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RF-09-590'S\NNAVA �h��► Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B Y: Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 12- - O Master Permit No. BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address 7 S 0 ti City 74/''Q/14f 34oze State Tenant/Lessee Name Job Address (where the work is being done) 7 S 0 N e: 9' 6 �3T City Miami Shores Village County Miami -Dade FOLIO / PARCEL # / / 5 Z 060 / / '2.1,9 Is Building Historically Designated YES NO Contractor's Company Name 1 " re.-L1 Sl0 /O /K (30s) 82 6 2 -� ! / �S Phone Contractor's ddress V& Ca ' 7 City f °�7 G2�'�Ca 4.. State PI Zip 330g Qualifier Name ASK/ 5 / u Phone # V 322 " 9 State Certificate or Registration No. / i3 500 Z r?' � Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Pe it,$ 000 - Square / Linear Footage Of Work: 3 3 0 0 Type of Work: ❑ Describe Work: Spy No 0 Structural Review. $ Permit Fee $ Roofing ‘a 96 5T• ❑New Training/Education Fee $ Phone # Zip 33 /38 Phone # Scanning ';$ Radon $ DPBR $ MAY 262009 C 2_001 MIAMI SHORES VILLAGE Zip 33/38 It MAY U 6 2009 J See Reverse side a a Repair/Replace ❑ Demolition ** * * * * * * * * * * * **** * * * * * * * * * * * * * *** F * * * * * * * * * * * ***** * * * * * * * * * * * * * ** COtc r CCF $ Technology Fee $ Zoning $ Bond $ Code Enforcement $ Double Fee $ ^' //qq�(� 1 Fee Now Due $ 41 'VV 4 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 Owner or Agent The forego instrument was acknowledged before me this 5 day of t , 209 , by 7'3A.i EL Plo co p..1 uo6z. , who is personally known to me or who has produced As identification and who did take an oath. CARLOS A. URBINA a , b ic State of Florida 1 Commission # DD 693640 (landed Through National Notary Assn. • NOTARY PUBLI Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: 144 ", (Revised 07 /10/07) Contractor The foregoing instrument was acknowledged before me this S day of t> y , 20Oci, by k le is "mewl- 444 who is personally known to me or who has produced as identification and who did take an oath. Signature NOTARY PUBLIC• Sign: Print: %7 �. I ra ��0 . - 1 � auup' CARLOSA. "� - t MY Pil'. UR6tNA sy�r�r•+o * o .: Public - State of Florida „4,. I, ; ''`� �r- - mis iii •' =. Ju131,2011 P• • Commission # DD 693640 ' Bonded Through National Notary Assn. {ri My Commission Expires. * *r* ** ******* * *** * PIans Examiner Engineer Zoning 'Return to: Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 IBiII To GABRIEL RODRIGUEZ 750 NE 96 Street MIAMI SHORES, FL 33138 -2520 Date 05/12/2009 05/12/2009 Tuesday, May 26, 2009 Fee Name Revision Fee Scanning Fee Invoice Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: RF -5-09 -34794 Invoice Date: May 12, 2009 Permit Number: RF-4 -09-590 Bond Number: 'Comments: Fee Type Calculated Calculated Total Fees Due: Fee Amount $35.00 $6.00 $41.00 Payments Date Pay Type Check Number Amount Paid Change 05/26/2009 Check 22001 $41.00 $0.00 Total Paid: $41.00 Total Due: $0.00 05/07/2009 12:09 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES eon TRANSMISSION OK * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TX /RX NO 3409 RECIPIENT ADDRESS 93058224929 DESTINATION ID ST. TIME 05/07 12:09 TIME USE 00'18 PAGES SENT 1 RESULT OK Department: BUILDING Check Details: PRECIOUS ROOFING, CORP Check Amount: 308,52 Fee Charged: 40.00 Total Due: $ 348.52 Other Detail: PERMIT RF09- 590 RETURN CHECK NOTICE MIAMI SHORES VILLAGE Finance Department 10050 N.E. 2nd Avenue Miami Shores, Florida, 33138 Tel: [3051795 -2207 Fax: [3051756 -8972 Date: 5/7/2009 tF1A1°I SHURE,J VU LAHLL 10050 NE 2ND AVE HMI SHORES, FL 33 (3005) 79S -22139 Sale M I1: 5~2929000429013 T1D: 2371128 05/07 Batch H: 13 E XXXXXXXXXXX2147l 40. Code: 1171$? Iivg; El 0002 Iota': $ 348.52 APPROVED 111182 Customer Loov THANK YOU! 12:03:2? Project Address 750 96 Street Miami Shores, FL 33138- Owner Information GABRIEL RODRIGUEZ Contractor(s) PRECISION ROOFING CORP Type of Work: Re Roof Additional Info: COLOR THRU Classification: Residential Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Total: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Amount $12.60 $4.20 $325.00 $9.00 $50.00 ($50.00) $8.12 $358.92 Building Department Cep", . April 27, 2009 Address 750 96 Street MIAMI SNORES FL 33138 -2520 Phone 305 - 556 -0264 Permit Ty Ft l CPesdrfcation: Title! 1t; Status APPROVE Expiration: 1012412009 Parcel Number 1132060142090 f iock: Lot: Authorized Signature: Owner / ApplicE it / ^'cr Agent ,._.Phone.. -. — Invcoce # RF -4 -09 -34513 RF -4 -09 -34513 Check #: 21944 CeII Phone Valuation: Total Sq Feet: Total Amt Paid Amt Due $ 358.92 $ 50.00 $ 308,92 $ 358.92 $ 358.92 $ 0.00 • Applicant GABRIEL RODRIGUEZ Ap, it 27, 2009 Sate Ceh_ ev Smoa3,..znca.,e ?` '`;d'wm: 4MA egai iis:'y ateaa' ika<.MAM �w.:._4 Ma 7d �sr.',l. 4 ".« ai' $ 21,000.00 3300 rl Available Inspections: lit Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Roof in Progress Renailing Affidavit Cap Sheet fi :'84.4:21i . In consideration of the issuance to me of this perm +t, I agre !:o perform the work covered hereunder in compli ince with all ordinances and regulations pertaining thereto and in strict conformity with the plar,3 drawing., statements or specifications submitted to the prof ar authorities of Miami Shores Village. In accepting this permit I assume responsibility for all vrork done ray either myself, my agent, servants, or employes 1 understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL wor OWNERS AFFIDAVIT: I certify that all the foregoing infoi:mation is accurate and that all work will be done in com,)liance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above- nair,ed contractor to do the work stated. 1 44M Ktmt 1 (,)-7-0/ BUILDING PERMIT APPLICATION FBC 2004 FOLIO / PARCEL # U - 32 OCo - O I' - 2O °► 0 Value of Work For this Permit $ 40 0.c:- Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Job Address (where the work is being done) 7 SO N E C ? €yT Is Building Historically Designated YES NO 1/ Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. kr09 Master Permit No. Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) 1 679k1""e/ , 4' t e„--. Phone # Owner's Address '7 re /C°" �� Fe,l �Qkeal J CityJ'PSo-tr SGo,Ces State P Zip 33 /38 Tenant/Lessee Name Phone # City Miami Shores Vill. a County Miami -Dade Zip '"5 e 3 8 Contractor's Company Name e(2. 6aisioof (`Zoov N GD(P- Phone # SOS- $Z2 " 9 a (� Q Contractor's Address 2. (44 (o (A,9 , '7 '1 pL. City V, ( N4 Er N State r Zip 3'bO t Qualifier Name At,6X1 , f t +'l'r i µ E. Phone # ci b State Certificate or Registration No. M gS 00 2 cig Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: - 5Sc:' gC ! . J g� IIg APR 0 9 2009 JJ Type of Work: ❑Addition ['Alteration ❑New L`J Repai epl ❑ Demolition Describe Work: e.6 - O ff ' W N- I..1T c-4.)4 f t t O N t LES 4 Igloo } - Notary $ --- Training/Education Fee $ 1 4-n Technology e$ Wing $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -4 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 The fo _oing 11 strument was acknowl g day of I 20 by GA aCl' I who is persontiZ &known to m who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 07/10/07) Contractor The foreg ingin ent was acknowle day of 200q, by who • s-pet sonally known t e or who has produced ''' ;„ ''yo, CARLOS A. URBINA a1,1 Notary Public • State Of PION@ My Commission Explreli JMI 31,2011 l Nel g1F10 v ,, any i. . � �'; ;fie � ° : Notary Public - State of Florida n,. l aA, 4 My Commission Expires Jul 31, 2011 1 V, Commission # DD 693640 �h' 1 % q Vii/ Bonded Through National Notffiy Assn. (1.1_O s A. v taN as id NOTARY PUB Sign: Print: My Commission Expires: —1 —' , I _ 11 ged before ,� me � Plans Examiner Engineer Zoning CFN 20098030135 NOTICE OF COMMENCEMENT DR Bk 26841 Ps 4485; tips) A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 04/27/2009 09 :28:28 HARVEY RUVIN► CLERK OF COURT MIAtiI -DADE COUNTY' FLORIDA PERMIT NO. TAX FOLIO NO. 1 1 3206 o1y ZO ID LAST PAGE STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street / address: 1 GO N E. ' Co 4r Y-ki CV(Y A Mz e5 L '3'5 .ec.. 3 Pt� IO -31 Lc9T Co . E% L OT IRK 68 Lc r 5t2G - 7 5 .oOo % t 42% ntL t 316 S z2. f,7 2. Descriptlan of im., ' ement: • of . tt - fcS g " T• Roo? 3. er(s) name and address: L-16. ea-% L Row.%C,t ,2 150 N 6 a6 s T av "ALwves 5 -F' l %V Interest in property: t7 c.9 UlDA_ Name and address of fee simple titleholder. 4. C name_ and addre K.uslo✓1 9Fµ 1067. t0 . t.� - i ' (- �%�aIN MCA '� 'c . S %slip 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 date is specified) Si, • j ,; r er Print Owner's Name r,, rr 40 2 r r �� r (.41. Prepared by `i c f Swam to and subscribed befo Notary Public: Print Notary's Name: My commission expires: A ' i V i r e "? Notety Pub1iO. 8tete of FI ` , � •. -. i %�� <'� �...j�i My Conmlulan E Jul 31,2011 4 yJ tn m i a _ n s DD 893840 WIT HA By 20 4 ( X1 11111111111111111111111111111111111111111 1111 STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that IN r a orig/n; e d in fis office on �r capy of hand and Official Sea D20 1 IN, CLERK, of Ci uit end C Corms \ Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,628 Lot Size' 10,725 SQ FT Year Built: 1941 Legal Description: 5 -6 53 42 MIAMI SHORES SEC 3 PB 10- 37 LOT 6 & E1/2 LOT 7 BLK 68 LOT SIZE 75.000 X 143 OR 13765 -722 0788 1 Year: 2008 2007 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/ $116,957 $25,000/ $137,095 County: $50,000/ $116,957 $25,000/ $137,095 City: $50,000/ $116,957 $25,000/ $137,095 School Board: $25,000/ $141,957 $25,000/ $137,095 Folio No.: 11 -3206- 014 -2090 Property: 750 NE 96 ST Mailing Address: GABRIEL RODRIGUEZ &W MERCEDES 750 NE 96 ST MIAMI SHORES FL 33138 -2520 Year: 2008 2007 Land Value: $307,949 $324,198 Building Value: $309,110 $309,110 Market Value: $617,059 $633,308 Assessed Value: $166,957 $162,095 Year: 2008 2007 Homestead: $25,000 $25,000 2nd Homestead: YES NO Sale O /R: 13765 -0722 Sale Date: 7/1988 Sale Amount: $72,000 Property Information Map m:arni ade .o Property Information Map Digital Orthophotography - 2007 This map was created on 4/8/2009 10:43:12 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Close My Home Miami -Dade County, Florida 0 14ft M•DADE Summary Details: Property Information: Sale Information: Assessment Information: Exemption Information: Taxable Value Information: Page 1 of 1 http: / /gisims2 .miamidade.gov /myhome /printmap. asp? mapurl= http: / /gisims2.miamidade. gov... 4/8/2009 April 22, 2009 Village of Miami Shores Building and Zoning Department 10050 NE 2 Avenue Miami Shores, Florida Attn: Building Official Re: Residence 750 NE 96 Street Miami Shores, Florida 33138 Dear Sir; We inspected the existing installation of the roof trusses at the above referenced project. We visually inspected that the trusses are attached to the tie beam with hurricane straps at each truss location. Please call if we can provide any additional information. Very truly yo A ward A. Landers, RE. President Edward A. LANDERS, P.E. CONSULTING ENGINEERS gecrmed oal 7850 NW .146 STREET; SUITE 509 s MIAMI LAKES. FL 33016 • (305)823-3938 • FAX (305)823-9355 Permit No: 09-5/0 Job Name: y, /i , 2009 / /o /y �.0.s. ,d efes Norman Bruhn CBO 305 - 795 -2204 Building Critique Sheet Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 77c. AS.- Vatigto,,r el toe gr."&e:',1 69 OM Sin ea elt AQtJ fag C / AO 41 w, f' 11 Oaf it ?j ..- h,/ a �,t �oti� ,4a#4 L �° TA.` lei /�rcfT` S'�.e.✓ # e.4.,/ ..“. {ac ,ro ov,644. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Florida Building Code Edition High Velocity Hurricane Zone Uniform Permit Application Form Master Permit No. Contractor's Name Job Address Section A (General Information) Process No. PRECISION ROOFING CORP. L 750 NE 96 ST MIAMI SHORES, FL 33138 ROOF ❑ Mechanically Fastened Tile ■ Mortar /Adh • Metal Panel /Shingles ❑ Wood Shin ❑ Prescriptive BUR -RAS 150 C ❑ YES ROOF TYPE • Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION a 1 in Florida Building Code Edition High Velocity Hurricane Zone Uniform Permit Application Form Master Permit No. Contractor's Name Job Address Section A (General Information) Process No. PRECISION ROOFING CORP. L 750 NE 96 ST MIAMI SHORES, FL 33138 ROOF ❑ Mechanically Fastened Tile ■ Mortar /Adh • Metal Panel /Shingles ❑ Wood Shin ❑ Prescriptive BUR -RAS 150 C ❑ YES ROOF TYPE • Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION a 1 Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) — Tiles Roof System Manufacturer: MONIER - LIFETILES Notice of Acceptance number: 07- 0710.05 Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P1: 2.05 P2: 8.75 P3: 16.27 Maximum Design Pressure (From NOA Specific System): 40.4 (MEDIUM PADDY) Method of tile attachment: POYFOAM ADHESIVE LARGE PADDY MEDIUM PADDY X PADDY TWO Steep Sloped Roof System Description Deck Type: CDX PLYWOOD 5/8" Optional Insulation: N/A Optional Nailable Substrate: N/A Optional Nailable Substrate Attachment: Roof N/A Slope: 4 I "/12 Underlayment /Base Sheet Type: ASTM D- 226 #30 FELT Type Spadng: Roof Mean Height) 17 Fastener and ft. 1 1 /4 r/s nails and 1 518 Tin Cans (Maximum roof mean height 33' ft.) Ridge Ventilation: Adhesive Type: Self Adhered Tile Underlayment n/a \ Cap Sheet Type: .• GAF Under R do$2:TI_ �e;c@rlayment .. •. Roof Tiles Covering: Mc2n4t - l. ifntjta Sbarnni_i $Mi flat Drip !i1eiT,pe &5iie; • '• • • 3 x 3 eave drip Conner 16 Oz. 64" o.c. staaa. • • • •• • • • • • •• • • ••• • • Where to Obtain Information Mr required Moment Resistance" 15' 20' 25' Description Symbol Where To Find 2:12 34.4 36.5 38.2 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 Job Site 37.4 39.8 4:12 30.4 Roof Slope 9 Job Site 37.3 5:12 28.4 30.1 Aerodynamic Multiplier 7. Product Approval 6:12 26.4 28.0 29.4 Restoring Moment due to Gravity Mg Product Approval 24.4 25.9 27.1 28.2 Attachment Resistance Mr Product Approval • •• Required Moment Resistance Mg •• ••■ • . Calculated • • • • • • • • • • • • • • • Minimum Attachment Resistance F' • • Product Approval • • • ••• • Required Uplift Resistance Fr Calculated • • • Average Tile Weight W •• • • • •. • Product Approval • • • • • • : • • • • • • • • • • • • • • • • • • • • • • • Tile Dimensions L- Length w. width • • • • • • Product Approval • • • • • • • • • • • All calculations must be submitted to the building official at the time of permit application. -- • • Mean Roof Height Mr required Moment Resistance" 15' 20' 25' 30' 40' --► Roof Slope ♦ 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 38.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 • Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for values for M,with the values from M If the M are greater than or equal to the M,values, for each area of the roof, then tile attachment method is acceptable. Method 1 °Moment Based Tile Calculations Per RAS 127° P1: i -vs':rl x � I _ zoel = P2: I -lg,6I 0, I .z,, 01 = P3: x .tool = ci 1,5• - Mg - Mg - Mg 6 -q7 ILLEI = Mr1: = Mr1: = Mr1: 1 I $ -7r l Nm•4I lyo.4I Wo•��I NOA Mf NOA Mf NOA Mf Method 2 °Simplified Tile Calculations Per Table Below' Required Moment of Resistance (Mr) From Table Below Product Approval Mf *Must be used with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If values are greater than or equal to the Fr values for each area of the roof, then the the attachment method is acceptable. Method 3 °Moment Based Tile Calculations Per RAS 127° (P x L = x w = ) - W: x cars B_ = F _ Product Approval F' (P2 x L = x w: = ) - W: x cos B = F Product Approval F' (P x L = x w. = ) - W: x cos B = F _ Product Approval F' ••• • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • • • • ••• • • • • •• • MIAMZE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF -ELK 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 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: UnderRoofrM 2 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 bi+•theanariuiicp,B$r 6s its distributors and shall be available for inspection at the job site at the %eque ogt Byildiig:Of icial. This NOA revises NOA No. 06- 0403.06 and consists of pages 1 through 3. The submitted documentation was reviewed by Jorge L. Acebq .. 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 www.huildinacodeonline.com .,• • • • • • ... • • • • .• MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING • • • • • .••• • •• 115A Nq;47x22 0.01 ' Expiration Date: 09/21/11 Approval Date: 09/20/07 • • • ••• • Pagre1of3 • • • • • • .•• • • • • • • • •••• • • • • •. •. • • • ..• • • ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Underlayment Material: Rubberized Asphalt PRODUCTS DESCRIPTION: Product Dimensions UnderRoofrM 2 39 %" x 66.7' rolls EVIDENCE SUBMITTED: Test Agency Intertek Testing Services NA Ltd. 3077464 -01 3077464 -02 3090131 PRI Construction Materials RGM -023 -02 -01 Technologies Test Specification TAS 103 ASTM D 1970 Test Identifier Produ Descriptio n Self- adhering reinforced membrane of rubberized asphalt with a polyester surfacing for use as an underlayment in sloped tile and asphalt shingle roof assemblies. Roof slopes of 2/12 -12/12 are acceptable as indicated by local codes and manufacturer's installation instructions. Test Name/Report ASTM D 1970 TAS 103 Wind Uplift & Self Sealability ASTM D 4798 & TAS 103 Date 08/23/06 08/23/06 08/23/06 05/16/07 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. UnderRoofrM 2 shall be installed in strict compliance with applicable Building Code. 3. UnderRoofrM 2 may be used in roof tile and asphalt shingle assemblies. 4. UnderRoofi'M 2 shall be applied to a smooth, clean and dry surface with deck free of irregularities. 5. UnderRoofrM 2 shall not be applied over an existing roof membrane as a recover system but may be applied to underlayment base sheets as listed in this approval. 6. UnderRoof M 2 shall not be left exposed as a temporary roof for longer than 180 days after application. 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. UnderRoofrM 2 may be used with any approved roof covering Notice of Acceptance listing UnderRoofrM 2 as a component part of an assembly in the Notice of Acceptance. If UnderRoofr' 2 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? n4 fibre j 0 tidg !esalts. 9. All membranes shall bear the imprint or identifiable marking df jhe naiinufaetiaees papie dr.logo, or following statement: "Miami -Dade County Product Control Appro eddg or The Mi•mi'Dlidd logo. 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 Cple.. • • • •••• • •• •• •••• • • • • • • • • • • •IYOA Na.A7Al20.01 • • • E xpiration Date: 09/21/11 Approval Date: 09/20/07 ••• • • • ••• P a. ••• • • • •• •• • • • •• •• • • ••• • • • APPROVED ASSEMBLIES: Deck Type 1: Deck Description: System E(1): Base Sheet: Wood, Non - insulated 19 / 32 " or greater plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered. One or more plies of ASTM D 226 Type II or ASTM D 2626 compliant, DeckArmormi or other GAF-Elk approved underlayments with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: • Begin at lowest point on roof deck. Peel back the release film and align the membrane on the lower edge of roof; pull the release film to peel back and apply membrane. • Roll lower edges and seams with a hand roller. Use flat broom, squeegee or weighted roller to help lay flat and ensure full adhesion of UnderRoofrM 2 to the anchor sheet. • Where back nailing is required for steep slope applications, back nail and cover nails by overlapping with the next sheet. Use acceptable fasteners such as approved nails and tin caps. Plastic caps are not acceptable. Contact GAF -ELK technical services for other approved fasteners. • Valley and Ridge applications: Begin at lowest point on valley or ridge, peel back the release film, center the sheet over the valley or ridge and press firmly into place. • End Laps must be a minimum 6" and Side Laps must be a minimum 4" in and properly aligned with the existing selvedge edge. • Install when temperatures are 45 degrees and rising, over clean, dry and smooth substrate. • Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current product control Notice of Acceptance and applicable building code. • Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to the lap areas. • UnderRoofrM 2 shall not be exposed for longer than 180 days after application. GAF Materials Corporation reserves the right to revise or alter the exposure time, not to exceed the preceding maxim' um exposure time. • Wherever the adhesive back comes in contact with polyester surfacing such as end laps, penetrations and flashing material must be set in a 1/8 inch toweling of LeakBusterTM Matrix® 201 Premium SBS Flashing Cement made in accordance with ASTM D4586 - Type 1 or equal flashing cement • UnderRoofrM 2 is acceptable in foam applied and mechanically attached tile systems • Consult manufacturer's installation instructions for complete installation requirements. Surfacing: Roof Tile and Asphalt Shingle Assemblies. END OF TffiS ACCEPTANCE ..••••• • •• • • • • • •• • • •• • • • • • • •••. • • •• •• •• .••. • • • • A N4;07 -b 20.01 • • • kapiration Date: 09/21/11 Approval Date: 09/20/07 ••• • • • • ••• • Page3 • • • • • • • • • • ••• • • • • • • • • • • •.•.• • •• •• ••• ••• • • • • •. •• Master Permit No. Contractor's Name: Job Address ❑ New Roof Low Slope Roof Area (SF) 300 Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Section A (General Information) PRECISION ROOFING CORP. Process No. 750 NE 96 ST MIAMI SHORES, FL 33138 • Low Slope ❑ Mechanically Fastened Tile ❑ Asphaltic ❑ Metal Panel /Shingles Shingles ❑ Prescriptive BUR -RAS 150 ROOF CATEGORY ROOF TYPE • Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORM Steep Sloped Sectio 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 uw 0 w III 0 z a ■ ■ 'c \� J L 4- N 0 F ~ a_ -- 0 w a_ 0 w U O • Mortar /AdherT l z N z 0 o on ❑ Wood Shinghake o m �_ Forjm 0 I �@ m Gas Vent El YES NO Total (SF) 3300 cn z 0 H L11 CE 0 z w J z 0 0 0 0 z Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Fill in Specific Roof Assembly Components and identity Manufacturer (If a component is not used, identify as "NA") System Manufacturer: GAF MATERIALS CORP. Perimeter: 6 "oc @ Lap, #Rows NOA No.: 07- 1219.09 Design Wind Pressures, From RAS 128 or Calculations: Pmaxl: 49.2 Pmax2 82.6 Pmax3: 124.3 Max. Design Pressure, from the specific NOA System: -52.5 PSF Deck: Type: PLYWOOD CDX Gauge/Thickness: 5/8 = 19/32" Slope: 1 /2:12 Anchor /Base Sheet & No. of PIy (s): N/A Anchor /Base Sheet Fastener /Bonding Material: N/A Insulation Base Layer: N/A Base Insulation Size and Thickness: N/A Base Insulation Fastener /Bonding Material: N/A Top Insulation Layer: N/A Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Material: N/A Base Sheet(s) & No. of Ply(s): Base Sheet Fastener /Bonding Material: N/A PIy Sheet(s) & No. of Ply(s): (1) BASE SHEET #75 Ply Sheet Fastener /Bonding Material: 1 1 /4 R/S NAILS AND 1 5/8 TIN CAPS Top PIy: GAF RUBEROID 170 FR MOPPED IN PLACE Top PIy Fastener /Bonding Material: STEEP ASPHALT TYPE IV Surfacing: RUBEROID MOP 170 FR WHITE Section C (Low Sloped Roof System) Ruberoid 170 FR Mopped Fastener Spacing for Anchor /Base Sheet Attachment Field: 9 "oc @ Lap, # Rows 2 @ 9 "oc 4 @ 6 "oc Comer: 9 "oc @ Lap, #Row 2 @ 9 "oc Number of Fasteners Per Insulation Board Field: N/A Perimeter: N/A Comer: N/A illustrate Components Noted and Mails as Applicable: Wood blocking, 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 Manufacturers Details that Comply with RAS 111 and Chapter 16. / 3x3 Galy. Eave drip Nailed at 4" o.c. 8" SBS Modified Strip Mopped over primed metal drip edge • A 1' A • N/A Parapet Height 10' Mean Roof Height Wood Roof Deck Base #75 Mopped Roof System Manufacturer: MONIER - LIFETILES Notice of Acceptance number: 07- 0710.05 Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P1: 2.05 P2: 8.75 P3: 16.27 Maximum Design Pressure (From NOA Specific System): 40.4 (MEDIUM PADDY) Method of tile attachment: POYFOAM ADHESIVE LARGE PADDY MEDIUM PADDY X TWO PADDY Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Roof Slope: "/12 4 Roof Mean Height 13' ft. (Maximum roof mean height 33' ft.) Ridge Ventilation: n/a Section D (Steep Sloped Roof System) — Tiles Steep Sloped Roof System Description Deck Type: CDX PLYWOOD 5/8" /A Et na ailable Substrate: D tional Nailable Substrate Attachment: N/A Op nsulation: Underlayment /Base Sheet Type: ASTM D- 226 #30 FELT Fastener Type and Spacing: 1 '/4 r/s nails and 1 5/8 Tin Caps Adhesive Type: Steen asphalt tvoe IV Cap Sheet Type: #90 ASTM Tile Underlavment Roof Tiles Covering: Monier - Lifetile Saxony Flat Tiles Drip Edge Type & Size: 3 x 3 eave drip GaIv 26 Ga.. ©4" o.c. stagg. Mr required Moment Resistance* Mean Roof Height --OA- Roof Slope 1 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 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 Job Site Roof Slope 9 Job Site Aerodynamic Multiplier X Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mr Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L. Length w= width Product Approval All calculations must be submitted to the building official at the time of permit application. Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for values for M,with the values from K. If the M are greater than or equal to the M,values, for each area of the roof, then tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P1: P/5 x X P2: I- zoo l 1.20°I P3: 1 - /j6. x a 1. = 19.02 IIS•7Z1 I - Mg - Mg - Mg 16471 16 R71 I 47 = Mr1: = Mr1: = Mr1: 12.O I EMI I1�31 Val NOA Mf NOA Mf NOA Mf Method 2 °Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf *Must be used with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If 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 Based Tile Calculations Per RAS 127" (P, x L = x w. _ ) - W: x cos B = F _ Product Approval F' (Pz , x L = x w: = ) - W: x cos 8 = F _ Product Approval F (P3. x L = x w: = ) - W: x cos B = F _ Product Approval F' SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofmg contractor to provide the owner with the required roofmg 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 designated space indicates that the item e • b - en explained. Err 1. Aesthetics- workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane ^^ °� •� e for the purpose of providing that the roofing system meets the wind resistance and water intrusion p ormance standards. Aesthetics (appearance) 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. Remitting wood decks: When replacing roofing, the existing wood roof deck may have to be ed 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). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring .e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be ed 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 owner provides the option of maintaining this appearance. or ` 4 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause ' ater to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing stem is removed. pan conditions shouldbe corrected 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not verl aded 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 requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. '' 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the r *° r of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida - licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. Owner's /Agent's Signature: �� Date: / Contractor's Signature: Property Address: 75 5 T Permit Number: n�r�o BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 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 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 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: GAF Conventional Built-Up Roof System for Wood 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 and revises NOA No. 03- 0501.05 and consists of pages 1 throygh 19. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 Deck Type 1: Wood, Non - insulated Deck Description: 19/32 or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier. (optional) Base sheet: FireOutTM Fire Barrier Coating, VersaShield ® Non- Asphaltic Fiberglass -Based Underlayment or SecurockTM. GAFGLAS #80 ULTIMATA' Base Sheet, STRATAVENT EliminatorTM Nailable, RUBEROID Modified Base Sheet, RUBEROID 20, RUBEROID Heat- WekdTM Smooth or RUBEROID Heat- We1dTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS Ply 4, GAFGLAS Flex PlyTM 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 Limitailon #7) GAFGLAS® Ply 4, GAFGLAS ®Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM 3112 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac 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 PIyTM 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 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.S psf, See General Limitation #7) GAFGLAS #80ULTIMATM, RUBEROID RUBEROID ® Mop Smooth, base sheet attached to deck with approved 1 W' annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure --60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac 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-TecTM 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 —60 psi; See General Limitation #7) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: See Fastening Above GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac 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 psf, See General Limitation #7) One or more plies of GAFGLAS PLY 4, #80 ULTIMA, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs.sq. (Optional) One ply of GAFGLAS Mineral Surfaced Cap Sheet or 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. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbssq. and 300 Ibssq. respectively in a flood coat of approved asphalt at 60 lbs. /sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 galfsq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal.sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT Surface Seal, TOPCOAT Fireshield SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 gal. /sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20 /08 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex P1yTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4" Dens DeckTM or 'A" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: l . Fire classification is not part of this acceptance, refer to a current Approved Roofing 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- 401bs./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 aver) 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12lbs. /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 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 2751bf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum 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 comply 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. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 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 (i.e. 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.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 M1AMIDAQE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 Airreo' 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 including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony (Shake, Slate, Split Shake) Concrete 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 renews and revises NOA #02- 1205.06 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 0710.05 Expiration Date: 12/16/12 Approval Date: 09/07/07 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Sub- Category: Material: 1. SCOPE This renews and revises a system using Monier Lifetile Saxony (Shake, Slate and Split Shake) Concrete Roof Tile, as manufactured Monier Lifetile LLC in Lake Wales, FL 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 Monier Lifetile LLC 1= 161/2" Saxony (Shake, Slate w = 12-3/8" and Split Shake) Tile .6" thick Trim Pieces Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Roofing Flat Profile Roofing Tiles Concrete 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier 7161 -03 Appendix >II 94-084 94-060A 25- 7183 -6 25- 7183 -5 Test Specifications TAS 112 Flat, interlocking, high pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. TAS 112 Product Description Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik Drive Screws, Battens) Date Dec. 1991 May 1994 March, 1994 Feb. 1995 Feb. 1995 NOA No.: 07-0710.05 Expiration Date: 12/16/12 Approval Date: 09/07/07 Page 2 of 8 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineering 3. LIMITATIONS 25- 7214 -1 Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Static Uplift Testing PA 101 Static Uplift Testing PA 101 Aerodynamic Multiplier 25-7094 25 -7496 25-7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Two Patty Adhesive Set System Restoring Moment Due to Gravity 129 TAS -112 25- 7214 -5 7161 -03 Appendix 11 Letter Dated Aug. 1,1994 P0631 -01 PO402 Project No. 307025 Test #MDC -77 520109 -1 520111-4 520191 -1 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Calculations March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Dec. 1998 March 1999 June 2007 February 1996 April 1996 December 1996 March 1995 April 1999 June 2007 Jan. 2007 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. NOA No.: 07- 0710.05 Expiration Date: 12/16/12 Approval Date: 09/07/07 Page 3 of 8 Table 3: Restoring Moments due to Gravity - M, (ft Ibf) Tile Profile 2 ":12" 3"•12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.63 7.14 6.56 7.07 6.47 6.97 6.34 6.83 6.18 6.66 6.02 6.48 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile 11.8 1.375 1.02 Table 2: Aerodynamic Multipliers - X (ft Tile Profile a. (ft Batten lication A. (ft Direct Deck Application Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile 0.185 0.200 4. INSTALLATION 4.1 Monier Lifetile Saxony (Shake, Slate and Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofmg Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 07- 0710.05 Expiration Date: 12/16/12 Approval Date: 09 /07/07 Page 4 of 8 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetlle Saxony (Shake, Slate and Split Shake) 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 24.3 242 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 Table 6: Attachment Resistance Expressed as a Moment Mf (ft Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile Adhesive 31.3' 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. NOA No.: 07- 0710.05 Expiration Date: 12/16/12 Approval Date: 09 /07/07 Page 5 of 8 Table 7: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile PolyProTM 118.9 PolyProTM 40.4 3 Large paddy placement of 45 grams of PotyProT"'. 4 Medium paddy placement of 24 grams of PolyProTm. Table 8: Attachment Resistance Expressed as a Moment - Mf (ft Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile Mortar Set 43.9 5 Tile -Tate Roof Tile Mortar. 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 ". or BORAL— LIFETILE MONIERLIFETILE LLC, SAXONY TILE (LAKE WALES FL) LOCATED UNDERNEATH TILE NOA No.: 07-0710.05 Expiration Date: 12/16/12 Approval Date: 09 /07/07 Page 6 of 8 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. NAIL HOLES PROFILE DRAWINGS 17" ' 4 ' / OVERLAY WATERLOCK 12 3/8" MONIERLIFETILE SAXONY CONCRETE ROOF TILE (SLATE MODEL) 1 3/16 " (slate 1 5/16 " (shat NOA No.: 07- 0710.05 Expiration Date: 12116/12 Approval Date: 09/07/07 Page 7 of 8 •� r MONIERLIFET LE SAXONY CONCRETE ROOF TILE (SPLIT SHAKE MODEL) MONIERLIFETILE SAXONY CONCRETE ROOF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE NOA No.: 07-0710.05 Expiration Date: 12116/12 Approval Date: 09 /07/07 Page 8 of 8 MIAMIOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 Vcceusd odz41c53t 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 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® AHI60 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 clone 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 APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane 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 Specifications Polypro® AH160 N/A TAS 101 Foampro® RTF1000 ProPack® 30 & 100 PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content N/A N/A Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Product Description Two component polyurethane foam adhesive Dispensing Equipment 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. 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 @158 100% 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 Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739 -0621[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. 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. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro fl AH 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. / I F W MS 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 roof tile assembly having a current NOA that lists uplift resistance values with the use of Polyproo AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polyproii 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 between 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® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 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. Polyprot? 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 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PAT FY NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04 /13/06 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7 POLYFOAM PRODUCTS INC. A 3M Company POLYPRO AH -160 ROOF TILE ADHESIVE INSTALLATION INSTRUCTIONS UNDERLAYMENTS POLYPRO® AH -160 Roof Tile Adhesive will adhere to any granulated mineral surfaced roll roofing meeting ASTM D6380. The roof tile adhesive will also adhere to modified bitumen products. These types of products are usually more critical when determining resistance values, due to the percentage of modifiers and the effect the modifiers contribute to the softening of the top surface when exposed to elevated temperatures. Products surfaced with polypropylene or silicone based surfaces are not recommended. Please refer to our website for the most current approved underlayment list. UNDERLAYMENT ATTACHMENT Since the roof components are being adhered to the top surface of the underlayment system, consideration must be made for the attachment of the underlayment to the substrate. Polyfoam Products, Inc. lists the most com- monly used attachment systems in our evaluation or compliance reports. Please contact Polyfoam Products, Inc. for attachment recommendations in your area. Nailable Wood Decks - Attachment of the underlayment system to nailable decks can be calculated mathematically and is dependent on various factors which range from the type of fastener, the diameter of the fastener, the type of substrate, fastener density, pull over value of the fastener head through the underlayment, mean roof height, basic wind speed etc. Our ICC -ES Evaluation report list the fastener density pattern for the various basic wind speed used in the United States Non - nailable Decks - Typically these types of decks are usually primed, and the waterproofing is accom- plished with self - adhered membranes, cold process systems or applied with hot asphalt, modified acryl- ics, Elastomeric type products or to raw concrete. FLASHINGS Apply the flashing material according to the tile manufacturers recommendations, Tile Roofing Institute (TRI)/ Western States Roofing Contractors Association (WSRCA) "Concrete and Clay Roof Tile Installation Manual for Moderate Climate Regions, FRSA/TRI "Concrete and Clay Roof Tile Installation Manual" (System 4), Florida Building Code RAS 120 or local code requirements. CONCRETE AND CLAY ROOF TILES POLYPRO® AH -160 will adhere to clay and concrete roof tile as well as other roof components. Be sure the clay tiles are not dipped in silicon used to inhibit the formation of mold and mildew on the clay tiles. TOTAL RESISTANCE VALUES Polyfoam Products, Inc. provides different paddy placements to meet the wind design pressures for various mean roof heights as well as, basic wind speeds. Polyfoam Products has the highest total resistance values of any currently approved attachment system including mortar, nails, nails and hurricane clips and/or screws with no (or minimal, depending on the pitch of the roof) penetrations through the waterproofing underlayment. For specialty jobs please contact Polyfoam Products, Inc. Note: Refer to product approval or evaluation report to verify approved paddy placements for your region. 12505 NW 44th Street Coral Springs • FL 33065 Tel: 888774 -1099 • Fax: 954344 -3578 • www.polyfoam.cc ADDITIONAL ATTACHMENT REQUIREMENTS Additional fastening may be necessary on steep pitches to hold the tiles in place until the adhesive has a chance to cure. The fastening requirements are as follows: For flat/low, medium, and high profile tiles, for slopes above 6 ":12" up to and including 7 ":12 ", fasten every tile in the first course and every third tile of the fifth course in addition to the tile adhesive. Note: Some code bodies may require the eave tiles to be fastened at lower slopes. For slopes above 7 ":12" fasten every tile in addition to the tile adhesive. Apply compatible flashing cement to seal all fastener penetrations where required. Note: When utilizing tile with battens lugs engaged the tile over battens, additional tile fastening is not required. As an alternate to nailing every tile, for tiles designed with batten lugs only, tiles may be engaged over 4 ft. long, minimum, nominal 1" x 2" pressure treated, decay resistant battens or galvanized metal batten. Battens shall be fastened to the sheathing with 3 - 8d ring shank (0.120 inch diameter) nails or screws per each 4 ft. long batten. When utilizing battens, tile headlap shall be 3" inches unless restricted by product design and preformed flashings with metal edge returns shall be used. For two piece barrel tiles only, for slopes above 6 ":12" up to and including 7 ":12" fasten every pan tile in the first course and every fifth course thereafter in addition to the tile adhesive. Note: Some code bodies may require the eave tiles to be fastened at lower slopes. For slopes above 7 ":12" fasten every tile (cover and pan tile) shall receive one fastener in addition to the tile adhesive. For attachment of cover tiles, on pitches above 7 ":12 ", the use of wood stringers under the cover tiles are optional. As an alternative, the use of galvanized, stainless steel, or copper wire and/ or compatible fastener or a straw nail (gutter spike) is also an acceptable option. Apply compatible flashing cement to seal all fastener penetrations where required. Some modified bitumen self - adhered membranes, have sealing capabilities. Contact the underlayment manufacturer for sealing capabilities of the specific waterproofing membrane. Fasteners shall be corrosion - resistant, (ASTM A641, class 1 or approved equal), of sufficient length to penetrate the deck a minimum of 3/4" or through the thickness of the deck, whichever is less. COMMENTS AND LIMITATIONS 1. POLYPRO® AH -160 Roof Tile Adhesive shall be applied over a underlayment installed in compli- ance with the underlayment fastening tables as listed in our evaluation/compliance reports or the FRSA/TRI Concrete and Clay Roof Tile Installation Manual. (Visit our website www.polyfoam.cc for current approved underlayments.) 2. Installation must be by a factory trained "Qualified Applicator" approved and licensed by Poly - foam Products, Inc. 3. Test paddys must be shot at least every other course of tile and quality of adhesive verified. 4. Calibration of the FOAMPRO® dispensing equipment is required before application of any adhe- sive. The mix ratio of the "A" component and the `B" component shall be maintained between 1.0 -1.15 (A) to (B). For Ratio Calibration: Take the net weight of the "A" chemical and divide it by the net weight of the `B" chemical. 5. PROPACK® dispensing systems are pre - pressurized in the factory; however temperature and ex- tended and or improper adhesive dispenser usage will effect the ratio calibration of the dispensed adhesive. Note: Polyfoam Products, Inc. strongly suggests verifying the calibration of the Propack units. This can be accomplished by weighing the chemical as indicated in item #4 above or by thorough examination of the test paddys required in item #3. Contact Polyfoam Products, Inc. for detailed instructions. (888) 774 -1099. 6. Adhesive shall be placed in accordance with our "paddy placement details" as mentioned in our evaluation or compliance reports. 7. Underlayment, Tile and Hip and Ridge support members must be dry, clean, free from any dust, debris, or oil or any foreign matter that will inhibit the bond of the adhesive. 8. Adhere tile directly in freshly applied adhesive. Tile must be set prior to adhesive "skinning over" usually 1 - 2 minutes depending on the ambient temperature. 9. POLYPRO® AH -160 Roof Tile Adhesive shall not be exposed permanently to ultra- violet rays (sunlight). Any exposed foam may be cut away and covered with mortar or coated with a good quality acrylic paint or paint designed for the application to polyurethane foam. 10. POLYPRO ®AH -160 Roof Tile Adhesive shall be applied with Polyfoam Products dispensing equipment only. - SEE FOLLOWING PAGES FOR PADDY PLACEMENT ILLUSTRATIONS - Medium Profile / Double Pan Tile Nall through plastic cement (when required) Underlayment Eave Course High Profile / Single Pan Tile Nail through plastic ce • - (when required) Underlayment • \.....) l litt N 10. 0111.; 4 x4 in. 1 u Eave course ,1:4, \\ Battens optional 2 in. 10 M. Fiat/Low Profile Tile Medium Profile Tile High Profile Tile Paddy (Beneath Tile) Fasda Eave Closure Paddy (Beneath Tile) Fascia Weephole Eave dosure Drip edge 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25 4 mm) foam paddy onto the under - layment positioned as shown under the strengthening rib closest to the overlock of the tile being set. Insure approxi- mately 17 (109.7 cm — 23 (148.4 cm square inch adhesive'. contact with the underside of the tile. 2. At the second course, apply a minimum 4" (101 6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the- underlay- ment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 8 (51.6 cm - 9 (58.1 cm square inch adhesive contact with the under- side -_ of the tile. 1. Starting at the eave course, apply a minimum 2" (50 8 mm) x 10" (254 mm) x 1" (25 4 mm) foam paddy onto the under - layment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approxi- mately 17 (109.7 cm — 23 (148.4 cm square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 4" (101 6 min) x-4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlay ment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 8 (51.6 cm - 9 (58.1 cm square inch adhesive contact with the under- side of the tile. 1. Starting at the eave course, apply a minimum 2" (50 8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the under- layment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approxi- mately 17 (109.7 cm — 23 (148.4 cm square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 4" (101 6 mm) x 4" (101.6 mm) x 1" (25 4 mm) foam paddy onto the underlay- ment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 8 (51.6 cm - 9 (58.1 cm square inch adhesive contact with the under- side of the tile. Flat /Low Profile Tile Nail through plastic cement (when required) Flat/Low Profile Tile Medium Profile Tile High Profile Tile Paddy (Beneath Tile) Fascia Eave Closure 1. Starting at the eave course, apply a minimum 2 " 8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the under- layment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm - 23 (148.4 cm square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25 4 mm) foam paddy onto the underlay- ment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm - 12 (77.4 cm square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25 4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm - 23 (148.4 cm square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50 8mm) x 7" (177.8 mm) x 1" (25 4 mm) foam paddy onto the underlay - ment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12 "'(77.4 cm -14 (90.3 cm square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile Nail through plastk ce (when required) Paddy (Beneath Tile) VN klel■ - 1%I Battey optional a ; Eave Cou underlayment t 0ln. \® _ 2 in. Fascia Weephole Eave dosure Drip edge 1. Starting at the eave course, apply a minimum 2" (50 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm - 23 (148.4 cm square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlay - ment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm - 19 (122.6 cm square inch adhesive contact with the underside of the tile. Nall through plastic cement (when required) underlayment Flat/Low Profile Tile Medium Profile / Double Pan Tile Medium Profile Tile High Profile Tile Paddy (Beneath T)le) Fascia Eave Closure weephole Eave dosure Drip edge 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25 4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm — 23 (148.4 cm square inch adhesive contact with the underside of the tile. 1. Starting at the eave course, apply a minimum 2" (50 8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the under - layment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm — 23 (148.4 cm square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1). Starting at the eave course, apply a minimum 2" (50 8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm — 23 (148.4 cm square inch adhesive contact with the underside of the tile. Flat/Low Profile Tile Medium Profile Tile I opnonai � f �_� • °• Single paddy , 7 on underlayment Ax 4 in. 4"4 Single 2 x 4 in. paddy on top of the Eave Course High Profile Tile 1. On the eave course only, apply a minimum 2" I(50 8 mm) x 10" (254 mm) x 1" (25 4 mm) foam paddy onto the under- layment positioned as shown, under the strengthening rib for flat tile, or under the pan portion of the tile for medium or high profile tile closest to the overlock of the tile beingset. Leave approximately 4" (101 6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17 (109.7 ICm 23 (148.4 cm square inch adhesive contact with the underside of the tile. 2. Apply a 4" (101.6 mm) x 4" (101.6 nun) x 1 "(254 mm) foam paddy onto the underlayment just below the first course line positioned foam paddy under the strengthening rib for flat tile, or under the pan position of the tile, closest to the underlock of the eave tile to be installed. Install eave course of tile. Insure approximately 8 (51.6 cm - 9 (58.1 cm square inches of adhesive contact with the underside of the tile. 3. Apply a4" (101.6 mm) x 4" (101.6 mm) x 1 "(2!54 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. 4. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3l4 ", (19 nun) paddy on top of the eave course tile surface as shown, on. top of the strengthening rib for flat tile, or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm - 11 (71 cm square inches of adhesive contact with the underside of the tile at the overlap and 8 (516 cm - 9 (58.1 cm square inches of adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. Two Piece Barrel (Cap and Pan) Tile 1) Place enough adhesive to achieve 65 to 70 sq.In. In contact with the pan tile. 2) Turn covers upside down. Place adhesive in to 1 In. from outside edge of cover tile. Then Install the tile. Ensure 20 to 25 sq. In. minted area. Eave (motar shown) Weephole Fascia Board Steep pitch applications when requlred) Optional point -up Mortar on longitudinal edges of the Sheathing Remove top portion of the eave course cover tfe.Abut to second course of pan tiles. Ensure save end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile 1. Starting at the eave course, apply a minimum 2" (50 8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm - 70 (451.6 cm square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25 4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to al- low for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm -25 (161.3 cm square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 nun) x 4" (101 6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used SMALL PADDY 4 "x4 "x 1" (101.6 min x 101.6 mmx25.4mm) PADDY CONFIGURATIONS - Actual Size - The drawings on this page show the ideal paddy size and shape as ini- tially applied wet to the roof deck. The foam adhesive will expand after application to the roof deck and will conform to the space between the underside of the roof tile and roof surface after the tile has been placed. Inspection Number: INSP - 119182 Permit Number: RF -4 -09 -590 Scheduled Inspection Date: July 14, 2009 Inspector: Bruhn, Norman Owner: RODRIGUEZ, GABRIEL Job Address: 750 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PRECISION ROOFING CORP Building Department Comments RE -ROOF WITH FLAT WHITE MONIER TILE AND FLAT BUR TO FLAT ROOF Passed ` %fie Failed Correction Needed Re- Inspection Fee �. .,.• 4 Z 71100 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments CREATED AS REINSPECTION FOR INSP- 118221. CREATED AS REINSPECTION FOR INSP- 118063. CREATED AS REINSPECTION FOR INSP- 117915. 1 SEAL COUNTER FLASHING FASTENERS. 2 REPLACE BROKEN TILES JR 06/30/09 Same commen tB/ For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132060142090 Phone: (305)822 -9969 0■...n 4 A ..i 40 Scheduled Inspection Date: July 07, 2009 Inspector: Bruhn, Norman Owner: RODRIGUEZ, GABRIEL Job Address: 750 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PRECISION ROOFING CORP Building Department Comments Inlb na 9flflfl Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 118221 Permit Number: RF -4 -09 -590 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132060142090 Phone: (305)822 -9969 RE -ROOF WITH FLAT WHITE MONIER TILE AND FLAT BUR TO FLAT ROOF Passed Failed ad , 7 Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 118063. CREATED AS REINSPECTION FOR INSP- 117915. 1 SEAL COUNTER FLASHING FASTENERS. 2 REPLACE BROKEN TILES JR 06/30/09 RE -ROOF WITH FLAT WHITE MONIER TILE AND FLAT BUR TO FLAT ROOF Passed 7. / Inspector Comments J9 , Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until i nspection Number: INSP - 119557 Permit Number: RF -4 -09 -590 j Inspection Date: July 16, 2009 Inspector: Bruhn, Norman Owner: RODRIGUEZ, GABRIEL Job Address: 750 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PRECISION ROOFING CORP Building Department Comments July 16, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile/Flat Phone Number Parcel Number 1132060142090 Phone: (305)822 -9969 Page 1 of 1 A RE -ROOF WITH FLAT WHITE MONIER TILE AND FLAT BUR TO FLAT ROOF Passed e 7,_ Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until nspection Number: I NSP- 119334 Permit Number: RF -4 -09 -590 1 Inspection Date: July 14, 2009 Inspector: Bruhn, Norman Owner: RODRIGUEZ, GABRIEL Job Address: 750 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PRECISION ROOFING CORP Building Department Comments July 16, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Up Lift Report Work Classification: Tile/Flat Phone Number Parcel Number 1132060142090 Phone: (305)822 -9969 Page 1 of 1 GEOTECHNICAL 4ENVIA JMENTAL HYDROGEOLOGY ASBESTOS MIAMI, June 3` 2009 Sincerely yours, Zoliv rili C: f 1II \ \ \ \WII = / /./ / /// DYNATECH ENGINEERING CORP. CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO - DADE COUNTY PROTOCOL TAS -106 PERMIT No. CLIENT: PRECISION ROOFING CORP. 2646 West 77 Place Hialeah, FL. 33016 PROPERTY ADDRESS: Roof ® 750 NE 96TH STREET MIAMI SHORES, FL. 33138. TILE TYPE/ATTACHMENT: Flat Roof Tile Polyfoam Set Testing Equipment: Humboldt Scale Model H-4620 The test results presented here reflect the condition of the roof system at the time of the test. These results are dependent since roof condition are continuously changing due to the exposure to the element and roof top Test No. Test Location Field Uplift Pull Test 01 - 70 Field See Sketch Below > Than 35 LBS 71 - 92 Comer See Sketch Below > Than 35 LBS 39 -134 Perimeter See Sketch Below > Than 35 LBS 135 -164 Ridge Caps See Sketch Below > Than 35 LBS ROOF TILE UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS -106 Wissam N. , ani, P.E. DYNA ENGINEERING CORP. orida Reg. No. 39584 Special Inspector No. 757 ROOF SKETCH Inspected By: JM SEE ATTACHED DRAWING time and sample traffic. Test Result Passed Passed Passed Passed TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING 750 West 84 Street, Hialeah, FL 33014 -3618 o Phone (305) 828 -7499 • Fax (305) 828 -9598 Dynatech Engineering Corp. Clients PRECISION ROOFING Scales N.T.S. Projects 750 NE 96TH STREET MIAMI SHORES, FL. 33138. Dates 06 -03 -2009 80 100 134 90 _ 97 91 1 59 58 1 98 jP j A 96 1 57 w 55 163 54 1 I Z �W / 95 1 56 I99 /i 89 94 93 192 52 53 Lai ar a 0 101 102 49 131 1 51 135 50 136 4 137 4 82 106 1 105 104 81 1 T127 132 1 46 47 48 1128 1 79 131 130 129 78 10 1 83 108 109 63 15 39 15 15 60 40 15 32 152 41 42 38 37 1031 36 34 43 \ 27 28 \ 35 26 25 24 21 33 O FAILED RIDGE CAPS NEED TO BE FIXED BEFORE FINAL INSPECTION 86 I 110 5 61 31 22 64 151 30 15( 2 29 1491 7 66 62 7 4 13 6 ,116 3 12 1 7 1118 11 1 119 10 / 4 / 161 8 111 87i 70 1 67 t13 65 r 68 1G0 1614 14 \ 69 Ta 115 172 9 1 15 1 1117 18 19 20 - 2 23 123 77 126 125 124 76 751 74 [gel 112171 Scheduled Inspection Date: June 30, 2009 Inspector: Rodriguez, Jorge Owner: RODRIGUEZ, GABRIEL Job Address: 750 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PRECISION ROOFING CORP Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 l Inspection Number: I 118063 Permit Number: RF -4 -09 -590 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132060142090 Phone: (305)822 -9969 RE -ROOF WITH FLAT WHITE MONIER TILE AND FLAT BUR TO FLAT ROOF Passed Failed Correction Needed X Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 117915. .0 - rE-0 . 7 -) r2..0 r ft.ok,..) 7-0 Zi6-5 Scheduled Inspection Date: April 30, 2009 Inspector: Rodriguez, Jorge Owner: RODRIGUEZ, GABRIEL Job Address: 750 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PRECISION ROOFING CORP Building Department Comments A Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection umber: l' P -1 "l 106 Permit Number F -4 -09 -590 j Pe it Type Roof Inspection Type: Timeap Work Classification: Tile /Flat Phone Number Parcel Number 1132060142090 Phone: 305 - 556 -0264 Infraction TIN CAP SPACEING Passed Comments False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments L) Inspection Number: P-11106 Permit Number. RF- 4 -0 -5 Scheduled Inspection Date: April 30, 2009 Inspector: Rodriguez, Jorge Owner: RODRIGUEZ, GABRIEL Job Address: 750 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PRECISION ROOFING CORP Building Department Comments MY 0 EMI Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments _tdl 5E . i•92bcoa L Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permipe: Roof Inspection Type: Work Classification: Tile /Flat Phone Number Parcel Number 1132060142090 Phone: 305 - 556 -0264 Inspection Number: INSP- 111066 Permit Number: RF -4-09 -590 l Scheduled Inspection Date: May 01, 2009 Inspector: Rodriguez, Jorge Owner: RODRIGUEZ, GABRIEL Job Address: 750 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PRECISION ROOFING CORP Building Department Comments A AA "^"f\ 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: Roof in Progress Work Classification: Tile/Flat Phone Number Parcel Number 1132060142090 Phone: 305 -556 -0264 Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments tvla _LA Inspection Number: INSP-113037 Permit Number RF- 4- 09-590 Scheduled Inspection Date: May 01, 2009 Inspector: Rodriguez, Jorge Owner: RODRIGUEZ, GABRIEL Job Address: 750 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PRECISION ROOFING CORP Building Department Comments A._ :1 .ftl n nnnA 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: Tin Cap Work Classification: Tile/Flat Phone Number Parcel Number 1132060142090 Phone: 305 -556 -0264 Infraction Passed Comments TIN CAP SPACEING False Passed At Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 111064. t (kr,- 4 4 —L A