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RF-09-1482Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 123697 Permit Number: RF -9 -09 -1482 Scheduled Inspection Date: November 12, 2009 Inspector: Bruhn, Norman Owner: OSTENDORP, THOMAS AND REBECCA Job Address: 261 NE 102 Street Miami Shores, FL Project: <NONE> Contractor: FLORIDA ROOF TECH CORP Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132060134960 Phone: 305 -557 -9685 Building Department Comments Re -roof flat and tile Inspector Comments Passed W" Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 10, 2009 For Inspections please call: (305)762 -4949 Page 11 of 31 .I.E F . • FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB INSIGITr*INNOVAITON•IMICGRATION FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 Telephone: (305) 378-1991 - Fax: (305) 378-1997 Miami-Dade Lab Certification # 07-0612.11 - State of Florida CA # 27273 SITE SPECIFIC INFORIVIATION N2 1463 Job Address: ' Owner's Name • -' ,/ , -f — ' - ' ' . — Contractor: - , , -- - r , ,, , , , IN P' Permit - ' Install Date Type of Tik: Approx. Height ±- Floor: Type of Access: Scaffolds. Ladder: Slope: . Test date- App. Sq.Ft: ' ,- Req. Force: 35 lbs. Testing Equipment: F.G.E. 100X.Shimpo Instrument TEST RESULTS P = PASS, F = FAIL Test Location Uplift Pull Test (P or F) Test Location Uplift Pull 'fest (10 or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (Per F) Test 14octition Uplift Pull Test (P or F) 1 f- - 21 41 • - • 61 81 2 22 42 3 23 43 62 82 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 20 40 59 79 99 60 80 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLEY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. Respectfully Submitted By: k ! / • f e. y :0 .; Vinayagar M. Balakrishnan V, P .E. State of Florida Lic # 63107 'iitStF +;'�w= is -sd: Notts AktaidEmf MUUMINiallinailillIMMI IMMUIMUMNIUMIIIHIIIIIIIIMMMIMMIIIMMI REEMEMWMffiMMMMMMEMBHUMUUNNMMMMMMMMMANUMS P r i I I 1# nninliff WW - -t " s I F l' • i i r > i. j1a ill a I 1 4 1 1 e l l t f 1 i F F C: -" - € t i i ft F S 3 3 � !!; 4� 6 i , : l 1 1 1 1 3 1 { 6 1 URSBRaiiiiIONMEHMEMRSUMIIIIIMII mmonmansmananssms ininsimismffiffirmffimmmmt milumuuniumaarsinmis MR i i t e i t It i i i IIIIMMISIMMUMIIMIUMMUMBIUMINIS AMMO r,% m, = i i F i t MIIIIIMUMINIMINMMINIMMIIIII MICIMMENIEMENIIIIIINS iffil MEM MIMIteriiiiiiHUIIIINIMII HMMM ! S jI V!I mmumennammunnewsm F€ .P i t 8 F i s ill s � ��.._._. se �I�If'I --s..,_. _- ...:._.." ,. - -., -$.. : .... _.. ... _ JAR?„ .-..- ..,.__ NOTICE OF COMMENCEMENT ,A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. �� r- q1 (. �I 19 X FOLIO NO. 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. 1111111111111111111111111111111111111 11111111 C FN 20109W1598672 e9W1598672 DR Bk 26981 Ps 4718► (fps) RECORDED 08/18/2009 11 :30 :35 HARVEY RUVINe CLERK OF COURT MIAMI -DADE COUNTYP FLORIDA LAST PAGE ,,�� Space above reserved for use of recording office 1. Legal description of property and street/address: Z (01 poi to-z... .5* /1;4 ,es, 54 v1/4e- T r t '33 1 3 8 2. Description of improvement: 11 e roof - 3. Owner(s) name and address: Flo 0 .- Interest in property: O'-,&' fir Name and address of fee simple titleholder. 4. Contractor's name, address apd phpne number. i o it 1-1 u 4 /4e q at- -5-1 D 1,6 5. Surety: (Payment bond required by owner from contractor, Name, address and phone number: Amount of bond $ 6. Lender's name and address: r!7 if any) STATE OF FLORIDA, COUNTY OF DADS I HEREBY CERTIFY that this is a true copy of the 7. Persons within the State of Florida designated by Owner upon v fi j �. • ii / Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. f WITNESS my h d - d Official 8. In addition to himself, Owners designates the following person(s) 713.13(1)(b), FloridaStatutes. Name, address and phone number: y be se 1r, A'1!1..•, . T Or s o ice a CURE ed COD WE Ta{m 0 provided in Section 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) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED -ON THE JOB SITE BEFORE THE - FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE CMEI IN WOR OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature( r s "40 _ON, rized Officer /Dir- tor/Partner/Manager 7 2. e, ' Prepared By _ __ ._ - Prepared By .�1/4 ? % ®?f Print Name • w ' Print Name . Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument wap,ac nowledg d before me this (52 day of By l7j ❑ Individually, or as for ❑ Personally known, or produced the following type of identification/ Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STA UTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. a0-5001 Sign By 123.01 -52 PAGE 3 11/07 f Owne CARLOS CASAS MY COMMISSION f DD 491038 EXPIRES: November 15, 2009 Bonded Thru Notary Public Underwriters Authorized Officer /Director /Partner/Manager who signed a By Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 123427 Permit Number: RF -8 -09 -1452 Scheduled Inspection Date: October 15, 2009 Inspector. Bruhn, Norman Owner: OSTENDORP, THOMAS AND REBECCA Job Address: 261 NE 102 Street Miami Shores, FL Project: <NONE> Contractor: R.E. MURPHY CONSTRUCTION LLC Permit Type: Roof Inspection Type: Final Work Classification: Hurricane Mitigation Phone Number Parcel Number 1132060134960 Phone: (786)351 -9615 Building Department Comments Hurricane Mitigation Retrofit/Roof to wall connection. Failed /Ois4- Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments eL- October 14, 2009 For Inspections please call: (305)762 -4949 Page 8 of 20 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURE PIJRSANT TO SECTION 553.844 F.S. To: From: Miami Dade County Building Department 11805 Coral Way, Suite 111 Miami, F133173 Thomas Ostendrop 261 SE 102 Street Miami Shores, F133138 Dear Building Official, I Richard Murphy. certify that I have improved the roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site - Built Single Family Residential Structures as adopted by the Florida Building Commission Rule 911- 3047 F.A.C. Richard E. Morph General Contractor CGC1515413 114--N Print Name CGC1515413 License Number STATE OF FLORIDA COUNTY OF MIAMI -DADE Sworn to and subscribed before me this / 1 Day of ()C-710 ,- , 2009 Personally Known or Produced Identification Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. gp Master Permit No. c.` CA- (14 — Permit Type: BUILDING ROOFING' Owner's Name (Fee Simple Titleholder) iitriily O4tellttat" Phone # Owner's Address � 6 G f �= / 02 3fr & City W . k l ' *1/1 !J State Fi4I bk Zip 33 i3' Tenant/Lessee Name Email Phone # Job Address (where the work is being done) 1 j 02 St ` City Mianii Shores Village County Miami -Dade Zip 3 '3 `1` ' FOLIO / PARCEL # Is Building Historically Designated YES NO X Flood Zone Contractor's Company Name'' ' ' °"-` 1\ �a l �°c.. t t' ` Phone # 2-7�` Contractor's Address \ G Li 1 5E. i 31> r City do ;\ e e, State Vi ...0A, A, Zip -33c_a _ Qualifier Name 'ta'i l k0 if MAO O ik -t Phone # 3c5- C' 1 2- (7 G �` ((C) State Certificate or Registration No. L 15-6 lit 3 Certificate of Competency No. Contact Phone 745'6 5'6 3 51 q(i) E -mail S--rAC- 001.( e c I C Architect/Engineer's, Name (if applicable) Phone # Value of Work For this Permit $ , dO ° 0C) Square / inear ootage Of Work: CO ° LtA Type of Work: OAddition ❑ Alterations (=New Describe Work: at('k .r E M T i e c Telf0" k F•J tD ( " 1/4 1 , I ( �h ►1e )ofr Repair/Replace ❑ Demolition Wo1 t :meta . 4'06%1 036etb'30 iy tilsarr?x;plo ( E C) Permit Fee $ Submittal Fee $�J Notary $ 0 Scanning $ Double Fee $ Training/Education Fee $ -Ov CCF $ t�"O * * * * * * * ** Technology Fee $ ,2 5 O Radon $ &i> DPBR $ Bond $ t' Violation date: Structural Review. $ Total Fee Now Due $ See Reverse side -a 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatre — "- Owner or Agent z✓. Signatur e The foregoing instrument was'ackn.wledged before me this day of 20: , by e . who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY TOWER „( Contractor e foregoing instrume t was acknowledged before me this day of who i 20 z,-0. by gii/W 'AY*/ att • e or who has produced ersonally known to as identification and who did take an oath. ,Ov e " i - ou lL . p 5u. b Yli9 c . State ol Florida en Comm e o + r Commission * DO 8. Plans Examiner Engineer (Revised 07110 /07)(Revised 06/10/2009) NOTARY PUBLIC Sign: • m 1 .1/ My Commission Expires: 1/1/212# C K STONER MY COMMISSION #DD730390 EXPIRES: NOV 11, 2011 Bonded through 1st State Insurance Zoning Clerk checked :$D4,Nkl c 0050 20 0 DATE - BATCH NUIVIBER- - - The BUSINESS. ORGANIZATI , Named below IS QUALITTED Under the provisions- Of- Ck*pter 489 FS. Expiration date: AUG 31, 2009 (THIS IS NOT A LICENSE FI'0 PER1ORN WORE. TUIS ALt0 COMPANY TO DO sunless o x,, tr IT EMS A Q I R E MURPHY CONSTRUCT INC 1641 SE 17TH STREET HOMESTEAD = FL •33035 ---' DRAGO CHARLI C IS'r - - - -ff -' ,.‘-:. INTERIM SECRETARY GOVERNO •PLAY-ASREQUIREino LA INTERIM ' Tk9F. FLORIDA- = Y--„=•,\-' 0=S Na--='BOARD DATE BATCH NUMBER 05/02/2008 077034242 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 P5. Expiration date: AUG 31, 2010 LIC BB NB CGC1515' L08050260105 MURPHY, RICHARD EDWARD__, E MURPHY- CONSTRUCTION 1641 SE 17TH STREET _ _ _ _ HOMESTEAD FL 33035 • CHARLIE -CRIST GOVERNOR SPLAY ABAEQUIRED" BY LA CHtICK i2RAGo -INTERIM SECRETMY _ 08/25/08 TUE 22:23 FAX 7862067066 sue. .„,,,..•••••••1® STATEWIDE INSURANCE CERTIFICATE OF LIABILITY INSURANCE r4j001 PRCIRXER Gelleway Insurance 12884 SW 87 Ave Waist FL 33176 Phone -1661 Fax (305)255-1767 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON TIE CERTIFICATE HOLDER. 11115 CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY TIE POU ES BELOW INSWERS AFFORDING COVERAGE NAIL * INSURED R.E. Murphy Construction, LLC 1641 SE 17th Sheet Homestead, Florida 3303 mum; A: Evanston Insurance Company lomat B First Commercial Insurance Co I SURIOZ INSURER D: INSURER E COVERAGES INSURER F: THE POLICIES OF INSURANCE LISTED HAVE BEEN ISM TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOIWITHSTAND4IG ANY REQUIREVENT, TERM OR COMMON OF ANY CONTRACT OR OTHER DOCUMBIT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. TFE INSURANCE ADD BY THE POUF DESCRIED HEIN IS SUR3.ECTTD ALL THE Tom. EXCLUSIONS AND OWNDMOMS OF SUCH POLICES. AGATE LIMITS SHORNN MAT HAVE BEEN REDUCED BY PAID CLAIMS. ens Aoon TIME OF POLICY NUMBER POLICY EFFECTIVE PORUGY EXPIRATION LTR INSRA CA1TEPansma1Tl ONE {I 0 GENERAL UABILRY ® COMMERCIAL GENERAL me m, ❑ ❑ GAMS MACE ® OCCUR 0 ❑ GENEAGGREGATE MIT APPLIES PER POUCY ❑ PROJECT ❑ LOC CL090101092 04127/09 0427010 EACH 1,000,00 0 DMIMGE TO RENTED PREMISES (EaoGcwcnoe) 50,000. AHED E (Any $ a pelsaa) 1,000. PERSONAL aADV INJURY 1,000,000. GENERAL AGGREGATE 1,000,000. PRODUCTS - COMP AGO 1,000,000. AUltICIBILE LIABILITY ❑ ANY AUTO ❑ ALL OWNED AUTOS ❑ ❑ SCHEDULED AUTOS ® FAREDALROS ® NON OWNED Auras ❑ ❑ GARAGE LIABBETT ❑ ❑ ANY AUTO ❑ COMBINED Mbl3LE Lahr (Ea0 BAY MARY NARY INLRR2Y I PROPERTY DAMAGE (Per ms AUTO ONLY - EAACCIDENT OTFERTHAN EAAGC AUTO ONLY: AGO EPICESSIUMBRELLA LIABILITY ❑ OCCUR ❑ CLAIM MADE ❑ RETEFITlON S EACH OCCURRENCE ANTE 8 WORKERS COMMIE= AND EMIPLOY5 LIABILITY ANY PROPRIETOR ► PARTNER ► EXEcUUVE OFFICER► MEMBETC EXCLUDED? !yea, describe ender SPEOIAL PROVISIONS Was OTHER WIC -211 05/11109 05/11/10 ® LI11T5 ®ER EL EACH ACCIDENT EL DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LAST $100,000 8100,000 $500,000 OPTION OFOPIMATIONS ► LOCATIONS ► VEHICLES ►ISICLUSICIIVS ADDED HY ENDORSEMENT ► SPECIAL PNDVt IS General Contractor... 0ER71F1CATE HOLDER CANCELLATION Miami Shore Village Building Department 10050 NE 2md Avenue Miami Shores, Ronda 33138 Fax* 7887523294 ACORD 25 (2001108) OF SHOULD ANY OF THE ABOVE MOWED POLICIES BE OMICE] LND BEFORE TIE 6NtP8RA7EIN DATE TNT, THE ISSUING WEIMER INIU. ENDEAVOR TO MAIL 30 DAYS vveirr N NOTICE TO THE CEITIRCATE . • • NAMED TO THE LEFT, BUTFAILURETODDSO SRALLIMPOSENO •r { • MON OR LIABLIIY OF ANY RIND WON THE BOWER, ITS AGBNTSOR -+ _ ❑ l/fizrii,l AUTHORIZED REPRESENTATIVE Jose H Romero, Licensed Agent- A225234 TION 1988 City of Lo e usiness Tax te ec jpt TxI':ecei t No: 0002045 Expiration 09/30/2009 License T • RES Tax P' eceipt Name: R.E. MURPHY CONSTRUCTION,INC 1641 SE 17 ST., HOMESTEAD, FL.33030 Category Description Units 88110 HOME OCCUPATION - OFFICE ONLY 1.00 Hours of i! Co. FIJI ents: 11 ration: PHONE USE ONLY: Note: If any information is incorrect, please call: 305- 224-4504 The issuance of a local business tax receipt does not tos s c{AR g�A ¢iN O �a�NUST BE �a r T ANSFE 66356 -0 fSUA is r oi TR 2�aas RECCGC1515413 STATE# g ACE U.S- .S. POSTAGE PERMIT PENO.231 600309-9 CONSTRUCTION-INC ssaR EsMURPHY CONSTRU 1641 HOMESTEAD 33035 OW E MURPHY CONSTRUCTION INC Sac,a96 GENERAL BUILDING -- CONTRACTOR DO NOT FORWARD R E MURPHY CONSTRUCTION INC RICHARD EDWARD MURPHY 1641 SE 17 HOMESTEAD FLT 33035 1 111111111111ittili 11111ti1itllttitliiitIIV ►Ilittltlltlil DOESN TI ERM TTHE DOES R OVIOLATE ANY HOLDER OR ZONING LAWS OF THE COUNTY OR %EA OTHER ID{O PERMIT O RECEIPT flE0 RCERTIFICA ON OF TTHEE HOLDER'S QUALIFICA- TION. WWI-DAD E COUNEDTYTAX COLLECTOR: 01/29 /2009 000004.50 6 SEE OTHER SIDE WORKS 1/S R. E. MURPHY CONSTRUCTION 1641 SE 17 Street Homestead, Florida 33035 786 - 351 -9615 GCG1515413 DATE: CLIENT: JOB ADDRESS: INSPECTION TYPE: HURRICANE MITIGATION REPORT August 26, 2009 Thomas Ostendorp 261 NE 102 Street Miami Shores, FL 33138 Strap Inspection - Roof to Wall R.E. Murphy Construction inspected the roof to wall connection at the above property in order to substantiate the method of strap installation. Hurricane Mitigation Retrofit for Existing Site Built Residential Structure: (1) At the time of inspection, there were no straps noticed on the trusses. According to statue 553.844 section 201.3.2 of the Hurricane Mitigation Requirements, a minimum of one strap with four fasteners per truss is required (2) Roof Type: Gable To the best of my knowledge, belief and professional judgment, the above mentioned details represent the actual strap installation upon roof truss. This inspection failed to meet the minimum requirements. This report is not to be construed as a varranty of the roof, only the representation of the actual conditions at time of inspection in tine areas inspected. Sincerely, Richard M General Contractor • • • • • •• • ••0000 1111.. •••• • • •••• 0.10.. • • •• •• .00100 • • • • • • • • • •• • •••• • • •• •0 0 .111:0 1 • .1100• • • •••••• • • • • • • • • • 000000 • ••••• • •••• • •• • • • ...•. • • 0.11• 000000 • •.101• • • 000000 • • • R.E. MURPHY CONSTRUCTION 1641 SE 17 STREET HOMESTEAD, FL 33035 CGC1515413 786 -351 -9615 August 25, 2009 Miami Shores Village Building Department RE: Thomas Ostendorp 261 NE 102 Street Miami Shores, Fl, 33128 Dear Sirs/Madam In respond to structural improvements at 261 NE 102 Street, please refer to section 553.844 part 20134. Sufficient comer eave sheathing shall be removed parallel to the roof ridge to provide access to a minimum 6 foot length of the exterior wall. Any exposed rafters that are not anchored with a strap having at least four fasteners on each end shall be connected to the concrete masonry wall by adding fasteners to existing straps As noted in section 553.844 part 201.34 adding fasteners to existing straps that will not accommodate four fasteners per existing strap shall receive a right angle simpson strong tie with %2 red head or equal type wedge anchor to masonry wall with a minimum 21/2 embedment and a minimum of four fasteners to each truss: or shall receive a right angle gusset bracket fasten to concrete masonry screws not less than 21/2 embedment. .•rta.�;, •00• 4 • 4,001, ...4100 • • • • • • • . •• • 41• • • • • •0000• • • • •••000 •••000 • • • • • 000 • • • • 000•b •• • • X000• j41 •••.• • • 4141••.• •••41•• ••.•41• • • • • •• •• • • • 000 SAO • 41 00000. • • • 000* 000 000 • • • • • • • • •• 10 • • • • , I A '7,DR (--)VD 1 .;71"wiNIG DEPT I 7. no DFPT 1 3 LiBJECT TO COMPLIANCE WITH ALL FED i'-RAL I STATE AND COUNTY RULES AND REGUL1 •••• • ***** •••• • • • 0 • • 01 • • •***•* • •• • • • • •• • • 000000 • • • • • • • • •••• ***** • •• •• • • • •••• ***** • • •000•o 000000 000000 • •• •• • • 0 • • •••o•o • •00000 • • • 0 • • • • • t ' • • • •••• •000•• • • • • •• • • •• • • • , t • • • •••• ****** • •***** • iami Shores Village SEP 0 32009 ilding Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: mi' --- - - ---- - ® °° Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) t ., ; e efr cL3 - Owner's Address Z6) ' &) 102. City j 'L p, A " y State FL__ Zip �' 3 Permit No. Master Permit No. F -)86 -2(c -S7`,7 y Tenant/Lessee Name Phone # Job Address (where the work is being done) 2. t 10 EQ 1 ® 2.. 5+ City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES NO County Miami -Dade Zip 33 13 8 Contractor's Company Name L ( -a‘r , 3 ,C {- 0--J, Phone # Contractor's Address 2.-430 w1 ? As 5 r City 1-1 p,' I t, L State 4. Zip3 3 0 (4 Qualifier Name ,,telitt efiit, mike" _ Phone # t ,9 — giek J State Certificate or Registration No. ((C 02? rCertificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ lee Square / Linear Footage Of Work: Z53 79-t, Type of Work: DAddition ❑Alteration New Repair/Replace ❑ Demolition Describe Work: r, 1 Oa r (`e ' ubmittal ee$ _ Permit Fee $ © ©0 CCF $ ts✓ Notary $ 0 Training/Education Fee $ V° Technology Fee $ /s.a Scanning $ ✓ Radon $ C) DPBR $ � Zoning $ U Bond $ C 3 Code Enforcement $ C) Double Fee $ Q 8 Structural Review. $ C) Total Fee Now Due $ 9f)1° See Reverse side —� Bonding Company's Name (if applicable) 'Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a rei w -'on fee will be charged The foregoing i strument was ac day of , 20 by who is personally known to me or who has produced ledged before me this t 1 w r;- Contractor e foregoing instrument was ... ass acknowledged before me this �/ 20 1, byl =-°� (� C% [ .y or who has produced day of who i ersonally known to m As jdentification and who did take an oath. as identification and who did take an oath. NOTARY PUBLICtf NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * ** * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 07/10/07) CARLOS CASAS MY COMM!S3fff/1 DD 491038 c mb fo u Noter y Pu011o Underwriters Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * ** CARLOS CASAS MY COMMISSION DD 491038 i * *�'S#1`2009 3onUed Thru Notary public Und.,nvdters r�< Plans Examiner Engineer Zoning <74C0 17- PRODUCER The Elite Insurance Group 13523 S1. 120 Strew; Suite 104 Miami, FL 331;5 Phone (305)824 -3172 INSURED Florida Rocf -Tech Corp 2730 W 78 Street Hialeah, FL 33016- 305- 557 -9685 COVERAGES ELITE I N. 1F N E C,7 ;: . I NC CERTIFICATE OF LIABILITY INSURANCE — DATE (IUULDDiiy) 09/12/09 THIS CERTIFICATE IS ISSUED AS A MATTER F0 INFO ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE ION HOLDER. MIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE P_ ES BELW_ 1 INSURERS AFFORDING COVERAGE NAIL C Fax (305)824.3189 INSURER A: WESTERN HERITAGE INSURER 8. INSURER C: I INSURER D: INSURER E• I THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAM= 7D ABOVE ANY REOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER FOR THE POLICY PERIOD INDICATED RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR NOTWIBHSSSUDING DOCUMENT WITH MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAC,IS. :INsse ADD-Lt 11 LTR.RD' TYPE OF INSURANCE 1 + - POLICY NUMBER I POLICY EFFECTIVE +Pal1CY EXPIRATION' DATE rtaurpD/yYYYt DATE rwarroorrYYYI LIMITS , COMMERCIAL GENERAL LIABILITY !EACH OCCURRENCE SCP -0774101 09/16 09 PREMISE TO Roc ED '`— - CLAIMS MADE 09J16/2010 PREMISES . occurrence - V. OCCUR 'GENE AGGREGATE tun- S PER: IV POLICY Li PROJECT L LOC AUTOMOBILE LIABILITY I`. ANY AUTO • `I I iLJ Ti GARAGE LIABILITY I 10 ARANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON OWNED AUTOS I ID. I0 EXCESS/IA.:mm/1A LIABILITY Q OCCUR C CLAIMS MADE 0 DEDUCTIBLE 0 RETENTION $ • MPLOYE S NAND 1 ANY PROPRIETOR /PARTNER / EXECUTIVE YfN ;OFFICER (Man IE� R EXCLUDED? SPECIAL RP OVISIONS below OTHER MED EXP (Arty one pew) 1,00.000 100.000 5.000 1.000,000' 2,000,000 2.030.000 2,500. PERSONAL 8 ADV INJURY GENERAL AGGREGATE PRODUCTS -.COMP/OP AGG , DEDUCTIBLE . COMBINED SINGLE LIMrr (Ea acciaerri) BODILY INJURY (Per person) BODILY INJURY (Per a.. „ems nt,) IPROPERTY DAMAGE (Per accident) AUTO ONLY- EA ACCIDENT OTHER THAN EA ACC AUTO ONLY: AGG I EACH OCCURRENCE AGGREGATE )I • WC STATU- ❑ OTH- ORY LpWTS FR E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE I E.L. DISEASE - POLICY LIMIT 1 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES /EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS !ROOFER (RESIDENTIAL AND COMMERCIAL CERTIFICATE HOLDER CITY OF MIAMI SHORES 10050 NE 2 AVE MIAMI FL 33138 ACORD 25 (2009/01) QF • CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POL I y S BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE RAQUEL SALA A.R ©1988-2009 ACORD CORPORATION. All rights reserved The ACORD name and logo are registered marks of ACORD TOTAL P.001 CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YY) 12/24/2008 PRODUCER Serial # 083540 CONDON MEEK 1211 COURT STREET CLEARWATER FL 33756 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC# INSURED FrankCrum 1- 800 - 277 -1620 100 S MISSOURI AVENUE CLEARWATER FL 33756 INSURER A: FRANK WINSTON CRUM INSURANCE. INC. CITY OF MIAMI SHORES INSURER B: 10050 NE 2 AVE INSURER C: LIABILITY COMMERCIAL GENERAL LIABILITY 1CLAIMS MADE OCCUR INSURER D: INSURER E: EACH OCCURRENCE THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OF OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD. INSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM /DD/YY) POLICY EXPIRATION DATE (MM/DD/YY) LIMITS CITY OF MIAMI SHORES REPRESENTATIVES. 10050 NE 2 AVE GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY 1CLAIMS MADE OCCUR N tali EACH OCCURRENCE $ FIRE DAMAGE (Any one fire) $ MED EXP (Anyone person) $ PERSONAL 8 ADV INJURY $ GENERA_ AGGREGATE $ GENL AGGREGATE LIMIT APPLIES PER: nPOLICY nPROJECT nLOC PRODUC -S - COMP/OP AGG $ AUTOMOBILE _ _^ _ — LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPER'Y DAMAGE (Per accident) $ GARAGE LIABILITY R ANY AUTO AUTO ON:.Y- EA ACCIDENT $ OTHER TriAN EA ACC $ AUTO ONLY: AGG $ EXCESS l UMBRELLA LIABILITY DOCCUR CLAIMS MADE RDEDUCTIBLE RETENTION $ EACH OCCURRENCE $ AGGREGATE $ $ $ $ A WORKERS COMPENSATION AND EMPLOYERS' LLABIUTY ANY PROPRIETOR ! PARTNER ! EXECUTIVE OFFICER !MEMBER EXCLUDED? Byes, describe Under SPECIAL PROVISIONS below WC 9 0000 0000 01/01/2009 01/01/2010 WC STATU- 1 OTHER X TORY LIMITS E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS! VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS THIS CERTIFICATE REMAINS IN EFFECT PROVIDED THE CLIENT'S ACCOUNT IS IN GOOD STANDING WITH FrankCrum COVERAGE IS NOT PROVIDED FOR ANY EMPLOYEE FOR WHICH THE CLIENT IS NOT REPORTING HOURS TO FrankCrum EFFECTIVE 05/13/2003, APPLIES TO 100% OF THE EMPLOYEES OF FrankCrum LEASED TO FLORIDA ROOF TECH CORP. 305 - 558 -4883 f CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR CITY OF MIAMI SHORES REPRESENTATIVES. 10050 NE 2 AVE AUTHORIZED REPRESENTATIVE MIAMI FL 33138 N tali 09/09/2009 14:31 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES L1001 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 4010 RECIPIENT ADDRESS 93055584883 DESTINATION ID ST. TIME 09/09 14:31 TIME USE 00'20 PAGES SENT 1 RESULT OK Permit No: 09- Job Name: J , 2009 !Y! lama Shores ViHage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Permit No: 09- % f2 Job Name: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building Critique 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. Norman Bruhn CBO 305 - 795 -2204 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW. Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A, B, C 1,2,3,4,5,6,7 PrescriptiVe BUR RAS 150 Asphaltic Shingles A, B,C A, B, D Concrete or Clay Tile A, B, D, E Metal Roofs A, B, D Wood Shingles and Shakes A, B, D 4,5,6,7 1,2,4,5,6,7 1,2,3,4,5,6,7 1,2,3,4,5,6,7 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED 1.. Fire Directory Listing Page 2. From the Miami -Dade County Notice of Acceptance 1 NOA Cover Sheet NOA Specific System Description / NOA Specific System Limitations NOA General Limitations I- Applicable Detail Drawings 3, 4. 5. Municipal Permit Applicatlop 6. Owners Notification for Roofing Considerations (Appendix " Repairs Only 7. Any Required Roof Testing /Calculation Documentation • • • • .. • • Design Calculations per Chapter 16, or if applicable, RAS 127 or RR8'1'28 Other Component Notice of Acceptances • •••• • • • • • • . F" Form) rte- roofing. or . •••• •••• • .0 • • • 0000 • •••• • • •••• •••• • •••• • • • Any other additional data reasonably required by the Building Official• • to determine the Integrity of the roofing system. Page 1 • •0. • • • SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING - CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain-lo 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 syste r -' s .11ations. Additionally, the following items should be addressed as part of the agreement between the o nd he contractor. The owners initial in the adjacent box indicates that the item has been explained. . Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) ar''`r - purpose of providing that the roofing system meets the wind resistance and water intrusion ormance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship ovis'• ° - Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be .,ddres -d as part of the agreement between the owner and the contractor. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in ,accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building he roof deck is usually concealed prior to removing the existing roof system). Common Roofs: Common roofs are those which have no visible delineation between neighboring townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /or owner ify 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 rom below. The owner may wish to maintain the architectural appearance, therefore, roofing nail etrations of the underside of the decking may not be acceptable. The Florida Building Code provides the - ^f aintaining this appearance. 5. Ponding Water: The current roof system and /or deck of the building may not drain well and may -ter to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural ca and may require the review of a professional structural engineer. Ponding may shorten the life and performance of the new roofing system. Ponding conditions may not be evident until the original 10 em is removed. Ponding conditions should be corrected. 6. Overflow scuppers (waft outlets): It is required that rainwater flow off so that the roof is not ed from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if ppers (wall outlets) are not provided. it may be necessary to install overflow scuppers in accordarice rida Building Code, Plumbing. . Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of ctural assembly (the building itself). The existing amount of attic ventilation shalt not be reduced. it may be neficial to consider additional venting which can result in extending the s - rvice life of the roof. O 1 ✓ i o ct ate Contra« • is Signg,tpgC • • Permit Number Rev.•1/20I2005,CompulerServices, Building Department •0•. • • 0000 • • •••• • •. • • •... • • •••• •.•.G. • • • • • • • •• •• .• •• • • • • • • • • • • •• • • 0000 • •• • • • • •• • • • • • • • • Miami -Dade My Home My Home :3 Show Me: Property Information Search By: Select Item <> ® Text only Property Appraiser Tax Estimator Portability S.O.H. Calculator Summary Details: Folio No.: 114206- 013 -4960 Property: 261 NE 102 ST Mailing THOMAS J OSTENDORP Address: &W REBECCA J Living Units: 261 NE 102 ST MIAMI Adj Sq Footage: SHORES FL Lot Size: 33138 -2426 Property Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/3 Floors: 1 Living Units: 1 Adj Sq Footage: 2,544 Lot Size: 14,250 SO FT Year Built 1925 MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 18 & LOT 19 & W1/2 OF LOT Legal 20 BLK 36 LOT SIZE Description: 125.000 X 114 OR 19341 -0189 10 2000 1 COC 22951- 3122 12 2004 1 Sale Information: le O/R: 22951 -3122 le Date: 12/2004 le Amount $685,000 Assessment Information: Year: 2008 2007 Land Value: $458,750 $482,956 Building Value: $276,993 $276,993 Market Value: $735,743 $759,949 Assessed Value: _ $545,409 $529,524 Exemption Information: Year: 2008 2007 Homestead: $25,000 $25 000 2nd Homestead: YES NO Taxable Value Information: Year: 2008 Taxing Authority: Applied Exemption/ Taxable Value: 2007 ■ Applied Exemption/ Taxable Value: Regional: $50,000/ $495,409 $25,000/ $504,524 County: $50,000/ $495,409 $25,000/ $504,524 C $50,000/ $25,000/ $495.409 $504,524 Page 1 of 2 ACINT Digital Orthophotography - 2007 0 m 112 ft My Home 1 Prooeriv Information 1 Property Taxes I My Nelahborhood 1 Property Appraiser Home 1 Using Our Site 1 About 1 Phone Directory 1 privacy 1 Disclaimer If you experience technical difficulties with the Property Information application, • or wish to send us your comments, questions or suggestions • • • please email us at Webmaster. • Web Site ® 2002 Miami -Dade County. All rights reserved. http://gisims2.miamidade.gov/myhome/propmap.asp • Legend Property �` f Boundary Selected Property Street Highway Miami-Dade County Water •••• • • •••• • •• • • • •••• • •• • • • •••• •••• • • • • • • •••• •••• • • •. •• • • • • • •••• • • • • •••• • • • • • •• • • •• • • • • • • ••• • • • • • •• •• • • • •• • 8/13/2009 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Master Permit No. Contr. ctor's Name: Section A (General Information) Process No. Job Address: ow Slope r Asphaltic Shingles I— Prescriptive BUR -RAS 150 Roof Category r Mechanically Fastened Tile I— Metal Panel/Shingles I— Other:I r9 F (02J Mortar /Adhesive Set Tile Wood Shingles /Shakes Roof Type r New Roof ..Re- Roofing r Recovering r Repair r Maintenance I— r4 No there Gas Vent Stacks located on the roof? Yes i T.No If yes, what type? r Natural r LPGX Roof System Information Low slope roof area (ft.2) Steep Sloped area (ft.2)1 _ '27 9 /Total (ft.2) I GO Section B (Roof Plan Sketch Roof Plan: Ilustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and leve s, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a ): Corner Size (a' x a')' _ ■ru u : ■■■ ■■ ■■■ • - • •••11/2•Z■■ ■■■ ■■■ ■ MUM II /■■■■■ Emsfixtliesasts IMI■ N■■■■ N■■I ""1.111.111111.1111.111111M-trisonmarnmuniumiumnnummmum. ME ••• ■ ■•®■is■ ■■ ■■■■rI■M■NI ■ ■■■■'!■ ■■■ ■ ■.■ 111 1111,, •1•N•1i i•E•■w•N•1liii®iiiii •MINIMlIl YNIWMI■■•■IRIllUl! ■1■ ■W N.IN1N■N \'IE!5 /1N111N •1N ■ ■VAMPp 1I,■ ■1■■11i■■■1N1■■.■ CC.GYilIl■■■A■■■■■■■■■ ■ ■ ■ ■ ■■R• !II•l 111:1L'1rI C <1•J. ■ ■.11■■ ■11■ ■ ■ ■ ■IIr■ ■■ 1!</■1■ 11I■ ■ ■lU ■■ ■ .11 ■111■..■ ■ ■ ■■ ■.1■ ■1l�■m■■ ■111!■ N ■N ■■■■■■ ■111- !'l11ii1■■■ ■■!■!■■■■■■■■■ ■11■ III.•i►I5E1 111111 I11,111111111111111111H1 1111111111111111111lIIIII ■■■ ■■It�®..r..�...�...�. ■ ■N■■■■ ■1N■■■ �..mm ■ll11■ -...- , mm m..1.11■1Nm�.>re 1C11111C1l111.11:C ■.■■.■ ■.�■. ■C'k'IIImum! l mio11 do nviC ■■N■N.11 J•r J [1■ 111 '" v7/■■■ ■■■ JAUWIiNli10.0 :1U111RI UU1111IIIN omumai IL 11 ■.y 2■711�LSIn111:aeddt*�,70�E��ll i rtl1l. e!ilni P 1 IA ■■■■■■®■n■■■■n■■■N■■■l I��•. '■S11111i1U'lli11i11•iiiii Cllili�� ■' 111111 ■ ■ ■■■ �ININMENNE ■■■■■ ■ 1 ■■ IMPU=IAaIIR■aMo11 a �•U ■■■■■■■■■■■■■■■■ ■ ■■■■■■■■./i..41■■■ 111ia■1••iCRZIiiiii 4110171•1111111 � i 111i■11••ii i iiiCiiiiiii 11.mrierni ■ ■■ Elul■11••11■1111■ ••■■■■i ■■•••llll•■■■N■■■.■■■•NUV 14r'N11]'031 ■■■■Qs� _..__ .... -- �■ - ll• ----- ■■IIII11111•11 ��.a...iiQZrl�7iN11/i1. ■■G1C13J11U1.7N ■11 ■N`■N•Ii1N ■N1 ■ ■1• G'.■ 1C®CC1 •.■■/!! m■ 1111111,111111111111 u■ iirEMAI RAC:i:iiii:�:�:g G1111111:1111C111191111CNNI ■i■■ •i /�,'�j i, -i j11un Il■a�■arcL1!�!dt�r *•1siniiIN _Ali■ ®111 mumm ■mmumm . ■III comic ■l1 ■1 a /ii%1■■ 1111■■ 1■tl/■■ISi■ mug ac :znoatitJ111■ Page 2 .• • • • • • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer: CsAF 1%- tfail 1. CoQP 4rla J Product Approval No.: A?"-17-1g • Design Wind Pressures, From RAS 128 or Calculations: Pmax1- 4 Q 1•Z Pmax2: 0R2- ' Pmax3: 124.3 Max. Design Pressure, from the specific Product Approval system: 52• S Deck: Type: lobo (� Gauge/Thickness: 1" Slope: �& t is 12 Anchor/Base Sheet & No. of PIy(s):1 Pt.'( & S *1 S- Anchor/Base Sheet Fastener/Bonding Material: 1'14" (2.4U4-SII-43 1.111,44- Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of PIy(s): ..--- Base Sheet Fastener/Bondi�nq_Materjal: Ply Sheet(s) & No. of Ply(s): Z POI Ccete(46 T(PIL 4 Ply Sheet Fastener/Bonding Material: 4.0-r M.P1-1-A r - rvPe. Tg Top Ply: 041-0 S I+k.H..T Surfacing: Fastener Spacing for Anchor /Base Sheet Attachment: Field: et " oc @ Lap, # Rows Z @ q " oc Perimeter: " oc @ Lap, # Rows 4- @ (O " oc Corner: 4 " oc @ Lap, # Rows 4 @ (.) " oc Number of Fasteners Per Insulation Board: Field Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Top Ply Fastener/Bonding Material: 140T RsPNper a- yreal- FLORIDA BUILDING CODE — BUILDING V.34000 K.itu.s % rA4 NA+c. • . • • 4 • • • Os. • •••• NrOFJE • Parapet Height__ • •• _. s • • •••• :•• • • • • ••: •• •. ADO •: • • • •. • •• • • -•• 11•01101011 Roof • 1-lp ght ••• • • • • • • ••• • • • •• •• ••• • • •••• • •••• •• • • •• •• • 15.33 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • • ••• • .. • .. •. • • . • Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permi* Aupl,cation Flrn. • Section D Stee • SIo • ed Roof S 'stem` Roof System Manufacturer: CIO." Fr)-12--efj41-/1-: ( le_ Notice of Acceptance Number: OF owl Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations; • ^ - C/ - ,p P2: if P3: Maximum Design Pressure (From the Product Approval Specific System):. 3g•7 t�tkau/M PA-00i Stee • SIo • ed Roof S stem Descri • tion Deck Type: Ro9fjSlope: : 12 !Ridge Ventilation? N oNft.- LI N) Type Underlayment: ? 19 Li 44304571 I4 rnc44...4.7 7frAo Insulation: ‘\ Fire Barrier: Mean Roof Height: 1311" Fastener Type & Spacing: Adhesive Type: 11144 rQiv J /VA- tVb Frkio 4-10 -r A- S PRA ur •••• 1 Type Cap Sheet: !I vc.M � ' �,��%�"• • •• • • • • • •••• •• Roof Covering (.c,,ti- usal•sip/1441s 4-75 • G41 [UHF / • • • %. • •• Type & Size Drip !•,:i. d p! ,y4 • • Edge: J •• • • • c••• •• • • • •• • • •• • • • • • •••• •• • • •••• • • •••• •• • •• • • •••• • •••• • • • 15.34 FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform P.:rntit.�oplicat:or Form. Section E (Tile Calculations) For Moment based tilt systems. choose tither Method I or 2. Compare the values for M, with the values from Mi. If the Mr values are greater than or equal to the M, values. for each arca of the roof. then the tile attachment r•eth•xl acceptable. Method I "Moment Based Tile r;alrulanons Pei R,.S I2 "' Q (PI.-45. ' x iOr Z�� = 1 Z Mg: ��5 = Mr1 t Product Approval Mf " -? ✓ [� (P, 7v'�r.i.OrZ�I -•�r• Mg:53C =h4r2.(�'� Product Approval Mu' IrG.L a.-z 3�. 5.3; • Yg (P,' r. r. t - Mc:. = Afr, Product Approval M. _3 Method 2 "Simplified Tile Calculations Per Table Below- Pr Required M.nnem of Rest<tancc (Mrt From Table Below oduct Approval M. `Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F with the values for Fr. If the F values are greater than or equal to the Fr values. for each area of the roof. then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (PI: x L = x a- = - W: x cos 6 = Fri Product Approval F (P2: x L = x w: _ ) - W: x cos 6 = F,2 Product Approval F fP • x L = x stc = - V1': x cos 6 = F Product Approval r . . Where to Obtain Information Mr required Moment Resistance' Mean Roof Height -' Roof Slope 4 I 15' 20' 25' 30' i ; 40' 2:12 I 34.4 36.5 38.2 39.7 42.2 3:12 7 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 I I 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 `Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F with the values for Fr. If the F values are greater than or equal to the Fr values. for each area of the roof. then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (PI: x L = x a- = - W: x cos 6 = Fri Product Approval F (P2: x L = x w: _ ) - W: x cos 6 = F,2 Product Approval F fP • x L = x stc = - V1': x cos 6 = F Product Approval r . . Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table I or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Job Site • •• • • • • • •••• • •• • • Roof Slope 6 Aerodynamic Multiplier 2 Product Approval • • • • •••• • Restoring Moment duepto Gravity MF Product Approval • • • • • 0 • • • • • • • • • • • • •.: .. • • •••• • • • •••• . • • • Attachment Resistant Mt MF F Product Approval Calculated Product Approval Calculated • • • 0••• • • • • • Required Moment Resistance Minimum Attachment Resistance Required Uplift Resistance Fr Average Tile Weight W Product Approval •••• Tile Dimensions L = length W = width Product Approval All calculations must be submit cd to the building official at the time of permit application. FLORIDA BUILDING CODE - BUILDING • • • • •• • • • • • • • • • • 15.35 MIAMhDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Clay Forever, LLC 6801 NW 77th Avenue Miami, FL 33166 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: Altusa "S" Clay 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 folTow&d by the expiration date may be displayed in advertising literature. If any portion of the NOA displayed, thmtsshall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer lefts distributors and shall be available for inspection at the job site at the request of the Building Official. • •. • •. • This renews NOA #06-0706.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. • .. 1 • • • • •••• • •• • • • • . • .. • • •• • • •••• •.•. NOA No.: 07- 0919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Roofing Tiles Material: Clay 1. SCOPE This renews roofing system using Altusa One Piece S' Clay Roof Tiles, as manufactured by Alfareria Del Turbio, S.A. (ALTUSA) in Venezuela and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Altusa One Piece 'S' Tile Trim Pieces Clip Clip Dimensions L= 181/4" W = 10.5" Y2" thick nominal 3.25" high Length: varies Width: varies varying thickness L = 6" D = 0.125" L &h = 2" W =1/2„ 0.05" thick 2.1 SUBMITTED EVIDENCE: Test Agency, IBA Consultants, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Test Specifications TAS 112 TAS 112 TAS 114 TAS 114 Test Identifier 2397 -116 94 -083 94 -084 25- 7200 -1 Project No. 307025 Test #MDC -78 MTS 520649 Product Descrindon High profile clay roof tile. For direct deck or batten nail -on, mortar set or adhesive set applications with minimal headlap of 2 -1Y2" Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Tile clip L Shaped tile clip Test Name/Report Date ASTM C 1167 06/28/07 Static Uplift Testing Aril 19e4 • TAS 101 (Adhesive Set)' • . • • • Static Uplift Testing : • ay 19921w • ! TAS 101 (Mortar Set) .. •. • Static Uplift Testing • • • • • Feb. 1995 • TAS 102 ' • •••• (Quick -Drive Screws, • •• ' Battens) • • Wind Driven Rain • TAS 100 TAS 102(A) • • • • Oct.1994•• • •... • • May 2000 NOA No.: 07- 0919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 2 of 7 Test Agency PRI Asphalt Technology, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier CLF-003 -02 -01 7161 -03; Appendix III 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test 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 Roofmg Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof ehre • unless stated otherwise by the underlayment material manufacturers published literature • • 3.6 This acceptance is for wood deck applications. Minimum deck requiretnentg shall be •in • compliance with applicable building code. •••• 3.7 May be installed on slopes 7:17 greater. • 4. INSTALLATION Test Name/Report TAS 102 TAS 102 Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistant Testing of screw vs. smooth shank nails Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Date October 2001 Dec. 1991 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 March 1999 March 1995 February 1996 April 1996 December 1996 .• •• • • • • 4.1 'Altusa One Piece S' Clay Roof Tile and its components shall be Installed in strict.' compliance with Roofmg Application Standard RAS 118, RAS 119, and RAS•1.20. 4.2 Data For Attachment Calculations .. • • • • • • • • • . • • • • •. •••• NOA No.: 07- 0919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 3 of 7 • • • • • • • • • • • • • • • Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight- W'(ibf) Length -I (ft) Width -w (ft) Altusa 'S' Tile 6.9 1.52 0.875 Table 2: Aero. amic Multi • tiers - X ft Tile A(ft) X(ft:) Profile Batten • • • Iication Direct Deck . ' . Ilcation Altusa 'S' Tile 0.253 0.274 Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf Tile Profile 3 ": 12" or less 4 ": 12" 5 ": 12" 6": 12" 7": 12" or greater Altusa'S'Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 4.47 5.35 4.40 5.27 4.31 5.16 4.20 5.03 4.08 4.89 Table 4: Attachment Resistance Expressed for Nail -On Systems Direct Deck (Min 15/32" plywood) as a Moment - Mt (ft -Ibf) Direct Deck (Min. 19/32" plywood) Battens Tile Profile Fastener Type Altusa 'S' Tile 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 . #8 Screw 28.7 28.7 N/A 2 . #8 Screws 58.2 58.2 26.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 41.8.':' • • • • 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 • • • • 1 Screw with Altusa Clip (See clip details) • • • "• , Altusa "S" Tile' 1 Screw with clip (at the head of tile) 187.1 187.1 • •1111••• • • N/A - - • • Altusa "S° Tile' 1 Screw with clip (at the water course of tile) 35.2 35.2 • • : . • . . • N/A • • 1. Screw must be installed in the inside nail hole located nearest to the hump of the tile. - - _ - • - _ • • • • 1 • •• • • • • • • • . • • • • • • • • • • • • •• • • •••• • • NOA No.: 07- 0919.05 Expiration Date: 12/16/12 Approval Date: 12(20/07 Page 4 of 7 Table 7: Attachment Resistance Expressed as a Moment - Mf (ft Ibf) for Sin le Pa Adhesive Set S stems Tile Application Tile Profile Altusa'S' Tile Minimum Attachment Polyfoam PoyProTM Polyfoam PolyProT" 4 Large paddy placement of 63 grams of PolyProTM. 5 Medium paddy placement of 24 grams of PolyProTM. Resistance 66.54 38.7b Table 8: Attachment Resistance Expressed as a Moment - M1(ft -Ibf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Altusa 'S' Tile Mortar Set' 24.50 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". * * * aLTtSA MADE IN VENEZUELA IDENTIFICATION MARK FOR ALTUSA `S' CLAY ROOF TILE • • •• • • • • LOCATED UNDERNEATH TILE • • • • • • • • • • • • • •••• • • • • • • • •••• fb 6. BUILDING PERMIT REQUIREMENTS • 6.1 Application for building permit shall be accompanied by copies of the fbfloWwg: • • 6.1.1 This Notice of Acceptance. • • 6.1.2 Any other documents required by the Building Official or applieallg building • • • • • • • code in order to properly evaluate the installation of this system. • •• • • • • •• •• • • • • •• • • •••• • • NOA No.: 07- 0919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 5 of 7 Table 6: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Pa Adhesive Set stems Tile Profile Tile Application Minimum Attachment Resistance Altusa 'S' Tile Adhesive 29,3 2 See manufactures com • • vent a • • royal for Installation r - • ulrements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft Ibf) for Sin le Pa Adhesive Set S stems Tile Application Tile Profile Altusa'S' Tile Minimum Attachment Polyfoam PoyProTM Polyfoam PolyProT" 4 Large paddy placement of 63 grams of PolyProTM. 5 Medium paddy placement of 24 grams of PolyProTM. Resistance 66.54 38.7b Table 8: Attachment Resistance Expressed as a Moment - M1(ft -Ibf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Altusa 'S' Tile Mortar Set' 24.50 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". * * * aLTtSA MADE IN VENEZUELA IDENTIFICATION MARK FOR ALTUSA `S' CLAY ROOF TILE • • •• • • • • LOCATED UNDERNEATH TILE • • • • • • • • • • • • • •••• • • • • • • • •••• fb 6. BUILDING PERMIT REQUIREMENTS • 6.1 Application for building permit shall be accompanied by copies of the fbfloWwg: • • 6.1.1 This Notice of Acceptance. • • 6.1.2 Any other documents required by the Building Official or applieallg building • • • • • • • code in order to properly evaluate the installation of this system. • •• • • • • •• •• • • • • •• • • •••• • • NOA No.: 07- 0919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 5 of 7 PROFILE DRAWINGS ALTUSA `S' CLAY ROOF TILE °SPANISH S° TILE BY AL (TYP.) CLIP DETAILS 2 -1/2° OVERLAP (COVERS PIN HOLE) SCREW IN THE INSIDE HOLE NEAREST TO THE HUMP OF THE TILE CLIP WITH ONE (1) SCREW ATTACHED TO DECK DECK •••• • • • • • • •• • • • • • • • •••• • • - •.•• • • CLIP • • • • • • • •••• • •• • • • • • •••• •• • • • • • • • •• • • • • • • •••• • • • • •• •••• • • NOA No.: 07 -0919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 6 of 7 •• • SCREW (HO SCREW (HOLDS CLIP ONTO DECK) 'SPANISH S• TILE BY ALTUSA (TYP.) CLIP DETAILS (CON'T) 21/2° OVERLAP (COVERS PIN HOLE) SCREW IN THE INSIDE NAIL HOLE NEAREST TO THE HUMP OF THE TILE CLIP PLACEMENT DETAIL DECK 11/4° 1314' 3/4 END OF THIS ACCEPTANCE • • . • . • • • •.•• • • • ..•• • • • • ••. • • • • • •• •• • • • • • • • •••• • •• • • • • • •••• •• • • • • • • • •• • • • • • • •••• • • • • •• • • •• • • • • • • • •••• • • NOA No.: 07- 0919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 7 of 7 a BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 -2930 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: MLT TileSeal 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 thi§ ' OA as ars • • • • endorsement of any product, for sales, advertising or any other purposes shall automatiCall1 terminate; • • • this NOA. Failure to comply with any section of this NOA shall be cause for termination and xemovilIAL • • NOA. • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Fgri.4@, 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 manufaota r •or its • . • • • • distributors and shall be available for inspection at the job site at the request of the Building Qfficia1 • • This NOA consists of pages 1 through 3. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 08-0107.02 Expiration Date: 07/31/12 Approval Date: 05/15/08 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Underlayment SBS TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product MLT TileSeal Dimensions 36" x 33.3' rolls 36" x 66.7' rolls EVIDENCE SUBMITTED: Test Agency Underwriters Laboratories, Inc. IRT- Arcon, Inc. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. PRI Construction Materials Technologies, LLC. Test Identifier R14610 . 02 -012 NEI- 006 -02 -01 NEI- 008 -02 -01 NEI- 045 -02 -01 NEI- 053 -02 -01 APPROVED ASSEMBLIES: Deck Type 1: Deck Description: System E(1): Base Sheet: Membrane: Surfacing: Test Product Specification Description TAS 103 SBS self - adhering asphalt sheet material with a white glass re- enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. Test Name/Report Follow up Service TAS 103 TAS 103 TAS 114 (H) ASTM D 4798 & ASTM G 155 ASTM D 4798 & ASTM G 155 Wood, non - insulated, new construction 1542" or greater plywood or wood plank Anchor sheet mechanically fastened deck, membrane adhered. Date 03/28/02 02/28/02 04/01/02 07/30/02 08/08/07 05/01/08 •••• One or more plies of ASTM D 266 Type II or ASTM D 2626 withamiaimum:4'' • .' side lap and a 6" end lap mechanically fastened to deck with appnoveiiaails anditiri• caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the ipll. • • • • • One or more plies of MLT TileSeal Underlayment with a minimtnri•4a'•sjde lag N$ • 6" end lap. Place the first course of membrane parallel to the eave,•111111fig the • • membrane to obtain maximum contact. Remove the release membitile as the : • •• . membrane is applied. Vertical strapping of the roof with MLT Tile &eal ' Underlayment is acceptable. • •••• • • • Approved for Approved Adhesive Set Roof Tile Systems, Mechafica!l) Fasten ;d Roof Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle • , • • • • assemblies. NOA No.: 08-0107.02 Expiration Date: 07/31/12 Approval Date: 05/15/08 Page 2 of 3 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. MLT TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. MLT TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. MLT TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base /Anchor sheet underlayment. 5. MLT TileSeal underlayment shall not be left exposed as a temporary roof for longer than 90 days of application. 6. The standard maximum roof pitch for MLT TileSeal underlayment shall be 6:12 when tiles are loaded directly to the MLT TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofmg products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12 ". 9. MLT TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing MLT TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If MLT TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 10. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashingtapa, • • shall be pressed in place and formed around the protrusion to ensure a tight fit. 4•s1v otid layer of • • • MLT TileSeal underlayment shall be applied over the underlayment. • • • • 15. All products listed herein shall have a quality assurance audit in accordance wi tie Florida • • • Building Code and Rule 9B -72 of the Florida Administrative Code. • • • • 16. All membranes or packaging shall bear the imprint or identifiable marking of the• akfactu er's •' • name or logo and the following statement: "Miami -Dade County Product Control Approved" or: t1.e. • Miami -Dade County Product Control Seal as shown below. • "' • • • END OF THIS ACCEPTANCE 1 APPROVED 1 • •• •• • • • • •• • • •• • • • • • • • • • •••• • • NOA No.: 08- 0107.02 Expiration Date: 07/31/12 Approval Date: 05/15/08 Page 3 of 3 Underwriters Laboratories 'H.® June 23, 2004 Mr. Mike Gada GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 -3689 Our Reference: R9684 Unt:a: J: ti-s Country C<d 1 J ) (R47) 272.400 Fax No Ma) 5C1-6)95 Itttp:lr....•w.u�.ox: � Dear Mr. (radar This is in response to our phone conversation today. The following roofing systems meet Class Acriteria perANST/UL790 /ASTM E108 based on data: De i 0-15132 . Income: 2 Insaiatio1( Pvlyisocyaaarate, mechanically faster or hot mopped, any. thickness. Bast Shoot: GAPGLAS Stre:av ert EranikaGor Venting Bast Shed.) or Type G2, hot mopped Ply Sheet: Two ormorc pfies Type GI or Metal l Mop Smooth. or Rnbe oid 20, hot moppe Membrane GAPGLAS1 icratStufa eGapShod,hotmopped- !rainy qty nose oaths above, please contact the vaitcr. Very truly yours, "\,---V61,004 Douglas C. Miller Engineering (Imp Leader Fine Protot:iaa Division • .•• • • • • •••• • • • •• • • •••• • • • • • • • • • •••• • • • • • • • •••• •`• • • • • • • • • ••• • •• • • • •••• • •••• • • •••• • • • • • •• •• • .• • • • •- • .0 •• • • • • . not4c Ottrszts MIA MMADE 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 p� endorsement of any product, for sales, advertising or any other purposes shall auto natioally tetivi We this NOA. Failure to comply with any section of this NOA shall be cause for terminatiorrand remoeal of NOA. ..•. • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade avunty, Flgrj4§, and followed by the expiration date may be displayed in advertising literature. If any peroion of Thy A 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 m 3 turer (Alit/ distributors and shall be available for inspection at the job site at the request of the Wilding Meal. • • . This NOA renews and revises NOA No. 03- 0501.05 and consists of pages 1 thro gh' 19r • • • • • • •. The submitted documentation was reviewed by Jorge L. Acebo. 1 "" MIAMIOADE C • UNTY APPROVED NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Roofing BUR Wood -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak BusterTM MatrixTM 307 Premium Asphalt Primer GAF Mineral ShieldTM Granules Leak BusterTM MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterTM MatrixTM 322 Elastomeric Roof Coating LeakBusterTM MatrixTM Select Asphalt Emulsion Fibered 306 Leak BusterTM MatrixTM 204 Wet/Dry Roof Cement RUBEROID® Modified Bitumen Flashing Cement LeakBusterTM MatrixTM 201 Premium SBS Flashing Cement GAFGLAS® #75 MIAMI. D • LINTY APPROVED Test Dimensions Specification 3, 5, 55 gallons ASTM D 41 60 & 100 Ib. bags ASTM D 1863 5 gallons ASTM 1227 I, 5 gallons 55 gallons 55 gallons 1, 5 gallons ASTM D -4586 ASTM D -3409 5 gallons ASTM D 4586 5 gallons Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion fibered. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhe§ ojto wet and dry surfaces • • • • • •• ..' Fiber reinforced, polynAr.t iodifed�Felgahing cement • .... • • .... ASTM D 4586 Asphalt flashing Cement. 39.37" (1 meter) ASTM D 4601 wide .... • • • • • •... •Asphalt impregnated angl •coated glass,mat . base sheet. • • • • • . •••• • • •••• • • • • • .• • • • • • • • • • • .• • • •• NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 2 of 19 Product GAFGLAS® #80 ULTIMATM Base Sheet GAFGLAS® Flex PlyTM 6 GAFGLAS® Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® EliminatorTM Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT® EliminatorTM Nailable RUBEROID® SBS Heat- We1dTM Smooth RUBEROID® SBS Heat- We1dTM Granule RUBEROID ® SBS Heat- We1dTM 170 FR RUBEROID® SBS Heat- We1dTM PLUS RUBEROID® SBS HeatWe1dTM PLUS FR RUBEROID® SBS Heat- We1dTM 25 RUBEROID® Modified Base Sheet Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (l meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Various 39.37" (1 meter) wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide I meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 39.37" (1 meter) wide Test Specification ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D 3909 ASTM D 4897 D3672 ASTM D 4897 D 3672 ASTM D -6164 ASTIVI D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D4601, Type II, UL Type G2 BUR Product • Description Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT' EnergyCoteTM. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated yvjtt . polymer modified asthaltand suff od•with mineral granules. • • • • • • Non -Woven Polyestd&fl ttoated with fire retardant polymer moNted asphalt alid surfaced with minergl,grnu � les. • • Non - Woven Polyester mt.coatedwith, polymer - modified asphalband sn3ooftl: surfaced. • • . • Premium glass fibereinfotced WS' •. modified base sheet • • • "" •• • •• .. • • • •• NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 3 of 19 • • • • • • • • Product RUBEROID® 20 RUBEROID® Mop Granule RUBEROID® Mop Plus (Granule) RUBEROID® MOP Smooth RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® TORCH PLUS (Granule) RUBEROID® TORCH FR RUBEROID®170FR TORCH RUBEROID® 30 RUBEROID® 30 FR RUBEROID® ULTRACLAD® RUBEROID® Dual FR Vent Stacks (metal and plastic) Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39•.37" (1 meter) wide 39.37" (1 meter) Wide Test Specification ASTM D6163 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 5147 ASTM D 5147 .ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 TAS 100(A) ASTM D 1929 ASTM D 635 Product Description SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Asphalt impregnated, coated felt, surfaced with mineral granule. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. • • • • Non -woven fiberglah rndtcoatedhaiefire retardant polymer modifie1 asphaltatld surfaced with mineral go ules. Woven fiberglass matceated wit1J Jymer modified asphalt aridsuxdaced vrffitb • •' aluminum, copper dl°'ess steel foil. Non -woven polyesty; ant fiberglhss ntat coated with file retarcraVt; polymer Modified asphalt and surfaced with minertj rpiules.• One way valve vent'Adao relieve wilt -up• pressure within the roof system. 4411 Vent Stacks are available in metal or plastic. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 4 of 19 • • Product Leak BusterTM MatrixTM 302 Non Fibered Aluminum Roof Coating GAF Built -Up Roofing Asphalt RUBEROID® MOD Asphalt, Asphalt L & Asphalt P Leak BusterTM MatrixTM 602 Leak BusterTM MatrixTM 715 LeakBusterTM MatrixTM 531 WeatherCoteTM SeamCoteTM FireOutTM VersaShield® VersaShield® FB -1S VersaShield® FB -2S TOPCOAT® FireShield® MB Leak BusterTM MatrixTM 201 SBS Flashing Cement Leak BusterTM MatrixTM 102 SBS Adhesive Leak BusterTM MatrixTM 202 SBS Flashing Cement Leak BusterTM MatrixTM 203 Plastic Roof Cement Leak BusterTM MatrixTM 103 Cold Process Adhesive M WADE • UNIV. APPROVED Dimensions 5 gallons 100 Ib. cartons, bulk 60 Ib. kegs 5 gallons 5 gallons 2 gallons 2, 5 gallons 5, 55 gallons 350 sq ft. roll 350 sq ft. roll 350 sq ft. roll 5, 55 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Test Specification Product Description ASTM D2824, Non - fibered aluminum pigmented, asphalt Type 1 roof coating. ASTM D3 I2, Types I, II, III and IV proprietary ASTM D -412 ASTM D -21 -96 ASTM D 1475 ASTM E -1644 ASTM D3019 ASTM D3019 ASTM D4586 ASTM D4586 ASTM D3019 Interply mopping and surfacing asphalt. SEBS modified asphalt. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Elastomeric roofing membrane. Low VOC, fire barrier coating. Non - Asphaltic Fiberglass -Based Underlayment. Non - Asphaltic Fiberglass -Based Underlayment. Non - Asphaltic Fiberglass -Based Underlayment. Elastomeric roofing membrane Cold Applied Modified SEBS Asphalt Adhesive - Flashing Grade. •••• Cold Applied Modified SIBS Asphalt• Adhesive. • • • • • • • • • • • • •••• Cold Applied Modified SEES Asphalt Adhesive — Flashing Glad i. •••••• •••• •••• Standard Plastic Asph *Roofing Oein;nt • • • • .•.. • Cold Applied Asphalt Agifipsive.. • • • • .• • • • • •..• NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 5 of 19 Product Leak BusterTM MatrixTM 303 Fibered Aluminum Roof Coating Leak BusterTM MatrixTM 304 Non Fibered Aluminum Roof Coating Test Dimensions Specification 5 gallons ASTM D 2824 5 gallons APPROVED INSULATIONS: Product Name EnergyGuardTM RA, RN Composite A & N EnergyGuardTM Fiberboard EnergyGuardTM Permalite EnergyGuardTM GAFCANTTM EnergyGuardTM Permalite Recover Board EnergyGuardTM Tapered Edge Strip EnergyGuardTM Perlite EnergyGuardTM High Density Fiberboard EnergyGuardTM Composite EnergyGuardTM Composite RA Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck', Dens Deck ®Prime, Dens Deck® Dura GuardTM Structodek SecurockTM MIAMI.' . ' E COUNTY APPROVED Product Description Fibered aluminum coating. ASTM D2824, Non - fibered aluminum pigmented, asphalt Type I roof :coating. Table 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board Perlite insulation board High density wood fiberboard insulation. Polyisocyanurate /wood fiberboard composite Polyisocyanurate /wood fiberboard composite Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Wood fiber insulation board Fiber reinforced roof board Manufacturer (With Current NOA) BMCA ' GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA genera • • • • • •••• •• •• • • generic • generic, • • • . a P GypsiArt Corp • • • • • •: '*nightgelotQx „•' Corpotation • • • • • • • • • •• • • • •••• • .• • .• • • • • •• • • • • • 0000 NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 6 of 19 APPROVED FASTENERS: Fastener Number 1. 2. 3. 4. 5. 6. Product Name Drill -TecTM #12 Standard, #14 and #15 extra Heavy Duty Fastener , Heavy Duty Roofing Fastener Drill-TecTM ASAP Drill -TecTM #12 or #14 Standard screws with AccuTrac Plate Drill -TecTM Galvalume Plates Drill - TeeTM Polypropylene Plates Drill -TecTM AccuTrac Plate EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. IRT of S. Fl. MPAMI.DADE COUNTY APPROVED TABLE 3 Product Description Insulation fastener and Base Play fastener for steel, wood & concrete decks. Pre - assembled Drill - TecTM Fasteners and metal and plastic plates. Base sheet fastening assembly. Round Galvalume stress plates. Round polypropylene stress plates. Square Galvalume® coated steel plate. Test Identifier J.I. 2B8A4.AM J.I. 3B9Q1.AM J.I. ODOA8.AM J.I.ODIA8.AM J.I.0Y9Q5.AM 3029832 GAF- 012 -02 -02 GAF -020 -02 -01 02 -005 02 -014 Dimensions Various Manufacturer (With Current NOA) GAF Materials Corp. Various GAF Materials Corp. Various GAF Materials Corp. 3" and 3 ' /z" GAF Materials Corp. 3" and 3 '' /2" GAF Materials Corp. 3" Square GAF Materials Corp. Description Date 4470 07.02.97 4470 01.08.98 4470 07.09.99 4470 - TAS 114 07.29.94 4470 - TAS 114 04.01.98 4470 - TAS 114• (0•li @7 Physical Properties▪ ' • • • :1,6681 • • ASTM D 4977 • Or0,1.02 TAS 114 .... 0t'1''.02 AS 114 ••••• • 017.6Q2 • • • • • • • • • • • .. .. .. .. • • • • • • • • .... . . • • .... • • • • • • .. • • .. • • •. • • ... NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 7 of 19 Deck Type 1: Deck Description: Wood, Non - insulated 19/32n or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield ®Non- Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat- We1dTM Smooth or RUBEROID® Heat- WeIdTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4, 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 lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, 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 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 —4S 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 52.5 psf, See General Limitation #7) GAFGLAS® #80ULTIMATM, RUBEROID® 20, RUBEROID® Mop Smooth, base sheet attached to deck with approved PA" 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 mgpllrane. (Maximum Design Pressure —60 psf, See General Limitation #7) • • • • • • GAFGLAS® #75 Base Sheet or any of above Base sheets jt hglaed to tilpp with • • Drill-TecTM #12 standard, #14 or # 15 Screws and 3" DrUlatelM steel plate or • • Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One rorwis k.the 2: €kle lap. • • The other rows are equally spaced approximately 9" o.c. lathe field of h sheet. • • (Maximum Design Pressure —60 psf, See General Limifdtrl #i7) ' IAMIOADE COUNTY APPROVED • Any of above Base sheets attached to deck approved annp[lg shank trails • and 3" inverted Drill -TecTM insulation plates at a fastenef spacing of 4" Mat • • • the 4" lap staggered in two rows 9" in the field. • • • • .. • • •. • • (Maximum Design Pressure —60 psf, See General Limitation #7) . • NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 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 —7S psf, See General Limitation #7) Ply Sheet: 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 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS ®EnergyCapTM 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. Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs./sq. and 300 Ibsisq. 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 gal./sq. 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 galJsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building CosIsso Maximum Design Pressure: See Fastening Above • • • • 0040• • • • • •• • • •• • • • •••• • • • • • • . • • • • • •.•. 000• • • • • • • • • • • •• •• •• •• • • • • • • • • •0•• • • • • •000 • • • • • •• • • •• • • • • • • ••0• 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 1/4" Dens DeckTM or ' /Z" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer 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 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with, approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 121bs. /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 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum 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 Floti .jegistered Professional Engineer, Registered Architect, or Registered Roof Consultant f When this* limitation. ids... specifically referred within this NOA, General Limitation #9 will notlte applicgtl4et). ." 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing terfdthtion deli fi$ shall g p p conform with Roofing Application Standard RAS 111 and applicable windgloacCv.gpiremenA... 9. The maximum designed pressure limitation listed shall be applicable to all roofogsture zchles,Vt. fief.... perimeters, and corners). Neither rational analysis, nor extrapolation shall be portbiited for onharced • • fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When tfits limitation is specifically referred within this NOA, General Limitation #731tflt NA be ap licable.) '. 10.. All products listed herein shall have a quality assurance audit in accordance with the Florid a s tikling • Code and Rule 9B -72 of the Florida Administrative Code. • .. MIAMI.DA • E COU TY APPROVED END OF THIS ACCEPTANCE .: is NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 • •••• • • •. • • • • • •. •• • • • . • .... • • •••• • • • • . • • • • • •• •• • • • • • • • •• • • • •••• • • •• •• PERMIT #: SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 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 (AIIJ). This NOA shall not he valid after the expiration date stated below. The BCCO (In Miami Dade County) andor the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NO4 is displayecial it shall be done in its entirety. • • • NSPECTION: A copy of this entire NOA shall be provided to the user by the manufac4-41444 its distrillutors 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 Polypro® AH 160 N/A N/A Foampro® RTF 1000 ProPacke 30 & 100 N/A Test S pecifications TAS 101 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 A1-1160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Note: Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise ." • 0.08 Lbs./Ft2 • • • • • .•.• • • • •. 3.1 Petro / Inch • • • •+0.07% Volume Change @.- oQ;1',, 2 weeks. • +6.0% Volume Change @15$x.. 100 %.. . • Humidity, 2 weeks • •••• ' 86% ..'..' • The physical properties listed above are presented as typical average vales aa.determincd 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-IPA 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 -062b[ I J 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® AH 160 shall solely be used with flat, low, & high tile profiles. • • • • • •.•..' • • • 3. Minimum underlayment shall be in compliance with the Roofing Application Standard•RAS / 2 4 ; 1 . • •. • • • •••• 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH 160 roof the adhesive with their tile assemblies shall test in accordance with TAS 101. • • • • • • • • •••• • •. • • • • 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roofiifeadhesivQ With • their tile assemblies shall test in accordance with TAS 101 with section 10.4 as maadifiGd herein.. • • • •. • • •.•. • 'F• • • • ••..• • • 2 •• • • .. • • F'= .. • MS NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page 3 of 7 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 Polypro® AH 160. 2. Polypro® A11160 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. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "13" component shall be maintained betwccn 1.0- 1.15 (A): 1.0 (B). The dispense timer shall he 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® AH 160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be m accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail #1 Single Paddy Weight Min. (grams) 35 Two Paddy Weight per paddy Min. (grams) - N/A Flat, Low, High Profiles High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan 24 N/A •__ • •, : NA. ' •' Flat, Low, High Profiles #2 Flat, Low, High Profiles #3 ...$.. 41.704 • LABELING: • • • •••. • All Polypro® AH160 containers shall comply with the Standard Conditions list Mein. • • 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 a ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Place enough adhesive to achieve 17 to 23 UDt coal 2s4's for square inches in con'ad with Ric pan hie �D I'M." appticaUons 2) Turn covers upside down Place adhesive 112 ii To 1 in From ou'side edge at G.er tile. Then install the tale. Undlerlayment Nail through plastic cement bpi afeoeave course cover tile. Abut to second comae of �aadcoverSea areadot Noah at cave Ina. Eave dosaae YYWhole (mortar dm) • • OpEonal hide, (faW on lengaudfnal • ••• • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • • •• • • • •••• • •• • • • • • • • • • • • •••• • • •••• • •• • • • • • •• NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 • •. • • • •• • • • • • t s. ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Fascia Weephote Eave closure Drip edge • • • • •••• • • • • •• • • •• • • • • • • • •••• •• • • • • • • •••• • •• • • • • •• •• • • • • • • • • • • • • • •••• • • • • •••• • • • • • •• • • •• • • • • • • ••• NOA No.: 06-0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page 6 of 7 • ADIIESIVE PLACEMENT DETAIL, 3 DOUBLE PATTY Nag through plastic cement Paddy (between tile) Paddy (under tile) x3x i n. Single paddy on under - layment Single paddy under tile Single paddy on top of tile Eave course 2 in. X7 in. medlum sae paddy eave Fascia course only Nag through plastic cement Underlayment 1 Single paddy under tile Single paddy between tile 2 le. x 7 in. medium size paddy eave course only t 3 in. x 3 in. Single 4 in. paddy on under - layment Single paddy on top of file Eave Course Fascia Weephole Eave closure Drip edge Nail through plastic cement Single paddy between Me r i'n. x 3 In. Single paddy on underlayment Single Paddy on top of tile Fare Coarse ••. •• •••• Eave Closure �••• • • •• •• • 2bt In. • •i • • • • • sae paddy save course only Pasch •• • • • • •••• • • • • •••• • •• • • • • • • •• •• • • • • • • • • • • •• •••• • • • • •••• • • END OF THIS ACCEPTANCE • • • • • • •••• NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7 •••• • • • • • • • • •• • • •• • • • •••• • • • • • • • •• •.•• • • • • • •• • •••• • • • • • • • • • •• •• • •••• • • •••• • • • • • • • PERMIT : R,� -q °i'4. Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT G 9/f � SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS