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RF-10-1992Inspection Number: INSP - 154661 Scheduled Inspection Date: January 07, 2011 Inspector: Bruhn, Norman Owner: MUDAFORT, MIGUEL Job Address: 9207 NE 1 Avenue Project: <NONE> Contractor: ROCHE ROOFING Building Department Comments Miami Shores, FL RE -ROOF SANTAFE COLOR THRU FLAT WITH CAP SHEET Passed W/ Failed Correction Needed Re- Inspection Fee January 06, 2011 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments CREATED AS REINSPECTION FOR INSP- 153212. Provide renail affidavit and flash gas vent. NB For Inspections please call: (305)762 -4949 Permit Number: RF -11 -10 -1992 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132060133150 Phone: (305)220 -7663 Page 5of5 RE: Permit # kF /1 /D- /9 I Petnief 6o A tGcle? - LA.02.A. vl (Print name and circle License Type) License #: 03850 On or about / /(o // / (Date 8 time) Secondary water barrier work at q20 Based upon that examination I have determined the Manual (Based on 553.844 F.S) L ziatit Signature State of Florida County of Dade: Revised on 5/21/2009 INSPECTION AFFIDAVIT Miami Shores Village Building Department licensed as a ( FS 468 Building Inspector 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: //6/11 Engineer / Architect, /l3O /3( , I did personally inspect the roof deck nailing and / fa N1 /flit/ St i ft 33/3' (Complete Job Site Address) installation was done according to the Hurricane Mitigation Retrofit The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this this kW IBM Notary Public, Sate of Florida at Large OR DO PEREZ d ` moo Notary Public - State of Florida ° = My Commission Expires May 18,2012 ice � Commission •# DD 789772 day o f 4 *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of eah plane of the roof with permit # and address # clearly shown marked on the deck for each inspection CIVIL Re ENGINEER January 4, 2011 Roche Roofing 995 Southwest 69 Avenue Miami, Florida 33144 Project: Dear Sirs; Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida 33175 -1174 Tel: 305 -823 -8008 Fax: 305-823-3300 ROOF TILE UPLIFT TEST REPORT Residential Home 9207 Northeast 1 Avenue Miami Shores, Florida Information provided by client: Permit Number: RF -11 -10 -1992 Date Completion: December 27, 2010 Roofing Contractor: Roche Roofing Project Number: 11 -0003 (Testing Laboratory Certificate #06- 0501.15) In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the 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 tile used for this project was reported to be Santa Fe 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) tile 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, ridge caps and (1) in the comer areas were conducted. Based on our test results; we conclude that the installation °fthe ro y ' e test requirement outlined in the wive- mentioned protoc test report for, your review. Le at the above referenced project Attached please find a copy of ours Reileh Engineering Corporation 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 ohamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 9207 Northeast 1 Avenue Miami Shores, Florida Reileh Engineering Corporation -- Project Number - 11 -0003 — Page 2 of 4 Report of TILE UPLIFT TEST for Residential Home 9207 Northeast 1 Avenue Miami Shores, Florida Project Number: 11 -0003 1 2 3 4 5 6 7 8 9 35 35 10 11 12 13 14 15 16 17 18 19 20 21 22 23 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation -- Project Number - 11 -0003 — Page 3 of 4 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Test 1 - 11 Comer, 12 - 15 Ridge Caps, 16 - 30 Perimeter, 31 - 46 Field Reileh Engineering Corporation -- Project Number - 11 -0003 -- Page 4 of 4 MINIM = 1000 5P COUP = 100 5F 1f5 11-t FILt = 16 MPIMeTek = 15 COUP = 11 PI176 P CAP = 4 58' 10 16 17 19 20 91 99 95 90 1 29 1 97 92 94 96 98 8 2 0 7 2 1 9 28 9 45 99 49 46 44 42 40 41 22 6 26 27 5 24 29 25 r + Tt5f LOCA11ON nPIietk 12151'ANa, a = 5' COM AMA = 5'X 5' 95 131nOt513POKTN 1U L 17NNO1P5 1-005 1U APPPDX. 1200F Te51" LOCAT1ON5 AMP 171Me■510N5 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB MEAT TIME OF FIRST INSPECTION PERMIT NO. TAX FOUO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improver$ ants will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: '92Y7 2. Description of improvement: 3. Owner(s) name and address: PYf I Gu tt. /+9tio4 &,2 !f 9 2o7 iu,� l.4-v> . bird 1 s t- FS / 1 L - 171 7c8 Interest in property: ree v t l'» pfe Name and address of fee simple titleholder. 4. Contractor's name and address: ; (el0F7,.Y,_ f 9 14 � ,. I OCC / Lig 5. Surety: (Payment bond required by owner torn If R IB Y i Name and address: Amount of bond $ 6. Lender's name and address: WITNE 7. Persons within the state of Florida designated by Owner upon who ; notices or other . documents may be se ed as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates theifollowing person(s) to receive a copy of the Uenor's Notice as in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expi ation date Is 1 year from the date of recording u`tless a different date is specified) i '11 LL 'Z® Signatur f Own r Print Owner's Name /t/t / ✓ `v( c14 t3bef,201a. Sworn to and subscribed before me this .9c gay of Z Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 1G'04 Mtn 1 5 s_ "4 1 3f3 Commission 1F DD 998716 111111111111111111111111111111111111111111111 CFN 201080 64238 OR Bk 27485 Ps 3626f 113s) RECORDED 11/04/2017 13:15:02 HARVEY RUVIN, CLERK OF COURT I1IAMI -DADE COUNTY? LORIDA LAST PAGE 3rovided Prepared by Ohea GM ce* Address: 945 Sw Wi ✓e 1140,1441 , Ft. 93/4/1/ BUILDING PERMIT APPLICATION FBC- k- Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) l J641C filvier9foarr Phone # 7 :,— Z6 - Owner's Address q 20 Ai 1 /ay City MOW/ / SHE°P'S State FL Zip 3� 3 Tenant/Lessee Name Phone # Job Address (where the work is being done) C r r 7 N/ l 1/1 City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name 1ct.;C / . ( I e v--4 L Contractor's Address 6 5,2-.1 4:9 in-1/ City IA1 /P ri I State / , - / L Zip ., / V L4 Qualifier Name Da o c/2 el 6o nzetle2- / ctn Phone # C305)200- 7663 State Certificate or Registration No. 4 eeZ 902 ?/30 Certificate of Competency No. 03 (S too 956 Architect/Engineer's Name (if applicable) Describe Work Radon $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. i2 L 992, Master Permit No. Type of Wort ; E Axidit Alteration * * * * * * * * * * * * * * * * ** * **** * ** * * *** ****** Fee*********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *,* DPBR $ Phone # CCF $ 2C10 Phone # SL's -- 72 c) 7(4 13 RepaY1 epl: Demolition Submittal Fee 6 Permit Fee $ Notary $ ' Training/Education Fee $ Scanning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ � C CO /CC Technology Fee $ Zoning $ See Reverse side —* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this rvl day of 0v ✓t'Mhf'2O , by lg t`'t00. who is personally known to me or who has produced Ft) L As identification and who did take an oath. NOTARY PUBLIC: (Revised 02/08/06) I — — — - - — - - — - - � + � N####### CLAUDIA GIL Notary Public - State of Florida p My comm. Expires Jun 1, 2014 0 f Commission • D0 998716 APPLICATION APPROVED BY: Signature Contractor The foregoing instrument was acknowledged before me this day of Move l46 -e ,2010,by iDat tCL _ aza p who is ersonally know to me or who has produced as identification and who did take an oath, NOTARY Pp .IC: V d rV 4��i W�� CLAUDIA GIL 0/4 1� Notary Public - State of Florida 1 My Comm. Expires Jun 7, 2014 My Commission Expires: • — p curl e � ZIP y My Commission Expi � he 9, Zv f y Commission # 00 998716 Plans Examiner Engineer Zoning • NOV-17-2010(WED) 11:05 ROCHE ROOFING .kin 4o I u u I :a p rlorlaa Insurance 1NS1,4Kt i R.Oche Rooljn5 Inc 995 5W ES ave Miam . p1 33144 COVERA ACORD,21. x101(014 (FRx)3055991377 3054451335 I i.ar_da Insurance Agency 0w '2 O Sox 441340,. Miami l 33144 *JACft Li►1111Jr r A.# Aloe 12212111 asss11 tml.LL LJArI - ' O715LICri<Sj,12 AM/MN s rWoNCCR1 tOMPAM64TIDNAt1D emotarellAr UAstiar r • o P Ofteln rest ttin tirTn ICtMAlsolosN colokUuscrt Ifv e�, driest. undo e8faCKLP11701lwaWU !HON. I mat CERTIFICATE HOLDER CA i 231 01 -01 xova.3191 D 9 THts ONLY EIfi; OERICHT HOLDER THIS CERTIFICATE DOES' ALTER THE COVERAGE At;FORIIED INSUREI2$AFFORDING COVERAGE WZURCR ay Es ex 17 Co ruuw!R el INSLIRCJi Ifl CtL to441kC=4L 4w N/SA L IweR Lirr Gtr►IMS WADS !:! o:.cupt n17+ter. apttaA9Y L VQJ11 X I MQLJGr • , . LOG Num A-lnohlOPIL7t'Swa , Juwwtrr0 A4..LINTI l M,rTI$ $ salecor.znisrros Hama Au of NON74MMILt • ∎ bUCYNumhqu !7LICY ' -8C 11 -21 -0 3DA629 4 1 - Faiwlomlinuidwatrorm • ETIMMAMTMEMOMICIEN .. fLL tlft:l:JU' 0.1 "h UI,7 r t PIATI f 11 -21 -1 12-4-09 1,2 -4 -10 CANCELLATION Clom+.1. PACOWM. Gt]M /dpi aaS P tOPBA1Y d+AMCC mo per ■o AUTO 074:." rA / . RDe rt Z t+1 wGC ACTS s CrckocCOassideS7 s / 1 1 1 sant 11- 21-- 0'11 -21 -10 �� INMENIIIMMEinmom OriMirrmg srM!1KTk/W wino CNLY.t MATTES?. OK INFORMATION LIPOrJ THE CERTIFICATE NOT AZ Ely H E POLIG�RL w. CSCR1PTIANQPOPN. ru .TIonS t.O.110 1,1)Slot 1 At;b tr'fItt7D gsQMGNTI IflNr: • Roo fa�g CCIntx'a,Ctor City Of Miami, Shores 10050 ME 2 ave M�.arn�, Shores " . 33138 : NCWLC ANY ortit2aimtait otmeCHDumEtRSroult =Poke fA7� ThRRtap,THC1 t�UWp tKsUftrA 1Y1LS Bkw:Avop?o Aux. i a Days wt r17nA mrpcs" a Ti7s COPO PCJO71 MDLall Par= VD Thu ' . 'Mr FILUI% 7D DO SO MA. 1NVD3c NP OCl.1Grol4 DR 11a1PaK OP A44 K*d UYCN The IKSUR , its ,4404,0 PR RCPNCt6+HiAT6/66, .. CNT A'I oghbi G ' A CORD, CERTIFICATE OF LIABILITY INSURANCE teS rtt Dau THE POLICIEspp 1NSUR�ANOM L1sTE0 BELOW/4MM BEEN ISSUED TO THE INSURED NAMED AUoVE FOR THE PDLICYPERIOD INDICATED, NOTWITHSTANDING ANY IN INSURANCE FORDED YT P IESC EsCRIDEDEHEREIN is SLGJECTTO L.LTHE t.1 DN SiNOC ONpI.'I CI v RLIGILS. ACORECRTE UMrr a SHOWN mAY HAVE OESN RE Al' PAID cLAI WITH MAY PERTAIN, RESPECT To tiYH1CH TWf.. CERTIFICATE MAY 9E ISSUED OR . . r y R ., S OF 51ICM rwrw OCCUr ll•hic/ Lams P. 004/005 p.2 pays fipmpOtrrY ) a RDR or i9aa ANY MAY POLICIES RE QUIREMENT. TER OR PERTAIN, THE INSURANCE AFFORDED AGGREGATE LIMITS SHOWN MAY ANY CONTRACT OR OTHER BY THE POLICIES DESCRIBED HAVE BEEN REDUCED ETY PAID DOCUMENT WIT HEREIN IS SUBJECT CLAIMS. • • J ,. , • • A A. WRESPECT N TO WHICH P THIS CERTIFICATE ISSU D TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS (MUCH {SR •` A•• , • MINIMALUAUIUTY O1° • • • . C QMv I CIAL GeNI AL L1ARILITY CLAIMa MA1 C OCCUR _ MUM( SUNDER •. , I. 1 . • i •ea.. UNITS EACH OCCURRUNCII 1 CMI9C5 lCa wtntlo!l_ MEb EXP Any Olio Damn) S PERSONAL 6 ACV INJURY $ - OMNI.AOCRE OIt S NObUCTS.COMPIOp AGO POLICY I ( pR limn AUTomoutLELLARIUTY ANY AUTO ALL QINNGD AUTOS SCHMULED A1.1105 HIRED AUTOS NoN •QWNCQ AUTOS COMpIN1:D SINGLE LIMIT WI adC1011M,1 EObILY INJURY IMgrE+at+ah) (Par INJURY (Par Auclaan9 PROPVITY OAMACC (PAratCIOAhq =RAMS "ADJUST ANY AUTO AUTO ONLY • CA ACCIDUNT $ OTU R THAN EA ACC 1 AUTO ONLY: 1 _ III EXClts91UMRRIILI.A OCCUR 0 CLAIMS MAD! DRDUCTIELE RETENTION S AGO EACH OCCURRENCE 1 AOOREOATE wwoceRsCOMPRNSATION IN s X WC E ATU H��. +T {IM7:S.1..._. i U.L. EACH AcclD9pT 1 A AND EmPLoYARS•UADJUST ANY PRQMWIIi70N4MARTNI !pIMxCCUTIVL' Y Er DMPICIIRIMANDIVI DxCLUbdrrr (Mandatory In NNI oyy.a t !,cAne Und,r UPCt;IaLVHaVIM�pN{9,Pa1lw OTh (1830451,110 - 6/7/2D3 0 ..+ 6/7/2011 $ . 100 COO AL, btSEASK • CA CMPurrEt S 100,, 000 EL bt SEAsE.P LICYUMIC S 500,000 k .� Dr* R1FT1oNOMPE ORATIONSt VAHICLElsILI CI. USIONI ADDEbIY ENDORSEMENT; SPECIAL PROVISIONS NOV 11:05 ROCHE ROOFING D Roche Rco>:ing, Xs= 995 SW 69 Avu Miami COVERAGES THE POLIC CERTIFICATE HOLDER Mimi Shores Atta_ Building Dept 10050 NE 2nd Ave Miami Shores, Fx, 33138 ACORD 25 (2009/01) tNSO2ll papaw! (FRX)3055991377 CERTIFICATE OF LIABILITY INSURANCE musounsu (954) 943 -5050 FAX: (954) 942 -6310 Frank R. bisrman, Zan, 1314 East A lentio Blvd. P. 0. Box 1927 Foatpano Bear FL 33061 INduREO •• SL 33144 INSURERS AFFORDING COVERAGE INSUREti C: INSURER Ot INRUM$R M, CANCELLATION P. 005/005 CAT%IMMIDDSYYYYI 6/9/2010 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES SELOW. NAIC # INSuRER A; Bridg.Cio1d Employers Yns Co XOTC1 INRUINR ftr sHDU ANY OPTNA *nova bCOCplanbPOUCInSDt1 CAN cows; trissoNETHEEXPIRA'rioN DATE 'Mentor, THR =MO WARIER WILL ENDDAVOR TO MAIL 1 � 0 DAYS WROTtN NOTICE To THE C[RTIFIUTA 0101•13 OR NAM SO TO THE LDRT, DUT MUMS TO Do do SHALL IMPOIia NO OOUOATSON OR LIABILITY OP ANY KIND UPON T1SU IN$ 1nR, ITS AUNTS OR REPRESENTATNIS. AUTNmo:MRTEPRU NTATIVU r Frank Furman, ,Tx /LS 01998.2009 ACORD CORPORATION. All rights rosorvnd. The ACORD name and logo are registered marks of ACORD 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: 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: I r.... P L Property Address: Ca `d. t E i A U'k' , , ► A AI J 0 Roofing Permit Number: Dear Building Official: I A 1 to L. G ft � � �� ` certify that I am not required to retrofit the roof to wall connections of my building because: t fhe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) / 4 �--�L Signattl Print Name Revised on 5/21/2009 Notary Public, Sate of Florida at Large M iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 State of Florida County of Dade The undersigned, being the first duly sworn, depose and says that he/she is the owrLer,�orthe,,aLlm pr. eoertkroentionerl_ Sworn to and subscribed before me this day of tVOV t�Y4 40 CLAUDIA GIL Notary Public - State of Florida My Comm. Expires Jun 7, 2014 Commission # DD 998716 • 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. Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - Applied SINGLE FAMILY Beds /Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,894 Lot Size: 10,451.20 SQ FT Year Built: 1939 MIAMI SHORES SEC 1 $117,177 AMD PB 10 -70 LOT 15 & Legal W1/2 OF LOT 16 BLK 23 Description: LOT SIZE 81.650 X 128 $117,177 OR 17517-1626 0197 1 $50,000/ OR 17517 -1626 0197 00 Year: 2010 2009 9207 NE 1 AVE Applied Applied Taxing Authority: Exemption/ Exemption/ 9207 NE 1 AVE MIAMI Taxable Taxable Assessed Value: Value: Value: Regional: $50,000/ $50,000/ $121,690 $117,177 County: $50,000/ $50,000/ $121,690 $117,177 City: $50,000/ $50,000/ $121,690 $117,177 School Board: $25,000/ $25,000/ $146,690 $142,177 Folio No.: 11- 3206- 013 -3150 Property : 9207 NE 1 AVE Mailing MIGUEL S MUDAFORT JR Address: $155,544 $167,239 9207 NE 1 AVE MIAMI $250,118 SHORES FL Assessed Value: 33138 -2802 Year: 2010 2009 Land Value: $94,574 $105,264 Building Value: $155,544 $167,239 Market Value: $250,118 $272,503 Assessed Value: $171,690 $167,177 Year: 2010 2009 Homestead: $25,000 $25,000 2nd Homestead: YES YES Miami -Dade My Home My Home is # r " ade. ov ' Show Me: Property Information Search By: Select Item Text only NI Property Appraiser Tax Estimator El Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Prop y Information: Assessment Information: Exemption Information: Taxable Value Information: Sale Information: Sale Date: 1/1997 ACTIVE TOOL: SELECT Aerial Photography - 2009 My Home I Property Information 1 Property Taxes I My Neighborhood 1 Property Appraiser Web Site © 2002 Miami -Dade County. All rights reserved. Home 'Using Our Site 1 Phone Directory I Privacy 1 Disclaimer 0 113 ft 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. Property Boundary N Page 1 of 2 Legend Selected Property Street Highway Miami -Dade County Water http: / /gisims2. miamidade .gov /MyHome /propmap.asp 11/9/2010 .pninvn Nov 1E1 7 13Y. ................ ..... SECTION R4402 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNS CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. 1, � Aesthetics-Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. 14141--- Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. 74111 Exposed Ceiling: Exposed, 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 penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5 ' 7,1 � 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. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. /1- Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in pcargo , , h the requirements of Sections R4402, R4403 and R4413. entilation: Most roof structures should have some ability to vent natural airflow through the structure assembly (the building itself). The existing amount of attic ventilation shall not be beneficial to consider additional venting which can result in extending the service life of the ZO tu,e, IPrve Revised on 7/9/2009 LD ;I 11L11 CT TO COMPLIANCE WITH ALL FEDERAL. 31A1 i AND COUNTY RULES AND REGULATIONS 11A* Contractor Si. nature Date ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Low Slope ❑ Asphaltic Shingles Section A (General Information) 1/^ Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Master Permit No. Roof Permit No. Contractor's Name Roche Roofing Job Address 9207 N.E. 1 Ave ROOF CATEGORY ❑ Mechanically Fastened Tile © Mortar /Adhesive Set Tile ❑ Metal PaneUShingles ❑ Wood Shingles/Shakes INO GAS 1 ❑ Prescriptive BUR -RAS 150 ROOF TYPE New Roof © Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof a (SF) Steep Sloped Roof Area (SF) I / k. Total (SF) Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. S 5 4 5- 5> I II - Er 15.32 FLORIDA BUILDING CODE — BUILDING CITY OF PLANTATION Section C High Velocity Hurricane Zone Roofing Permit Application Form Section C page (Low Slope Roof Systems) Fill in the specific roof assembly components. If a component Is not required, insert not applicable (n/a) in the text box. Top Ply: ROOF SYSTEM MANUFACTURER: Product Approval (NOA): Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: (P2) Perimeters: (P3) Comers: Roof Slope: Parapet Walls: 0 No Deck Type: Support Spacing: Alternate Deck Type: Existing Roof: Fire Barrier: Vapor Barrier: Anchor Sheet N/A psf CEO - 131.4 07- 1219.09 psf psf Maximum Design Pressure From NOA: " : 12 Roof Mean Height r4 Insulation Base Layer Size & Thickness: Ply Sheet(s) & No. of Ply(s): Ply Sheet Fastener / Bonding Material: GAF Material Corp System Type: psf Yes Parapet wall Height 5 /8" Plywood— " o/c 10 ft. IN/A_ I N/A GAF Glass Base #75 Anchor Sheet Fastener / Bonding Material: 11 1/4 RS & 1 5/8 TC Insulation Base Layer Fastener / Bonding Material: Insulation Top Layer Size & Thickness: N/A Insulation Top Layer Fastener / Bonding Material: tN /A Base Sheet(s) & No. of Piy(s): I /A Base Sheet Fastener / Bonding Material: IN /A 1 Layer of Rubberoid 20 ASTM Type IV Asphalt ft. !GAF Glass Mineral Capsheet 1 Top Ply Fastening / Bonding Material: I ASTM Type IV Asphalt Surfacing: IN /A SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: I N /A Single Ply Sheet Width: Ell No. of Single Pty 1/2 sheets: " 1/2 Sheet Width: Single Ply Membrane Fastening / Bonding Material: [N/A !7 FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT 1. Field: 2. Perimeter: " o/c @ Laps & " o/c @ Laps & 3. Comer: " o/c @ Laps & 6 rows " o/c NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: En 2. Perimeter: Insulation Fastener Type : WOOD NAILER TYPE AND SIZE: N/A rows 9 rows " o/c 3. Comer: " o/c I I N/A 1 I N/A 1 Wood Nailer Fastener Type and Spacing: I N/A EDGE & COPING METAL SIZES: Edge Metal Material: I -EDGE METAL N /A— Edge Size: I -METAL EDGE WEIGHT N /A— Hook Strip Size: —METAL EDGE HOOK STRIP NIA — Edge Metal Attachment: _ - __� N/A Coping Material: Coping Size: Hook Strip Si Parapet Coping Metal Attachment: 1 -P. RAPET COPING METAL N /A— — COPING METAL SIZE N /A— Size: — COPING METAL HOOK STRIP N/A— _ _ 1N/A Parapet Wall Nailable Deck Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations/Stripping/Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counted lashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS-111 and Chapter 16. 6 4. q. ' High Velocity Hurricane Zone Roofing Permit Application Form Concrete wall Elastomeric sealant tooled to facilitate water run-off Optional: compressible Elastomeric sealant Metal counterflashing mech. attached 8" olc wt washer Seal top of base flashing iv/ comptable material Termination bar mech. attached 6" olc Field plies turned up wall Base flashing min. 8" above finished roof Top Ply _Interplies .40 Base Sheet 44. • - Ai& -Roof Deck Parapet wall height: Roof Mean Height: Base Flashing: Surfacing: Top Ply: EMI ft. ft. Rubberoid Modified I N/A [Minral Capsheet 1 Inter Ply Sheet: 11 layer Rubberoid #20 Base Sheet: 1 layer #75 base I_ Roof Deck Type: Wood Tile Roof System Roof System Manufacturer Notice of Acceptance Number (NOA): Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): Roof Slope: Roof Mean Height: I Santa Fe Tile Corp "/12" 14 Method of Tile Attachment: Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: ft. Hook Strip /Cleat gauge or weight: 07- 0626.03 P 1: 1—Adhesive, Medium Paddy Polyfoam Polypro -- 1 Alternate Method of Tile Attachment per NOA: IN /A [--3" face 24 ga. -- -- Galvanized Metal— Section D Sloped System Description Tile Roof System -45.1 P 2: -78.6 P 3: -116.2 Maximum Design Wind Pressures, (From the NOA Specific system): bl y! psf Fill in the specific roof assembly components. If a component Is not required, Insert not applicable (n/a) In the text box. 1 1/4 Ring Shank 4" on center Deck Type: Optional Insulation: 1N /A Optional Nailable Substrate: N/A Optional Nailable Substrate Attachment: N/A Basesheet Type: 5/8" Plywood -- 1#30 ASTM Fastener Type for Basesheet Attachment: 1 1/4 RS 1 5/8 TC 6" on Zaps 12 "in field Tile Underlayment (Cap Sheet) Type: I#90 ASTM Tile Underlayment Attachment Method: [Type IV ASTM Asphalt Tile Profile: [Spanish tl Section E 2 P1: P2: P3: x 1: Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Description P1:j x P 2: 78.6 x P3: 1162 ! x IMO For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. lithe F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. x w: x w: X w: High Velocity Hurricane Zone Roofing Permit Application Form Method 3 "Uplift Based Tile Calculations Per RAS 127" Symbol I = length w = width 0.297 0.297 0.297 ION 13.39 23.34 34.51 - W: -Mg: - Mg: - Mg: - = -W: 5.69 5.69 ION = Mr1: = Mr2: = Mr3: 7.70 17.65 x cos 0: x cos 9: x cos 0: 5 5 mi 61.9 61.9 61.9 = Fri: = Fr2: = Fr3: Where to Obtain Information to complete tile calculations H Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Job Site Design Pressure Mean Roof Height Roof Slope Aerodynamic Multiplier Restoring Moment due to Gravity Required Uplift Resistance Average Tile Weight Tile Dimensions P1 or P2 or P3 e Mg Fr w Job Site Product Approval (NOA) Product Approval (NOA) Where to Find Calculated Product Approval (NOA) Product Approval (NOA) NOA Mf NOA Mf NOA Mf 5 5 NOA F' NOA F' NOA F' BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) (GAF Material Corporation) 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other 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.) 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 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 03- 0501.05 and consists of pages 1 throygh 19. The submitted documentation was reviewed by Jorge L. Acebo. (NOANo.:) (07- 1219.09) Ex Date:) (11 /04/13) Approval Date: 03t20/08 Page 1 of 19 ROOFING SYSTEM APPROVAL Cateeorv: Sub- Cateaorv: Deck Tyne: Maximum Design Pressure TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak Buster"' MatrixTM 307 Premium Asphalt Primer GAF Mineral Shield"' 60 & 1001b. bags ASTM D 1863 Granules Leak Busterm MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM Matrix"' 303 Premium Fibered Aluminum Roof Coating LeakBusterT' MatrixTM 322 Elastomeric Roof Coating LeakBusterTM Matrix T' Select Asphalt Emulsion Fibered 306 Leak Buster"' Matrix"' 204 Wet/Dry Roof Cement RUBEROID Modified Bitumen Flashing Cement LeakBusterT" Matrix"' 201 Premium SBS Flashing Cement GAFGLAS #75 Roofing BUR Wood -75 psf Test Dimensions $necification 3, 5, 55 gallons ASTM D 41 5 gallons ASTM 1227 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 55 gallons 55 gallons 1, 5 gallons 5 gallons 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 Shield"' Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Elastomeric roof coating. Asphalt emulsion fibered. ASTM D -4586 Refined asphalt blended with a mineral ASTM D-3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide 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 P1yTM 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- WeIdTM Granule RUBEROID SBS Heat- We1dTM 170 FR RUBEROID''` SBS Heat WeldTM PLUS RUBEROID SBS Heat- Weld PLUS FR RUBEROID SBS Heat- WeIdTM 25 RUBEROID Modified Base Sheet APPROVED Dimensions 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 Various 39.37" (1 meter) wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 39.37" (1 meter) wide Test Specification ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D 3909 ASTM D 4897 D 3672 ASTM D 4897 D 3672 ASTM D -6164 ASTNI D -6164 ASTM D -6164 ASTM D-6164 ASTM D -6164 ASTM D -6164 ASTM D4601, Type 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 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 with . polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Premium glass fiber reinforced SBS modified base sheet NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20108 Page 3 of 19 Product RUBEROID 20 RUBBROID 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 RUBBROID 30 RUBEROID 30 FR RUBEROID ULTRACLAD RUBEROID Dual FR Vent Stacks (metal and plastic) APPROVED Dimensions 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 39.37" (I meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 3937" (1 meter) Wide Test $Aecification ASTM D 6163 ASTM D 5-147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTMD6164 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 granule's. 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 fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer modified asphalt and surfaced with mineral granules. One way valve vent used to relieve built -up pressure within the roof system. GAF 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 Roofmg Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P Leak Buster"' Matrix"' 602 Leak Buster"' Matrix"' 715 LeakBusterT' Matrix"' 531 WeatherCotem SeamCote"m FireOutT? VersaShield VersaShield FB -1S VersaShield FB -2S TOPCOAT FireShield MB Leak Buster"' MatrixTM 201 SBS Flashing Cement Leak Buster"' Matrix"' 102 SBS Adhesive Leak Buster"? Matrix"' 202 SBS Flashing Cement Leak Buster"' MatrixTM 203 Plastic Roof Cement Leak Buster"' Matrix"? 103 Cold Process Adhesive Dimensions 5 gallons 1001b. cartons, bulk 60 lb. kegs 5 gallons 5 gallons 2 gallons 2, 5 gallons 5, 55 gallons 350 sq ft. roll 350sg ft. roll 350 sq ft. roll 5, 55 gallons 5 gallons 5 gallons • 5 gallons 5 gallons 5 gallons Test Specification AST' D2824, Type I ASTM D312, Types I,II, and IV proprietary ASTM D -412 ASTM D -21 -96 ASTM D1475 ASTM E -1644 ASTM D3019 ASTM D3019 AST' D4586 ASTM D4586 ASTM D3019 Product Description Non - fibered aluminum pigmented, asphalt roof coating. 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 roofmg 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 SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Cold Applied Asphalt Adhesive. 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 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 Test Dimensions Specification 5 gallons ASTM D 2824 Fibered aluminum coating. gallons ASTM D2824, Non-fibered aluminum pigmented, asphalt Type I roofcoating. 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 Product Peseriintion 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 generic generic generic G -P Gypsum Corp Knight Celotex USti Corporation NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 6 of 19 APPROVED FASTENERS: Fastener Number 1. Product • Name Dri 11-Tec?M #12 Standard, #14 and #15 extra Heavy Duty Fastener , Heavy Duty Roofing- Fastener 2. Drill-Teens ASAP 3. Drill -Teens #12 or #14 Standard screws with AccuTrac Plate 4. Drill -Team Galvalume Plates 5. Drill -TecTm Polypropylene Plates 6. Drill -Tecam AccuTrac Plate EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. IRT of S. Fl. lTZl 7 '1 �T3 «• APPROVEO. 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 Galvalumc coated steel plate. Test Identifier J.I. 2B8A4.AM J.I.3B9Q1 AM J.I.OD0A8.AM 1.I.ODIA8.AM J.I. 0Y9Q5.AM 3029832 GAF - 012 -02 -02 GAF- 020 -02 -01 02-005 02-014 Manufacturer Dimensions (With Current NOA) Various GAF Materials Corp. Various GAF Materials Corp. Various GAF Materials Corp. 3" and 3 W GAF Materials Corp. 3" and 3 W GAF Materials Corp. 3" Square GAF Materials Corp. eserDiotion 4470 4470 4470 4470 -TAS 114 4470 - TAS 114 4470 - TAS • 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 aLte 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 05.11.07 11.06.01 02.01.02 01.18.02 03.22.02 NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03120/08 Page 7of 19 Deck Type 1: Deck Description: System Type E: (Wood, Non- insulated) 19 / 32 " or greater plywood or wood plank decks Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS 1180 ULTIMATM Base Sheet, STRATAVENTO EliminatorTM Nailable, RUBEROID Modified Base Sheet, RUBEROID 20, RUBEROID Heat We1dTM Smooth or RUBEROID Heat- We1dTM 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 P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM 012 standard, 1114 or # 15 Screws and 3" Drill -TecTM steel plate or Mill-Teem 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 -d5 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 07)) GAFGLAS #8OULTIMATM, RUBEROID RUBEROID Mop Smooth, base sheet attached to deck with approved 11/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Ltmitallon #7) GAFGLAS 075 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM 012 standard, 014 or # 15 Screws and 3" Drill-TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation # 7) Any of above Base sheets attached to deck approved annular ring shank nails and:3" inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure --60 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 -Teem #12 standard, #14 or # 15 Screws and 3" Drill -Teem steel plate or Drill-Teem AccuTrac Plates, 8" o.o. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet (Maximum Design Pressure —75 psf,, See General Limitation #7} 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- 40lbssq. Cap Sheet: (Optional) (One ply of GAFGLAS Minera S urfaced Cap Shee or GAFGLAr 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 Ibs.sq. respectively in a flood coat of approved asphalt at 60 Ibs.sq. or applied in a flood coat of Leak Buster"' Matrixm 103 Cold Process Adhesive applied at a rate of 3 galJsq. 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 lbsJsq. 3. Leak BusterTM Matrix"' 303 Premium Fibered Aluminum Roof Coating, at 1.5 galJsq. 4. Leak Buster"' MatrixTM 715 , Leak Buster"' Matrix"' 322, TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 galJsq. 5. Leak Buster"' MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 ga isq. 6. TOPCOAT Surface Seal, TOPCOAT Fireshield SB Solvent based Elastomeric Roofmg Membrane applied at lto 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 Codes. Maximum Design Pressure: See Fastening Above NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20108 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex PIyTM' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A" Dens DeckTM or Y2 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 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 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 Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation /19 will not be applicable.) 8. All attachment and sizing of perimeter Hailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10.. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 auwawg uy a nua _ EN AtEN ONLINE CERTIFICATIONS DIRECTORY See General Information for Roofing Systems GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA TGFU.R1306 Roofing Systems Roofing Systems OCD Home Quick Guide Contact Us UL. com "Ruberold 20" or " Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets In any of the following Classifications. 1/2-in. thick (minimum) gypsum board or 1 /4-in. thick (min) G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard TM Roofboard" may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 -in. minimum) roof decks. However, the butt joints in the gypsum board and G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard TM Roofboard" are to offset a minimum of 6 -in. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Multiple plies of " GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard TM Roofboard" in hot roofing asphalt. "EnergyGuard Ultra" Is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent Eliminator Venting Base Sheet ( Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene reference in any of the following Classfications include "ENERGuard EPS Insulation ". References to glass fiber insulation include "EnergyGuard Fiberglass Insulation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 ULTIMA ") is a suitable alternate for Type Gi asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or " GAFGLAS Ply 6 ") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)." Perforated to be loose laid or mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", " GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be substituted for Gi asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or " GAFGLAS Ply 6" ) as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. httn:/ /database.ul.com/csi- bin/ XYV/ tcmplate/ LISEXT /...varsion=versionless&cvarent id= 1073993597&seauence1(1 of 501112/12/200711:45:24 AM1 Page Bottom R1306 a 11 . - *Al LUIS oy awsua Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. " GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE ®" or any other UL Classified perlite insulation. Crushed stone or stag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of t / -in. minimum gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between minimum 3 /4 -in. thick perlite board and deck with rosin paper ( perlite/ rosin paper /polystyrene/perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. "EnergyGuard RA" or "Tapered EnergyGuard RA" or "EnergyGuard Composite RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. "GAFGLAS Flex Ply 6" is a suitable altemate to "GAFGLAS Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 21/2 - 3 -gat /100 -ft Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. " Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification. 1. Deck: C -15/32 incline: 3 2. Deck: C -15/32 Incline: 2 Class A Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite/ polyisocyanurate composite, perlite/urethane composite, wood fiber /polyisocyanurate composite, phenolic, any thickness. PIy Sheet: — Three or more plies Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: — Gravel. insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite/ polyisocyanurate composite, perlite/urethane composite, wood fiber /polyisocyanurate composite, phenolic, any thickness. PIy Sheet: — Three or more plies Type G1 "GAFGLAS PIy 4" or " GAFGLAS PIy 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 3. Deck: NC incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite/ polyisocyanurate composite, perlite/urethane composite, wood fiber /polyisocyanurate composite, phenolic, 2 -in. maximum. PIy Sheet: — Two or more . lies T G1 "GAFGLAS PIy or " GAFGLAS Ply 6 ". htto:/ /da abase.ul.com/cei- bin /XYV /template/ LISEXT /...version=versionless&varent id= 1073993597& sequence =1 (2 of 50) (12/12/200711:45:24 AMl ava ...n..iw - nwu"g a..ma 4. Deck: NC (5. Deck: C- 15/32) (Incline: 1) 6. Deck: NC Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" . Incline: 1/2 Insulation: — One or two layers "Isotherm R ", any thickness, hot mopped. Ply Sheet: — Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. Slip Sheet (Optional) : - Red rosin paper, nailed to deck.) Base Sheet: — One ply Type G2 "GAFGLAS #75 Base Sheet" (may be nailed)i PIy Sheet: — One or more plies Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: — One ply Type G3 " GAFGLAS Mineral Surfaced Cap Sheet" ,) Incline: 3 Base Sheet: — One ply Type G2 " GAFGLAS #75 Base Sheet ". Ply Sheet: — One or more plies Type G1 "GAFGLAS Ply 4" or "GAFGLAS PIy 6 ". Cap Sheet: — One ply Type G3 " GAFGLAS Mineral Surfaced Cap Sheet ". 7. Deck: C -15/32 Incline: 2 Insulation: — One or more layers perlite, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate composite, perlite/ urethane composite, phenolic, 1.0 in. min (offset from plywood joints 6 -in.). Base Sheet: — One or more plies Type Gi, G2 or G3. Membrane: — One or more plies "Ruberoid Torch Smooth ", "Ruberoid Torch Granule, "Ruberoid Torch Granule Plus ", "Ruberoid Mop Smooth ", "Ruberoid Mop Granule" or "Ruberoid Mop Pius Granule ". Cap Sheet: — Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 8. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite/ polyisocyanurate composite, perlite/urethane composite, wood fiber /polyisocyanurate composite, phenolic, any thickness. Base Sheet: — Two or more plies Type G2 or Type G3. PIy Sheet (Optional): — One or more plies Type G1. Membrane: — One or more plies "Ruberoid Torch Smooth ", "Ruberoid Torch Granule ", "Ruberoid Torch Granule Pius ", "Ruberoid Mop Smooth ", "Ruberoid Mop Granule" or "Ruberoid Mop Plus Granule ". Cap Sheet: — Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 9. Deck: NC Incline: 2 Insulation (Optional): — Perlite, glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. Base Sheet: — One or more plies Type G2, "GAFGLASS #75 Base Sheet ". Ply Sheet: — One or more plies Type Gi " GAFGLAS Ply 4" or "GAFGLAS PIy 6 ". Cap Sheet: — Type G3 " GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Surfacing: — "Fireshield MB ", 2.5 - 3.0 gal. /sq. 10. Deck: C -15/32 Incline: 1 insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite/ polyisocyanurate composite, perlite/urethane composite, wood fiber / polyisocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 "GAFGLAS PIy 4" or " GAFGLAS Ply 6 ". Cap Sheet: — "EnergyCap Mineral Surfaced Cap Sheet ". 11. Deck: NC Incline: 1 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite/ polyisocyanurate composite, perlite/urethane composite, wood fiber /polyisocyanurate composite, phenolic, 2 in. max. Ply Sheet: — Two or more plies Type G1 "GAFGLAS Ply 4" or "GAFGLAS PIy 6 ". Cap Sheet: — "EnergyCap Mineral Surfaced Cap Sheet. hriai /dar .ul.com/csi- bin /XYVftemolate/ LISEXT /...version=versionless&na ent id =1073993597&seauence=1(3 of 501 112/12/200711:45:24 AM1 MIAMI° 1)E BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Santafe Tile Corporation 8825 NW 95 Street Medley, FL 33178 MMAM DARE 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, including the High Velocity Hurricane Zone. DESCRIPTION: Santafe Spanish `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 followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA # 05-0921.02 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Ti era. NOA No.: 07 -0626.03 Expiration Date: 02/01/11 Approval Date: 09/13/07 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Cate2orv: Roofing Sub- Cateaory 07320 Roofing Tiles Material: Clay Deck Type: Wood 1. SCOPE This revises a roofing system using Santa Fe " Santafe `S" Clay Roof Tile, as manufactured Santafe Tile Corporation 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 Applicant Dimensions Specifications Santaf6 `S' Clay L = 18" Roof Tile W =11.1" Trion Pieces 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies TAS 112 One piece high profile clay roof tile equipped with two nail holes. For nail -on, mortar set and adhesive set applications. TAS 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Identifier Test Name/Report 94 -156 -8 94-156 -9 25- 7205 -1 Project: 07 -07 -00-91 (307023) 7161 -03 Appendix II 7161 -03 Appendix III P 0402 Product Description TAS 101 TAS 102 TAS 101 TAS 100 TAS 108 (Nail -On) Static Uplift Testing TAS 102 & TAS 102(A) Withdrawal Resistance Testing of Screw vs smooth shank nails Date Aug. 1994 March 1995 Sept. 1994 Dec. 1991 Dec. 1991 Sept. 1993 NOA No.: 07- 0626.03 Expiration Date: 02/01/11 Approval Date: 09/13/07 Page 2 of 5 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) Santafe 'S' 6.7 1.5 0.958 Table 2: Aerod amic Mull .1 ers— X ft a Tile Profile X(ft Batten AL. ligation X(ft DIn3ct Deck Santafe 'S' 0.274 0.297 Test Atencv Redland Technologies Redland Technologies Celotex Corporation Testing Services IBA Consultants, Inc. PRI Asphalt Technologies, Inc. IBA Consultants, Inc. IBA Consultants, Inc. IBA Consultants, Inc. 3. LINIITATIONS Test Identifier P 0647 -01 P 0631 -01 520305 -01 thru 05 2353 -4 SFTC- 003 -02 -01 2353 -70 2353 -71 2353 -93 Test Name/Report lie TAS 108 (Mortar Set) PA 108 (Mortar Set) Aug. 1994 July. 1994 PA 102 June 1999 Restoring Moment Aug. 1999 TAS 101 12/06/02 TAS 101 09/22/03 TAS 101 09/22/03 ASTM C 1167 07/18/05 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Santafe 'S' 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 NOA No.: 07-0626.03 Expiration Date: 02/01/11 Approval Date: 09/13/07 Page 3 of 5 Table 5: Attachment Resistance Expressed as a Moment M1 (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Santafe 'S' Tile Bond 38.9 . Polyfoam Polvpro AH 160 28.5 2 See manufactures component approval for installation requirements. 3 Flexible Product, Inc. Average weight per patty 10.4 grams. 4 Poi oam Product, Inc. Avera s e wet ht a er ' a ' 9.4 s rams. Table 5A: Attachment Resistance Expressed as a Moment - Mt (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Santafe 'S' Polyfoam Polypro AH 160 63.8 Poiyfoam Polypro AH 16OTM 61.9` 5 Paddy placement of 63 grams of Polypro AH 160TH 6 Paddy placement of 24 grams of Polypro AH 160*"". Table 3: Restoring 3 ":12" Moments due 4 ":12" to Gravity - 5 ":12" M (ft-Ibt) 6 ":12" 7 or greater Tile Profile 2 ":12" Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Santafe 'S' 5.93 5.90 5.85 5.82 5.73 5.69 5.56 5.53 5.32 5.29 503 5.00 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft ibf) for Nall -On Systems Table 6: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) for Mortar or Adhesive Set Systems Fastener Type Tile Profile Tile Application Attachment Resistance Santafe 'S' 21.8 Mortar Set 23.6 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft ibf) for Nall -On Systems Tile Profile Fastener Type Direct Deck Battens Santafe 'S' 2 -10d Ring Shank Nails 21.8 N/A One #8 Screw 29.16' N/A Two #8 Screws 38.28 N/A One #8 Screw w/ Clip 57.31'' N/A Two #8 Screws w/ Clip 57.60 61.77' 1. Approved screws as noted 'Product manufactured by others'. 2. when using one screw it must be installed in the Inside hole located nearest to the hump of the tile. NOA No.: 07- 0626.03 Expiration Date: 02/01/11 Approval Date: 09/13/07 Page 4 of 5 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, 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. SANTA FE TM MADE IN COLOMBIA LABEL FOR SANTA FE SPANISH "S" CLAY ROOF TILE 11.1 18" PROFILE DRAWING "SANTAFI: S" CLAY ROOF TILE END OF THIS ACCEPTANCE When using one screw use this hole. NOA No.: 07- 0626.03 Expiration Date: 02/01/11 Approval Date: 09 /13/07 Page 5 of 5 M 1 A M IflADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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® A11160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT; The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: . A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Acebo. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING I40 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: SCOPE: This approves Polypro® A11160 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 Polypro® AH 1 N/A Foampro® RTF1000 N/A ProPack® 30 & 100 N/A Dimensions PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which Iist moment resistance values with the use of Polypro AHI60 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Note: Roof tile adhesive Polyurethane Test Specifications TAS 101 Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Results 1.6 IbsJf1. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158 100% Humidity, 2 weeks 86% The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10 /11 Approval Date: 04/13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test NameiReport Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1 PA 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/I2/95 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 Res earch Instiitute 01-6743-011 AST:i E108 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. Polypro® AH 160 shall solely be used with flat, low, & high tile profiles. • 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 tile adhesive with . their tile assemblies shall test in accordance with TAS 101. 5- Roof Tile manufactures acquiring acceptance for the use of HANDI- STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. 1 F ` a • 2: F MS W NOA Nom 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page 3 of 7 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) . 35 Two Paddy Weight per paddy Min. (grams) N/A Flat, Low, High Profiles #1 High Profile (2 Piece Barrel) #1 17 /side on cap and 34/pan 24 • N/A N/A Flat, Low, High Profiles #2 . Flat, Low, High Profiles #3 8 INSTALLATION: 1. Polypro® A11160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH1 60. 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® AH 160 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 Roofmg 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 Inctnrction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction_ 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1 .15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. LABELING: All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein_ BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4of7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 114/13/06 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY END OF THIS ACCEPTANCE NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7