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RF-11-357Inspection Number: INSP- 157813 Permit Number: RF -3 -11 -357 Scheduled Inspection Date: April 01, 2011 Inspector: Rodriguez, Jorge Owner: LEE, JOSEPH PATRICK AND LOUISE Job Address: 1341 NE 103 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ACE PROPERTY SERVICES CORP Building Department Comments RE -ROOF TILE AND FLAT Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP - 156588. LADDER ON THE WEST SIDE OF THE HOUSE, NO GATES. March 31, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number (305)608 -1116 Parcel Number 1132050300140 Phone: 305 -598 -1700 Page 9 of 9 Scheduled Inspection Date: April 01, 2011 Inspector: Rodriguez, Jorge Owner: LEE, JOSEPH PATRICK AND LOUISE Job Address: 1341 NE 103 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ACE PROPERTY SERVICES CORP Building Department Comments March 31, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 156587 Permit Number: RF- 3- 11-357 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Up Lift Report Work Classification: Tile /Flat Phone Number (305)608 -1116 Parcel Number 1132050300140 Phone: 305 - 598 -1700 RE -ROOF TILE AND FLAT Passed \ik/A- Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 6 of 9 No Result No. Result No. Result No. Result No. Result No. Result No. Result 1 f' Jr- / Owner Name: . 44 -J 3 , /z 61 4, /o® Testing Equipment: I 81 101 121 2 22 i 42 62 82 102 122 3 23 43 63 83 103 123 4 24 44 64 84 104 124 5 25 45 65 85 105 125 6 26 46 66 86 106 126 7 27 47 67 87 107 127 8 28 48 68 88 108 128 9 29 49 69 89 109 129 10 30 50 70 90 110 130 11 31 51 71 91 111 131 12 32 52 72 92 112 132 13 33 53 73 93 113 133 14 34 54 74 94 114 134 15 35 55 75 95 115 135 16 36 56 76 96 116 136 17 37 57 77 97 117 137 18 38 58 78 98 118 138 19 39 59 79 99 119 139 20 f , 40 60 / 80 100 120 140 Job Address: /341 st /v3 ,4-//4M �f19 5, t1 I Install Date: ?•22 - Contractor: ,CsE 1,2 5v i cio Permit # J f/ .3F-73 1 Test Date: 1 -26 - "/ Type of Tile: ,1®N/ AT °. X44.4 $er Approx. Height I /, Floor: / Owner Name: 1uv. E 4E4 I Slope: 3 , /z App. Sq.Ft: 4, /o® Testing Equipment: I Shimpo Respectfully Submitted: oEa FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB INS14G111 •INNOVAT ION* INI EOM I ION Vinayagar M:. Balall risbnan V, P .E. State of Florida Lic # 63107 FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 Telephone: (305) 378 -1991- Fax: (305) 378-1997 SITE SPECIFIC INFORMATION Miami Dade Lab Certification # 07- 0612.11 Representatives of Florida International Engineering and Testing Lab., Inc performed the static load test on the roofing tile at the above referenced project. The purpose of this testing was to verify whether the installed tile roofing system is capable of resisting the applied test load of 45 pounds uplift force. This testing was performed in general accordance with Miami Dade Building Code Protocol TAS 106. The static load was applied utilizing a calibrated scale and force measuring instrument (dynamometer). A hook which is connected to the loading instrument was placed under the exposed edge of the tile. Test load of 40 pounds force (lbf) was applied and also held for more than 5 second at each test location. In addition to the static load test, the tested tile was also visually inspected for any kind of adhesion failure after completion of each test. Based on our findings, we conclude that the installed roofing tile at the above referenced project is capable to resist the applied test load. Therefore we conclude that it meets the Miami Dade Building Code Compliance Protocol TAS 106. Attached is the roof plan showing approximate test locations. ,Job Adam. L541 ALE 1c3 5 t ' # / s ,-f. Contractor. , t 7 &l o QV/CZ5 Other Sketch of Roof lu au■ uuiiu ii.'uiuuu■tiu'uiiuu■uuuuuuuu ■■ uuu uuu *$:Iuiuuiiuiuuuu ■ uuuiuiuiuiiiuiiiiuiiuiuiiiiiiiu uii ■■uuuiuuiuiiiuu siiiiuiiu ui "iuulu ■ . .fif #uuu iu o uuu■ uuuuuuuuiuuu uiiuiituuuuZ�umenaimm u li IRuu 'uuu - .# 'u#ua11 m r 1IRO= u11!uuuuuu±u SISERW7111111111116111M1 isl►M uilu■ 1114uuu111uu, iiuuRuu ur/u'■iiiuiuu ■fuuau ii'uu1u u'u1!u\L,luMAl;uuuu■ tl1ur1+,■SUiP 111. e u EU :ul riaYAREAuu:u■ uI111u111MO MILI iuIMIC ur 111112 u11uuuuuu/u1iu1uu ■v�uF uuuuuuu� a =u u i t �u uu 11•1111111 111111611111111MINIOUNitillillIMIIIIVESIMINIERINRIME ■luuuu L;'%MMu u uuuuauuuu 11111.1111:1411 RIN !uuuu■ ■I1ulrn3uuuiiiu M1iuuui''111uWARIMM i 1 BIDE AMILIN 1111111EIZZEL ZED ►9l -ill M=.If421Y!.!!ZWI 'M;a;a "• =1uu•uu hills uL'4uuuiii iRiuiIIu'uiL. uuuurT amRuu / MEW Ell SIORRINESIES11.111111111111E7212111111111111111 MUM 1111111111110 7uu /uuuuu iuuuu l'uuuul #uuu1luuuu■ uiiuuuuuuik7uuC ARRI 'tu!uu, uuuutuuu7 lutuu■ ■1111 rm /ui■►ii■iiu•i1Muuuiil iiuPS9111uuuiu ■I1u161MI rlinS\iuu EiiuuuuPiuuiu bi',1iiIluuuu■ ■ 1111uM11■ uiuuuu ,Muuuii. ■u2°iiT3i,iiuu>uiiu■ 111111111111111111MCSMISTAMBRIERRa uu :u!:'l' INflt1 uuuu■ ■I■ur ITalal ba u1luuu uuuuf t Q1140unlu,uuuuu 111111histAriallIMW:111111111111111111111111101111111MBIMEINSIMI 111111MLIMII Ili ill ilia lluuuuuu:/ a uu,u� luuuu■ l ► alum •uiiuuuuuuuuuui'u'uuuuauiuus iii a ■ ■u ■uuuuiuu7 uiuiiiu'i;iu 1111W )/uuuuuuuuu■ ■■uuuuuuuut.OIIIIIIA :Muu;uiiuuuu,uIRIuu■ ■ uuuuuuuuuu ul uuu_uuiiuuu`i:uuuuiu:uuuuuuuiuu Notes 1pal LEb Rr- 1 36 121) NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOUO NO STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements wi property, and in accordance with Chapter 713, Florida Statutes, is provided in this Notice of Commencement. 1. L >•• al d f- 2. Des ption o improvement Re Roofing 8. In addition to himself, Owners designates the following pe 713.13(1)(b), Florida Statutes. Name, address and phone number. 123.01 -52 PAGE 3 3(10 • ; {s) .f ' Authorized 1111111 1111 1111111111 11111 11111 11111 1111 1111 CFN 201.1 80152054 OR Bk 27610 Ps 45301 (fps) RECORDED 03/09/2011 10 :08:04 HARVEY RUM, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE UNTY OF DADE is a true copy of the day of Space above reserved for of recording office n of pro and str t/address: F 3 Y E 103 S S'/riias d aS2 3S 3. Owner(s) name and address: 1.6 IJl tt x m• l 311 NCS !e3 g 11cc..... S F� 3 T t 32 Interest in property: Owner Name and address of fee simple titleholder. 4. Contractor's name, address and phone number. ACE PROPERTY SERVICES CORP 10871 SW 188 St, 8 Miami, FL 33157 #305.598.1700 5. Surety: (Payment bond required by owner from co ctor, if any) Name, address and phone number Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, n �� Name, address and phone number n(s) to receive a copy of the Uenor's Notice as provided in Section 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Prepared By Print Name L kt S ter. Title/Office 0Wher STATE OF FLORIDA COUNTY OF MIAMI -DADE Th e fore going ins was, cle�igfp�me this I day of . t9 t Officer /Director/Partner/Manager Prepared By Print Name Ticle/Office B pdividually, or ❑ as for fa Personally known, or produced the following type of identifica Signature of Notary Public: Print Name: (SEAL) epared Btr.C.PuUes VERIFICATION PURSUANT TO SECTION 02.525, FLORIDA STA } T4v t� St,B Mom , L 33157 #3052425055 Under penalties of perjury, I declare that I have read the foregoing and . that the facts stated in it are true, to the best of my knowledge and beliefr' Signature(s) of 'Owner(s)or Owner(s)!s Authorized Offtoer/ Director /Partner/IVtanagerwtio signed - above: By By Contractor's Company Name Prvpe(4y Se(L) is Contractor's Address 10871 Sw (g$ sr 4-5 MAR 0 2 10050 N.E. 2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BY: ,...; INSPECTION'S PHONE NUMBER: (305) 762A949 BUILDING Permit No. ect PERMIT APPLICATION Master Permit No, FBC 20 Type of Work: Describe Work: Miami Shores Village Building Department Permit Type: BUILDING ROOFIN _ Owner's Name (Fee Simple Titleholder) `0 utl -c 2 Phone # 3 0s - - Go S. /// Owner's Address /3'6 "( /0 3,5-f' City tin I / 5 t41el State Zip 3 3/ 3Y/ Tenant/Lessee Name Phone # Email Job Address (where the work is being done) / 3 Y/ //" /0 3 sv City Miami Shores Village County Miami-Dade Zip 3 300 FOLIO / PARCEL # 1( 3205 —o3o a/ Is Building Historically Designated YES NO Flood Zone Architect/Engineer's Name (if applicable) Phone # Phone# 3-s sggtza-b City / 1 1 4 i r State (1 Zip 33 1 - 5 7 Qualifier Name Ca / /Ie5 Phone # s S 5' d ' 7 State Certificate or Registration No. C CC O S - e--2.- 9 Certificate of Competency No. Contact Phone E -mail Value of Work For this Permit $ L-4, 30C) • Square / Linear Footage Of Work: ❑Addition Alteration ONew epair ' to It * * * * * * * * * * * * * ** Permit Fee $ COL OZ. Submittal Fee Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ `1300 ❑ Demolition * * * * * * * * * * * * * * ** ** See Reverse side -+ CCF $ CO /CC $ Technology Fee $ Bond $ 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 of be approved and a reinspection fee will be charged. Signature f Owner or Agent / Contractor The foregoing instrument was acknowledged before me foregoing foregoing ins ent was acknowledged before me this day of , 20 (i , by L_DW , day of , 20 E ( , by QLN 1 who is personally known to me or who has produced L As identification and who did take afloat. NOTARY P IC; Sign: Print: My Commission Expires: APPROVED BY * it * ** * ** * * * * * * * * * ****#t* * * * * ** *, tit ** ******* ***+ (Revised 07 /10 /07)(Rcvised 06/10/2009) Plans Examiner Engineer - Signature who is personally known to me or who has produced as identification and who did take an oath. NOTARY UBL1 1M Sign- Print: L. U ERTAD VEGA- PULLES MYfiOMMSSIUN * DD79I650 EIPIRM May 24, 2012 ISM.. -M rMY H. Noe) D COVOI Awo,. Co. My Commission Expires: Zoning Clerk elieoked Signature To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: ucce Revised on 5/21/2009 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. Property Address: / 3 'i/ 4A- l s i Roofing Permit Number: Dear Building Official: lI State of Florida County of Dade The undersigned, being the first duly sworn, Sworn to and subscribed before me this Notary Public, Sate of Florida at Large • When the just valuation of the structure for purpose of ad valorem SFBC. Then you must provide a building application from a General % te r Locte Print Name ontractor for the Roof to Wall connection Hurricane Mitigation. Miami Shores Village Building Department building because: d 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) certify that I am not required to retrofit the roof to wall connections of my Date: 2' it 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 deposes and says that he /she is the owner for the above property mentioned. rtr� day of Li RTAD MEGA- PULLES MY COMMISSION . 201 650 EXPIRES: May 26, 2012 sr 2 ri. Noy Discount Assoc. Co. a n is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 4/3 Floors: 1 Living Units: 1 Adj Sq Footage: 3,055 Lot Size: 9,720 SQ FT Year Built: 1961 $50,500/ $233,521 REPLAT OF TR B MIAMI County: SHORES BAY PARK Legal ESTS PB 63 -17 LOT 5 Description: BLK 6 LOT SIZE 90.000 X 108 OR 16274 -4214 School Board: 0394 1 OR 16274 -4214 $25,500/ $251,055 0394 00 Year: 2010 2009 1341 NE 103 ST Applied Applied Taxing Authority: Exemption/ Exemption/ 1341 NE 103 ST MIAMI Taxable Taxable Assessed Value: Value: Value: Regional: $50,500/ $233,521 $50,500/ $226,055 County: $50,500/ $233,521 $50,500/ $226,055 City: $50,500/ $233,521 $50,500/ $226,055 School Board: $25,500/ $258,521 $25,500/ $251,055 Folio No.: 11- 3205- 030 -0140 Property: 1341 NE 103 ST Mailing LOUISE S LEE Address: $279,848 $299,590 1341 NE 103 ST MIAMI $396,618 SHORES FL Assessed Value: 33138 -2623 Year: 2010 2009 Land Value: $116,770 $170,289 Building Value: $279,848 $299,590 Market Value: $396,618 $469,879 Assessed Value: $284,021 $276,555 Year: 2010 2009 Homestead: $25,000 $25,000 2nd Homestead: YES YES Widow: $500 $500 Miami -Dade My Home My Home ida Show Me: Property Information Search By: Select Item M Text only Property Appraiser Tax Estimator i g Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Property Information: Assessment Information: Exemption Information: Taxable Value Information: Salo Infnrmatinn• Aerial Photography - 2009 My Home I Property Information I Property Taxes I My Neighborhood I Property Appraiser Home I Using Our Site I Phone Directory I Privacy I Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site ® 2002 Miami -Dade County. All rights reserved. 0 111 ft Page 1 of 2 Legend • Property Boundary • Selected ' • Property • Street Highway Miami -Dade County Water http: / /gisims2. miamidade .gov /myhome /propmap.asp 3/4/2011 • • • p • TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 455111 -6 outings mime /LOCATION ACE PROPERTY SERVICES CORP 10871 SW 188 ST 33157 UNIN DADE COUNTY HER ACE PROPERTY SERVICES CORP See. TYPe of Business 196 SPECIALTY BUILDING CONTRACTOR TAXX, RERMITECT T, aRE TO OR ZONING ` LAWS OP THE pCpOOpUUN�NT oR CITES. - HON HOLIER FROM OTHER R PERMIT • OR LICENSE REQUIRED ST LAW. S IS ROT A CERTIFICA OF 1 THE MOLDER'S QUALI CA. r P AYMENT at4WeeNTADelleiccEt UNT, TAX Fr COLLECTOR. 09/17/2010 09010188001 000075 SEE OTHER SIDE — 2 u t0 LOCAL RECEIPT 2011 FIRST -CLASS MIAMI -DADE COUNTY STATE OF FLORIDA U.S. POSTAGE ; EXPIRES SEPT. 30.2011 PAID' MUST BE DISPLAYED AT PLACE OF BUSINESS MIAMI, FL PURSUANT TO COUNTY CODE CHAPTER 8A , ART. 9 & 10 ± PERMtT NO. 231 THIS IS NOT A BILL - DO NOT PAY RENEWAL pECEipT NO. 475113 - STATER CCCO38229 A8- DO NOT FORWARD ACE PROPERTY SERVICES CORP CARLOS PULLES PRES 10871 SW 188 ST AS MIAMI FL 33157 II 01111 A . 1II1t,i,t„aJ • 012 STATE OF FLORIDA IISPARTNET BUSIMS_AND RACTEMMAL mei 'plan NSTRUCrIoN INDUSTRY LICNNaING BOAND' rut .zgamin -1,3 . 00605003.72 POW AS IV LAW 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 CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSht µµwwU•L LTR 1NSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM/DD/YY) POLICY EXPIRATION DATE (MMIDD/YY) LIMITS A INSURED Ace Property Services Corp. 10871 SW 188th St. #8 -A Miami FL 33157 GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY GL100401 08/20/10 08/20/11 EACH OCCURRENCE $ 1, 0 0 0, 0 0 0 X P $ 50, 000 CLAIMS MADE X OCCUR MED EXP (Any one person) $ 5 , 0 0 0 PERSONAL&ADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2, 0 0 0, 0 0 0 GENT. AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ 2,000,000 POLICY 'E& LOC JECT AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below OR Y LIMITS A I O T OR IMITS S ER R E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS ' ACORD. CERTIFICATE OF LIABILITY I SU'` '' NCE PID M ACEP001 DATE O8/19 0 AUTHORIZED REPRESENTATIVE /fir' Phillip Lane M4 > '`-_'..,.,;5-25 , , PRODUCER J.W. Edens & Company Commercial Ins of Brevard, Inc 325 Fifth Avenue, Suite 108 Indialaatic FL 32903 Phone:321- 725 -7000 Fax:321- 725 -7856 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC# INSURED Ace Property Services Corp. 10871 SW 188th St. #8 -A Miami FL 33157 INSURER A: Canal Indemnity Company INSURER B: INSURER C: INSURER D: INSURER E: MIAMI sv Miami Shores Village Building & Zoning Department 10050 NE 2nd Ave Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE /fir' Phillip Lane M4 > '`-_'..,.,;5-25 , , COVERAGES CERTIFICATE HOLDER ACORD 25 (2001/08) CANCELLATION © ACORD CORPORATION 1988 THIS IS TO CERTIFY THAT 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 CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO AU. THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. DJSR LTR TYPE OF INSURANCE ADM DISR SUER WED POLICY NUMBER POLICY EFF (MMIDDIYYYII POLICY EXP GEWDDNYYY) LUSTS GENERAL UABRm' COMMERCIAL GENERAL LIABILITY I EACH OCCURRENCE $ DAMAGE TO RENTED PREMISES (Ea occurrence) $ (CLAIMS -MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $. ... _. GENERAL AGGREGATE $ GENT_ AGGREGATE PER: I PRODUCTS - COMP/OP AGG $ L POLICY I 1PRGIECT $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED HIRED AUTOS SCHEDULED NON -OWNED COMBINED SINGLE LIMB (Ea accident) - _ ..... . $ BODILY INJURY (Per person) $ - BODILY INJURY (Per accident) $ ". PROPERTY DAMAGE (Per accident) $ _ AUTOS $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ _ AGGREGATE $ DED I I RETENTIONS $ A WORKERS COMPENSATION AND EMPLGYER4' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? E( describe NH) DESCRIPTION OF OPERATIONS below YIN N/A WC201100000 1/1/2011 1/1/2012 X Tony mans I OTH- ER E.L. EACH ACCIDENT .$1,000,000 EL DISEASE - EA EMPLOYEE $1,000,000 $1,000,000 EL DISEASE - POLICY UMTT DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (Attach ACORD 10 , Additional Remarks Schedule, N more apace Is recurred) EFFECTIVE 10109/2006, COVERAGE IS FOR 100% OF THE EMPLOYEES OF FRANKCRUM LEASED TO ACE PROPERTY SERVICES, CORP. (CLIENT) FOR WHOM THE CLIENT IS REPORTING HOURS TO FRANKCRUM. COVERAGE IS NOT EXTENDED TO STATUTORY EMPLOYEES. MIAMI SHORES VILLAGE BUILDING DEPT 10050 NE 2ND AVE MIAMI SHORES FL. 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 2.�� ACOR PRODUCER FRANKCRUM INSURANCE AGENCY, INC. 100 S. MISSOURI AVE. CLEARWATER FL 33756 INSURED FrankCrum 1-800 -277 -1620 100 S MISSOURI AVENUE CLEARWATER FL 33756 CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy (les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). CONTACT NAME PHONE INC. Ho. BIN FAX (NC. NSF E.MAE. ADDRESS: INSURER(S) AFFORDING COVERAGE INSURER A FRANK WINSTON CRUM INSURANCE, INC. INSURER B: INSURER C: INSURER D: INSURER E: INSURER F: I DATE (mmnsu YYY) 12/16/2010 NAILS 11800 COVERAGES ACORD 25 (2010/05) CERTIFICATE NUMBER: The ACORD name and logo are registered marks of ACORD 158598 REVISION NUMBER: @ 1988.2010 ACORD CORPORATION. All rights reserved. go M iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Several properties in Miami Shores Village are located in a Special Flood Hazard Area (SFHA) as determined by the Flood Insurance Rate Map (FIRM). Development in a SFHA requires special attention to help protect life and property in the unfortunate event of a flood. Miami Shores Village Flood Damage Prevention Ordinance requires that the Building Department determine if a structure will be "Substantially Improved" prior to issuing any permits for improvement or repair. "Substantial Improvement" is defined in Miami Shores Village Flood Damage Prevention Ordinance as follows: "any reconstruction, rehabilitation, addition, or other improvement of a structure, the cost of.which equals or exceeds 50 percent of the market value of the structure before the "start of construction" of the improvement. This term includes structures that have incurred "substantial damage" regardless of the actual repair work performed." The starting date to determine cumulative costs will be 12 months prior to the issuance of any permit under consideration. All future work considered would require appropriate approvals prior to construction. All cumulative costs will be re- evaluated at the time the permits are issued. Q: Why was the 50% figure chosen as the substantial improvement threshold? A: The 50% threshold was chosen as a compromise between the extremes of 1) prohibiting all investment to structure in SFHA and 2) allowing structures to be improved in any fashion without regard to the hazard present. In the first alternative there is potential for causing hardship to those who have located in a SFHA without knowledge of the risk because the structure was constructed prior to the designation of the area as flood prone. These individual could not improve their structures as damage or age contributed to their deterioration. The second alternative provides no mechanism to ensure that increased investment in SFHA will receive needed protection from flood risk, thus contributing to the increased peril of life and property. The threshold is thus a compromise at a halfway point. "Market Value" is defined in Miami Shores Village Flood Damage Prevention Ordinance as follows: " the building value, which is the property value excluding the land value and that of the detached accessory structures and other improvements on site (as agreed to between a willing buyer and seller) as established by what the local real estate market will bear. Market value can be established by an independent certified appraisal (other than a limited or curbside appraisal, or one based on income approach), Actual Cash Value (replacement cost depreciated for age and quality of construction of building), or adjusted tax - assessed values." Note: The "Market Value" does not include the value of the land or other improvements on the property. (ie: pool, gazebo etc.) Created on June 2009 A "substantially improved" structure in a Flood Zone must be brought into compliance with Miami Shores Village Flood Damage Prevention Ordinance for new construction. This means a residential structure must be elevated to or above the level of the 100 -year or base flood and a commercial structure must be effectively "flood proofed" and meet other applicable requirements. These regulations are based upon the Federal Emergency Management Agency (FEMA) requirements and affect your flood insurance costs. Existing residential structures can be "substantially improved" by interior renovations or new additions or other improvements. EXAMPLE: In order to determine whether a proposed construction project would be classified as a substantial improvement, the market value of the building needs to be determined. This value is found on the official tax assessor's card for the property or may be obtained by a licensed property appraiser. That number is then divided by 2 to determine the substantial improvement threshold. Therefore, a home with a market value of $100,000.00 could have no more than $50.000 worth of new construction /renovations and /or repairs before the house would have to be elevated above the 100 year base flood elevation as shown on the Flood Insurance Rate Maps. It is the responsibility of the Building Department staff to ensure that the market value estimates are accurate and the cost estimate reflects the actual costs to fully repair the damage and make any other improvements to the structure. The staff requires that the permit applicant or owner of the building supply the proposed construction cost estimate, or contractor's contract, to make the determination. The staff then uses the latest "Means Square Foot Costs" and "Means Construction Cost Data" books to determine the accuracy of the estimate. These are nationally accepted manuals, which itemize all components involved with construction. The manual provides adjustment rates to handle the varying construction costs throughout the country. Q: What should be included in a contractor's estimate? A: Basically, the only items that are not included in the cost include plans, specifications, surveys and permit fees. All materials that are permanently a part of the structure should be included in the cost estimate. These items include, but are not limited to: windows, doors, hardwood floors, wall to wall carpeting, sheetrock, lumber, roofing material, footings, pilings, kitchen cabinets and counter tops, bathroom vanities, tiling, plumbing fixtures, new furnaces, hot water heaters, heating and air conditioning systems, electrical work and labor. The cost of all materials involved in new construction or replacing and restoring a structure to its pre- damaged condition must be included. Even if volunteer labor or self -labor is used, it must be estimated based on minimum -hour wage scales for the type of construction work that is done. Created on June 2009 In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) •, PROPERTY OWNER: LO R I% e Lee PERMIT # c2--PI I 3s1- 1 NE t. ADDRESS: CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET FOLIO NUMBER: FLOOD ZONE: COST OF PAST IMPROVEMENTS (12 MONTHS): 10/ 0 0 COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) 9S pob TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): OWNERS SIGNATURE: PLANREVIEWER: PLAN REVIEWER SIGNATURE: Created on June 2009 BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: DATE: MAR 022011 y o VALUE OF PRINCIPAL STRUCTURE (attach appraisal): SUBSTANTIAL IMPROVEMENT / DAMAGE LIST (NOTE: THIS LIST IS INTENDED FOR GUIDANCE ONLY, AND IS NOT ALL INCLUSIVE) ITEMS TO BE INCLUDED ALL STRUCTUAL ELEMENTS, INCLUDING Foundations including; Spread footing, Continuous footing, isolated footing, piles and pile caps Slabs including; Monolithic, floating, elevated Walls including; Exterior walls, Bearing walls, Shear walls Beams, Tie Beams, Columns and Posts Wood decking, Floor and Roof Sheathing Trusses, Joist Windows /Doors ALL BUILDING ELEMENTS, INCLUDING Interior Partitions, Walls, Columns Drywall, Ceilings, Built in Furniture, Cabinets, Vanities All Fixtures Flooring, Tile, Carpet, Stone, Linoleum, ect. All Finishes including Drywall, Paint, Stucco Plaster, Paneling, Tile, Marble, and Moldings Roofing Material ALL HARDWARE ALL UTILITY and SERVICE EQUIPMENT HVAC Electrical System and Equipment Plumbing System and Equipment Security System and Equipment Central Vacuum System Plumbing Fixtures Lighting Fixtures and Ceiling Fans Water Systems including Softeners /Filtration Created on June 2009 ALSO: All Labor and other Costs associated with Demolition, Removing, Replacing, Installing Building or Altering Building Components Construction Management / Supervision Overhead and Profit Equivalent cost for: Donated Materials Volunteer Labor (including owners and friends) Any Improvements Beyond Pre - damaged Condition, including; Utility Upgrades Code Upgrades ITEMS TO BE EXCLUDED Plans and Specifications Survey Costs Elevation Certificate Costs Permit fees Debris Removal Items not considered to be REAL Property Rugs, Furniture, Refrigerator, Appliances not Built -in Outside Improvements, Including; Landscaping Sidewalks Patios Fences Yard lights Sheds Gazebos Irrigation Pool Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Master Permit No. Process No. Contractor's Name ACE PROPERTY SERVICES CORP Job Address 1341 NE 103 Street Miami Shores, FL CA Low Slope ❑ Mechanically Fastened Tile 0 Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof 10 Reroofing ❑ Recovering ❑ Repair ❑ Maintenance NO GAS VENTS Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) T 500 3800 Section A (General Information) ROOF CATEGORY ROOF SYSTEM INFORMATION 4 SECTION B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers and overflow drains. Include dimensions of sections identify dimensions of elevated pressure zones and location of parapets. 1U' FT AT GOOF 73 • 27' • _4' SUBJECT TO CO STATE AND COUNTY PUAN CE RULES WITH AND M ALL REG TIONS S1 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Max. Design Pressure, From the Specific NOA System: - 52.5 Anchor /Base Sheet Fastener /Bonding Material: Base Sheet(s) & No. of Ply(s): 1 ply 75# Base Sheet Fastener /Bonding Material: 6°Oc Lap /12°oc Field 3/4 Ringshank nails & 1 5/8 Tincaps/ 1 1/4 Nails at Beams Ply Sheet Fastener /Bonding Material: Aspalt/Hot Mopped Top Ply Fastener /Bonding Material: Asphalt/Hot Mopped Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA ") System Manufacturer. GAF NOA No.: 07- 1219.09 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: -49 Pmax2: -82.6 Pmax3: -124.3 Deck: 1 X6 T & G Type: Gauge/Thickness: 3x3 26 ga galvanized metal Slope: 1 /2:12 Anchor/Base Sheet & No. of Ply(s): Insulation Base Layer. Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Material: Top Insulation Layer Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Material: Ply Sheet(s) & No. of Ply(s): 1 Ply Rubberoid 20 Top Ply: 1 Ply Mineral Surface Capsheet Surfacing: Fastener Spacing for Anchor /Base Sheet Attachment Field: 6 " oc @ Lap, # Rows 2 @ 6 " oc Perimeter. 6 " oc @ Lap, # Rows 4 @ 6 " oc Corner 6 " oc @ Lap, # Rows 4 @ 6 ° oc Number of Fasteners Per Insulation Board Field: Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. 1 Su Ply Mineral rface Capsheet 1 Ply Rubberoid2 1 Ply 75# 1x6T&G 3x3 26 ga galvanized metal A 0 FT. FT. • n/a Parapet Height 10 Mean Roof Height Roof System Manufacturer: Monier Lifetile, LLC Product Approval Number: 07- 0711.03 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: -45.1 P2 -78.6 p3 -116.2 Maximum Design Pressure Product Approval Specific System: 118.9 Method of Tile Attachment: Polypro AH 160 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Roof Slope: 3 : 12 Steep Sloped System Description Deck Type: Type Underlayment: Insulation: Ridge Ventilation? n/a Section D (Steep Sloped Roof System) Fire Barrier: Mean Roof Height: 10' 1x6 T & G 30 lb. n/a n/a Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: Roof Covering: 1 1 /4 RS Nail & 5/8 Tincap Asphalt 90 lb Saxony 900 Slate Tiles Type & Size Drips Edge: 3x3 26 GA Galvanized Metal Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity M, Product Approval Attachment Resistance M, Product Approval Required Moment Resistance M Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions I = length w =width Product Approval All calculations must be submitted to the Building Official at the time of permit application. Mf Required Moment Resistance* Mean Roof Height 15' 20' 25' 30' 40' -* Roof Slope j 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 36.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M the values from M. If the M are greater than or equal to the M values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P -45.1 x A .289 = 13.03 ) - M 8.03 = M 5.00 (P -78.6 x A .289 = 22.72 ) - M 8.03 = Mr2 14.69 (P -116.2 x a .289 = 33.58 ) _ M 8.03 = Mr3 25.55 Product Approval Mf 118.9 Product Approval Mf 118.9 Product Approval M 118.9 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below Product Approval M *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compare the values for F' with the values for F If the F' values are greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P,: x 1: = x w:= ) - W: x cos 0: - = F Product Approval F' (P x 1: = x w:= ) - W: x cos 0: - = F Product Approval F' (P x 1: = x w:= ) - W: x cos 0: - = F Product Approval F' MIAMI' BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MonierLifetile, LLC 200 Story Road Lake Wales, FL 33853 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the .expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA# 07- 0228.03 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09 /07/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: SCOPE: This new NOA approves a system using MonierLifetile Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured MonierLifetile LLC and described 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 the installation section herein. The attachment calculations shall be done as a moment based system. PRODUCT DESCRIPTION Manuf b Applicant MonierLifetile LLC Saxony 900 Trim Pieces SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Roofing Flat Profile Roofing Tiles Concrete Dimensions 1 =17" w = 13" 1- 5/32" thick Slate 1- 9/32" thick Shake & Split Shake 1= varies w = varies varying thickness Test Identifier 7161 -03 Appendix III 94 -084 94 -060A 25- 7183 -6 25- 7183 -5 Test Specifications TAS 112 TAS 112 Product Description Flat profile, interlocking, high- pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Date Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik-Drive Screws, Battens) NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 2 of 7 Dec. 1991 May 1994 March, 1994 Feb. 1995 Feb. 1995 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineers Test Agencv Test Identifier 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Project No. 307025 Test #MDC -77 R1.894 R2.894 R3.894 520109 -1 520111 -4 520191 -1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations 130 Test Name/Report Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Static Uplift Testing PA 101 25 -7094 25-7496 25-7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25-7183 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Gravity TAS 112 Date March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Dec. 1998 March 1999 February 1996 April 1996 December 1996 March 1995 January 2007 April 1999 February 2007 January 2007 NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09 /07/07 Page 3 of 7 Table 3: Restoring Moments due to Gravity - M (ft -Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Saxony 900 Slate, Shake & Split Shake Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) MonierLifetile Saxony 900 Slate, Shake & Split Shake 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers - X ft) Tile Profile ) (ft) Batten Application 0.289 X (ft) Direct Deck Application 0.313 MonierLifetile Saxony 900 Slate, Shake & Split Shake LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 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. 4. Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 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. 6. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. INSTALLATION: 1. MonierLifetile Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 2. Data For Attachment Calculations NOA No.: 07 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - M, (ft-Ibf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 Slate, Shake & Split Shake 2.10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 .#8 Screw 30.8 30.8 18.2 2 . #8 Screws 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 5: Attachment Resistance Expressed as a Moment Mr (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Adhesive 31.3E 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - M1 (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Polyfoam PotyProTM 118.9 Polyfoam PolyProTM 40.4 3 Large paddy placement of 45 grams of PolyProTm. 4 Medium paddy placement of 24 grams of PolyPrarm. Table 5B: Attachment Resistance Expressed as a Moment - M -Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Mortar Set' 43.9 5. Tile -Tide Roof Tile Mortar NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 5 of 7 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 ". BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. c .. MONIERLIFETILE LLC, SAXONY 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE PROFILE DRAWING WATERLOCK MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL) NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 6 of 7 PROFILE DRAWING MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL) MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE NOA No.: 07-0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 7 of 7 MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (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. 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 Jorge L. Acebo. NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: 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 Polypro+l) AH160 Foampro® RTF1000 ProPack® 30 & 100 PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Roofing Roof tile adhesive Polyurethane Dimensions Test Specifications N/A TAS 101 N/A N/A Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. Results 1.6 lbs. /ft? 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch +0.07% Volume Change ® -40° F., 2 weeks +6.0% Volume Change @158 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94 01- 6739- 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. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® 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. F ;2 F MS W NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® A11160. 2. Polypro® A11160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® A11160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTFI000 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® A11160 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 Polyprokll 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 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 9) Place enough adhesive to achieve 17 to 23 aal square inches br contact with theprntee steeP P ePP ils 2) Tura cars upside down. Place adhesive 1l2 In. To 1 in. From outside edge of cover tile Then install the We. Und top PIMA of the eave course cover tile Abut to second course of pan tiles. Ensure ease end of pan and cover tiles are Hush at save be Eava closure (master shovm) Weephole Fascia Paddy (Beth Tee) Manhole Eave closure Drip edge Nall t plasma cent Optional P Mortar on longitudinal edges oftee 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: 04 /13/06 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement 1 . in. x3In. Single paddy on underiayment S ingle paddy on top of tile Eave Course Nail through plash cement Underlayment 1 in.x 3 in. S 4In. PaddY on under - layment Single paddy under the Single paddy between tile 2 in. x 7 in. medium size paddy eave course only Single paddy on top of tile Eve Course Fascia Weak Eave closure moped Single paddy between hie Eave Closure 2 in. x 7 In. medium Fascia size paddy eave course only END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7 192 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) — Continued Base Coat: "A-38 Series ", 0.75 gal /sq. Second Base Coat: "A-38 Series °, 0.75 gal /sq. Wear Coats "A 38 Series °, 0.75 gal /sq plus walnut shells at0.75l s per s4• Surface "A -38 Series ", 0.75 gal /sq plus walnut shells at 0.75 lbs per sq 46 Deck NC Inclines 3/4 Foams Spray application of 2 -in. thick "Polyfoam 273' (2.7 lb/ft.' ) Surfacing Spray application of 28 to 34 -mils 'U -8730" (aluminwu) 47 Deck NC Inclines 1/2 Insulation Spray application of 2-in. thick "Polyfoam 273° (2.7 lb/ft? ) Suhdacing Spray application of 28 to 34 -mils °U -8782" (ivory) GAF MATERIALS CORP 61308 1361 AIRS RD, WAYNE NJ 07470 "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base streets in any of the following C.lassi fcations. 1/2 is thick (min) gypsum board or 1/4 in. thick (min) G-P Gyyppss DensDeck® may be u - in any existing noncombustible deck Ctass When this is done, the resulting tem is acceptable for use over combustble (15/32 in. min) roof" s s decks. T joints in the gypsum board and ovmiayment board are offset 6 in. with the {joints in the deck. If pot= is part of the roof system, it must be placed below the overla Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G-P G DensDeck4il in hot asphalt. ap�lcab w is an acceptable alternate to "EnergyGuard° in any GAF Stratavent Eliminator Venting Base sheet (Naiiabier may be mechani- cally attached or hot mopped over noncombustlble decks and as recover over exiML Asoof s Ped(te Insulation may be utilized as a cover board over "EVER- GUARD" irhsulatkin in any of the following systems. Unless otherwise indicated, the roof Insulation is mechanically fastened, adhered with hot mopping ss�� or urethane insulation adhesive. rate reference in any of the toliowirtg Classficatons include'ENERGuaS References to glass fiber insulation include "EnergyGuard Fiberglass ante ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT & mss mat base sheet ("GAFGLAS 475 Base Sheer or fber ply sheet ("GAFGLAS GLLAS Ply 4" "GAFGLAS Ply 6 "" ) 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 skeet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAP Stratavent Eliminator Venting Base Sheet (Nailabte)" . Perforated to be mopped and mailable to be mechanically attached granule side down.' As an Cptan'Type G2 asphalt glass mat base sheet ( "GAFGLAS 475 Base rAFGLAS 480 UU1MA" or' "GAF Stratavent Eliminator Venting Base Sheet (Nalablep' may be substituted for G1 asphalt gla fiber ply sheet ( "GAIGLASS Ply �4" or "GAFGLAS Ply 6" ) as the nailed base ply in the folling o6 yy ply or base sheet may be sold mopped, spot mopped or raechaai- links' otherwise indicated, all insulations may be hot mopped or mechani- °GATGLAS Flashing' or "Ruberoid" may be used for flashing Many of the Class A, B or C listed below. When "p chic" is referenced, this includes "CAFfEMP PbRMAL1TE®° or aaq other Classified perlite insulation. Crushed stone or slag 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 Blowing Class A, B or C systems listed over C -15/32 01 NC. The vie of gypsum beard under any of the following Class A. B or C systems does not adversely effect the rating. The use of 1/2 in, min gypsum board is an acceptable alternate for Insulation over C -15/32 decks. The use of insulation board between min 3/4 in. pe�rrhLttee board and deck w�paper (perlite /rosin paper/polystyrene/perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C "BMCA RA", "BMCATapered EnergyGuard RA" and "BMCA EnergyGuard " may be substituted for any Atlas polyisocyanurate insula- tion in an of the following Classifications. ThmobvU "Penny MW may be utilized with any of the following "Asphalt Felt with Hot Asphalt". ISO Premium Base met may be used in any of the following • GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ". 2007 ROOFING MATERIALS AND SYSTEMS DIRECTORY LOOK FOR THE UL MARK ON PRODUCT Rte COVERING MATERIALS (TEVi) Roofing Systems (TGFU) Continued "GAFTEMP Peratalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC C lion. Unless otherwise indicated, arty of the °Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fiireshield MB' at 2.5 — 30 gal /sq. Class A,8 and C Hot roofing asphalt for use with organic and glass felts or mddified bitumen membranes. "Ruberoid Heat Weld" 5B6 roofing membrane may be used in lien of "Ruberold Mop" SBS products in any applicable Classification Class A 1. Declo C -15/32 lncines 3 Insulation (Optionalh One or more layers peclite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber /iso yamnate composite, phenolic, any thickness. Ply Sheet Three or more layers Type Gl "GAFGLAS Ply 4" or GAFGLAS Ply 6 ", hot mopped. Surfacing Gravel. 2. Deck» C-15/32 Inclines 2 Insulation (Optional: One or more layers perlite, wood fiber, glass fiber, imcyamuate urethane, perlite /isocyanurate compete, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type GI "GAFGLAS Ply 4" or "GATGt.AS Ply 6 ". Cap Sheee Otte Sheer or "ErtergyCap Mir S G3 MAFGLAS Mineral Surfaced Cap 3. Deck NC Incline: 2 • Insulation (Optianalk One or more layers perlite, wood fiber glass ure urethane c�t�posite wood fiber//isocy � 2� max Ply Sheets Two or more layers Type Gi "GAFGL Ply 4" or "GAF GLAS Ply 6 ". Cap Sheeh One layer Type G 3 'GAF GIAS Minera Surfaced Cap Sheet° or "EnergyCa M ine ral Surfaced C sheet°. 4. Deck NC Ire: 1/2 lasnlations One or two lay ers "Isotherm R", 412 m t rot moppecL Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber mat ; s c : •15I Incline Slip Sheet (Optio 0. • rosin paper, nailed to deck ase SbeN6 (One kW Type G1, "GAE3a1AS N75, ewe Sh '. lmic nailed AVM ap She .' one layer Typed C3 AFGLAS t" er "En Ca • Mineral urfaced Ca • Sheet" 6. Deck NC Incline 3 Base Sheep One layer G2 "GAFGLAS 875 Base Sheet". Ply Shin One or more Type Gl "GAFGLAS Ply 4" or °GAF - GLAS Ply 6 ". Cap Sheet One layer Type G3 "'GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet". 7. Declk C-15/32 bane 2 Insulations One or more layers perlite, &ea fiber, isocyanurate, are" thane, perlite /isocyanurate composite, /uxetharre vita, phe- nolic, 1.0 in min (offset from plywood joints 6 in.). Base Sheet: One or more layers Type Gi, G2 or G3. Membrane One or more layers "Rubemdd Torch" (Smooth or Granule), "Ruberoid Torch Plus" (granule) "Ruberoid Mop" (Smooth or Granule) or Sh Mop Plus" Cap Sheep Type G3 Mineral Surfaced Cap Street or "EnergyCap Mineral Surfaced Cap Sheet", hot stopped. 8. Deck C -15/32 Inclines 2 Insulation (Optional): One or more Layers ptalite, wood fiber, glass fiber, isocyanurate, urbane, perlite /isocyanurate composite pedite/ urethane composite, wood fi er/isocyamt ate composite.. phenolic, any Base Sheet: Two or more layers Type G2 or G3. Ply Sheet (Optional): One or mme layers Type Gl. Membrane One or more layers "Rubemid Torch" (Snhoattor Granule) "Ruberoid Torch Plus" (mule), "Ruberald Mop" (Smooth or Graruule) or "Ruberoid Mop Plan' (gra ). iti� �� A AAII I�aA . 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 desdribed herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 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. (CAF 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 (IVIYA No.. (07- 1219.09) $xpiration Data) (11/04/13) Approval Date: 03/20/08 Page 1 of 19 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Tyne: Maximum Design Pressure Product Leak BusterTM MatrixTM 307 Premium Asphalt Primer GAF Mineral Shield"! Granules Leak BusterTM MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterTM MatrixTM 322 Elastomeric Roof Coating LeakBusterTM MatrixTM Select Asphalt Emulsion Fibered 306 Leak Busteem MatrixTM 204 Wet/Dry Roof Cement RUBEROID Modified Bitumen Flashing Cement LeakBusterm MatrixTM 201 Premium SBS Flashing Cement GAFGLAS''' #75 Roofing BUR Wood -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Dimensions Specification 3, 5, 55 gallons 60 & 100 lb. bags 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 5 gallons 5 gallons ASTM D 41 ASTM D 1863 ASTM 1227 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion fibered. 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 PIyTM 6 GAFGLAS Ply 4 GAFGLAS Mineral Surfaced Cap Sheet GAFGLAS EnergyCapTM Mineral Surfaced Cap Sheet GAFGLAS STRATAVENT EliminatorTM Perforated GAFGLAS® Flashing GAFGLAS STRATAVENT Eliminatorm Nailable RUBEROID SBS Heat We1dTM Smooth RUBEROID SBS Heat- We1dTM Granule RUBEROID SBS Heat- We1dTM 170 FR RUBEROID SBS Heat-WeldTM PLUS RUBEROID ® SBS H PLUS FR RUBEROID SBS Heat- We1dTM 25 RUBEROID Modified Base Sheet Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 3937" (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 (3937 ") 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 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D4601, Type II, UL Type G2 BUR Product Description Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT 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: 03/20/08 Page 3 of 19 Product RUBEROID 20 RUBEROID Mop Granule RUBEROID Mop Plus (Granule) RUBEROID MOP Smooth RUBEROID MOP 170FR RUBEROID MOP FR RUBEROID TORCH Smooth RUBEROID TORCH Granule RUBEROID TORCH PLUS (Granule) RUBEROID ® TORCH FR RUBEROID ® 170FR TORCH RUBEROID RUBEROID 30 FR RUBEROID ULTRACLAD RUBEROID Dual FR Vent Stacks (metal and plastic) Dimensions 3937" (1 meter) wide 39.37" (1 meter) wide 39.37' (1 meter) wide 39,37" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide 30 39.3T' (I meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 3937" (1 meter) Wide Test Specification ASTM D 6163 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 TAS 100(A) ASTM D 1929 ASTM D 635 Product Description SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral 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 Buster"' MatrixTM 302 Non Fibered Aluminum Roof Coating GAF Built -Up Roofmg Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P Leak BusterTM MatrixTM 602 Leak BusterTM MatrixTM 715 LeakBuster"' MatrixTM 531 WeatherCoteTM SeamCote"' FireOutTM VersaShield VersaShield FB-1S VersaShield FB -2S TOPCOAT FireShield MB Leak BusterTM MatrixTM 201 SBS Flashing Cement Leak BusterTM MatrixTM 102 SBS Adhesive Leak BusterTM Matrix"' 202 SBS Flashing Cement Leak BusterTM MatrixTM 203 Plastic Roof Cement Leak BusterTM MatrixTM 103 Cold Process Adhesive Dimensions 5 gallons 1001b. cartons, bulk 60 Ib. kegs 5 gallons 5 gallons 2 gallons 2, 5 gallons 5, 55 gallons 350 sq ft. roll 350 sq ft. roll 350 sq ft. roll 5, 55 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Teat Specification ASTM D2824, Type I ASTM D312, Types I, II, III and IV proprietary ASTM D-412 ASTM 0 -21 -96 ASTM D1475 ASTM E -1644 ASTM 03019 ASTM D3019 ASTM 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 roofing membrane. Low VOC, fire barrier coating. Non - Asphaltic Fiberglass -Based Underlayment. Non - Asphaltic Fiberglass -Based Underlayment. Non - Asphaltic Fiberglass -Based Underlayment. Elastomeric roofing membrane Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified 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 Buster TM 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 Pennalite 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 Dimensions 5 gallons 5 gallons Test Specification ASTM D 2824 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 Description Fibered aluminum coating. ASTM D2824, Non - Fibered aluminum pigmented, asphalt Type I roof coating. 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 USO Corporation NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 6 of 19 APPROVED FASTENERS: Fastener Number TAT ofS.Fl. Test Ai encv Product Name 1. Drill -TecTM 1112 Standard, #14 and #15 extra Heavy Duty Fastener , Heavy Duty Roofing Fastener 2. Drill-TecTM ASAP 3. Drill -TecTM #12 or #14 Standard screws with AccuTrac Plate 4. Drill -TecTM Gaivalume Plates 5. Drill-TecTM Polypropylene Plates 6. Drill -TecTM AccuTrac Plate EVIDENCE SUBMITTED: Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. TABLE 3 Product Description Insulation fastener and Base Play fastener for steel, wood & concrete decks. Pre - assembled Drill - TecTM Fasteners and metal and plastic plates. Base sheet fastening assembly. Round Galvalume stress plates. Round polypropylene stress plates. Square Galvalume coated steel plate. Test Identifier J.I. 2B8A4.AM J.I. 3B9Q1:AM J.I. ODOA8.AM J.I.ODIA8.AM J.I. 0Y9Q5.AM 3029832 GAF- 012 -02 -02 GAF- 020 -02 -01 02 -005 02 -014 Dimensions Various Various Various 3" and 3 'A" 3" and 3 %z" Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" Square GAF Materials Corp. Description 4470 4470 4470 4470 -TAS 114 4470 - TAS 114 4470 -TAS 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 05.11.07 11.06.01 02.0I.02 01.18.02 03.22.02 NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page7of 19 APPROVED ASSEMBLIES Deck Type 1I: Wood, Insulated Deck Description: 1 9 / 32 " or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. . Insulation Layer (Table 2) Insulation Fasteners Fastener • (When applicable: Steel plate only =S, plastic plate only (Table 3) Density /ft =P). EnergyGuartim, EnergyGuardTM Composite, EverGuard ISO, EnergyGuardTM RA, EnergyGuardTM RA Composite Minimum 1" thick N /A' N/A EnergyGuardTM High Density Wood Fiber, EnergyGuardTM Recover Board, Wood Fiber, • Minimum V2" thick EnergyGuardTM Perlite Minimum %" thick Fiberglas (Min. 15 / 16 " thick) Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs /100 ft Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS STRATAVENT Eliminator" Perforated laid dry or a layer of EnergyGuardTM Perlite or wood fiber overlay board on all isocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield ® Non - Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Anchor sheet: GAFGLAS #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM • Nailable, RUBEROID Modified Base Sheet, RUBEROID 20, RUBEROID Heat -We1dm Smooth or RUBEROID Heat- WeIdTM 25 base sheet mechanically fastened as described below; Fastening Options: GAFGLAS Ply 4, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —4S psi, See General Limitation #7) N/A N/A N/A N/A N/A • N/A NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 8 of 19 'Fastening Options: Base Sheet: Ply Sheet: GAFGLAS Ply 4, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" 0.0. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5 psf, See General Limitation #7) GAFGLAS #80ULTIMATM, RUBEROID 20, 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 Limitation #7) GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM #I2 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Anchor 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) GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill-TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) (Optional) Install one ply of GAFGLAS #75, GAFGLAS #80 ULTIlYIATM Base Sheet, GAFGLAS STRATAVENT EliminatorTM Perforated, RUBEROID Modified Base Sheet, RUBEROID Mop Smooth, RUBEROID® 20 RUBEROID Heat- We1dTM Smooth or RUBEROID Heat- WeldxM directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbsfsq; (see General Limitation #4). One or more plies GAFGLAS PLY 4, GAFGLAS Flex PIyTM 6 sheet, #80 Ultima, RUBEROID Mop Smooth or RUBEROID 20 adhered - in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibs.lsq. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 . Approval Date: 03/20/08 Page 9 of 19 Cap Sheet: (Optional) One ply of GAFGLAS Mineral Surfaced Cap Sheet or GAFGLAS Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs./sq. 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 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbsJsq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbsJsq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal. /sq. Maximum Design Pressure: See Fastening above. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT Surface Seal, TOPCONT Fireshield SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 gal. /sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 10 of 19 Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type B: Optional base sheet laid dry; base layer of insulation mechanically fastened, optional top layer adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation for Base Layer (Table 2) When applicable: Steel plate only =S, plastic plate only =P EnergyGuardTM, EnergyGuardTM RA Minimum 1.3" thick EnergyGuard= RN Minimum 1.4" thick EnergyGuardTM Composite, EnergyGuard= RA Composite Minimum 1.5 thick EnergyGuardTM Perlite Minimum 3 /4" thick 1S(3.5"), or 3 EnergyGuardTM Fiberboard, EnergyGuard= High Density Fiberboard Minimum 1" thick 1, 2, or 3 Insulation Fasteners Fastener (Table 3) Density /ft 1,2,or3 1:3 ft 1,2,or3 1:3ft 3 1:3 to 1:2 ft 1:4 ft Note: Base layer shall be mechanically attached with fasteners and density described. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See Roofing A1plication Standard RAS 117 for fastening details). GAF requires either a ply of GAFGLAS STRATAVENT® Eliminator= perforated laid dry or a layer of EnergyGuardTM or wood fiber overlay board on all isocyanurate applications. Insulation for Top Layer (Table 2) Insulation Fasteners When applicable: Steel plate only =S, plastic plate only =P (Table 3) Any of the insulations listed for Base Layer, above. N/A Fastener Density/ft N/A EnergyGuardTM High Density Wood Fiber, EnergyGuardTM High Density Wood Fiberboard, EnergyGuardTM Recover Board Minimum %z" thick N/A N/A Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT range and at a rate of 20-40 Ibs/100 ft Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield''Non-Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. NOA No.: 07 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 11 of 19 Base Sheet: (Optional) Install one ply of GAFGLAS® #7S, GAFGLAS #80 ULTIMA' Base Sheet, GAFGLAS® PLY 4, GAFGLAS Flex Ply= 6, GAFGLAS STRATAVENT Eliminator Perforated(laid dry), RUBEROID Modified Base Sheet, RUBEROID Mop Smooth or RUBEROID 20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq; (see General Limitation #4). Ply Sheet: Two or more plies of GAFGLAS PLY 4, GAFGLAS' FlexPly 6 ply sheet, #80 Ultima, RUBEROID Mop Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. (See specification number for appropriate number of plies). Cap Sheet: ' (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS ® EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full . mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. (See GAF application instructions for approved method of installation). 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 lbs. /sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterTM MatrixTM 715 , Leak Buster" MatrixTM 322, TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal. /sq. 5. Leak Buster" MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT Surface Seal, TOPCOAT Fireshield SB Solvent based Elastomeric Roofing Membrane applied at lto 1.5 galfsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable BuildingCodes. Maximum Design Pressure: -45 psf; (See General Limitation #7) ECO APPROVED NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 12 of 19 Deck Type 1I: Wood, Insulated Deck Description: '9 / 32 " or greater plywood or wood plank System Type C: One or more layers of insulation simultaneously attached; Base layer optional. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation for Base Layer (Table 2) Insulation Fasteners Fastener (When applicable: Steel plate only =S, platic plate only =P) (Table 3) Density /ft EnergyGuardTM RN, EnergyGuardTM, EnergyGuaM M RA Minimum 1.3" thick N/A N/A EnergyGuardTM Min. 1.4" thick N/A N/A EnergyGuardTM Composite, EnergyGuardTM RA Composite Minimum 1.5" thick N/A N/A EnergyGuardTM Perlite Minimum 3 /4" thick N/A N/A Wood Fiber, EnergyGuardTM Fiberboard, EnergyGuardTM High Density Fiberboard Minimum 1" thick N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 ' for insulation attachment. GAF requires either a ply of GAFGLAS STRATAVENT® EliminatorTM perforated laid dry or a layer of EnergyGuardTM Perlite or wood fiber overlay board on all isocyanurate applications. Insulation for Top Layer (Table 2) Insulation Fasteners Fastener When applicable: Steel plate only =S, plastic plate only =P (Table 3) Density/ft EnergyGuard, EnergyGuard RA Minimum 1.3" thick 1, 2, or 3 1:3 ft 1,2,or3 1:3ft EnergyGuardTM RN Minimum 1.4" thick EnergyGuardTM Composite, EnergyGuardTM RA Composite Minimum 1 thick EnergyGuardTM Perlite Minimum 3 /a" thick Fiberglas Minimum 15 /16" thick 3 15(3.5 "), or 3 1,2,or3 1:3 ft 1:2 ft 1:2.67 ft Wood Fiber, EnergyGuardTM Fiberboard, EnergyGuardTM High Density Fiberboard Minimum 1" thick 1, 2, or 3 1:4 ft NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 13 of 19 Note: Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLAr STRATAVENT® Eliminator' Perforated laid dry or a layer of EnergyGuardTM Perlite or wood fiber overlay board on all isocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield ® Non- Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base Sheet: (Optional) Install one ply of GAFGLAS #75, GAFGLAS #80 ULTIMA'`' Base Sheet, GAFGLAS PLY 4, GAFGLAS FlexPly' 6, GAFGLAS STRATAVENT EliminatorTM Perforated (laid dry), RUBEROID Modified Base Sheet, RUBEROID Mop Smooth or RUBEROID 20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. If base sheet is applied-directly to polyisocyanurate insulation only a spot or strip mopped application as detailed in this approval the use of an overlay board is approved; see General Limitation #4. Ply Sheet: Two or more plies of GAFGLAS PLY 4, GAFGLAS FIexP1y" 6 ply sheet, #80 ULTIMATM, , RUBEROID Mop Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Cap Sheet: (Optional) One ply of GAFGLAS Mineral Surfaced Cap Sheet or GAFGLAS EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbssq. 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 lbsJsq. and 300 lbsJsq. respectively in a flood coat of approved asphalt at 60lbs.sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal. /sq. 2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM - 322, TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal./sq. 6. TOPCOAT Surface Seal, TOPCOAT Fireshield SB Solvent based Elastomeric Roofing Membrane applied at 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: -45 psf; (See General Limitation #7) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 14 of 19 Deck Type 1I: Deck Description: Wood, Insulated 19 or greater plywood.or wood plank System Type D: Insulation and Base sheet simultaneously All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer loosely laid with firmly butted joints. Insulation Fasteners Fastener (Table 3) Density /ft EnergyGuardTM, EnergyGuardTM RA, Minimum 1.3" thick N/A N/A EnergyGuardTM High Density Fiberboard, EnergyGuardTM Fiberboard Minimum 1" thick N/A N/A Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield ® Non- Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base Sheet: Install one ply of GAFGLAS® #75, GAFGLAS #80 Ultima ULTIMAT' Base Sheet, GAFGLAS® STRATAVENTt Eliminatorm Nailable or RUBEROID® 20 base sheet applied over the loose laid insulation with 2" side laps mechanically fastened as described below; Fastening Options: Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill -TecTM AccuTrac Plates are installed through the base sheet and insulation in 3 rows 12" o.c. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure -45 psf, See General Limitation #7) Drill -TeeTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill-TecTM AccuTrac Plates are installed through the base sheet and insulation in 4 rows 8" o.c. One row is in the 2" side lap. The other 3 rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -75 psf, See General Limitation #7) GAFGLAS #80ULTIMATM, RUBEROID 20, RUBEROID Mop Smooth, base sheet attached to deck with approved annular ring shank nails with a minimum embedment of 1" into the wood substrate and inverted 3" steel plate at a fastener spacing of 9" o.c, at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure -60 psf, See General Limitation #7) Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates in 4 rows 12" 0.0. 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 Ldrnitation #7) Ply Sheet: One or more plies GAFGLAS PLY 4, GAFGLAS+ , GAFGLAS FlexPlyTM 6 sheet, #80 Ultima or RUBEROID 20adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 15 of 19 Cap Sheet: Surfacing: (Optional, required if RUBEROID MOP Smooth or RUB EROID" 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 4001bs. /sq. and 300 lbs.sq. respectively in a flood coat of approved asphalt at 60 lbs.sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at 'a rate of 3 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 lbs.sq. 3. Leak Buster"' MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 galJsq. 4. Leak Busterm MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 galJsq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 galJsq. 6. TOPCOAT Surface Seal, TOPCOAT Fireshield SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 galJsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above (Optional) One ply of GAFGLAS Mineral Surfaced Cap Sheet or GAFGLAS EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 16 of 19 Deck Type 1: Deck Description: System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutm Fire Barrier Coating, VersaShield ® Non - Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID Modified Base Sheet, RUBEROID 20, RUBEROID Heat- We1dTM Smooth or RUBEROID Heat- WeIdTM 25 base sheet mechanically fastened to deck as described below; (Fastening Options GAFGLAS Ply 4, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tecm #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —4S psf, See General Limitation # 7) (GAFGLAS Flex PIyTM 6. GAFGLAS® #75 Base. Sheet or any of above Base) sheets attached to deck with approved annular ring shank nails an tin caps at (fitstener spacing of 9" o.c. at the 4" lap staggered and in two rows o.c. in (field.) (Wood, Non- insulated) 19 or greater plywood or wood plank decks ((Maximum Design Pressure —S2.5 psf, Se General Limits t #7)) GAFGLAS #80ULTIMATM, RUBEROID RUBEROID Smooth, base sheet attached to deck with approved PA" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -Tee steel plate or Drill -TeeTM 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 (Ply Sheet (Cap Sheets) Maximum Design Pressure: See Fastening Above GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Teed #12 standard, #14 or # 15 Screws and 3" Drill-Teem steel plate or Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) (One or more plies)of GAFGLAS PLY 4, #80 ULTIMA, RUBEROID MOP Smooth or(RUBEROID. 20adhered in a full mopping of approved as hal (applied within the EVT range and at a rate of 20 -40 lbs./sq ((Optional) One Ply GAFGLAS Mineral Surfaced Cap Sheet'oi (GAFGLAS Surfaced Cap Sheet adhered ittaId (mopping of approved asphalt applied within the EVT range and at a race (9f 20- 401bs.sgh) 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 Ibssq. respectively in a flood coat of approved asphalt at 60 lbs. /sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs. /sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak BusterTM Matrix"' 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 galisq. 6. TOPCOAT® Surface Seal, TOPCOAT Fireshield SB Solvent based Elastomeric Roofing Membrane applied at lto 1.5 galisq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex PIyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A" Dens DeckTM or 'A" 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- 401bs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsfsq. 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 #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10.. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 Owner's Notification Form 07 "Delivering Excellence Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES - REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS :1524.1 Scope. As it pertains to this section, it is the responsibility of the roofmg contractor to provide the owner with the required roofmg permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the itel has been explained. 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofmg system meets the wind resistance and water intrusion 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. f wI 2. Renailing wood decks: When replacing roofmg, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 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 work to be performed. 4. Exposed ceilings: 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, roofmg nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. IN 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofmg system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not 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 requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida- licensed engineer or registered architect to eliminate the attic venting, venting shall not • e required. Owner's /Agent's Signature: Date: / JJ Contractor's Signature: � Permit Number: Property Address: 1 3VE N t'' /03 51