 3 °:12° or less Direct Deck 5.35 4": 12" Battens 4.40 Direct Deck 5.27 5 °: 12° Battens 4.31 Direct Deck 5.18 6°: 12° Battens 4.20 Direct Deck 5.03 7 °:12° or greater Battens 4.08 Direct Deck 4.89 .. ... • • • • • •• • • • .. • • • • • • • • • • • •. • • • • • • • • •• •• • .• • • • • • • • • • • • • • • • • NOA No.: 07- 0919.05 • • •'• • • • • • • • • . • .. • • ;Etpiratien Date: 12/16/12 • • • • • • • • • • • Approval Date: 12120107 • • ••• • • ... • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• .. • • • • • • •. ••• • • • ••• • • Page 4 of 7 Tile Profile Table 6: Attachment Resistance Expressed as a Moment M (ft-Ibf) for Two Patty Adhesive Set Systems Tile Application Minimum Attachment Resistance Aitussa 'S' Tile , Adhesive 2 See manufactures component approval for installation requirements. 3 Flexiblo'Products Company TlIeBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. 29.3' Table 7: Attachment Resistance Expressed as a Moment - M (ft-Ibf) for Single Patty Adhesive Set Systems Tl1e" ' Tile Application :'Profiit > Altusa 'S' Tile Polyfoam PotyProTM Polyfoam PoIyProTM 4 Large paddy Placement of 63 grams of PoyProTM. 5 Medium paddy placement of 24 grams of PolyProw. Minimum Attachment Resistance 66.5 38.7 Table 8: Attachment Resistance Expressed as a Moment - M for Mortar Set Systems Tile Profile Altusa'S' Tile Tile Application Mortar Set' Attachment Resistance 24.50 5. LABELING 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 ". * * ainSA MADE IN VENEZUELA IDENTIFICATION MARK FOR ALTUSA'S' CLAY ROOF TILE LOCATED UNDERNEATH TILE 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. .. ... • • • • • . • • • • • • • .. ... . . • • .. • • • ... .. • NOA No.: 07- 0919.05 • • • • • • • • • 2lipkalion Date: 12/16/12 • • • • • . :. :Approval Date: 12/20/07 • • ... • • • .. • • • • ..• • • • • • • • • • • • • • • ..• • • • • • • • • • • • • • • .. .• • • to .• .. ..• • • • ..• • • Page 5 of 7 CLIP WITH ONE (1) SCREW ATTACHED TO DECK °SPANISH S" TILE BY ALTU (TYP.) PROFILE DRAWINGS ALTUSA'S' CLAY ROOF TILE CLIP DETAILS 2 -1/2° OVERLAP (COVERS PIN HOLE) • • 666 • • • • • 06 • • • • • • • • • •• ••• •• • • • •• ... • • • • .•• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • SCREW IN THE INSIDE HOB NEAREST TO THE HUMP OF THE TILE CUP DECK • • • • • • • • t . NOA No.: 07-0919.05 • • • • • • • • • • • • • • • • • • • • Cpiration Date: 12/16/12 • • •• • • • • • • • • • • • • jpproval Date: 12/20/07 Page 6 of 7 SCREW CLIP DETAILS (CON'T) END OF THIS ACCEPTANCE • • • • • • • • .• • ••• •• • • ••• • • .'. ••• ••• ••• NOA No.: 07-0919.05 • • • • • • • .. •. • • . •Epiration Date: 12/16/12 . . . . . . . • • • • • • • • •• • • • ,Approval Date: 12/20/07 • ••• • • • •• ••• • • • • • •• • • • • •• • • • • • • ••• • • • • • • • • • • • • • • • • .• •• Page 7 of 7 • MIAM MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 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 ire 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 purposdst 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: GAF Ruberoid® Modified Bitumen RoofSystem for Woad Decks. 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 renews NOA #02-0408.10 and consists of pages 1 through 31. The submitted documentation was reviewed by Frank Zuloaga, RRC. .. •.. • • • • • •. • • • • • • • .. ••• •• • • • • • .•• • • • • • • • • • • • • • • • • • •• • • • • • • •• • • .•• • ••• • • • • • • • • • • • • • •• •• ••• • • MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FIAGIZR STREET, SUITE 1603 FLORIDA 33130 -1563 (305) 375 -2901 FAR (305) 375-2908 • • ••• • • • ••• • • • • • • • • • NOA NO 03-0501.02 • titaphstlan Date: 1 Approval Date:10f23103 Page 1 of 32 • • • • •• • • • • • • • • • • • • • • •• • APPROVED ASSEMBLIES SBS Wood, Insulated 19 or greater plywood or wood plank Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt All General and System i., apply. One or more layers of any of the following insulations. Layer F F astener 3) /ft ACFosnn-tENAGY 2, GAFTEMP® Isotherm R, ENRGY 2 Plus, GAS Isotherm RA, GAF°fEMP I otherm RN, GAFTEMP Composite, GAFTEMP Composite A, G Composite N, ISORoc, BMCA EnergyGuard, BMCA EnergyGuard Composite, EnergyGard ISO, EnergyGuard RA Composite, EnergyGuard RA NAOMIl 1'kthick N/A N/A Membrane Type: Deck Type 11: Deck Description: System Type A (1): Wood Flber,,GAFTEMPO Fiberboard, BCMA high Density Wood Fiber, G High Density Wood .1±`iber, GAF TEMP Recover Board Minimum 1W ick N/A Faroe, Peril dAFTEMP® Permallte IVlinimum Y4" thik N/A Fiberglas Minimum " /IS" thick N/A Note: Ml °�tion shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs/100 ft Please refer to Roofing Application Standard R 117 for insulation attachment. Insulation listed as base layer only shall be used only as baslayers with a second layer of approved top layer insulation installed as the final membrane obstrate. Composite insulation panels may be used as a top layer placed with the polyisocyaaurate side facing down. GAF requires either a ply of GAFGLAS STRATAVENT® Elhninator Perforated laid dry or a layer of GAFF PERMALITE or wood fiber overlay board on a isocyanurate applications. Anchor sh ts Fastening Options: GAFGLAS #80 UltimaTm Base Sheet, STRATAVENT® Eliminator Perforated Nailable Base Sheet, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dTa Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTA 6, GAFGLAS #75 Base Sheet or any of above Anchor 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 limitation #7) GAFGLAS® Ply 4®, GAFGLAS Flex Ply 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill-Tec (GAMIE) #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 ' genre firatidars #7) • • • • • • • . .•• •. • • . . . • . • • • • NOA No: 03-0501.82 • •Expirattun Date: 11d16108 Approval Date:10/23l03 Page 9 of 32 • • N/A N/A N/A GAFGLAS Flex P1ymi 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with DrillTe: (GAME) #12 or #14 Screws aid 3 ° Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" .c,, in the field of the sheet (Maxirnuna Design Pressure -60 psf, See Genera Limitation #7) Any of above Anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec (GAF.CITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. 4 (Maximum Design Pressure -60 psf, See Gener Limitation GAFGLAS #75 Base Sheet or any of above Anc ater,sheets attached to deck wit11 `ti Drill Tec (GAPTITE) #12 or #14 Screws and 3 " 8" o.c. in 4 rows. On row is in the 2" side lap. The other rows are egtiaily spaced approximately 9" d. in the field of the sheet. (Maximum Design Pressure -75 psf, See (General Limitation #7) Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS #80 ULTIMAP Base. Sheet, GAFGLAS® PLY 4®, GAFGLAS Flex 1 y' 4 6, GAFGLAS v. • STRATAVENT Eliminator Perforated (laid dry), RUBEROID Modified Base; Sheet, RUBEROID MOP Smooth, RUBEROM®20, RUBEROID SBS Heat- . We1dim Smooth or RUBEROID SBS Heat-WeklOdirectly over the top layer o insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbsfsq (see General Limitation #4). 7 . Ply Sheet: (Optional) One or more plies GAFGLAS PLY44®, GAFGLAS Flex Ply 6 shed,, GAFGLAS #80, RUBEROID MOP Smooth, RUBEROID® 20 adhered in a fltll , mopping of approved asphalt applied within th' range and at a rate of 20 lbs.sq. Membrane: One or more plies of RUBEROID® 20, RUBOIm 30, RUBEROID 30 FR � RUBEROID MOP Smooth, Ruberoid® Mop 170 . Ruberoid® Mop Granule, RUBEROID MOP PLUS, RUBEROID MOP PR, RUBEROID ULTRACLAf ®; or RUBEROID Dual FR fully adhered in an alproved asphalt at an application?'": rate of 25 lb./sq. ± 15%. surfacing: (Optional, required if RUBEROID MOP SinoOth or RUBEROID 20 membrane) Install one of the following. 1. Gravel or slag applied at 400 lb./sq. and 300 lb. /sq. respectively in a flood Boat of approved asphalt at 60 lb./sq. 2. GAFGLAS Minerai , faced Cap Sheet in an approved asphalt at an application rate of 25 1. ± 15%. 3. GAF Weathercote® 1: 7" Iris 715 MB Coating), Applied at 1 to 1.5 l✓sq. 4. Top Coat® Surface Seal Slip,.' °T. 602 SB Coating), Applied at 1 to 1.5 gal./sq. Maximum Design Pressure: See Fastening above. • • • • • .. . . . . • • • • " • • •. ••• •. • •. • • NOA No: 03-8501.02 . dq,;ratlon Date: 11 Approval Date:10/23M93+ Page 10 of3 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. Minimum Va' Dens Deck or 1 Type X gypsum board is' acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer At a current Approved Roofing Materials Dircetory for fire ratings of this product. '' 2. Insulation may be installed in multiple layers. The faster 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 asph it, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and oue down the center of the sheet allowing a continuous area of. ventilation. Encircling of the striiisL 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 lbssq. Note: Spot attachec4systems shall be limited to a maximum design pressure of -45 psi. 5. Fastener spacing for insulation attachment is based on a IVfinimmn Characteristic Force (F' value of 275 lbf., as tested in compliance with Testing Applicatiin Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment4hall;not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/lise' sheet or membrane attachment is based on a minimum fastener resistance value in conjunction,withlhe maximum design value listed within a specific system. Should the fastener resistance be les;§ 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 mitOi submitted. Said revised fastener spacing shall nritim 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 comply with the eiihnii6d uplift pressure requirements of these areas. Fastener densities shall be increased for botIvinsulation and base sheet as calculated in compliance with Roofing Application Standard RAS c.i17. (When this limitation is specifically referred within this NOA, General Limitation 419 will not be applicable.) on dead 8. All attachment and sizing of perimeter nailers, 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 (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (Le. perimeters, extended corners 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 .. ... • • . • • .. • NOA No: 03-0501.02 • • picador Date 11/ Approval Dat10/23R6 Page 32 of 32 3. I . t ONLINE CERTIFICATIONS DIRECTORY Eagefiattalm &IR.CigralliffnmAWithrkTIALWIIN GAF MATERIALS CORP 1361 ALPS RD WAYNE, N3 07470 USA TGFU.R1306 Roofing Systems Roofing Systems ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT R1306 Class A, B and C Hot roofing asphak, for use with organic and glass fists or modified bitumen membranes "Ruberold Heat Weld SBS roofing membrane may be used WI lieu of "Ruberold Mop" SBS produds in any applicable aasslicaten. Class A 7. Deck: C-15/32 Incline: 2 Insulation: — One or more layers perfte, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate composite, perlite/uretharte cornposte, phenolic, 1.0 M. min (offset a minimum of 6-in. from plywood deck joints). Base Sbeet: — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid Torch Smooth" or "Ruberoid Torch Granule° or °Ruberoil Torch Granule Plus° or °Ruberoid Mop Smooth or "Ruben:id Mop Granule° or "RuEreroid Mop Plus Granule" or "RoofMatch 5138 Modred Granular° or °Tri-Ply SBS Modred Bitumen Membrane" or ItoofMatch APP Modred Granular" or 1n-Ply TP-4G or °Tri-Ply TP-4". Cap Sbeet — Type G3 "GAFGLAS Mineral Surfaced Cap Sheer or "Trl-Ply Mineral Surfaced Cap Sheet° hot mopped. 13. Deck C-15/32 In:1km 1 Insulation: — One or more layers perlite or glass fiber or polyisocyanurate or urethane or perike/polylsocyanurate composite or petite/urethane composite or phenolic, 1-in. minimum (insulation joirdis offset a minknum of 6-M. from plywood rileckjoints). Base Sheet: — One or more plies Type G1 °GAFGLAS Ply 4° Or 111-Ply Ply 4° or "GAFGIAS Ply 6° or Type (32 *GAFGLAS #75 Base Sheer or "Tti-Ply #75 Base Sheet' or Type G3 "GAFGIAS Mineral Surfaced Cap Sheet° or "Tri-Ply Mineral Surfaced Cap Sheet Membrane:. — One or mom piles °Rubemid Torch Smooth° or "Ruberold Torch Granule or "Ruberold Torch Granule mus. or "Ruberold Mop Smooth" or °Rubernici Mop Granule" or "Ruberokl Mop Plus Granule or "RoofMatch SBS Modliled Granular ° or 111-Ply SBS Modified Bitumen Membrane or 'Rol:Match APP Modified Granular" or 'Tri-Ply TP-40', or "Tri-Ply TP-4". Cap Sheet: — ° EnergyCap Mineral Surfaced Cap Sheet'. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • 100 • • • • • • • • • • • • • M IA M I�DAD BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 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 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 Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester and MU Underlayments 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 revises NOA No. 06- 0505.01 and consists of *84 3 tDr i • The submitted documentation was reviewed by Jorre L. 'acec • • . ®w • • • • • • • • • • • •' N. • • • • • •• • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • • •• ••• • • • ••• • •• • • • • NOA No.: 07- 1025.10 :' • • II�piration Date: 09/13/11 • • • • • Approval Date: 04/10/08 Page 1 of 6 ROOFING COMPONENT APPROVAL Category: Roofing Sub - Category: Underlayment Material: SBS , APP Self - Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Dimensions ,Specification Polystick P Roll: underlayment 75' x 3' 40 mils thick Polystick Basik Roll: underlayment 65'8" x 3'3'/ 60 mils thick Polystick IR/IRX Roll: underlayment 65'8" x 3'3- 80 mils thick Polystick TU underlayment Polystick TU Plus underlayment (Facer of Membrane Labeled in Orange or Black Ink) Polystick TU Polyester Polystick MU underlayment ... '.. ?.ROPED I Roll: 32' 10" x 3'3 100 mils thick Roll: 65'8" x 3'3 80 mils thick Roll: 32' 10" x 3'3 -3/8" 130 mils thick Roll: 65'8" x 3'3- 80 mils thick ASTM D 1970 A polyethylene top surface, self- adhering, SBS polymer modified bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. ASTM D 1970 A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use an underlayment for metal roofing. TAS 103 and A fine granular /sand top surface self - adhering, ASTM D 1970 APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. TAS 103 and A heavy granuled surface self adhering, APP ASTM D 1970 polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. TAS 103 and A non - wicking fabric surfaced, self- adhering, ASTM D 1970 APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. TAS 103 A rubberized asphalt waterproofing membrane, glass - fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. A non - wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile .•• •• e tl art h o nt . : . •• TAS 103 and ASTM D 1970 • • • •••••• • • • • • •• ••• •• • • • •• • • • ' • • • • :' • • • • • NOA No.: 07- 102510 • •' • • • • • • • • •' • :114hation Date: 09/13/11 ••• ••' ••• •• •.• • 1 pproval Date: 04/10/08 W/08 • •. • • • • • • • • • •• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • Product Description Page 2 of 6 EVIDENCE SUBMITTED: Test Agencv Exterior Research & Design, LLC Trinity I mw PRI Asphalt Technologies Momentum Technologies, Inc. INSTALLATION PROCEDURES: Deck Type 1: Test Identifier Test Name/Report #11756.04.01 -1 TAS 103 #11756.08.01 -1 ASTM D 1970 12.08.05 TAS 103 #P5110.08.07 TAS 103 PRI01111 ASTM D 4977 PUSA-005-02 -01 ASTM D 4977 PUSA -018 -02 -01 ASTM D 2523 PUSA-035-02 -01 TAS 103 PUSA -033 -02 -01 ASTM D 1970 7X20H7A ASTM D 4798 ASTM G 155 Date 04/27/01 08/14/01 08/29/05 08/29/07 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 04/01/08 Wood, non - insulated, new construction Base Sheet One or more plies of ASTM D 226 Type II or ASTM D 2626 or Polyprotector UDL or Polyprotector UDL AS. Fastening: Nails and tin caps 12" grid, 6" o.c. at laps. (for base sheet only) Membrane: Polystick membranes self- adhered. Surfacing; None 1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3 -1/2°" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed ar"aund •t+hr propl ion to Inom a tight fit. A second layer of Polystick shall be applied over the spderlumgnj • • • • . • ••.•••• • .. • ... .. • • • .. • • • • • • • • • • •' • •• •' • NOA No.: 07- 102510 • •' • • • • • • • • :' • : I> on Date: 09113/11 • • • • • • • • • • • • • • • •'Approval Date: 04/1 Page 3 of 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • The Profile Polystick IR/IRX Polystick MU Polystick TU, TU Plus TU Polyester Flat Tile. 5:12 No limitation No limitation Profiled Tile Prohibited 5:12 No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code ,requirements. 9. are should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass Tile loading detail for loading procedure. GENERAL LIMITATIONS: Fire classification is not part of this acceptance. Polystick P, Basile and IR/IRX may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, and quarry slate roof assemblies. Polystick P and Basik shall not be used as roof tile underlayment. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. S. Polystick membranes shall not be adhered directly over a pre- existing roof membrane as a recover system. • Polystick P, Basik, IR/IRX, TU, TU Polyester and MU Underlayments shall not be left exposed as a temporary roof for longer than 30 days after application Polystick TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. • 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. . In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof the manufacturer's Notice. Polystick TU, TU Plus and MU may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR/IRX is limited to mechanically fastened roof tile applications. Polystick TU Polyester may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. The maximum roof slope for use as roof tile underlayment for (direct- to-deck) tile assemblies shall be as described below: 1. 0 0 H r 6 Roofing Tiles (6 Max. Per Stack) 12 •• ••3 • • • • •• • •^ • • • ^ • • • • • • • • ••• •• • • • •• • • • • • • ••• ••• NOANo.:07- 102510 • • • • • • • • • • • • :6. • F.&pkation Date: 09/13/11 ••• ••• ••• •• ••• • 'Approval Date: 04110/08 Page 4 of 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • • • •• ••• • • • ••• • • GENERAL LIMITATTIONS: (CONTINUED) 10. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester & MU may be used with any approved roof covering Notice of Acceptance listing Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester. & MU as a component part of an assembly in the Notice of Acceptance. If Polystick P, Basik, Du*, TU, TU Plus, TU Polyester & MU is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. I APPROVED ,, LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement "Miami Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus and Polystick MU should be back-nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus and Polystick MU should be back nailed in designated area marked "nail area, area pars clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back - nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet /Dry Elastomeric Flashing Cement, or Mule -ITide 421 Mod Bit Flashing Adhesive Trowel Graileamastc,:applirl the application of the lap. The use of mastic between the laps does got aggly torglyitigl1 vatic. 5. A maximum of 6 tiles per stack are allowed•itheif i'tfadittg tile onthe utiderlayments. Refer to the Polyglass Tile Loading Guidelines. • • • • • • • • • NOA No.: 07- 1025.10 • • • • - • • • • 1 n Date: 09 • • • • • • • M • S e e • • Approval Date: 04/10/08 Page 5 of 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 6. Battens and/or Counter - battens, as required by the tile manufacturers NOA' s, must be used on all projects for pitch/slopes of T' /12" or greater. It is suggested that on pitch/slopes in excess of 6 1 4"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty-Eight (48) Hours. . d ti 4 : Via. 8. Polystick TU Plus, Polystick MU may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Ilde 251 Premium Wet /Dry Elastonreric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self - adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is .recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1(800) 894 -4563. 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self - adhered underlayments. Warranty must be requested and registered by Polyglass to be in force. 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1(800) 894 -4563. 15. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE •• ••• • • • • • •• • • •• • ••••••.•• • • ••••••• • •• • ••• •• • • • •• • • • • • • • • • • • ' NOA No.: 07- 1025.10 • • • • • • • • • • ••• • • • ••• • • ••• • Winrafion Date: 09/13/11 ••• ••• ••• • • • ••• •• *Approval Date: 04/10/08 • Page 6 of 6 ••• • • • • 011 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• 11 • • • •• •• ••• • • • ••• • • ti, VWIWI S omunconon rofn "Delivering Excellence Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, 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 explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofmg, the existing wood roof deck may have to be renailed in 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). 1 ,4 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring uni 's (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofmg contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be vie ' ed from below. The owner may wish to maintain the architectural appearance, therefore, roofmg nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option 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 structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofmg system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not ova` loaded 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 the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior oft tie 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. •• ••• • • • • • •• • •••••••• -••••• file: / / /q/Documents %20and %20Settings/ sky / Desktop /SECTION_1524[1].ht9 /2/200 :5:26:1 A • • • • ••• • • • • • • • • • • • • • • • • • • ••• ••• • • • • ••• ••• ••• • • • ••• • • Owner's/Agent's Signature: ait ••• •• Contractor's Signature ? ,, ,. r Permit Number: Property Address: 1 ge 9 i 4i a: - t � '�� • t _ _ • • g• • •_ r• • • '• • • • ••• • • • 14,