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RF-12-2430Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 186818 Permit Number: RF -12 -12 -2430 Inspection Date: March 12, 2013 Inspector: Rodriguez, Jorge Owner: SHEVOCK, JOHN Job Address: 102 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: PAUL KAWALEK ROOFING CO. Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132060132990 Phone: (305)754 -0191 Building Department Comments RE -ROOF TILE AND FLAT ROOF Infractio Passed Comments INSPECTOR COMMENTS False Passed I Inspector Comments CREATED AS REINSPECTION FOR INSP- 183436. REPLACE 2 BROKEN TILES. SEAL COUNTER FLASHING FASTENERS. aA92 �-7'"- .r2 /ice e�c /vs6. Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 March 12, 2013 Page 1 of 1 10/03/2007 16 :18 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES RE: Permit # ikE --t is 21430 Silr a' eE'laec 10050 NE 2" Ave Miami Shores, F133138 Phone 305. 795.2204; Fax 305.756.8972 www.miamishoresviilage.com VaAAA V<Ikwate/K DATE: 31 I I 13 INSPECTION AFFIDAVIT (Print name and circle License Type) , licensed as a (n FS 468 Building Inspector cJ CS p,50000tj License #: On or about 1 1 rl 1 r i i :317 AAm (Date & time) secondary water barrier work at 10 a NE C1 i-144‘ X003/003 Engineer / Architect, , i did personally inspect the roof deck nailing and /or (Complete Job Site Address) Based upon that examination 1 have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) 40kiv1/4,4(„„ Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this Notary Public, Sate of Florida at Large `General, Building, Residential, or Roofing Co Include photographs of each plane of the roof inspection OCT 03, 2067 03103P M1AP41 ammo V1 d_______Q:szc:> '' ,' ,'yam NN �ntractors or any individual c ifie6 & 'to make such an inspection. with permit # and address # cl i i � ed on the deck for each 1 500 555 7530 paq 3 F.I.E. FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB INSIGHT•INNOVATION•INTEGRATION Florida International Engineering and Testing Lab LLC 16701 SW 117 Avenue, Miami, FL 33177 Telephone: (305) 378- 1991 -Fax: (305) 378 -1997 Miami -Dade Lab Certification # 07- 0612.11 -State of Florida ca #27273 SITE SPECIFIC INFORMATION Owner's Name: Jolt t-,' Job Address: (0 2 Ft 9, 4 `1"-. 0-4 t t-(-d Ft Roofing Contractor: tJ C.t u-$6, Permit Number: '�.Ft 2 -l2 _2 4 3 0 Type of Tile: I, 3 o j cod - ff40-4 4 Er Approximate Roof Height: 11 feet Slope: "1) ' t Z Approximate Square Footage: Z., Type of Access to Roof: Ladder OtherRequired Testing orce: 35 lbs. Testing Equipment: F.G.E. 100x Shimpo Instrument Date Installed: 1 Z f 1 /'3 Date of Inspection: O J' l 13 ft2 TEST RESULTS P= PASS, F= FAIL Test Location P or F Test Location P or F Test Location P or F Test Location P or F Test Location P or F Corners f 4- 21 p A- < Z° k 51 { 2 42 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 I 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 40 60 80 100 -r x IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: ' ft Area Units or ft2 No. of Tests Perimeter 1, 1 ti:,8 `Zeta Field ei P o 44 Corners 2,0 Hips & Ridges < Z° 11- RESPECTFULLY SUBMITTED BY: 1 SPIN' Vinayagar M. Balakrishnan V State of Florida Lie # 63107 ROMA f z. a E C't"-. ganialIG &MINN L U / te' .uua UNi1`mmairl fm namo man m imma ,.F;fa iAT�. 1tAISRIS `IMIaaii:iiaiii i�iii °�a����a��T:,., r =aaRamainietit'' s3►1tigiafa astra "lii1assinu■ ill isii�ilr���t����s�r ;���at�[�[�t���� l iE�if��l, �/iiiaii'i''�i;�►7a�t�s�$Saa *�a siminastivigatimeasmisaartionerissamisimanamma animasamamatelaniniannewasaimerameassmaisi mismiifniman surfA amai innsaf l.a'IRaI ' jjjj ��'yi 3�jina yr. 11.1 Lassemlitim:magraltdiroarimanaturilanaminammagn sal iiiia I I Leill ag71 %]�aiiai 1 iiialaiia's� � ail iaiiia! iiiaiiill aieaait.iiiii#aiaiiiaaaaaiiaiaiia iaiia.ii ■ii%t'.! WaRa #iiiii..aiii.Ri , i.ii iaaia�al1#i! i6111j iii asiii#ivaiisaiianiiiii i$iii male T ,miesladanataismaansimainmaniassa manaillillill$111WellA411111111111111111111111111111111111111111111.11211111111111111 ■iiii iil1'" viii *',aFiiiiiiiiiiiiiiiiiif#iiii ■aaaa i+w��s �3���iia'iiiiaiaiiaiaiiii #flail iiiiiiiniiiiiii�i #iiiiiiiiiniiiiiiiii ii iaaaaaaiaiiiiiiiiaaiiiiiaiiaaiaiaiaiai as aaa■ aaaai #iiiiiiiiiiiiiiiiiiniiiiiiiiiii aaaiaiai measaiiiaaii lal.iaiIUUaiai:a'iii'ii • asiiiiiiiiiiaiaaiaiiiaiaiiaiiii iiiiiiaii ■iasaaiiiiiiii ii analiaiiiiia #iiiiiiii iiiai iiiiiiiiiiisiiiii #aiiiiiiii# lanais aiaaiaiaaiiaaiaiiaiaiiiiaiiiiaiaiaiiiiai' )I / CC << • 1 zit Notes 1141-13 'Pa,tuc' Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 ' Permit Type: BUILDING Permit No. 1241 LI 3� Master Permit No. OWNER: Name (Fee Simple Titleholder): J a s awv 0 CAK. Phone #:3o5 9 fig-43111 Address: ),02- E 4 _ City: h Ci �C State: QetOA- Zip: 3.3I33? Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: t02 a C - (94- gr City: Miami Shores County: Folio/Parcel #: °3x0(0 - 013 ° a »t 90 Is the Building Historically Designated: Yes NO Miami Dade Zip: 33432' CONTRACTOR: Company Name: ' 414k [ 120 Y Address: -Q . EOX 53.1 D City: T 10 State: Qualifier Name: 'AO I State Certificatio or R gistration #: 1L Qo qt,5 Contact Phone #: l l �J ,� 3- Email Address: y Flood Zone: Phone #: 3)5 11 -019 Certificatp of Co Kam eov Phone petency #: a3 1,3g' 911-954D ooco-1 DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 1 rl l 400 Square/Linear Footage of Work: 3E00 Type of Work: OAddress �OAlterarion ONew URepair/Re lace ODemolition Description of Work: -fear v'TT e-$.1.5+1 N O, +11 e- cm � $) f r'o o^ $ j rep I ALe- ‘1/4.4 01 ne.w Bt ral �£& oh�t €DO 13' 1 -F!ck-t co I or. -hry h coK cre-I-e -Do -F-4 -i le sy +em a� -FI + r-o ©c- sY.s -kvi, Co I Dr 04-411e IS wl, -' wli-k l.vhite COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: 4)6kA4 i'11 ****** ************* *********** *MAN ****M **************************+ ***************** Submittal Fe e $ ', Permit Fee $ CC F $ CO /CC $ INF Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of rpfiC , 20 by - 17)- H fr V , who is personally known to me or who has produced f—( l� iu � As identification 4d runho u c(il'i e an oath. NOTARY PUBLIC: Sign: Print: Signature \-facqozA Contractor The foregoing instrument was acknowledged before me this 2 day of ID C , 20 ?—by - who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: \‘,`u,p►Oeni�rp'",, ` Sign: -- `°(.•• , Print: ? �'�'�� i rA . My Commission Expires: APPROVED BY My Commission Expires: Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)(rev6/4/10) Nov 15 12 02:54p Paul Kawalek 19544359878 p.1 ° °r CERTIFICATE OF LIABILITY INSURANCE DATER"MtD°"YTY1 11/15/2012 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 fielder is an ADDITIONAL INSURED, the pollcy(fes) 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 ileu of such endorsement(s). PRODUCER Presidential Insurance Services, LLC 2665 South Bayshore Drive #704 Miami, FL. 33133 CNAOMNgC' Jeff Lampert P "N ExI; 305- 423 -0350 �A, Not; 305 - 423 -0351 , n omiss: jefffinsurancequotelive.com INSURERf AFFOROING COVERAGE NAIC a INSURER A: Preferred Contractors Insurance Company MEO EXP fAn? one person) • $ 5,000 INSURED Paul Kawalek Roofing Co. 17443 SW 47th CT. Miramar, FL. 33029 INSURER B: INSURER C: INSURER D : INSURERS: INSURER F : • REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE INDICATED. NOTWITHSTANDING ANY REQUIREMENT. CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS LISTED BELOW HAVE TERM OR CONDITION OF INSURANCE AFFORDED SHOWN MAY HAVE BEEN POLICY NUMBER BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. REDUCED BY PAID CLAIMS. !NSA: 'AODL.SUBR• *MI TYPE OF INSURANCE 1 , ; • •• • • POUCTU . POLICY EXP • M/OD it MM/DO/YYYY UNITS A _6FJ'IERALUABIUTY X ' COMMERCIAL NERAL LIABILITY C.,E PC- 73424 -03 : EACH OCCURRENCE • $ 1,000,000 i PREM REo o I S 50.000 CLAIMS-MADE X OCCUR MEO EXP fAn? one person) • $ 5,000 _�_, _ __ ;10128/2012 10/28/2013: PERSONAL 5. ADV INJURY 5 1,000,000 GENERAL AGGREGATE I S 2,000,000 • GEM. AGGREGATE OMIT APPLIES PER . PRODUCTS • COMP/OP AGG S 1,000,000 X , POLICY . X i1* �� WC . S • oNIBIN BD SINGLE MU, S • AUTOMOBILE UABIUTY ( ANY AUTO ' • -- • AALLOSNM£D •. SCHEDULED • .Sesc ' BODILY INJURY (Per person) S • BODILY INJURY (Per accident! S NON•OWNED HIRED AUTOS _ AUTOS PP O tle DAAGE : S t i 5 UMBRELLA LIAB OCCUR I • EACH OCCURRENCE 5 •M_ • EXCESS LAB ; C1AIMS•MADEi . AGGREGATE S DED ' • RETENTION S 0 ! $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y IN : i ' i WC STATU• OTH• . TORY_I. MALTS ER t ; E.L. EACH ACCIDENT • S ANY PROPRIETOR/PARTNER/EXECUTIVE i . OFFICEA/MEMBER EXCLUDED" itt N / A i i i E L DISEASE - EA EMPLOYEE 5 Mandatory In NH) It • ea. descrbe under • DESCRIPTION OF OPERATIONS below EL DISEASE • POLICY UMiT 5 DESCRIPTION OF OPERATIONS 1 LOCATIONS / VEHICLES (Attach ACORD 101. Additional Remarks Schedule. If more space is required} CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 N.E. 2nd Ave Miami Shores, Florida 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2010105) ©1988 -2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION 1 ( PECTTION PERMIT NO. TAX FOLIO NO. 11-39-06 - 013 - 60 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement it CFN 2013R0008317 OR Bk 28428 Ps 42326 (fps) RECORDED 01/04/2013 11:4-3:51 HARVEY RUV'INe CLERK. OF COURT IIIAIII —DADE COUNTY? FLORIDA LAST PAGE Space above reserved for use of recording offic 1. Legal descri on of perry . d street/address: ' (fy - !` L ..1� 1.OT a� 10a, 11AI Avt41 are5jF/_33)38 2. Description of improvement: - OOH 1 3. Owner(s) name and address: Interest in property: DLO Name and address of fee simple titleholder 4. Contractor's name add, and phone, � j' r �t2- 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number Amount of bond $ 6. Lender's name and address: >i1 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 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 Al- l ER 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. Sign .ure(s of 0 By Print Niue :1'bW3 ] • X11 SVDGK Print Name ' Authorized Officer /Director/Partner /Manager By Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE Thastoregoing instrument was acknowledged before me this By JC--f is-N3 Jndividually, or ❑ as for ❑ Personally known, or produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) day of (Z L_CY-1 3C-CL. VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, 1 declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of By a ®�9��'O, A �,; � 1 Ei _r^ !s `ems �` '.:.•••. Os Authorized Officer/Director/Partner/Manager wrieHlgfll above: F FltbRrEA, COUNT! OF DADE I I- EREBY CERTIFY that the fsinrciria is a On asi;I correct copy a9 the original on file in this &ice, Li fa A-) ALA 20 /.3 HARVEY RUM!, Ctccib of Circuit jd C t C eputy Clerk Mitifte Sheited Veaft9e W(y 04146i 10050 NE 2nd Ave * Miami Shores, FI 33138 Phone 305-795-2204; Fax 305-756-8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: J a l) 1 °t 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: i2 ht $h,v®cK Property Address: l O tvE 6111+ Roofing Permit Number: Dear Building Official: T. 5 vDG certify that I am not required to retrofit the roof to wall connections of my building because: 2 The 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) State of Florida County of Dade Print Name The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this � d� ��i,� C 'f, rZ • �.., Apo. S. Notary Public, Sate of Florida at Large 5,4m: • ti ti o. When the just valuation of the structure for purpose of ad valorem taxation is equal to or m6r� thaT• 1' Ot,. , i Q12,•a 4 e building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractof�r the Pt°dti�f�sbnnection Hurricane Mitigation. ' /'/1nit! f 11111t1OO\\ Property Information: Folio 11- 3206 -013 -2990 Property Address 102 NE 94 ST Owner Name(s) CLAUDEEN H SALDEN & JOHN SHEVOCK Mailing Address 102 NE 94 ST MIAMI SHORES FL 33138 -2822 Primary Zone 1100 SGL FAMILY - 2301 -2500 SQ Use Code 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths/Half 3/3/0 Floors 1 Living Units 1 Adj. Sq. Footage 2,295 Lot Size 13,619.20 SQ FT Year Built 1947 Legal Description 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 13 & 14 BLK 22 LOT SIZE IRREGULAR OR 17944 -0761 1097 5 OR 17944 -0761 1097 01 Assessment Information: Current Previous Year 2012 2011 Land Value $151,854 $116,811 Building Value $192,5 g3 � $192,784 Market Value $344,437 $309,595 Assessed Value $185,231 $179,836 Exemption Information: Current Previous Year 2012 2011 Homestead $25,000 $25,000 2nd Homestead $25,000 $25,000 Senior $0 $0 Veteran Disability $0 Civilian Disability $0 $0 Widow(er) $0 $0 Disclaimer: MIAMI -DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Honorable Pedro J. Garcia Property Appraiser A N Aerial Photography 2012 Taxable Value Information: Current Previous Year 2012 2011 Exemption/Taxable Exemption/Taxable County $50,000 / $135,231 $50,000 / $129,836 School Board $25,000 / $160,231 $25,000 / $154,836 City $50,000 / $135,231 $50,000 / $129,836 Regional $50,000 / $135,231 $50,000 / $129,836 Sale Information: Date Amount Recording Qualification Code Book -Page 10/1997 $0 17944 -0761 Sales which are disqualified as a result of examination of the deed 10/1997 $155,000 17837-4736 Sales which are qualified 2/1989 $0 00000 -0000 Sales which are disqualified as a result of examination of the deed The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at http:Uwww.miamidade.gov /info /disdaimer.asp. Property information inquiries, comments, and suggestions email: pawebmail @miamidade.gov GIS inquiries, comments, and suggestions email: gis©miamidade.gov Generated on: Wednesday, December 19, 2012 !ili,,.._=-F,L1,',./;__LT,_____#: Pvl ami Shores Village DEC 2012 gY Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Contractors Name KGCwake/K i,Qti-C16 Job Address 1 ©a NE 9y +h s1- �N! fN ALL FEUERA.L Process No. Ir),, a Li o ,r ROOF CATEGORY i Low Slope ❑ Mechanically Fastened Tile Lei Mortar/Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles 0 Wood Shingles/Shakes Shingles ❑ New Roof ❑ Prescriptive BUR -RAS 150 ROOF TYPE ®Reroofing ❑ Recovering ROOF SYSTEM Low Slope Roof Area (SF) ripe' INFORMATION ❑ Repair 0 Maintenance Steep Sloped Roof Area (SF) alL7® Total (SF) 35 00 Section B (Roof PIan) Sketch Roof Plan: Illustrate all levels and sections, roof strains, scuppers, ors verftow scuppers dimensions of sections and levels, clearly identify dimensions of elevated sure and overflow drains. parapets. pressure zones and location of ULU • • • ■ ■ is • MINIMMEMEMEMEMINIMMMEM IMOVEMEMMEMMEMEMMEMMEm rmemmummwmummmmummm MINEAMMINMINIMMENMEMEND MMOOMMEEMOMMEMMEMEM ■ mmamma IjRlummuR. 111116 0' MIIIMMMEMMINIMMIELMMEMMEMMEM MEMMEMMIIMMINIMMEMMEMM MEMEMNIOMMMEMMEMEMERM FLORIDA BUILDING 688E -- BUILDI HIGH-VELOCITY HURRICANE ZONES 44.22 1 Florida Building Coda Edition 2010 High Verity Hurricane Zone Uniform Permit Application Form. Section C lLow Slope Atapitcation) Fastener Spacing for Anchor/Base Sheet Attachment /� Field:._!._" oc @ Lap.* Rows C 4 _( "Loc Perimeter: 6 " oc @ Lap. # Rows f L @ 1 ' oc Comer: L " oc CD Lap. # Rows _ oc Fiti in Specific Roof Assembly Components and identify Manufacturer (If a component is not used, identify as `NA") System Manufacturer. iA F NOA No.: Design Wei Pressures, From RAS 128 or Calculations: P1: "latu2 rib P3: 1043/0 Max. Design Pressure, From th,, Specific NOA System: s 4.1 Deck, :Type: I x V-3-0 ire+- Wino Gauge/Thickness: 51$ i, Slope: $ • I ii Anchor/Base Sheet & No. of Ply(s): I f If bASL' e S t Fastener Mat riat: I ly r/1.�,'+ i5 4-1 ' -lr► 4a. pS Insulation Base Layer. , Base Insulation Sze and Thickness: Base insulation Fastener /Bonding Materiel: Top insulation Layer: Top Insulation Size and Thickness: Top tnsutadon Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/Bonding Material: Ply Sheet(s) & No. of Ply(s): Ply Sheet Fastener/Bonding Material: Top Fastener/ Bonding 11 D+ c'L S p ' °"� Surfacing: Number of Fasteners Per Insulation Board Field Perimeter Comer 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. ir10 FA &P F rytail"Ylea thinfrA.1 t:.1(X 3 i3g*,iv bety, Sheik' • A FT. vFT. i Parapet Heloht �Dt A 7 Mean Roof Height on1n m minx liter rely_ "runt ne- "...�. r... HIGH- VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Penult Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer 8D ra,) Product Approval Number IA- 09,aa� , D 3 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 3%1 p2: 6$,I P3. lam Maximum Design Pressure Product Approval Specific System: ''ark. gOiq Method of tile attachment N1 y '-e-0 0 " PD l J Pro --r m Steep Sloped Roof System Description Deck Type: Roof Slope: 3 :12 i4 wood, ,Type Underlayment: Insulation: Fire Barrier: Ridge Ventilation? w In riI P Fastener Type & Spacing: dhesive Type: Mean Roof Height: l al ty tt �►j lin b ► ©h ID1p k walls+ Lop6 I Iteh4 4 I w;rOf, i ype Cap Sheet: 1asla Roof Covering: go ra-I 13 i ! -etc& co i ar+kmu j ite white- 0 Type&SizeDrip dge: DO (,p s. 3 .saly 2010 FLORIDA BUILDING CODE — RESIDENTIAL 44.23 HIGH .VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for Mr with the values from M. tithe Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" x ; 'r )- $,O3 =Mr, 0 Product Approval Mr 110) q M Product Approval Mr -r Product Approval Mr =M r ��._ r F! Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mr Mr Required Moment Resistance* Mean Roof Height -M. Roof Slope 4, 15' 20' 25' 30' 40' 2:12 34.4 38.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 612 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use illiethod 3. Compared the values for Ft 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" (1,1: x 1: = x w: = ) - W: x cos It = FH: (P3: x I: = s w: = ) - W : x cos 8.• � = Fri: (P3: x i• - -- x w: = ) - W: .x cos 0: = Ft3: 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 Maxr Roof Height 11 Job Site Roof Slope B Job Site Aerodynamic Muhiplier A. ' ProduaNapraval Restoring Moment due to Gravity M, Product Approval Attachment Resistance Mr Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance . F Product Approval Requited Uplitl Resistance Fs Calculated Average Tile Weight W Product Approval Tile Dimensions 1= length width ProduetApproval All calculations must be submitted to the Building Official at the time of permit application. 44.24 2010 FLORIDA BUILDING CODE - RESIDENTIAL MIAMI DADS COUNTY Ntivcrig Exec ix a every 2 y • SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNER'S NOTIFICATION FOR ROOFING CONSIDERATION 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The 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 adjacent box indicates that the item has been explained. 06 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. CA 2. Renailing Wood Decks: When replacing roofing, he 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). c, a 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. LA 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, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. . 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 per- formance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. OA. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. 'Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. _Cta. 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 should not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's /Agent's Signature /a) ,ve- �rsr Property Address 123_01 -154 1/07 t /� Date Contractor's Signature Permit Number 1 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINLSTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.eov /pera Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA #07 -0711.03 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Cateeorv: Roofing Sub- Cateeorv: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. 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.. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Saxony 900 1= 17" TAS 112 Flat profile, interlocking, high w = 13" pressure extruded concrete roof tile 1 -5/32" thick Slate equipped with two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Trim Pieces TAS -112 Accessory trim, boosted Barcelona, 1 -9/32" thick Shake & Split Shake Length: varies Width: varies varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL. 2.2 SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Identifier 7161 -03 Appendix III 94-084 94-060A concrete roof pieces for use at hips, rakes, ridges and valley terminations manufactured for each tile profile. Test Name/Report Date Static Uplift Testing Dec. 1991 TAS 102 & TAS 102(A) Static Uplift Testing May 1994 TAS 101 (Mortar Set) Static Uplift Testing March, 1994 TAS 101 (Adhesive Set) NOA No.: 12 -0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 2 of 8 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. 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. 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 R1.894 R2.894 R3.894 520109 -1 520111 -4 520191 -1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik-Drive Screw, Direct Deck) Static Uplift Testing TAS 102 (1 Quik-Drive Screw, Battens) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain TAS 100 Physical Properties TAS 112 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Feb. 1995 Feb. 1995 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 NOA No.: 12 -0222.03 Expiration Date: 04/26/17 Approval Date: 04 /19/12 Page 3 of 8 Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineers Evaluation 25 -7183 Calculations Evaluation Aerodynamic Multipliers Calculations Calculations Two Patty Adhesive Set System Evaluation Restoring Moments Due to Calculations Gravity 130 TAS 112 March 1995 January 2007 April 1999 February 2007 January 2007 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 33 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION 4.1 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. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (Ibf) Length -1 (ft) Width w (ft) Saxony 900 Slate, Shake & Split Shake 11.5 1.417 1.08 NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 8 Table 2: Aerodynamic Multipliers - A. (ft3) Tile a. (ft3) X (ft3) Profile Batten Application Direct Deck Application MonierLifetile Saxony 900 0.289 0.313 Slate, Shake & Split Shake NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 8 Table 3: Restoring Moments due to Gravity - M9 (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 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens 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 Mt (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Adhesive 31.32 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. NOA No.: 12 -0222.03 Expiration Date: 04/26/17 Approval Date: 04 /19/12 Page 5 of 8 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Polyfoam PolyPro TM 118.94 Polyfoam PolyProng 40.44 3 Large paddy placement of 45 grams of PolyPro 7M. 4 Medium paddy placement of 24 grams of PolyProT. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Mortar Set' 43.9b 5. Tile -Tite Roof Tile Mortar 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami Dade County Product Control Approved ". LABEL FOR SAXONY 900 TILE (LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 12-0222.03 Expiration Date: 04126/17 Approval Date: 04/19/12 Page 6 of 8 NAIL HOLES PROFILE DRAWING 17" WATERLOCK 13" SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL) 1 5/32 " (slate) 1 9/32 " (shake) OVERLAY MON!ERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL) NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 7 of 8 MONIERLIFETILE SAXONY 900 CONCRETE RooF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 8 of 8 DEPARTMENT OF PERNIITHNG, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVLSION NOTICE OF ACCEPTANCE (NOA) 3M Company 3M Center Building 0220- 05 -E-06 St. Paul, MN. 55144 -1000 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315-2599 www.miamidade.gov /pera SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3MTM 2- Component Foam Roof Tile Adhesive AH 160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA# 11- 0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane , SCOPE: This approves 3MTM 2- Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company 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 2- Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications TAS 101 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Foam Dispenser RTF 1000 ProPack® 30 & 100 N/A N/A N/A 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 2- Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 Closed Cell Content ASTM D 2856 Results 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 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. 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. 3MTM 2- Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F'— (F1 2/ —W MS NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 3 of 7 INSTALLATION: 1. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3■TM 2- Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF1000 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. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 sha 1 be applied with Foam Dispenser RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2- Component Foam Roof Tile Adhesive AH-160 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 3MTM 2- Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement 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 NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05 /10/12 Page 4 of 7 LABELING: All 3MTm 2-Component Foam Roof Tile Adhesive AH-160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENT'S: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY NOA No.: 12-022&18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No..: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic Stagia PaddY between the te'3 limn 3 hi. 41n. ngIe PaddY on undedayment Slagle paddy on top of tile EMI Course ire Closure 2h It 7 In. imam du paddy save course Reda only END OF THIS ACCEPTANCE NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 M I A M DDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL. DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGI.ER 131111DING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade • County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has beendesigned to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF RUBEROID® Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, - Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. yr iI. Y�4.L• i.•_ia .i• \. I.f :.L! /.9\9.! iL`�ais \r�f9i -aa9 Y.)9.9.9 Y.(MiC�t- IYitl9i. distributors and shall be available for inspection at the job site at the request of the Building Official. . 1 , This NOA revises NOA No Q7.-1203,01 and consists of The submitted documentation was reviewed •y Jorge L. Acebo N OA No.: 09- 0224.01 Expiration. Date: 11/06/13 _ _ ROOFING SYSTEM APPROVAL Category: Sub - Category: Material: Deck Tvpe: Maximum Design Pressure Roofing Modified Bitumen SBS /APP Wood -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak BusterTM MatrixTM 307 Premium Asphalt Primer GAF Mineral Shield® Granules Leak Buster"' MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterTM MatrixTM 322 Elastomeric Roof Coating LeakBusterTM MatrixTM 306 LeakBusterTM MatrixTM 204 Wet/Dry Roof Cement GAFGLAS® #75 Base Sheet GAFGLAS® #80 ULTIMATM Base Sheet GAFGLASa Flex P1yTM 6 Test Dimensions Specification 5, 55 gallons ASTM D41 60 lb. Bags ASTM D1863 100 lb. bags 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, .5 gallons 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (I meter) Wide ASTM D1227 ASTM D 2824 ASTM D3019 ASTM D3409 ASTM D4586 ASTM D3409 ASTM D4601 ASTM D4601 ASTM D2178 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield' Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. • • Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion fibered. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Type II Asphalt impregnated and coated glass mat base sheet. Type II Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. itaia r,r- GAFGLASa Mineral Surfaced Cap Sheet 39.37'(I meter) Wide ASTM D3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. NOA No.: 09 0224.01 Expiration Date:_ 11 /0613 _11.4111.42.1110_ _U_ Membrane Type: Deck Type 1: Deck Description: System Type E(1): SBS/SBS Cold Applied Wood, .Non- insulated 19 /32" or greater plywood or wood plank decks Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShielde Non - Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: Fastening Options: GAFGLAS® #80 ULTIMA TM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® SBS Heat- We1dTM Smooth or RUBEROID® SBS Heat- We1dTM 25 base sheet mechanically fastened to deck as described below; 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 hap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7 GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM ##12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or DriII -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 Desi; n Pressure -4S psf, See General Limitation #7 GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. Maximum Design Pressure —52.5 psi', See General Lind. imitation #7) GAFGLAS® #80 ULTIMATM, RUBEROID ®20, RUBEROID ® Mop Smooth, base sheet attached to deck with approved annular ring shanknails 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 —60 psi, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM #12 standard, # 14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -6O psi; See General Limitation #7) ,.!. • . . iiii -�.a.. on a es a ner spacing o lap staggered in two rows 9" in the field. (Maximum Design Pressure -60 s , See General Limitation #7 NUA No.: 09- 0224.01 Expiration Date :. t1/06/13 7Sl.�f:'4�84 GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, 414 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) Ply Sheet: (Optional) One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #80, RUBEROID® MOP Smooth or RUBEROID4 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Membrane: One or more plies of RUBEROID® MOP Smooth, RUBEROID® Mop 170 FR, RUBEROID ®Mop Granule, RoofMatchTM SBS Mop Granule, RUBEROID® Mop Plus Granule, RUBEROID®20, RUBEROID®30, RUBEROID® EnergyCap SBS 30 FR RUBEROID®30 FR or RUBEROID® Mop FR or RUBEROID ULTRACLAD® SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Or, One or more plies of RUBEROID® MOP Smooth, RUBEROID® Mop Granule, Roof Match"' SBS Mop Granule, RUBER01D® Mop 170 FR, RUBEROID® Mop Plus Granule, RUBEROID®20, RUBEROID® 30, RUBEROID®EnergyCap SBS 30 FR, RUBEROID® 30 FR or RUBEROID ®.Mop FR or RUBEROID® ULTRACLAD® SBS in Leak Buster"' MatrixTM 102 SBS Adhesive at an application rate of 1 -2 galisq. (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 MatrixTM303 Premium Fibered Aluminum Roof Coating, at 1.5 galJsq. 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 galisq. 6. TOPCOAT° Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at lto 1.5 galisq Surfacing: • -��i it4i•IV� i !• ! i ;14;`0�J.'dy�, �e�?`;�! 0:r4 "'Ion Maximum Design ✓.. r •ii• - • • u -•• .. . • i ii • •.•M'. . • ••t • Mi •:i specifications and applicable Building Codes. Expiration Date: 11 /06/13 WOOD DECK SYSTEM L ITATIONS: I A slip sheet is required with Ply 4 and Flex Ply7' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum ,/d' Dens De-:-.k : r Type X gypsum board is acceptable to he installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap 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 Ibs. /sq., Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be Tess 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 to 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 • • i I • i, i and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE 1 Il• 1 1 1 711 :rtc:t::am:1114 NOA-No 09- 0224.01 Expiration Date: 11106/13 _ Damn- - TGFU.R1 306 Class A - Fully Adhered 1. Deck: NC Incline: 1/2 PaL,t2 1 t. Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite/urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid® Torch®" (Smooth or Granule) or "Ruberoid® Torcn Granule Plus" or "Ruberoid® Mop" (Smooth or Granule) or "Ruberoid® Mop Plus Granule" (granule). Surfacing: — Gravel, 400 -Ibs /100 -ft2, loose laid or applied in a flood coat of hot roofing asphalt. 2. Deck: NC Incline: 1/2 Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus" or "Ruberoid® Mop" (Smooth or Granule) or "Ruberoid® Mop Plus Granule ". Coating: — "Karnak No. 97 " applied at 11/2 to 3 -gal. /100 -ft2. 3. Deck: NC Incline: 1/4 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, any thickness. Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus" or "Ruberoid® Mop Granule" or "Ruberoid® Mop Plus Granule ". Coating: — "Karnak No. 97" applied at 11/2 to 3 -gal /100 -ft2. 4. Deck: C -15/32 Incline: 1/2 Insulation: — One or more layers perlite, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate composite, perlite/urethane composite, phenolic, 11 -in. minimum thickness (butt joints staggered a minimum of 6 -in. form plywood deck butt joints). Base Sheet: — One or more plies Type G2 or Type G3. Ply Sheet (Optional): — One or more plies Type GS. Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus" or "Ruberoid® Mop" (Smooth or Granule) or "Ruberoid® Mop Plus Granule." Surfacing: — "Karnak No. 97" applied at 11/2 to 3 -gal /100 -ft2. 5. Deck: NC Incline: 1/2 Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus." Surfacing (Optional): — Karnak "No. 97" or "169" applied at 1 to 3 gal /100 -ft2 or Grundy Ind. "20 F Emulsion" applied at 3 -gal /100 -ft2. 6. Deck: C- 15/32 Incline: 1/2 Insulation: — One or more layers perlite, glass fiber, 3I4-in. minimum, polyisocyanurate, urethane, perlite/polyisocyanurate composite, perlite/urethane composite, 11/2-in. minimum. Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Pius" or "Ruberoid® Mop" (Smooth or Granule) or "Ruberoid® Mop Plus Granule." Surfacing: — Gravel. 7. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate composite, perlite /urethane composite, wood fiber /polyisocyanurate composite. Base Sheet — Two or more plies Type G2 or Type G3. Ply Sheet (Ortinnwt)e — One Or rnOre plies Type G1 - -- --- -P400-- (SFnoothorGranille ) or-_ R nberoirk3kMo anu}e" Surfacing: - Karnak No 97" applied at 11 to 3 -gaf /100 -ft 2 or gravel. Iacline• -1/2 Insulation: - One or more layers perlite. glass fiber, 3/4-in, minimum polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, 1'i. in minimum, Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. _ Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granult) or "Rubero u:g Torci. Granuie Plus" or "Ruberoid: z :+fit .: a <� _ra•.�.e,� rJ,e zzr fGZSAMD iN -1A.r •s i1�1�AS34101.4641. /40,14 -4i HW.I.11141 '101144, 0∎Lie 9titai http:,'/datahasL TGFU.R1306 Roofing Systems Page 2 of 2 9. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — One or more layers perlite, glass fiber, 314 -in. minimum, polyisocyanurate, urethane, perlite / polyisocyanurate composite, perlite /urethane composite, phenolic, 1' in. minimum. Base Sheet: — One or more plies Type G2 "GAFGLAS® #75 Base Sheet ", or "Tri -Ply® #75 Base Sheet ", hot mopped or mechanically fastened in place. PIy Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Ply 6" hot mopped in place. Membrane: — "Ruberoid® Mop 170 FR" or "Ruberoid® Dual FR" or "Ruberoid® Mop FR" or "Ruberold® EnergyCap'" Mop FR." Surfacing — (Optional): "GAF Fibered Aluminum Coating" applied at 1 Vrgal /100 -ft2 or "GAF Weather Coat Emulsion" applied at 3- gal /100 -ft2. 10. Deck: C -15/32 Incline: +/z Insulation (Optional): — Perlite, fiber glass, polyisocyanurate, urethane or perlite /polyisocyanurate composite. Base Sheet: — One or more layers Type G2 "GAFGLAS® #75 Base Sheet" or 'Tri -PIy® #75 Base Sheet" or Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-PIy® Mineral Surfaced Cap Sheet" hot mopped or mechanically fastened. PIy Sheet (Optional): — One or more plies Type G1, hot mopped in place. Membrane: — "Ruberoid® Mop 170 FR" or "Ruberoid® Dual FR" or "Ruberoid® Mop FR" or "Ruberoid® EnergyCap" Mop FR." http: /'datahas, :SFV r 'R .v IF 6'28'2012