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RF-07-332 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 140506 Permit Number: RF -2 -07 -332 Scheduled Inspection Date: April 16, 2010 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: HILL, SONIA Work Classification: Tile /Flat Job Address: 123 NW 102•Street Miami Shores, FL 33150- Phone Number Parcel Number 113101022007 Project: <NONE> Contractor: ZARA INC Phone: 305 - 856 -6123 Building Department Comments TILE AND FLAT RE ROOF Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 140420. CREATED AS REINSPECTION FOR INSP - 40856. VOICE MAIL Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 15, 2010 For Inspections please call: (305)762 -4949 Page 16 of 23 4 14* 1 G Miami S hores V illage nmM Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 IORWp' Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit # — ® DATE: INSPECTION AFFIDAVIT I ® licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: tom. (26 (2— 62 n i � ° On or about `5 , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at a°.3 A 1 141 '0 �- (Complete Job Site Address) Based upon that ea iiiation I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based ory (844 F.S) e, Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this day o a'0 <•o �'� , Samantha A. McCann Notary Public, Sate of Florida at L r =* Commission DD587978 a ae�ep'yFew- aft, I M 2 70® *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each inspection Revised on 5/21/2009 i M iami S hores V illage Building Department 10050 N.E.2nd Avenue Ripe Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: d *4.20 6 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: Property Address: Roofing Permit Number: Dear Building Official: I certify that I am not required to retrofit the roof to wall connections of my building because: he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 tion of the Sou lorida Building Code (1994 SFBC) J I a 4,1 ignature Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he /s is the owner for the above property mentioned. Sworn to and subscribed before me this / day io 9%b Samantha A. McCann =' Commission # DDS87978 Notary Public, Sate of Florida at Lar - ExPirGe August 22, 2010 9®1@ When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5121/2009 -OProperty Information Map Page 1 of l My Home Miami -Dade County, Florida -.� MIAMI- E Property Information Map S mmary Details: Folio No.: 11- 3101 -022 -0070 Property: 123 NW 102 ST N ailing SHELTON A HILL &W SONI ' Address: 123 NW 102 ST MIAMI FL 3150 -1231 lw,ti31so s ' , Property information: Primary SINGLE FAMILY , 14 ne: RESIDENCE 001 RESIDENTIAL- s ` INGLE FAMILY s: 1 N s: 1 ta e: 1,490 00 SQ FT 1 1953 OLD CREST A SUB PB 1 -56 LOT 16 AND E1/2 h Legal OF LOT 17 BLK 1 LOT Description: SIZE 75.000 X 108 OR 19808 -1942 07 20015 N a7T OR 19808 -1942 070101 Assessment Information: 2009 1 2008 Land Value: $133,798 W222,9981 �s, �• . �� Building Value:_ -_ - $122 Z14 124 345 347 343 Digital Orthophotography - 2007 0 ssessed Value: 21 $86,235 Exemption Information: This map was created on 4/15/201010:03:56 AM for reference pu only. ear 1 2009 2008 Web Site © 2002 Miami -Dade County. All rights reserved. Homestead: 1 $25,000 $25,000 nd Homestead: I YES I YES Taxable Value Information: f ear: 2009 2008 C d r _. Applied Applied T axing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,000/ $50,000/ $36,321 $36,235 ounty: $50,000/ $50,000/ $36,321 $36,235 ity: $50,000/ $50,000/ $36,321 $36,235 School Board: $25,000/ $25,000/ $61,321 $61235 Sale Information: S ale Date: 7/2001 S ale Amount: 0 S ale O/R: 19808 -1942 S ales ales which are Qualification isqualified as a result of Description: xamination of the deed View Additional Sales http: / /gisims2.co. miami - dade.fl.us /myhome /printmap. asp? mapurl= http: / /gisims2.miamidad... 4/15/2010 CIVI L Reileh. n '' Corp. (Consulting Engineer) P.O. Box 22011 Hialeah, Florida. 33002 ENGINEER Tel:305- 823 -8008 Fax:305- 823 -3300 April 13, 2007 Zara, Inc. 420 Southwest 18 Road Miami, Florida Project: ROOF TILE UPLIFT TEST REP_ OR`,l' Residential Horde 123 Northwest 102 Street Miami, Florida Information provided by client: 7 Permit Number: 207332 dlr Date Completion: April 05, 2007 Roofing Contractor: Zara, Inc. Project Number: 07 -1226 (Testing Laboratory Certificate #06- 0501.15) Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at e above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No. 106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of file used for this project was reported to be Brazilian Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) the in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area and (1) in the comer areas were conducted. Based on our test results, we conclude that the installation Of the rpofti ee I at�th� above referenced project meets the test requirement. outlined to thel above'= rneittcneircitool. Attached please find a copy of our test report for reviewF . . 3 Reileh Engineering Cor poration appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation �7 M iamad Sonny Salleh, P.E.49014 i Project Manager j TILE UPLIFT TEST Residential Home 123 Northwest 1172 Street Miami, Florida Reileh Engineering Corporation -- Project Number - 07 -1226 — Page 2 of 6 Report of TILE UPLIFT TEST for ResidentiVil Home 123 Northwest 102 Street Miami, Florida Project Number: 07 -1226 Test Number Test Load lb Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Reileh Engineering Corporation -- Project Number - 07 -1226 — Page 3 of 6 Test Number Test Load b Test Status t 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass Reileh Engineering Corporation -- Project Number - 07 -1226 — Page 4 of 6 Test Number Test Load Ib Test Status 55 35 Pa ss 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass 79 35 Pass 80 35 Pass 81 35 Pass 82 35 Pass 83 35 Pass 84 1 35 Pass Reileb Engineering Corporation -- Project Number - 07 -1226 — Page 5 of 6 I I • Test Number Test Load lb Test Status 85 35 Pass 86 35 Pass 4 87 1 35 1 Pass Reileh Engineering Corporation -- Project Number - 07 -1226 — Page 6 of 6 �V NOPTH 67 66 65 61 - 60 79 63 62 55 78 54 68 76 74 72 58 84 75 55 52 69 41 57 85 42 56 70 'A 47 8fi 45 51 60 19 1 0 IS 35' 20 15 46 40 86 21 22 24 29 44 82 11 DO 87 5 45 26 28 10 25 55 g 8 4 91 � 57 al 9 27 56 I 2 fi 12 0 14 fit 55 54 07 -1226 APPPDX. p00P Tt5T WCATION5 ANn nIM51ON5 l/ d'1ilY 9R tl 7 Btf BOA C.S. - Ic / �y1p�j ��ry[{ �y C .. •::::i ?'•' .': vi: ':: :::•: "::.': .. 1. av xpi i.:'•i::• :: :.. i t .kit' •. .. <: :.':: #:' p " �' • • •. 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AYV.A'M A �yM�y► S •Mlll( IM 4Aer��.' l l•en' YF:.'T I P i I i t -r. - -- - - - --- - - - - ......- -rr.r. .r r.a'r+n m i MON�t�f r -� r .:. 3015$7-6 Rl TW€ i ;i�3T 8d 1LE — IsE(ylFd4Y A / LOt3ATWI+1 STAB . 420 SW 10' TERM 33129 MIAMI O* MA INC WOR KER/`S 'L $ � J � , BUILIDI CONTRACTOR �. 04LY A IW k 03�11 oas DO NOT FORWARD Nail t a YOY++ea ZARA INC " A JORGE E ZARAGUI PRES ' 420 SW 1S TERR MIAMI PL 33129 e rax 09 1 28/2009 62,29 -. l, �lta�tlto+ ��1!«!►!!,l ► � ,il!!!��«F!,l,t�!! „l.Ill� SEE OTHER SIDE c agffW4CATE N0, I OATS ,A�-C OHa CERTIFICATE OAF LIABILITY INSURANCE ��- l i6DDD12- 9s1 ►�zD ¢ /. 10 2:D3 PROMICER TYIIS CERTIFICAn IS ISSUED AS A MATTER OF INFORMATION 1Ji.ghpoint Risk ses -:LrA& I.= ONLY AND CONF RS NO RIQW8 UPON THE CERTIFICATE 141.60 DaS18A ParkW*y 0500 HOLDR, THIS CERTIFICATE D093 NOT AMEND, EXTEND OR Doxus, CC 7$254 one (800) 632 - 50% INSURERS AFFORDING COVERAGE IPMRBD: g14B 1 /c /f: MURES C and Cogualty 1ASAX5 _a ce C 7ARA, INC.. INSURER 9; 420 R.W. 18TH TERRACC INSURER C: MIAMI, FL 33129 MM D (305) a98 -6123 Fax: 13051 285 -1698 INSURER M THE PpLxzs OF WMAME USPQD BELOW HAVE BEEN ISSUED TO THE MWRED NAMW ABC" FOR THE POLICY PBRIOD INDICATED- NO {B►"TANDIN6 ANY RGQMwtlI0T, TRw OA CONwrioN OF ANY CONTRACT OR OTHER DCUMENT WITH ftWWT TO VJW% This ORMIROATE MAY SRc ISGUW OR MAY PERTAIN TH6..AN09 APPOROEP HY ThM POWOM DEWRMM HERON IS SUSAW TO ALL TliE COS, WtCLU6XM AND CONDIT(CNB CF SUGH POWqHN. AGGREGATE UMn MOWN IYIAT WAVE BHBN REDUCED BY PAID Ct. POWCYNUA/BER ICY EACH OOCUFMMW 9 G ERAL LIANUIT OD�O1AL 06NI�R 1 VN UTY NFlE OANIAGE (M OAD FH9) 3 CLAIMS NWDE [:] OOCUR I4ED F11P (A�+q mre Ban} ouNAIa ACNiWUT+Y s - - OEA®RALAQORE9ATB B MWL AGGREGATE LM APPLIE6 PER: PRODWTB • COMPIOP A@4 IB POUCY M M LCO AUTOM061LB LIABILITY c a w x k wD SI NLILE UAIT $ (�cDdOBnO ANY AUTO K4OWNCDAUTCE WMILY NAM $ SOKEDULED AUTOS RAW AU`= 90DILY INIM 9 (PoraWDeMI NON-OWIM AUTOS MOPMM DAMA06 $ (Per nmttlDeD AUTOONIY • QAp�ID�tl1 8 GARAGE LIABILfTY ANN AUTO OTIIERTHAN CA O S AUTO ONLY: AdA S 1ACPI COO tM4GE $ P.XOM UABILITY S WOUR M C LAIMSS MAW AGGREGATQ S bEDLICT1aLE � AMNTIRN $ W 3T WOMMIRSCOMPENaATM AND 04/01/2010 04/01/2011 X P„pgPLOVERVUARILTTY wC77779990901 EL EACHAd00W g 100000b A F- L,I]wmr=- E,1a9dpulyE6 6 1000000 E,L DISMASE - UCYtMT 0 1000000 OTHER un4rta 6 uwl7s $ DE=MPMNOPOPWAYfOI*/1Al:ATjWME ICLFAM IM AV=Iyy WMRBM EN7MPWALP$tO=IOM 1. Thi3 C rtiE OAttI email} in 9f46Ct provided t he C l,en `3 pC¢Ount iS itz 00d SCandill? tNith Cod rage �0 D0 p OV ded Par Any emAl�yee for which tl Cient no reB$r/8jn7.Ol�gt'v9 0 App�iOZ to 1001 0 t o CTM1ployeea Of AAk� leased to 7,A[tH, F C., a eet ve AaDCRCNAL INg11R0DI INSUT�R 1FsTTEFk 9NOUL9 ANY OF THE ABOVE oE90rt M POLL BE CANCELLID WPORE TN6 01MRATION oAT6 TNSREOR TW =U 1NG IMAM 'MLL EMREAVOR TO MAD, 30 DAYS WMrrm t e=K TO THE OEftnMATB H01 DER NAM0 107M LEM Rte' FAD.UAE TO 00 go SHALL MIAMI C,NORZs VILLAGE, iMPOSE NO OSU6ATION ON —SUM OF ANY tats UPON T" CNBURF-R, no AQWM OR P: (305) 196 -37.04 8:13051 746 -8912 RrPRBSENTA11VES. ATTU. PERMIT DEFARTNT MOD HE 2 AVL AUTHOn¢EOnEPMBNTATWE MIAMI FL 33138 C ACORI.I COMORATION 1988 ACORD 25-$ (y/M DATE{NlridlDDlYYYYj ACDR CERTIFICATE OF LIABILITY INSURANCE 0 PROMXMR THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION INSURA7 OF DADS ONLY AND CONFERS NO PJGW S UPON THE CERTIFICATE HOLDER. TTIis CERTIFICATE DOES NOT AMEm. EICPEHD OR 9905 'NN 116 Way Suite 215 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Medley, FL 33178 (3 05)818 - 10 18 INSURERS AFFORDING COVERAGE NAIC# BRED ZARA INC MURER A HAOTILUS INSURMCF, CO. INSURER B: 420 SW 18 TERRACS INSURER C: MIAMI, PL 33129 INSURER O: INSURER E: COVERAGM 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 OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERnFiCATE 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.AGGREMTE L&ATTS SHOWN MAYHAVE BEEN REDUCED BY PAID CLANS. _... TM INWRANCE l POLICY NUMBER P UkSTS GOMRAL LIABILITY EACH OCCURRENCE S 1,000, CgNNIERCIAL GENERAL LIABILITY PREMMES Ea *=pence $ CLAIMSMADE ®OCCUR NEDEXP(Awomp m) $ 1 0 A 8 OL2007- 759 -01 12/15/09 12/15/10 PER$ &MYINAIRY $ 1,00Q, 000 GOAL. AGGREGATE $ 1,000, 000 GENE AGMvXAATE LIMIT PM PRODUCTS- CMW1OPAGG $ 1,000. PO= LOC AUTOMOSULIAB&M COI O $IINLiLE LIMIT ANYAUTO $ ALLOWNEDAVTOS GOMYINJURY SCHEDULED AUTOS $ HItEDAUTOS BOOII.TBNUURY NoN- OwNEOauros PR $ GARAGELVVasty AUTOONLY- EAACCIDENT $ R ANYAUTO OTHER EAA= $ AUTOONLY: AGG $ EXC.ES&ft1MBiE1.LA I IMN ffY EACH OCCURRENCE $ _. OIX UR 0 CLA011i8MADE AGGREGATE $ $ DEDUCTIBLE $ 105teNTION S $ STATIU- %VOMMSCOMPENMrONAND maymm EMPLOYERS' LIABILITY EL EAC ACCIDENT ANY PK0PA 4"ARTNMVMMC1nW 4 $ EKMJ -R In EL DISEASE - EA EMPLOYEI S gr8w PRI10 talaw �C�. E L. DBE- POLICY LIMIT 16 OTHER DESCRUMM OF OPEPATIONS ILOCATiONStVEHICMI EXCLISIONSADDED BYENDORSEMENTISPECIALPROVM" CERTIFICATE HOW ER CANCELLATION SHOULD ANY OF THE ABOVE OESCROO POUCXES BE CANCE BEFORE THE EXPIRATION MIAMI SHORES VILLA DATE THEREOF, THE IMMS INSURER WIL ENDEAVOR TO NAL DAYS WRITTEN 10050 HE 2 ABA NOTLC£ TO CERTIFICATE FCW)F TO THE LEFT, BUT FAmURE TO DO SO SHALL M1MU SHORES, FL 33138 =E NO Tt�J OR UAj= U PON THE INSURER ITS AGENTS OR REPRESENTA AUTHORIZED A ACORD2b(�MOB) OACORD CORPORATION 1988 - I r` Miami Shores Village 8 Building!, Department MAR g 21 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 11Y a Tel: (305) 795.2204 Fag: (305) 756.8972 I BUILDING Permit No. o -o 5f — PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Title 1 Phone # Owner's ddress a"� City State �_ Zip Ten see Name Phone # i Job Address (where the work is being done) Ida City Miami Shores Village County . Miami -Dade Zip d FOLIO / PARCEL # - s W O/ — ® c — "20 Is Building Historically'Designated YES NO Contractor's Company Name Phone # 656) Contracto City State _ Zip . -=->/ 2 — Qualifier Name Phone # (`�x9 �I7� State Certificate or Regis tion No. Certificate of Competency No. Architect/Engineer's Name (if applicable) - Phone # Value of Work For this Permit $ 4d ag Square / Linear Footage Of Work: az1 Type of Work: E3Addition ElAlteration FINew i- epair/Replace Demolition Describe Work: i Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ PBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 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 comm ement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued n t e absence of such posted notice, the inspection will not approved and a reinspection fee will be charged Signature Signature A- Owner or Agent Contractor The foreg g instrument was acknowledged befe me is The fore ing instrument was acknowledged before me this day of 20 b -777 , day of 20 f�, b� who i personally known to me or who has produce who ' ersonally kno=me ho has produced As identification and who did take an oath. as identification and who did take an oath. o _. J NOTARY I:IC: NOTARY L C: Si • S i am Print: 4 4 ii Commission # D Print: �* �► Commission # xpires uguet 22, 2010 xpires ugust 22, 2010 My Commissiof ! pig r +• . , yes My Commist ' smyFn • Iftanw, ft W.385ao1® APPLICATION APPROVED BY: �/��� Plans Examiner Engineer Zoning (Revised 02/08/06) Inspection Worksheet Miami Shores Village i. 10050 N.E. 2nd Avenue Miami Shores, FL zk Phone: (305)795 -2204 Fax: (305)756-8972 Inspection Date: 04/10/2007 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Tile In Progress Owner: HILL, SONIA Work Classification: Roof - New Job Address: 123 102 Street NW Miami Shores Village, FL Phone Number Parcel Number 1131010220070 Project: <NONE> Block: Lot: Contractor: ZARA INC Phone: 305-866-6123 Building Department Comments TILE AND FLAT RE ROOF APR 1 12007 V Inspector Comments Passed Failed Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Monday, April 9, 2007 Page 1 of 2 Inspection Worksheet Miami Shores Village 1. _ 10050 N.E. 2nd Avenue Miami Shores, FL �� Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/20/2007 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Hot Mop Owner: HILL, SONIA Work Classification: Roof - New Job Address: 123102 Street NW Miami Shores Village, FL Phone Number Parcel Number 1131010220070 Project: <NONE> Block: Lot: Contractor: ZAIRA INC Phone: 305- 856 -6123 Building Department Comments TILE AND FLAT RE ROOF MAR 2 12007 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-40853. No one working on roof, no 90# mopped. Inspection not cancelled. 3/16/07 CG. Failed PAID RE- INSPEC ON 3/19/07 MLD Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Monday, March 19, 2007 Page 2 of 2 A Inspection Worksheet w ill a te. Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 i h r _ ' a Inspection Date: 0311612007 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Hot Mop Owner: WOOLFOLK, VANDRA Work Classification: Roof - New Job Address: 123102 Street NW Miami Shores Village, FL Phone Number Parcel Number 1131010220070 Project: <NONE> Block: Lot: Contractor. ZARA INC Phone: 305 - 856 -6123 Building Department Comments TILE AND FLAT RE ROOF MAR 19 2007 Inspector Comments Passed El No one working on roof, no 90# mopped. Inspection not cancelled. 3/16/07 CG. Failed E]_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, March 16, 2007 Page 2 of 2 ar. Inspection Worksheet Miami Shores Village sx o fffHmt 10050 N.E. 2nd Avenue Miami Shores, FL � d4� ~ ! Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/15/2007 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Tin Cap Owner: WOOLFOLK, VANDRA Work Classification: Roof - New Job Address: 123 102 Street NW Miami Shores Village, FL Phone Number Parcel Number 1131010220070 Project: <NONE> Block: Lot: Contractor: ZARA INC Phone: 305- 856 -6123 Buildin De artment Comments TILE AND FLAT RE ROOF BAR 15 200 D1 Inspector Comments Passed ' V � k ""' Failed C� Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, March 13, 2007 Page 2 of 2 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Bill To SONIA HILL Invoice Number: RF -3-07 -27869 123 NW 102 ST Invoice Date: March 16, 2007 MIAMI, FL 33150 Permit Number: RF- 2- 07-332 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Permit Type: Roof / Work Classification: Roof - New Date Fee Name Fee Type Fee Amount 03/16/2007 Reinspection Fee Fixed $75.00 Total Fees Due: $75.00 Payments Date Pay Type Check Number Amount Paid Change 03/19/2007 Cash $75.00 $0.00 Total Paid: $75.00 Total Due: $0.00 Monday, March 19, 2007 M iami Shores Village �0 10050 N.E. 2nd Avenue °RO Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Permit Status: APPROVED Issue Date: 2123/2007 Expires: 08122/2007 Permit Number: RF -2 -07 -332 Owner's Name: VANDRA WOOLFOLK Phone: Permit Type: Roof Parcel #: 1131010220070 Work Classification Roof - New Block: Lot: Job Address: 123 102 Street NW Section: PB: Miami Shores Village, FL Contractor(s) Phone Primary Contractor Total Square Feet: 2200 ZARA INC 305 - 856 -6123 Yes Total Valuation $ 15,000.00 Re uired Inspections Additional Information Tin Cap Hot Mop Tile In Progress Up Lift Report Final Roof In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount Invoice Number Amt Due Amt Paid CCF $9.00 RF -2 -07 -27617 $325.50 Education Surcharge $3.00 Total: Permit Fee - New Roof $300.00 Scanning Fee $6.00 Technology Fee $7.50 A i ,. 0 8 PAIV Total: $325.50 Building Department File Copy NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Applicant Signature 11111111111 iilN 11111 1111! 11111 loll. 11111111 OR Bk 25400 P9 2090; t1P5) NOTICE OF COMMENCEMENT RE 02/27/20V 11:16 :05 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OFfM INSPECTION HARVEY RUVI N s CLERK OF COURT MIAMI-G+AGE .COUNTY FLORIDA PERMIT NO. TAX FOLIO NO .//--:51 LAST ' PAGE STATE OF FLORIDA: FL0':iD COUNTY OF MIAMI -DADS: • ;:rf� ..,lit! ?Ji ,`Le F /C, THE UNDERSIGNED hereby gives notice that Improvements win be _ \F Property, and in accordance with Chapter 713, Florida Statutes, the Is provided in this Notice of Commencement t 1. L al descrlptio of properly and treet/address: '0 r 2. Description of improvement: — 3. Owner(s) narftie qnd address: -2%2 Interest in property: Name and address of fee simple titleholder. 4. Contractor's name and address: SCE 5. Surety: (Payment bond required by owner"j"&6 &, Name and address: Amount of bond $ 6. Lender's name and address: i 7. Persons within the state of Fielida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Flora tutes, Name and address: 8. In addition to himself, ers design t6ssihe following person(s) to receive a copy the Uenoes Notice as provided_ In Section 713.13(1)(b), Florida Sta es. Name and address: 9. Expiration date of this Notice of omme cement: (the expiration date-Is 1 year from the date of recording unless a J . different date Is specified) Signature of Owner JORGE ZARAGOZI Print Owner's a Prepare -SW 18 TERRAC ITIT Sworn to an s 'scribed before me �R c n� x $79782 MIAMI., FL 33129 -1021 pires August 22, ZUTO '•F,we BotMOA 7my Pam - ftwa ". ft. app , 7019 Address. Notary Pub c '' Miami S ores Villa e C97m `I` g FEB 2 1 2007 Building', Department. 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 BUILDING Permit No. 07' 5 5,�- PERMIT APPLICATION �W �0, 1 d• 0D Master Permit No. FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Rogfmg Owner's Name (Fee Simple Titleh o W e ,� Phone # - ! - Owner's Address asa city tate Zi ° ty i p Tenag&essee Name Phone # Job Address (where the work is being done) zgzI d)• s City Miami Shores Village County . Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES No j Contractor's Company Name ZARA INCORPORATED Phone# � 45N � Contractor's Address 420 SVN is City 1 F � e 1 2 m Zip Qualifier Name Phone # '-?-'96 ° a7? - � 7- State Certificate or Re ' oration No. Certificate of Competency No. — Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ � Square / Linear Footage Of Work: g ;. Type of Work: []Addition ❑Alteration []New &epair/Replace ❑ Demolition Describe Work: 7 � �r�r��r��r��r�������r�r�� ,��e�c�r�a Submittal Fee $ Permit Fee $ CCF $ -I• �CyO� /CC Notary $ Training/Education Fee $ 0 Technology Fee $ I • (JlJ Scanning $ ! Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ a) .. See Reverse side -� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip " el 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 rochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of com encement roust be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issue, . In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. s Signature Signature Owner or Agent 0 The foregoing instrument was acknowledged before t4i s i T The foregoing instrument was acknowledged before 0e, is day of 20Q b day of = 20 Q by — who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOT Y UBLIC: NOT AR VOLIC: Sign: Sign: m ° `. ommission # M My Commission Expires: Commission # DD58797 << My Commission E " ?' u st 22, 2090 ' Expires Auy f P E xpir e s #�,% St *�, 20 1 # ��� APPLICATION APPROVED BY: u 0 Plans Examiner Engineer Zoning (Revised 02/08106) FEB 2 12007 E: Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form .11n A (General Infiormetion) Master Permit N f' ,, C Process No. x Contractor's Name ' O .0 Job Address J C v - ROOF CATEGORY m Low Slope ❑ Mechanically Fastened Tile X Mo A e ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wo h I s/Sh ikes ❑ Prescriptive BUR -RAS 150 � o' ROOF TYPE N ❑ New Roof Re- Roofing ❑ Recovering ❑ Repair ❑ Ma a S w i ROOF SYSTEM INFORMATION � Lout Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Ct D ) 2 6- Section n ijaoW plan) Sketch Roof Plan: Illustrate all levels and sections, root drains, scuppers, overflow ,scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. to see 0 609 •9 • • •••• • •• •• • 7 •• • d ••• • • • • • �,• �P ROOF A MOLIOSAND RDOFrOP STR REartda Building Code IftoM 2004 High- VolgoWi HUffloahe Iona tfnl*" Permit Applicatldn FW& I;turta�ng: �� - FM In sapeOc n►of' assempiy PAver t+e and Ideaft mantAecturer Fastener Spacing for Anchor/Rome Sheet Attoahnui t; (If a aompawd Is not tlsK Idantlty ae' "NA "') 2 ® eC� System 111ialltlt tur 9tlR1R I rl matew 1, 00 e Kp # Rom . ® -f#- o® Product A pprotral,N V 3.*- A-" -4 Garner; oa (� � f Ro w* .�.,. � o® Deign wind,Pressure% Fro ane: Number of Fasuners Per Insulation.I3oard: irlald - Peritneterr Corner ..,. . Design Pr essu r% from the speclfic Product Apprwai Nlustrao Coinponents Noted and i> Is ae Applidelbte: t?+t+ctt; Woatabioa trrg, Gutter, Edge Torminatlort, Strip Flashing, Type; Conthuous G eat, Cant Strip, Fuse Flashing, Counter - dW- A Flashing, Coping, Eta. QeugeRhtcttrtese: I"'�"► �' lntlioate: Mean Roof Haight, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener $Icrpe: - !' f'"B. A Type, Fastener Spacing or Submit Anchor/Base Sheet & No. of PIy(s): �A Anchor/Bass Shoat I"aetener/Bonding Material: a Insulation Base Layer: Bwo insulation Size and Thickness: Base Insulation Fadtener /Bonding Material: y Iet et ei ht Top Insulation Layer: Top Insulation Sbm and Thickness: Top Insulation Fastener/Bonding Material: Q • • • • •' • • _.#. �- 0.00. �1 R•• ••••i• y y(� �' 1 ) ...: Base Shea s & No, of PI s t ...... • . • • • Base Sheet F'astaner /Bonding Material: � • • r • • • • • • • •r•• • • r 0000• t • • 0000•• . •• • • 0000•• • Ply Sheage & No. of Ply r.R.Atu .irk- jY -3U (w -) n n ; • • • • ply Sheet Fastaner/13onding Material; p •.. . •. • •. . Top Ply: Top Ply ply Pastener/Boruilrlg Material: FLORIDA 9491-M 40 Ce:MF -- rrr. nLMO 16.33 MOM BWWIOq Gods 99 High wowy Hurrime zom fa ntbrm itrmit APPROM"n Form fiMo of Accoonce Number: M1ninrm ign W , 0 APR (Ftwn RAC 197 r aimlans): P maixl ; pff a m: pmaxa: Maximum Design Arse 4 OV V x 4 NO► Opea a m) MOOM of Tb Atteahmant. ,A. �. °a.� S� G pip Ulwad y+v "t. n�ul�tton: �- f9�f I re Mauler, na rear IWO a apns"; & mod. R +� Y _ • •••• 0.00.0 cap Me 0000.. a9'Inq Bering, �! • • 0000.. YPG & size Dd 0000 Min HW ftht: Qe; 0 00:00 •0.6•• • • • • ••0. 9060•• • • 69.0 • • E . ........ Florid Buildi Cade Edition 2004 High Velocity Hurricane Zone Uniform Permit Applioa#fan Form 1 19 (Ilia ON" For Atiom 11,%bt><eed We ems, alutoae either AWhod 1 or 2. Compared the values for M with the Values f m Wf It the M v a lues are prey r th or equal to the M values for each area of the noal, then the the attachment method Is acceptable. Moth Od 1 "Moment fad Tile Calculations Per RAFT 127" � alp (P,: x } " Mg: e = M„ *its NOA M, .� � V [ �� (P X /�. ma } " Mg: � M� IrIOA M AAethod 2 "Si mplifled Tile Calculations Per Table Salome Required Moment of Realsttattoe (M) From Table Bellow NOA M,...... M Required Mo new Reslatanow Afro Floe Haight Roof Slope 15 20' 26 30' 4a 2:1 3e4.4 38. 38.2 39.7 42.2 3:12 32.2 34,4 3f.0 37.4 3915 4:19 3 0.4 32.2 � 33.8 35.1 37.3 5:12 28.4 30.1 31.5 32.8 34.9 8:12 ^Q.A 28.Q 29.4 30.6 32.4 7:12 24..4. 95.9 27.1 28.2 30.0 *Must be used In conlunctIon with a list of moment "boded 'dIe systems erWorsed by the Brmwrd County Board of Rules and Appals. For UPIMMed Mlle systame UaO Ueftd a, If the Ft Ibamtparad floe values for Fn w hh the v011ues for F. values are f�O' then or dual to the F, Musa for each arm of the roof, then the the efacch►mOnt method Is +eptat". Method 3 e "i,Jplift -1 esedTile CAIculations Per RAS 127 (t't. x I: __, '"_ x w ) " W:..._., x cos 8: Fn: .� NO F' (po — x I: -- x w: ) - W;_....., x CAS 0: F NOA F' • • • • +..- .+_...• --- 1111.._ • D t4 t�IIAt�In Informabon •. •. • • • • • • •. • i • paai n Pressure • . • • . • I'1 or P2 or P3 RAt to ls p red by d an A8 71able 1 ar b an MW flrlQlnearbiQ enatya P - ! • Raar it to H Jab Roof • • • • • Ps Job Aarm�ttyneNo Multiplier QA ke 1111.. 1111.. t+x Msment due to M • RIGA • Attaahmew R+setalnrsc • • • • Re utred Iularrlerrrt Resistance IMUA • M Cstaulated • • • • • MlNmum Attaahmem iwaletanae , • • • • • • • • • � NQA •.• • R red tft Re stance F %Moulatar) A Too w NOA Too txmenstona l th NM AO cWaWsgans must be, aubm It m Width d tD the 5utidin Uffick�l st the tleno of perrrgt Qt�dAn. SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisio s of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of thel industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. S 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane.Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with ' respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renalling Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed ,!� accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 5 3. 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 should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: F�cposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. If 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. S. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. • • • • sees sees.. 7. Ventilation: Most roof structures should have some ability to vent atural airflow•mrottgh thq interigr of • • the structural assembly (the building itself). The existing amount of attic v til 'on shall nat be seduce& It rney be .... • beneficial to sider additional venting which can result in extending th rvi life of the•i;f.• • • • • sees .0 0 sees .. v ( � 60.00. . 0 0006• // . . sees.. // _ l 0e A 0* . sees.. er' gent's Sig ture Date Con ctor's Signatur • • • • • • • %" 0 GI ( . . sees sees.. sees • opert y Pen Number • Rev:112012005,Computer SeMoss, Building Department �9 MIA WD hDADE MLA &DADS COUNTY, FLORIDA A+ mo -DADS FLAGLER BUILDING B1JIMING CODE COMM MS, ONCE (BCCO) 140 WEST FLAGWt STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIANII, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE fNOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations .governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIU). 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 AHd (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. N this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AIU may inmed1ate1y revoke, modify, or suspend the use of such product or material within their jurisdiction. 'BORA reserves the right to revoke this acceptance, it it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Flmida Building Code, DESCRIPTION: GAF Commuomd not-Up hoof Systam for Wood Deck. LABEUNG: Each unit shall bear a permanent label with the manufacture'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. TERM NATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or raoufacture 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 N(*. l:gdlure to fly • • • • • • with any section of this NOA shall be cause for termination and removal of NOA. • • : • . • . • . 0000.. 0 00 000000 ADVERTISF•.1 U NT: The NOA number preceded by the words Miami-Dade County, Igo e; and fo i tloyed by ; • • • • the expiration date may be displayed in advertising, literature. V any portion of the NOA is disphyed, PAU it shall be done in its entirety. • 0000.. . . 0000. 0000.. 00 00 0 00.0.0 INSPECTION: A copy of this entire NOA shall be provided to the user by the rnanufact- t321ts distributors .. and shall be available for inspection at the job site at the request of the Building Official. • • ''' • 0 0 0 0 ' 0 0000 .. 0000.. This NOA renews NOA # M0 OM.09 and consists of pagers 1 throuRb- 21. • • 000 • The submitted documentation was reviewed by Frank Zuloaga, RR.C' ' ' •: NOA No: 034501.05 ( Esph%don Date:11AMM Approval Date:10123/03 Pop 1 of 21 R OOFING SYSTEM APPROVAL U' orv: Roofing Sub- Cptesury: BUR $ecl� T�y�es Wood MaUnura DesiM Pressure -75 psf Fire Cla"weatim See General Limitation #1 TRADE NAMES OF PRUDUC s MANUFACTURED OR LABELED BY APPLICANT: TAMM 1 Test Product Prodn�t S�tion esra� GAF Asphalt Concrete 5,55 gallons ASTM D 41 Asphalt concrete primer used to promote Primer (MatrixTu 307 adhesion of asphalt in bWk-up roofing. Primer) GAF Mineral Shield* 60 lb. bags ASTM D 1863 Granules for surfacing of exposed asphalt, Granules cold process cement or emulsion. OAF Mineral Shield® Granules shall be used for flashing applications only. GAF WeatherCo" 5 gallons ASTM 1227 Surface coating for smooth surfmd roofs. Emulsion (MatrixTM Fibered 305 Emulsion) GAF Premium Fibered 1, 5 gallons ASTM D 2824 Fibered aluminum coating. Aluminum Roof Coating (Matrixw System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All 1, 5 gallons ASTM D 3019 Refined asphalt blended with a mineral Weather Plastic Cement ASTM D 3409 stabilizer and fibers. Permits adhesion to (Matrlxrm Standard wet and dry surfaces. Weff" Roof Cement 204) •••• RUBRRUID® Modified 5 gallons ASTM D 4586 Fiber reinforced, polym q moped Fla bb • • • • • • Bitumen Flashing cement • • V. •. • Cement •••••• •• ••••% Jetblack Premium 5 gallons ASTM D 4586 Asphalt flashing Cement • . • . • . • . • Flashing Cement **as • • • • • • • • ...... . . ..... . ....... GAFGLASO # 75 39.3T'(1 meter) ASTM D 4601 Asphalt impregnated and'c�oa�Md glass meat • • • • • wide base sheet. • S oo:*: • GAFGLAS #80 Ultima 39.37'° (1 meter) ASTM Dwi Asphalt impregnated and cc oaatgd, fiber,' . • • • • Base Sheet wide base sheet • • • • • GAPGLAS Flex PlyTM 6 39.3r (1 meter) ASTM D 2178 Type VI asphalt impregnated glass felt wick: wide asphalt coating. A NGA No: 03. 0301.05 Y ESgiraflon Date: II M4= Approval Date:1VA3/03 Pogo 2 of 21 Test Product ,, rift Ddmen r ns Specdflcat3bn Descrdn GAFOLAS Ply 40D 39.3T'(1 meter) ASTM D 2178 Type 1V asphalt impregnated glass felt with wide asphalt coating. GAFOLAS® Mineral 39.37" (1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet Surfaced Cap Sheet wide surfaced with mineral granules. GAFGLASQ 393T' (1 meter) ASTM D 4897 Fiberglass base sheet impregnated and STRATAVENTO wide D 3672 coated on loth sides with asphalt. Surfaced Eliminator Perforated on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. GAFGLASO Flashing Various Asphalt coated glass fiber mat flashing sheet available in three sizes. GAFGLASO 39.37' (1 meter) ASTM D 4897 Fiberglass base sheet innpre ted and STRATAVEN T wide D 3672 coated on both sides with asphalt. Surfaced Eliminator Perforated on the bottom side with mineral granules Nailable embedded in asphaltic coating. RUBEROIDO SBS Heat 1 meter (39.37') ASTM D-6164 Non Woven Polyester mat cad. with WeldTH Smooth wide polymer modified asphalt and smooth surfaced. RUBEROIDO SBS Heat- 1 meter (39.371 ASTM D -6164 Non Woven Polyester mat coated with WeldTm Oranule wide polymer modified asphalt and surfaced with minimal granules, RU13EROM SBS Heat- 1 meter (39.37 ) ASTM D -6164 Neu -Woven Polyester mat coated with fire WeldTm 170 FR wide retardant polymer modified asphalt and surfaced with mineral granules. RUBEROIDO SBS Heat- 1 meter (39.37') ASTM 0 -6164 Non Woven Polyester mat coated with Weld's PLUS wide polymer modified asphalt and surfaced with mineral granules. RUBEROIDO SBS Heat 1 meter (39.37 ") ASTM D-6164 Non Woven Polyester mat coated with fire Weld PLUS FR wide retardant polymer modified asphalt and surfaced with mineral $ramles. RUBEROIDO SBS Heat- 1 meter (39.37) ASTM D -6164 Non Woven Polyester mat coated with WeldTm 25 wide polymer - modified asphalt and smooth uw cedL s .... RUBEROID Modified 39.37" (1 meter) ASTM D4601, Premium glass fiber r einilorceMBS- 6 9 9 0699: .. 6 .. . . Base Sheet wide Type 11, UL modified base sheet 0 ...... . 0 .. • ...... Type 02 BUR ...;.. . RuberoiddD 20 39.37" (1 meter) ASTM D 6163 SBS modified asphalt bath 0 et and. ; * ..... wide ASTM D 5147 interply sheet reinforce witli&Vass fiber . ..:..' mat. 0.00•• .. .. . ...... Ruberoid@ Mop Granule 39.37" (1 meter) ASTM D 6222 Nonwoven polyester mo d with • wide ASTM D 5147 polymer modified asphalt and AidaceirlAf. * see s : mineral granules. • • • • • • NOA No: 03- 0501.115 Exphudon Date:11./04MS Approval D aIO/Z3/03 Page 3 0£21 Deck Type 1: Wood, Non - insulated Deck Descrlptlon. ' / " or greater plywood or wood plank decks System Type 9 (1): Base sheet mechanically fastened. All Gem and System Lhdtatlons shall apply. Base sheet. GAFGLAS #80 UltitmaTM Base Sheet, STRATAVENTO Eliminator Perforated Mailable, RUBEROID Modified Base Sheet, RUBEROW6 20, RUBEROID SBS Heat We1dTm Smooth or RUBEROID SBS Heat -Weld 25 use sheet mechanically fastened to deck as described below, Fastening Options: GAFGLAS® Ply 4®, GAFGLAS Flex PlyTM 6, GAMOLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Presswv - LISP$; See General LimiWIDU fl) GAFGLAS® Ply 40, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill Tec (GAFME) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" site lap. The other rows are equally spaced approximately . 12" oc. in the field of the sheet. (Maximum Design Pressure - 45,psf, See General l lokadon GAFGLAS Fier PIyTN 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" ox. in the field. (Maximum Design Pressure - 52.5,x, See General LiKIWI ►n #I) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tee (GAPT M #12 or #14 Screws and 3 Plates, l2" 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 Prm wv -60 psf See General I&aiWon Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec (GAF ITM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure --0 psf, See (BnoW LimftWon P) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck *M-'. Drill-Tec (GAFffM) 012 or #14 Screws and 3" Plates, 8" dc. W4 rows. qW8 **so: row is in the 2" aide lap. The other rows are equally spac ed W 9 "' . • . ' • o.c. in the field of the sheet. • • • • • • • • (Maximum Design Presage -75 pAf ,See Geneinal Lim404110 4,o .. . : • • • •: Ply Sheet: One or more plies of GAFGLAS® PLY 40, GAFGLASO FLY 40 ply sit,.' ..... #80 Uitima, RUBEROID MOP Smooth or RUBEROID 20 in a fel • • • • • mopping of approved asphalt applied within the EVT range attd -A a rate t f 20- • • • • • • 40 IbsJsq. ...... . : •... ... • :. Cap Slut: (Optional) One ply of GAFGLASO Mineral Surfaced Cap adhered u� a • . full mapping of approved asphalt applied within the EVT rangg and at a wo Of. ; • • • •: 20- 401bsJsq. •.: NOA No: 03- OSOLOS ° Expiration Date:11�O4lO$ Approval Date-.10/23103 Page 18 of 21 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum V/" Dens Deck or % Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMTATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Mderials Directory for fire ratings of this product. 2. huaulation 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 EW range and at a rate of 20-40 Islsq., 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 an all applications over closed cell foam insulations when the base sheet is folly mapped. N 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. Endscling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsJsq. Note: Spot attached systems dm fl be iimdted to a maximum dedp pressure of -45 psf. 5. Fastener spacing for insulation anachment is based on a hfiru maium Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - rested, are below 2751bf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchodbase shed or membrane attachment is based on a minimum fastener resistance value in cogjww ion 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 Regh tered 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 calculjtpl.m compliances with Roofing Application Standard RAS 117. (When this ldanitetion.is apply sees referred within this NOA, General Lha tedon #9 will not be applicable.) ' • •' • • •' 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing tenian designs a 0 ease shall conform with Roofing Application Standard RAS 111 and applicable wind laid Mquirement s. ;,...; 9. The maximum designed pressure limitation listed shall be applicable to all roof pre g&e zoned %Le a field, perimeters, and corners }. Neither rational analysis, nor extrapolation shall pe`rmitte ilbr • .. e.• e • sees* . enhanced fastening at enhanced pressure zones (i.e. perimeters, extended Comear$. geld 3 • .... • areas (When this Un dtation its spedifieady referred within the NOA, General Lhdb0m#7 will not .' be applicable.} 0000 0000 0 : • • • • • 10. All products listed herein shall have a quality assurance audit in accordance witdttheida • sees.. Building Code and Rule 911-72 of the Florida Administrative Code. • • • • •. • END OF THIS ACCEPTANCE .. NOA No: 03-Mox.05 F.sppkadon Dom:11AWM Approval Dateld/23W ftse 21 of 21 r °� Roo so ots '' • ti ,� �a� � e ll%wmlftl SW %W b bdW t � in � ,, d9,n� as mass, sup 4 . 0t w"m be as a as °� fie" S. a' "��n�ar' �b�` p a� �a g ° fi g ` �rooi ha Ole& 00 W ar c� a Caadla Min N+aorta saw ' tel Pb► is au*�o 6 mad bw � a..� �n. + One +, , •ram' 4 ` 3 a sea► te' bs �° "'R'°k ` a MSbhh' ' , akx���n, b� ab� � � � �' �,!►�� °Tisdhnaae� . b�wad, f� � tur.+ ��`W A to Z= wow camp r a� �u �* a �Iw o f mote C{ of 6 2 o •�� ►ao� laabot at o!� WY , ( � of s1� or Ole w 'at SIN s VOW to CW ass a �asas g in ae6Y Clow A°rA ti I W of sma arm � ar Isa, to be luiW 1 M ft my a aid af'Mp a , • ' :.. ft 02. ar Do d f R� ,c0�dta Out es�° W*As ' RA' 1.4 °P yam, tA° wand nm► S RA : "� w"" buAa� 4r+ "�"st a1n' umtbetaa t�s�' Gi. ut bow" ompbafa memo plea aw' and say o f aha +b9awln�i . Tars1� aft mp o w e, bat can A. e A � sew w mead b9tuanaa � Asu� � A R am ago A ^ + i Mo fir° �� ti&d" 10 Won IS �in.aarj� Osas OF GPM wm s woad ! A.• � on d ose* r slow aw rw%jw &jbml0f Islas ee _..,� Q �,t.. tM . • tap *at b062 • Osau at pie, wmA ' of SUO QUtaEa ate► y 4as� L K (O, Oaae as mm bra Os lo SOO won byW M"UM" rj 4F W "Gl1" #� �ht+a0 o'r� "6S !a � Mao( be shut one Too 6s'TAWAAS sauced � satt�u816r0 * ..,�..,.°..... n.._ ..• ti.w # "isa6s� �"a +� fir. _ _. <.,,. M I A M MDAI MIAMI -DARE COUNTY, FLORIDA _ METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 REST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -29M NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 135 NW 20 Street Boca Raton, EL 33431 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 (AIM. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Cade. DESCRIPTION: Tradicao (Tr a&tion) — High Profile Roll Concrete Roof Tile J.ABELING: 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 fglt(Med by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, theit teshall 0000 • 0000 r e be done in its entirety. ' ...... . .. ...... INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturea[ali its distributers and shall be available for inspection at the job site at the request of the Building Official. • • • • • • : 0 0 • • :0000 s••• • to 0000••• This NOA consists of pages l through 6. • • 0 • •' • • • • • The submitted documentation was reviewed by Jorge Acebo. _ �,.'" " 00 ' • " 0 • 0000•••• • • • • 000000 000.00• • • 0000•• • • • • • •0000• 0• • •0000 • 0 0 •e NOA No.: 05- 0829.01 Expiration Date:01/15/11 Approval Date:01115106 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing I Sub - Category: High Profile Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Monier Lifetile Tradicao (Tradition) — High Profile Roll Concrete Roof Tile, as manufactured Monier Lifetile LLC 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 Test Product Auplicxant Dimensions Specifications Description Monier Lifetile LLC 1 =16W PA 112 High profile, interlocking, high- pressure Tradicao (Tradition) w =13" extruded concrete roof file equipped with two Tile 'h" thick nail holes. For direct deck or battened nail - on, mortar set or adhesive set applications. Trim Pieces 1= varies PA 112 Accessory trim, concrete roof pieces for use w = varies at hips, rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name /Report Date Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III PA 102 & PA 102(A) Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix II PA 108(Nail -On) Redland Technologies PO402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails i •' . • • • • ** so:* Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing .::A 119. 19004 • 0 • 1994 PA 108 (Nail -On) . • •; • , • Redland Technologies P0631 -01 Wind Tunnel Testing • •. July 19$4 ; • • • •; PA 108 (Mortar Set) ' ... : Nutting Engineers. 13343.1 Roof Tile Protocol Testing .. August 2005. Geese The Center for Applied 25- 7688 -3 Static Uplift Testing • • • • June 1905" 0 • 0696 Engineering, Inc. 25- 7688 -10 PA 101(Adhesive Set) ; • • ; ejgly 1996 • a PA 101 (Mortar Set) • 9 • • • • • • • • 0000 9 . . 966996 NOA No.: 05-0829.0; • Expiration Date:01/15/11 Approval Date:01115/06 Page 2 of 6 Test Aeencv Test Identifier Test D ate The Center for Applied 25- 7688 -5 Static Uplift Testing June 1996 Engineering, Inc. PA 102 (3" Headlap, Nails, Direct Deck, New Construction) ❑ The Center for Applied 25- 7688 -4 Static Uplift Testing June 1996 Engineering, Inc. I PA 102 (4" Headlap, Nails, Clips) Celotex Corporation 520111 -3 Static Uplift Testing Dec. 1998 Testing Services 520191 -2 -1 PA 101 March 1999 Walker Engineering, Inc. Calculations Aerodynamic Multiplier August 2005 Walker Engineering, Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering, Inc. Evaluation Calculations 25 -7183 March 1995 Walker Engineering, Inc. Evaluation Calculations 25 -7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7584 December 1996 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Walker Engineering, Inc. Evaluation Calculations Restoring Moment Due to August 2005 Gravity 3. UMATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set file applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof -616 • • • • • • • unless stated otherwise by the underlayment material manufacturers published htgature e • • • • 3.6 This acceptance is for wood deck applications. Minimum deck requirWggtj I)e• jq • • • • • ; • compliance with applicable building code. 0**:** 0 0000.. . 0000 .. . . . • • 0000 • .6000. o• •• • 60.606 • •9.009 • • • • 6666 900999 • • • • 6666 • • • • • •9000• 000 : NOA No.: 054)829.01 • Expiration Date-01/15/11 Approval Date:01/15 /06 Page 3 of 6 4. INSTALLATION 4.1 Monier Lifetile Tradicao (Tradition) - High Profile Roll Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight -W (lbf) Length -I (ft) Width -w (ft) Monier I-Ketile Tradicao 10.4 1.38 1.08 (T radition ) Table 2: Aerodynamic Multipliers - k I ie Tile % ( e) Profile Batten A lic ation Direct A Ii icon Monier Lifetlle Tmdicao (Tradition) 0.266 0.289 Tabl Re rina Moments due to Grav - M ft -lb Tile °:12 4 ":12° 5 ":12" 6 ":12° 7 ":12" or Profile greater Monier Lffetile ns Battens Direct Battens Direct Battens Direct Battens R D rt Tradicao De k Deck Deck Deck ck (T radition) 6. 7. 6.55 7.09 6.40 6.92 6.22 6.73 6.03 52 Table 4: tta ment Resistance (Expressed as a Moment - h% (ft -lbf) for Pull -On stems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15132" (min. 19/32" plywood) plywood) Monier Lifetile 2 -10d Ring Shank Nails 28.6 41.2 19.4 Tradicao 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 (Tradition) 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 48 Screw 20.7 20.7 18.1 2 48 Screws 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail 23.1 23.1 19.0... Field Clip)• • • • • • 1 -10d Smooth or Screw Shank Nail 29.3 29. ..' 240 .' Eave Clip) : ..... . .. ...... 2 -10d Smooth or Screw Shank Nails 27.6 27.6..... A 38.6. Field Cli 2 -10d Smooth or Screw Shank Nails 38.1 38.1 .... 4 8'.. ..... Eave Clip) •...• ••..• • • • .... .o.•.• NOA No.: 054M.11 ° Expiration Date.-41/15/11 Approval Date:01/15/06 Page 4 of 6 Table 5: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile The Application Minimum Attachment Profile Resistance Monier Lifetiie Tradicao (Tradition) Adhesive 29.F 1 See manufactures component Vproval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoarn Product Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mt (ft ibf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Monier Lifetiie Tradicao Poiyfoam Pol ProTM 6 - radition Polyfoarn Pol ft 14 d placement of 63grams of PoIyEroTll. Mediu dd lacement of 2 rams of Po roT"a. Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Monier Lifetile Tradicao Mortar Set 24.5 (Tradition) 5 Tile -Tite Roof Tile Mortar. S. 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. *000 • a . . safe ••a••• .. . :*a e e ...... . .. ...... 0000 so 0 .sass• a a . . • • • •asses 00 90 • •ease• s • • • •••• •sae•• • • • • sass • • • • • ••sae• NOA No.: O,0829.O1 ° . Expiration Date:01/] 5111 Approval Date:01115/06 Page 5 of 6 PROFII.E DRAWINGS NAIL HOLES 13° OVERLOOK 2 -31C 16 -112° NOSE WATERLOCK WATER COURSE MONIER LEmTux TRADICAO (TRADITION) — A'IGH PROFILE ROLL CONCRETE T LE END OF THIS ACCEPTANCE • . . 0000 0000.. • . . .. • .. 000000 000.9. 0 . 0000 •• • • . • • • • • 0000 • •• •. • • ••9•.. • • 0000• • . •.9••• • •.9•.. • • • • 0000 0000.• • • s • 0000 • • NOA No.: 05-081.9.01 Expiration Date:01/15/11 AL 0 Approval Date-.01/15/06 Page 6 of 6 M I A M I•DADE MIAMI -DADE COUNTY, FLORIDA M METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 .RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. see* 0000' 0000.. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactA of 74 distribotor� and shall be available for inspection at the job site at the request of the Building Official. 9.9 9 • . : ' • •' • 0. • . • 009.0. 0000.. Thi NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 6 0660 0 • • • The submitted documentation was reviewed by J rge L. Acebo. • • • • • • • • • • • 0000. • 9 0090•• 9• •• 9 •99••9 • •••999 • • • • ••9• 0000•• • • • • 0000 • • 0 • • 9••.99 NOA No.: 06- 0201.6 © Expiration Date: 05/10/11 Approval Date: 04 /13/06 =' 6 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications Polypro® AH160 N/A TAS 101 Two component polyurethane foam adhesive Foampro® RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs. /ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch ' •' • Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -4b° FL, weeks*' •' • * 000:* +6.0% Volume Change @1581 ot% : 0 • • g • : goo*: Humidity, 2 weeks • 6666.. Closed Cell Content ASTM D 2856 86% • • • • 6 • . • ; • • • •; .. 0 0000 6 00 6666. Note: The physical properties listed above are presented as typical average value] vAeJermlVed . ..;.. by accepted ASTM test methods and are subject to normal manufactaringwWaidon. : 6 '" 0 660000 6 6666.. . . 6666 666 6666 0 0 0 06000 0 06 6 666 . 6 6 NOA No.: 06- 0201." o ` Expiration Date: 05/10/11 +- Approval Date: 04 /13/06 0 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[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Folypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120... 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof rile a their tile assemblies shall test in accordance with TAS 101. ' ' ' 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof 4*Vftsive 44 • their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modW1 herein' • • • •; • •. W .. .. ...... 2 MS NOA No.: 06-0201.020 ' - Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 INSTALLATION: I. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AR 160. 2. Polypro® AR 160 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 Iicensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Single Paddy Two Paddy Weight Detail Weight Min. per paddy Min. (grams) (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece #I 17 /side on cap and N/A Barrel) 34 /pan Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 S • • • . . sees 000060 LABELING: so 0 so 0 s • 0*000* .. All PolyproO AH 160 containers shall comply with the Standard Conditions listc&h�n. . • . e .. sees • • • BUILDING PERMIT REQUIREMENTS: :0 . .... .. ..... As required by the Building Official or applicable building code in order to properly ev""die : 00000 s e e *: * installation of this system. :00:0: • • . . 0000 •00000 s *0000 • so FS NOA No.: 06- 0201.x2•: a ' = Expiration Date: 05110111 Approval Date: 04 /13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL I SINGLE PATTY NoOB thigh phutOc cement Paddy (Beneath Tle) Nd through plastic cement Urderlayment UmdarlaymaM Paddy (Berob rle) j I 70In. 101n. 21 0 EaveCan+se Fascia FMCourse Facts Wveplab Eave comsemdr. Favecourse ooh. Fsvecbawe Enpksme Keep adheiveapprox Keep adhesive approx. 41oopEromv tdo 4huphomweepholes Nall through pbdc cement 1) Place enough In l�ivoto with P n t 23 *e � W for U aP NaNall bough plastic —art mledspaent square Inches in contact the pan Ok 2) Turn covers upsidedown. Fie adhesive V2 in. 1 To In. From outside edge of cover tle. Tlren instal the too. o i Underiayment % to In o 21n. EaveCoatse /% o Eave Closure Eave course oW. P N les 4 up Facia of the nave camse Cow 91L Abutle second comma of pan Ole. Ensure eve end of Optional wand cover file we P*•up Matte Oushat eave line. on t Eave ciosure Weephote Fascia (malarshavn) • • 666: •6••6• 0909 • 0909 • • • • • • •1096•• • •• 0006•• ••66 6• • • 6 •666 0909 • • • • s • • • 0909•• • 0909 16.60 • - • 6 0066•• • •66••• 6 • • • 00000• 60•496 • • • 66.6•• 000 0 es * NOA No.: 06- 0201.026: ' Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nail through plash cement Paddy (Beneath Tile) Nall through plastic cunt Paddy (t3ewthHe) UndedaymaM � UmlerlaymeM 1 ° ° l ° 2 In. 7 in. iIn. - ° Eeve Cause .Q Fascia F Weelliwe Eave CON Ewe donee Em Clam BrIpatip Nall dough plastic cement P (BURM Th) Undedayme� 7 in. In. Eave Clusere FaveCeutse 0 0 0 • Facia • • • • 0000 000••0 ••••0• • •• •0000• • 000.0• • • • 0000 0 000••• 0000 • •• 00•00 • • •••••0 •• •• • •00.0• • •0000• • • • • • • • • ••00 •000•• • 0 • 0000 • • NOA No.: 06- 0201.81: Expiration Date: 05110111 Approval Date: 04/13/06 Page 6 of 7 m ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nan through plastic cement pa Nail through plastic cement Single paddy under We (between Ile) Underlaymehd Single paddy between the ° ° (under Ole) ° 21n. x 7 in. medium paddy save course only In Single peddy t under we } in. x 3 in. t x3in. g Single paddy on 21n. 4 in. � Sdhgle 4 in'�� 2 In. under• paddy on leyrthent under. leymeM Single paddy Fascia Ease course on top of Hie Weeper o Single e 2 in. X 7 in. medium Em Course Eave closure s¢e paddy save Drip edge Fascia course only Nail through plastic cement Single paddy under file Single paddy between Ole ° jh in. x 3 in. 4 in Single paddy on underlayment 2 n. ° Single paddy Eave Closure on top of file 2 in. x 71n. medium see* Sava Course faSe paddy am course only • • •.. • • • • • • • • • • . • • •• • •. • • 996. 06 • •• ••e•.• 0690•e 9 . • *see 00 0 9999•. • • • • • 9699•• • • 90.9• • • .••.e• 9. .• • •e.•.. END OF THIS ACCEPTANCE •66•6• • * 0 • . • 6666 000.0. 6666 • 6 . 6•.••9 NOA No : 06- 0201.97 • : Expiration Date: 05110111 Approval Date: 04/13106 Page 7 of 7