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RF-10-777 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 144795 Permit Numbe RF -5 -10 -777 Scheduled Inspection Date: June 02, 2010 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: CRAMAROSSA, DONALD Work Classification: Flat Job Address: 568 NE 102 Street Miami Shores, FL 33138 -2455 Phone Number (305)758 -2443 Parcel Number 1132060171031 Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Phone: 305 - 757 -2612 Building Department Comments Inspector Comments Passed CREATED AS REINSPECTION FOR INSP - 142337. cancelled by Cathy Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. June 01, 2010 For Inspections please call: (305)762 -4949 Page 13 of 18 Nu,e SAM" `l/aw M.- y, 10050 NE Z ed Ave o �A Miami Shores, F133138 Phone 305.795.2204; Fax 305. 756.8972 www.miamishoresvillage.com RE: Permit # io -' DATE: 97 1 ® INSPECTION AFFIDAVIT I J an% Q ('}P���,Q, , licensed as a (n} Co trator I Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: 0'ea On or about 67 b 7 1 l z ` DO , I did personally inspect the roof deck nailing and /or (Date & time) secondary water barrier work at C51 r (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Re fit Manual (Based o 553.844 F.S) K ature , State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractorifor the above property mentioned. Sworn to and subscribed before me this day of Mqq py gyppy X (TA /gyp ft /y WNdre D. H.01% Notary Public, Sate of Florida at Large` *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection 'G i Ff 3 sue° Miami Shores Village 4 10050 N.E. 2nd Avenue "'• ""' `" Miami Shores, FL 33138 - 0000 Phone: (305)795 -2204 x Ex iration: I V0812010 w� Project Address Parcel Number Applicant 568 NE 102 Street 1132060171031 DONALD CRAMAROSSA Miami Shores, FL 33138 -2455 Block: Lot: Owner Information Address Phone Cell DONALD CRAMAROSSA 568 NE 102 ST (305)758 -2443 (786)258 -3265 MIAMI SHORES FL 33138 -2455 Contractor(s) Phone Cell Phone Valuation: $ 4,900.00 OBENOUR ROOFING SHEET METAL 1 305 - 757 -2612 Total Sq Feet: 446 Type of Work: Re Roof Available inspections: Additional Info: Inspection Type: Classification: Residential Tin Cap Final Roof Roof Review Roof in Progress Renailing Affidavit Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 Invoice # RF -5-10 -37772 Education Surcharge $1.00 Permit Fee - New Roof $250.00 05105!2010 Check #: 5535 $ 50.00 $ 214.00 Scanning Fee $6.00 05/24/2010 Check #: 5575 $ 214.00 $ 0.00 Technology Fee $4.00 Total: $264.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder In compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. May 24, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy May 24, 2010 1 Miami Shores Village 13539T Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 r Tel: (305) 795.2204 Fax: (305) 756.8972 BY: •••••••• " " " " "'•••+ BUILDING Permit No. �(C� PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) j � (`[(p { (. (i ;L, Phone # 30� S ��W -3 Owner's Address City .� i { is r ' �C�:,ti State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) f) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # U i 2C�� - (217 Is Building Historically Designated YES NO f n ^ i Contractor's Company Name �� �� t,P. /�(�', Phone # 70 Contractor's Address city V (i.rd Yl �i t X11'�l State Zip 33 Qualifier Name r� /'G' "tc �? i ; ( C -,,e" ._ Phone # 30 ?Xj �I 12, L State Certificate or Registration No. � �` i`_ / % Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ (, ( Square / Linear Footage Of Work: Type of Work: ❑Addition .Alteration [ Repair/Replace ❑ Demolition Describe Work: L Ir Submittal Fee $ Permit Fee $ Q CCF $ CO /CC Notary $ 9 Training/Education Fee $ Technology Fee $ Scanning $ Lo Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Du $ 4 ' See Reverse side —� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) 0 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, FURNAgES 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., h .� "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 approved and a reinspection fee will be charged. i Signature 4 � Signature Q(vn or Agent ! ! Contractor The foregoing - instrument was acknowledged before me this G The foregoing instrument was acknowledged before me this day of I',( 'k'( , 20 '? , by 1 f J r f ` ; "�' day of ( , 20 ✓� , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: � r Sign: ,stir , j�' ,�crs�: nP FiARIDA Sign: �' .«„ 'i�+►T B� A Print: ."..w� Sandra D. Hatt Print: Sandra D. Hart My Commission Expires. E lees: APR. 02+2013 My Commissio Pte: APR. 01,1013 c aoan[xocanac a n=erLWM W t M=aC APPLICATION APPROVED BY: X1 40 Plans Examiner Engineer Zoning (Revised 02/08/06) CFN 201OR0286056 OR Pia 27266 Ps 2829; (lasi NOTICE OF COMMENCEMENT RECORDED 04/29/2010 09:59:45 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF RRST INSPECTION HARVEY RUVINP CLERK OF COURT MIAMI—DADE COUNTY► FLORIDA PERMIT NO. TAX FOLIO NO. f l ` 3 f 7 — 103 1 LAST PAGE 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. Space above reserved for use of recording oince 1. Legal description of property and street/address: �✓' ' d �� ��® 3 31 - 9 2. Description of improvement: 11 Q 3.Owner(s) name and address: 5 A) F ). - 3,3 1 d Interest In property: _ fi t Name and address of fee simple titleholder: 4. Contractor's name, address and phone number Lbz L. lZ Alt ptt 5. Surety: (Payment bond required by owner from contractor, If any) N e, address and phone number: ount 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, Name, address and phone number: S. 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: (tire 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 1, 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 RECOR G YOUR NOTICE OF COMMENCEMENT. Signs s of ;r Authorized Officer /Director/Partner/Manager By By Print Name A�. yps< Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing Instrument was acknowledged before me this 2 (, day of 6 -A41 Q �® By ❑., 1 or U as for I�VPersonally known, or ❑ produced the following type of identification: Signature of Notary Public: OPdD Print Name: =&a D. HIS / (SEAL) -.Commission DD3673V pj ApR. 2013 / VERIFICATION PURSUANT TO SE x? , SECTION 22 FLORIDA STATUS � 'I}p �, 4 u ON Q Under pbnaltie6 of perjury, I declare that I have read the foregoing and I a tx r that the facts stated In it are true, to the best of my knowledge and belief. Signature(s) of Owners) or Owner(s)'s Authorized Officer /Director/Partner/Manager who signed above: By B 123A1.62PAGE3 1107 ��, �` ��I` �pl�� `fl�i{'li,,�'�l���I'�Is�.lf:� 0 `� ✓gym --� `� E -G ©ides ' f F w 1 °— —�-� 'f Il ami Shores Village APPROVED BY DATE MAY ® 6 201 IU SIN T L� F�ar�a Buitding fade Ei ,�e� tNgh- Velocity turricaneaone uniform Pon 8 y ------ ----------- Sec tion A M fn f . r - t V"P 0 h O CG MPUANCE WITH ALL FEDERAL STATE AND C UN,Y MULES AND REGULATIONS Mager Permft tm Prods Oft Contractor's Warne O Ot j �u Jots Ad dress °' °� � [ ` ROOF CATEGORY Low Slope 0 Mechanically Fadened Tile Q fttorladAdheslve Set Tile © p bra © mew Panenhinglis l+ Q Wood Shing WShaices 13 Prescriptive BUR -RAs iso ROOF TYPE © New Roof KiRerooting © Recovering 0 Repair E3 Maintenance ROOF SYSTEM INFORMATION Low Slope hoof Area (SF) Steep Sloped Roof Area (3F) Totall (SF) Section 8 (Roof Plan) SWfth goof Plart Musraft all fads and sections, root drains, scuppers, overflow scuppers and overflow dralns. Include 0110119110138 of sections and levels, clearly identify dinwelons of elv aced pressure zones and location of 0000•• �; ` • ; n •' , • • 0000•• •` �•• •• 0000• ;• °a ter' �,. � ••••�• •. �; Y+`� - 0000•• t � 0000•• ! S s Florida Building Code Edition 2007 High Velocity Hurricane Zone unitarm Pertnit AMppllmuon Form Section C (Low Sloped Roof Svstem) Fill in Specific Roof Assembly Components Fastener Spacing for Anchorfibm Sheet and identify Manufacturer Attachment (If a component i8 no used, identify as "NAB System Maruer: 4�� Field: ,� " c @ Lop. #Rows ,�, � ..� /." oc t Perimeter. i! ' � Q Lap, # Rows. (�'± ' oc .7► / NOA No.: Of.- /2,0.01 Comer. "oo a Lap. # Rows •C e(e_" oc .°Pits" Design Wind Pressures, From RAS 128 or Catgmi Ww. PmaX1: Pnra � Number of Fee% rs Per insulation Board �1 ✓'A Max. Design Pressure, Ftt�tr the Specific NOA System: Field Perimeter Comer Docic Illustrate Components Noted and Type: w ra o GY Detalls as Applicable: W gutter, Edge Termination, J o r Sip, Sam Fl hins ngg, Co F t AnchodSm Sheet & No. of / Indlea Mean Roof Height, Parapet Height, Anchor/Base Sheet FastenedBarrdlrrg Material Height of Base Flashing, Component Material, Material ThMmess, Fastener Type, Fastener Spacing or Submit Ma�n Details that Insulation Base Layer. Comply with 1 � h 11 Chaffer 16.�'r�?���� 1?/0 If xi s Base Insulation Size and TMdmess: Base insulation Fastene0onding Top insulation Layer FT . Top InsrdediOrr Size and Thldutess: 0 ,oGsar 7erds/r�oI ` Parapet Top Insulation F Material: * �6 • IdeMM Ax Base Sheets) & . of Ply(s ): ��i y� ?f `�-- /� ® - ry • . • ! G ... :. r h • .... •Rbof • : •• Ply Sheet(sj a No. of Ply(s): r'�e' P1y,Staoet.F I .... • • ••• •• . •••• Top Pir o N • • • • • • • : **lose Top ' F d �de ....' P► 123_01 -48 12M PAGE 3 .. 20 '-� - FBRC 110 .1 RAIN ES FOR PmuApy 2, Qc:GQNQARX R p Q' D 100 —YEAR, 1 --HOUR HRECIRITA110N = 5 INNG HOUR 00 HORZONTAL PROJECTED ROOF AREA DESIGN I'3ASED ON ROOF DRAINS. 2645 DIVIDE BY ( j_ • )DRAINS T2.53 S:F. HORIZONTAL PROJECTED ROOF AREA PER DRAIN EDR '110§ 2 Si7 OF }fERTICAL INCH LEADER ALLOWS :W'10• S.F. HORIZONTAL PROJECTED ROOF AREA— PER PER FBPC SE TION L6 16 3 SIZINQ OF SECQNDAPY npA1N� REUI ARI ,A OF OVEM.OW SCUPPE s (f p ') sq. Provided. (4 w - 140d,F A TA .�• A� �iao _ r A "`� •• 0000•• • • • • 0 • 0000•0 • 0000•• • • • ••00•• 0000 0000 • • • • • i 0000 0000 0.0'0 0 000000 • • • ••• • 00000' • • 00 •• •• • 000000 • 0000•• • • • • • • 000•00 0000•• • • • • • • • •6000• • • • ••6• a a Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Stoned Roof System) RO In Specific Roof Assembly Components Fastener Spacing for Anchoriftse Sheet and iderntily Manufacturer Attachment p f a component Is not used, identify as *NA") System Mernar. � Field: ' oc Lap. Rowe �^ - - oc r NOA No.: DI 12.0 & . ®I Perimeter. 4 ' oc 0 Lap, # Rows � t�� ' oo �'_' ' Design Wind Preastres, From RAS 128 or Calculations: Comer. k ' oo o Lap, # Rowa oc v 1 , �� # Number of Fasteners Per Insulation Max. Design Pressure, From the Specific NOA 1!/ System: Field Perimeter Comer Deck Illustrate Components Noted and T om . ---- -- Details as Applicable: Gaugetrhic laaw. Woodbloddrig. Gutter. Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Sbpe: Strip, Base Flashing. Counter- Flashing, Coping, Etc. ArwhorBase Shed & No. of Piy(s): Indicate : Mean Roof Height, Parapet Height, S hoa t Frmr/Banding Height of Base Flashing, Component Material. Material Thickness, Fastener Type. Fastener Spacing or Submit Manufacturers DetaB tbat Insulation Base Layer: Comply with � o J Cha er 16. vs ( !/r Base insulation Size and Thkkrtass: >l / 2x��T� Base Insulation FastenedikxWing Material: lrP r� G L Top Insulation Layer ° 71 ,, FT 9 Top Iran Size and TW&rwss: Pam Top lnm* tbn FastenertBonft Material: • • ht Base e & No. of s . +' ' 7 .r sh�etO gym►( ) • Fr.. BaseSto F /Bona • �"'ia�C . •.. Mean • 0000 0 0 R Ply Sheet(s).& No. of Piy(s): 0 0 : 0 0 0 0 . Hafight . : .' Ply Shest F • • • • 0 • 0 000000 • 00 000 Top Ply: • • • • • .. . .... .. . T i ' 0000 Surfacing: 4 60 123_01 -0 120 PAGE «.` OF . RAlt�9Ata� nATA n k, ' T Fsconl „ _p N 100 —YEAR, 1 --HOUR PREGIRIT'AIION = 5 INOMES R HOUR R OOF . �, HORZONTAI PROJECTED ROOF AREA DESIGN BASED ON ROOF DRAINS. AIX DIVIDE BY { .)DRAINS =M S:F. HORIZONTAL. PROJECTED ROOF AREA PER DRAIN EBRC rAS 'I 1 as SIDE �F yE TICAL I B R INCH LEADER ALLOWSP;V S.F. HORIZONTAL PROJECTED ROOF AREA... PER • «C S Tl N i 1;:3 ZING O SE ' ° N D __LR&b S; ” RHWIRIED ARFA OF OV.ERFIOI 'SCUPPERS (/D .) sq. Provided ( 0-9 e. �W- _ I j�INANG. r. l 71 e ; 006V 6s 4~ ri' • • •�i • 0000•• oeo 0000•• 0000 0000 • • .••• 0000 •••ti•' • 0000•• ••�. 0000•• e• •• •• • 0000•• • 0000•• • • e • • • 0000•• ' 0000•• • • • • • • • 0000 MAM a MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) 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 a applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF 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 ot" " • . • 6t80 ••••.• change -in the materials, use, and/or manufacture of the product or process. Misuse of kir pA as an `• • • • endorsement of any product, for sales, advertising or any other purposes shall automat1v# ly Jermi4% • ; , • • ; • this NOA. Failure to comply with any section of this NOA shall be cause for terminatim Sad removal of NOA. t 0001 Soto a 000 0400 0000 14:00 ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Cagln Floridan *and • •:..' followed by the expiration date may be displayed in advertising literature. If any potdohbf the Nei is • • • • 0 • displayed, then it shall be done in its entirety. ": t '. • •. 0 INSPECTION: A copy of this entire NOA shall be provided to the user by the manutactufar or iti :....: distributors and shall be available for inspection at the job site at the request of the Building Officinj; �0 • ` ` This NOA revises NOA No. 03- 0501.02 and consists of pages I through 30. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1203:01 Expiration Date: 11/06/13 °"�� cuu�Y Approval Date: 03!06/0$ Page 1 of 30 Membrane Type: SBS /SBS Cold Applied Deck Type 1: Wood, Non - insulated Deck Description: 19 / 3 2' or greater plywood or wood plank decks System Type E(1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier ating, VersaShield ® Non- Asphaltic Fiberglass -Based (optional) Underlayment or Securocrm. Base sheet: GAFGLAS #80 ULTIMA TM Base Sheet, STRATAVENT EliminatorTM Nailable, RUBEROe Modified Base Sheet, RUBEROe 20, RUBEROe SBS Heat- WeldTM Smooth or RUBEROe SBS Heat- WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS Ply 4, GAFGLAS Flex P1yrm 6, GAFGLAS #75 Base Sheet or any Options: 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. (Maadmum Design Pressure --45 psi, See General Limitation #7) GAFGLAS Ply 4, GAFGLAS Flex Plym 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tedm # 12 standard, # 14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -Tedm 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 —45 psi•, See General Limitation #7) GAFGLAS Flex PlyTM 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 S2. S psf, See General Limitadion #7) GAFGLAS #80 ULTIMATM, RUBEROe 20, RUBEROe Mop Smooth,.%s2 sheet attached to deck with approved annular ring shank nails 4nd tip caps dj%.. • ...., fastener spacing of 9" o.c. at the 4" lap staggered and in two rowa 9 "v.c. in Ike... .' field .. . ...... (Maximum Design Pressure —60 psf, See General Limlta1ion"l7' • ` 0 :....; 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 -Ted O.9 ftl plat% b?: • . 0 • • • • Drill -TecTM AccuTme Plates, 12" o.c. in 4 rows. One row is id ffid 2" side lad. ' "'.:. The 6t1pr rows are equally spaced approximately 9" o.c. in thiNUif the sheet. (Maximum Design Pressure —60 psf, See General Limitationj7) ; • • • • • 0 0 Any of above Base sheets attached to deck approved annular ring shank nailMUM ' 3" inverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at the V lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) NOA No.: 07- 1203.01 MwMa coxnvn Expiration Date: 11/06/13 ... Approval Date: 03/06/08 Page 26 of 30 - GAFGLAe #75 Base Sheet or any of above Base sheets attached to deck with Drill - TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill - TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Mwdmam Design Pressure —75 psf, See General LimlWkn #77 Ply Sheet: (Optional) One or more plies GAFGLAS PLY 4, GAFGLAS" Flex PlyTM 6, GAFGLAe #80, RUBEROID MOP Smooth or RUBEROIDP 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bs. /sq. Map Membrane: One or more plies of RUBEROe MOP Smooth, RUBEROID Mop 170 FR, RUBEROID Mop Granule, RUBEROe Mop Plus Granule, RUBEROID 20, RUBEROe 30 or RUBEROe 30 FR or RUBEROe 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 2040 lbsJsq. Or, One or morexlies of RUBEROe MOP Smooth, RUBEROID Mop Granule, RUBEROID Mop 170 FR, RUBEROe Mop Plus Granule, RUBEROe 20, RUBEROe 30, RUBEROe 30 FR or RUBEROe Mop FR or RUBEROe ULTRACLAD SBS in RUBEROe Modified Bitumen Adhesive at an application rate of 1 -2 galJsq. Surfacing: (Optional, required if RUBEROe MOP Smooth or RUBEROe 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 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 Gap .• Mineral Surfaced Capsheet adhered in a full mopping Qf gpproved• • • • • • • • • asphalt applied within the EVT range and at a rate oT7O -40 lbs.4A.: •: •, 3. Leak Bustefm MatrixTM 303 Premium Fibered Alafnainum Roo; . Coating, at 1.5 galJsq. .... .... . .. . . . .... .... . 4. Leak BusterTM MatrixTM 715, Leak BusterTM Mato. ; • , 22, • • • • • • 0 • • . TOPCOAT MB +, TOPCOAT Fireshield ElastomaWoofing.. • ; • . • • • • Membrane, applied at 1 to 1.5 galJsq. • • • • • • 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeris Roofing • • • : • " "" Membrane, Ener ote® roof coating applied at r to 1.:%ga1J • • • • • gYC g PP �1.... 6. TOPCOAT Surface Seal, TOPCOAT Fireshiele SB Solvent bbl 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 NOA No.: 07- 1203.01 Expiration Date: 11/06113 K REM . � I D Approval Date: 03/06/08 Page 27 of 30 • t1 1 WOOD DECK SYSTEM LD aT ATION s: 1 A slip sheet is required with Ply 4 and Flex Ply ` 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1 /4" Dens Deck or Vi' Type X gypsum Lard is acceptable to be installed directly over the wood deck. GENERAL LUMTATIONs: I. 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 isq., 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 lbs./sq. Note: Spot attached systems shall be limited to a maadmum 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 1b . 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�sific system- Should the fastener resistance be less than that required., as determined by the Building Cat, a ...... revised fastener spacing, prepared, signed and sealed by a Florida Registered Engirt et�Achitect*oa.. • • Registered Roof Consultant may be submitted. Said revised fastener spacing shall t:tii*dthe witkdra aal :0000: resistance value taken from Testing Application Standards TAS 105 and calculatiofif M l:ampliance%rith Roofing Application Standard RAS 117. 0 0000 4, 0006 : • • • • : 7. Perimeter and corner areas shall comply with the enhanced uplift pressure • • • • is of *U areas. 0 0 0 0 Fastener densities shall be increased for both insulation and base sheet as c cutatWA conipb icC with...... Roofing Application Standard RAS 117. Calculations prepared, signed and sealed•bX s Florida registered .' Professional Engineer, Registered Architect, or Registered Roof Consultant ('V&en this fiVgtg19n is ... • : • specifically referred within this NOA, General Limitation #9 will not be a Geable.) :....: 8. All attachment and sizing of perimeter nailers, metal profile, and /or flashing termination designs r:$�l • • conform to Roofing Application Standard RAS 1 I I 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 comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and comers). (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- 1203.01 MIAMFG�IbB OtJNT• Expiration Date: 11/06/13 APP ROVED Approval Date: 03106108 Page 30 of 30 206f ROOFING MATERIALS AND SYSTEMS DIRECTORY 4 192 ROOF COVERING MATERIALS (FEVT) ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Roofing Systems (TGFq— Continued Base Coat: "A -38 Series', 0.75 gal /sq. "GAFT'EMP Permalite Recover Board" ma be used in lieu of any perlite ; Second Base Coat A -3fl Series" 0.75 gal /sq. insulation in any of the following NC Classifications. Wear Coat: "•A -38 Series ", 0.75 gal /sq plus walnut shells at 0.75 lbs per Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 2.5 - 3.0 gal /sq. sq. facing "A -38 Series", 0.75 gal /sq plus walnut shells at 0.75lbs per Class A, B and C 46 Deck NC Hot roofing asphalt, for use with organic and glass felts or modified bitumen Incline: 3/4 membranes. Foam: Spray application of 2 -in. thick "Polyfoam 273" (2.71b Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of Surfacing Spray application of 28 to 34 -mils "II -8730" (aluminum) "Ruberoid Mop" SBS products in any applicable Classification. 47 Deck. NC Incline: 1/2 Insulation: Spray application of 2 -in.. thick "Polyfoam 273" (2.7 lb 3 Gass A P Y PP 1. Deck: C -15/32 Incline: 3 Surfacing. Spray application of 28 to 34 -mils "U- 8782" {ivory} Insulation (Optional): One or more layers perlite, wood fiber, glass + fiber, isocyanurate, urethane, perlite /isocyanurate composite, Perlite/ GA.F 'I �tIALS CORP R1306 urethane composite, wood fiber /isocyanurate composite, phenolic, any } 1361 ALPS RD, WAYNE Nj 07470 thickness. "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized. as an Ply Sheet: Three or more layers Type Gl "GAFGLAS Ply 4" or alternate to Type G2 base sheets in any of the following Classifications. GAFGLAS Ply 6", hot mopped. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum Surfacing. Gravel. DensDeck@ may be used in any existing noncombustible deck Classification. 2. Deck C -15/32 Incline 2 When this is done, the resulting roofing system is acceptable for use over Insulation (Optional):/ One or more layers perlite, wood fiber, glass combustible (15/32' in min) roof decks. The joints 'in the gyp um board and fiber: isocyanurate, urethane, perlite /isocyanurate composite, perlite/ overlayment board are offset 6 in. with the joints in the deck. If polystyrene is urethane composite, wood fiber /isocyanurate composite, phenolic, any part of the roof system, it must be placed below the overlayment board. thickness. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Ply Sheet: Three or more layers Type Gl "GAFGLAS Ply 4" or Gypsum DensDeck® in hot asphalt. "GAFGLAS Ply 6 ". EnerQyGuard Ultra" is an acceptable alternate t Surfaced Cap o "EnergyGuard" in any Cap Sheet One layer Type r,3 "GAFGLAS Mineral ap�ilicab a Classification. Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechani- 3. Deck: NC rally attached or hot mopped over noncombustible decks and as a recover over Incline: 2 existing roof systems. Insulation (Optional): One or more layers perlite, wood fiber, glass GAFGLAS Perlite Insulation may be utilized as a cover board over "EVER- fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ GUARD" insulation in any of the following systems. urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. Unless otherwise indicated, the roof insulation is mechanically fastened, max• adhered with hot mopping asphalt or urethane insulation adhesive. Polysty Ply Sheet: Two or more layers Type Gl "GAFGLAS Ply 4" or "GAF - rene reference in any of the following Classficatons include "ENERGuard EPS GLAS Ply 6". Insulation". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap } References to glass fiber insulation include "EnergyGuard Fiberglass Insu- Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". lotion ". 4. Deck: NC Incline: 1/2 ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Insulation i One or two layers "Isotherm R ", 4 in. max, hot mopped Type G2 as halt mat base sheet ( ".GAFGLAS #75 Base Sheet" or Ply Sheet: Any UL Classified gravel surfaced Clasp asphalt glsfiber :+ "GAFGLAS #180 ULI") is a suitable alternate for Type G1 asphalt glass fiber ply sheet { "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") in the Class A, B or mat system: . • .... .... C roof systems indicated below. 5. Deck: C -15/32 • • • •inpne: 1 • • • • The roof deck may first lie covered with a Type r,2 asphalt glass mat base Slip Sheet (Optional): Red rosin a nailed to dece • sheet "GAF Stratavent Eliminator Venting Base Sheet {Perforated) or "GAF Base Sheet: One layer Type G2"'� #75 $use Sheet" (mhy V Stratavent Eliminator Venting Base Sheet (Mailable} ' . Perforated to be nailed). • • • • • • • • mopped and nailable to be mechanically attached granule side down. Ply Sheet: One or more layers Type rai VGAFGLASv14p 4' or GAFEW As an option r,2 phalt glass mat base sheet ( "GAFGLAS #75 Base Ply 6 ". • • • • • • ; •, • Sheet ", "GAEGLAS #$0 UL7IMA' or "GAF Siratavent Eliminator Venting Base Cap Sheet: One layer Type C "QFGLAS h�� Surfaced �tX Sheet " Sheet (Nailablg)" may' be substituted for Gl asphalt ss fiber 1 sheet or "EnergyCap Mineral S � weed l�i{tap Sheet me • • � � � • � � GAFGLAS PI 4" or ' "GAFGLAS Pl 6" as the nailed base 1 6. Deck: NC • cline: 3 • following systems. ni- Y Type • er Base Sheet: One la G2 .MAV;AS #75 Base•Sheet ".: • Bottom ply or base sheet may be solid mopped, spot mopped or mecha ally fastened. Ply Sheet: One or more layers Type G1. "GAF( ly 4" or WOM6 so see indicated, all insulations may be hot mopped or mechani- GLAS Ply 6 ". . . . 0 cally fastened. Cap Sheet- One layer Type Q3 '(YAP MWr Surfacng Cep • "GAFGLAS'Flashing" or "Ruberoid" may be used for flashing in any of the Sheet" or "EnergyCap Mineral SurFaced tap Sheet : • Class A, B or C stems listed below. 17. • • • • sY Deck: C -15/32 Incline-.- When "Perlite" is referenced, this includes "GAF11W PERMALM)" or Insulation. One or more layers perlite, glass frben isocyanurate, ure- any other UL Classified perlite insulation.. - thane, perlite /isocyanurate composite, perlite/urethalne composite, phe- ` Crushed stone or slag are suitable alternates for gravel in any of the Class A, nolic,1.0 in. min (offset from plywood joints 6 in.). B pr C systems listed. Base Sheet: One or more layers Type Gl, G2 or G3. as a deck in Structural t h e Po fiber builddm' gunits are considered suitable to be included Membrane: One or more layers "Ruberoid Torch" or Granule), the following Class A, B o t systems listed over he following Class A, B or C 2 or ems "Ruberoid Torch Plus" (granule), "Ruberoid Mop" Smooth or Granule The use of gypsum board under any of t, B or C systems ($ran ) p" ( ) does not adversely effect the rating. The use of 1/2 in. min gypsum board is an or "Ruberoid Mop Plus" (granule). acceptable alternate for insulation over C -15/32 decks. Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or The use of polystyrene'insulation board between min 3/4 in. perlite board "EnergyCap Mineral Surfaced Cap Sheet ", hot mopped. and deck with rosin paper (perlite /rosin paper /polystyrene / perlite) is a 8. Deck: C -15/32 Incline: 2 suitable alternate for isocyanurate board in the following Class A, B or C Insulation (Optional): One or more layers perlite, wood fiber, glass systems' fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ BMCA Ener uard RA", "BMCA Tapered EnergyGuard RA" and "BMCA urethane composite, wood fiber /isocyanurate composite, phenolic, En�gGu�d may be substituted for any Atlas polyisocyanurate insula- an X lioanf the following Classtions. TmbPerms Mop" may be utilized with any of the following "Asphalt Base Sheep Two or more layers Type r,2 or r,3. Felt Systems with Hot Roofing As halt ". Ply Sheet (Optional): One or more layers Type GI. GAFGLAS #80 Premium Base Sheet may be used in any of the following Membrane: One or ruo, }dyers "Ruberoid Torch" (Smooth or Granule), systems. "Ruberoid Torch Plus' ".( granule), 'Ruberoid Mop" (Smooth or Granule) "GAFGLAS Flex Ply 6" is a suitable alternate t° "GAFGLAS Ply 6 ": or "Ruberoid Mop Plus" (granule). LOOK FOR THE UL MARK ON PRODUCT eEk 't *15%32 • Incline Unlimited Insulation (Optional): Perlite, glass fiber or wood fiber; ariy thiokness• t t4gu{a :loptionaU: One or more layers perlite, wood fiber, glass Membrane: "Ruberoid Torch Granule 1" (modified bitumen). :i Slip Sheet: 0.004 in polyethylene (not UL Classified). yanurate; urethane, perlite/isocyanurate composite, perlite/ methane composite, wood fiber /isocyanurate composite, phenolic, an Surfacing 3/4 in thick concrete with one layer of.No.10 Summerville . . Y Quarry tile (or equivalent) grouted in place. thl'��ld�i�s. Incline. 2 Cl Sheet Three or more layers Type Gl "GAFGLAS Ply 4" or 5. De NC insulation (Optional: Perlite, glass fiber or wood fiber, any th.idTo s. Ply 6". Suifaarig "Weather Coat Emulsion" at 3 gal/sq. Membrane "Ruberoid Torch Granule 1" ( bitumen): FLUIU'APPLIED COATING SYSTEM Surfacing: 3/4 to 1 -1 /2 in• diam river bOttOm stone at 1000 lb /sq or Incline: Unlimited concrete pavers weighing not less than 10 lb /sq ft and spaced not more ?` :uiacing . "Weathercote.Low VOC" or'l*athercote" - 2 gal /sq. than 1/8 in. incline: 3 NC SINGLE PLY MEMBRANE ROOFING SYSTEMS (MODIFIED 6' D insulation: a)Polystyrene, 2 in. max, b)Isocyanutate, any thickness, laid less otherwise indicated phenolic insulation may be used in any of the loosely. e+!il! & Membrane: "EverGuard SR" or "EverGuard W, 40-100 mil (TPA), laid $ ind ated ally of the following Single Ply Membrane loosely at 10001b/ or u1b lela t si f 1*614M&bralle. o� the urfa� River bottom stone (314 -1 -1/2 in. diam) sa tell may. uh1��m � �toa4 Goahn�' may be ot, any eoncrete coot pavers. Incline:ll2 iPirelYtium Alumintun 1 2 in. cations not exceeding / ' rev i 43as fi be used on any of the following 7. Deck- Sheet 2 One or more la ers Atlas Roofing ter Coat ' � mechanic Y s Emulsion" may Slip Sheet y yb1e.Classifications not exceedin 1/2 in. CO MBA Gold" and fastened• k0 efoko Modified Bitumen Adhesive, Y o g Membrane: "EverGuard TI'O Plus " 45 mil. , 04" ifNp• $1' adhesives may be used in any of the followin nonrnmbus Sung: River bottom stone, (3/4 to 1 -1 /2 in diem) at 11MH1 lbs /sq or $ p 0assificatiPns. a I;;halt "No. 711 AF" adhesive may be used in any of the following concrete roof pavers. Incline. 1/2 4 s 8. Deck C - 15/32 ficatioiw. 1 AS Premium Base Sheet may be used in any of the following Base Sheet: Two or more layers Type G2, "GAFGLAS Basesheet , anal) Noncombustible deck classifications are applicable for use over mechanically fastened. f atibld<(15 /32 in. min plywood) decks when 1/2 in. (min) gypsum board Membrane: "EverGuard TP& Plus ". 45 mil. n.'P/*1r6(min) G-P Gypsum Venseeck® are used directly over the deck with Surfacing: River bottom stone, (3/4 to 1-1/2 in. diam) at 1000 N sq or iu ?jwlitts staggered 6 in. (min) from plywood joints. concrete roof pavers. its . r barrier ma .. be optionally installed under all systems utilizing tARD" insulation. "EVERGUARD" insulation is an acceptable Class A - .Fully red iltet►iate,iit,any polyisocyanurate insulation of the following systems, GAF- 1. Deck: NC cline: 1/2 ,LAS Peilitr may be used as an option over EVERGUARD insulation GAF- Insulation (Optional): One or more layers perlite, wood fiber, glm Karnak No. 97,1 -1/2 - 3 gal /sq. 3 I Fr Stratayent Perforated Base Sheet may be utilized as an additional ply fiber, isocyanurate, urethane, perlite/isocyanuiate composite, petlite/ r( an}lsbfthe following systems. urethane composite, wood fiber• /isocyanurate composite, phenolic, any The following membranes may be used interchangeably within their own thickness. ;roue: Base Sheet (Optional): One or more layers Type Gl, G2 or G3: A. 'Ruberoid Torch Granule", "Ruberoid Torch Granule Plus ", "Ruberoid Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), Torch Granule 1 ", Ruberoid Torch 180. "Ruberoid' Torch Granule Plus ", "Rubeioid Mop" (Smooth or Granule) 'B:"Ruberoid Mop Smooth, "SBS HW Smooth", "Ruberoid 601 Cap Plus", , ubetpid 30 or ' Ruberoid Mop Plus Granule" (granule). r; uberoid M Granule', "Ruberoid Mop Plus Granule, "SBS HW Surfacing. Gravel, 4001bs /sq, loose laid or applied in a good coat of hot Grailulg`. 14W Plus'. roofing asphalt. rl1 t°Kitlii the MOP 1'10 FR (1 sqr, "Ruberoid Mop 170 FR (1/2 sq)" 2. Deck: NC Incline: 1/2 1 " Ruberoid Mop FR 2", Ruberoid 30 FR ", "Ruberoid SBS Heat Weld 170 Base Sheet (Optional: One or more layers Type G1, G2 or ANo F$" . Membrane: One or more layers "Ruberoid TOW (Smoodtw Qv Aule), F. "Ruberoid 20 ", "SBS HW (Heat Weld) 25 ". "Ruberoid Torch Granule Plus ", "Rubet`oid (SmoothrR rT%ule) , G. "Flame Free 180 FR ", "Ruberoid Torch FR ", "Brai Supreme Plus APP or "Ruberoid Mop Plus Granule". • • • Supreme-APP Coating. 'Granule FR ", "GBSP -250M, "Brai Su Granule FR" . • • • • • • • • • p Unless otherwise indicated; the Modified Bitumen (Granule) membrane may 3. Deck: NC InEl1ldl! 2/4l • '�, with "Fueshield MB" at 2S — 3.0 allsq,. and thg incline of the Insulation (Optional): One or mare la ors 1wlite, wood &WWK glass esitltfit)t system would be incre�?sed to a 3/4 in. incline. But if the incline of the fiber, an thickness. x 0000 • .. • • lssrfled'system is greater than a 3/4 in. incline, the incline of the roofingg g Sheet (O one!):' One or more la Gl, G2 or G3. yteam. would be maintained when surfaced with "Fireshield MB" aY2 5 — 3.0 1?ti Y • • • / Membrane: One or more layers "Ruberoid (Smooth or �ra;tule), Unless otherwise indicated "Ruberoid �r�yC�p SBS 30FR" is an ac ble "Ruberoid Torch Granule Plus", "Ruberold%48 ?Granule dr"Rullemid It. to for "Ruberoid 30 FR" or "Ruberor "Mop 170 FR" in any applicable Mop Plus Granule". • • • • :lassific,h Coating. Karnak No. 97,1 -1/2 - 3 gal /sq. . • • Class A - Ballasted 4. Deck: C- 15/32 - Incline: l/2 ;' •' • • Deck: NC Incline: 2 Insulation: One or more layers perlite!pla fiber, isocyanurate, ure. Insulation: One or two layers "Isotherm R ", any thickness, loose laid or thane perlite /isocyanurate composite, per to /urethane cj&P k phe mechanically fastened. nolic, 1-1/2 in. min thickness (offset from plywood joints 9th!! ,Membrane: Any UL Classified membrane used in a ballasted system. Base Sheet: One or more layers Type G2 or G3. Surfacing: River bottom stone, 3/4 to 1 -1/2 in. diam, 1 lbs /sq. Ply Sheet (Optional: One or more layers-Type G1. "4a.C- 15/32 Incline 1 /4 (NC -2) Membrane: One or more layers "RuberoidnT'orch" (Smooti� or Granule), Irtsnlation: Perlite, glass fiber or wood fiber, 3/4 to 1 -1/2 in. "Ruberoid Torch Granule Plus.", "Ruberoid -Mop" (Smooth or Granule) Membrane: "Ruberoid Torch Granule 1" (modified bitumen). or "Ruberoid Mop Plus Granule ". Surfacing: Gravel at 400 Ibs /sq; loose laid or concrete blocks, at 10 Surfacing. Karnak No. 97, 14/2 - 3 gal /sq: !bs /sq and spaced not more than 1/8 in. 5. Deck: NC Incline: 1/2 Deck: NC Incline: 3 Base Sheet (Optional): One or more layers Type Gl, G2 or G3: ' Insulation (Optional): Perlite.gglass fiber or wood fiber, 3/4 to 1 -1/2 in. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), Base Sheet (Optional: Type 15 asphalt organic felt or Type G2. "Ruberoid Torch Granule Plus". Membrane: "Ruberoid Torch Granule 1" (modified bitumen). Surfacing (Optional): Karnak "No. 97 or "169" at 1 -3 gal /sq or } Surfacing: Gravel. Grundy Ind. "20 F Emulsion" at 3 gal/sq. l Deck: C -15/32 Incline: 1/4 6. Deck: C -15/32 Incline: 1/2 LOOK'FOR THE MARK ON PRODUCT ' ) zoo( �t �C ROOF COVERING MATERIALS (TEVT) 195 ROOF COVERING MATERIALS (TEVI) t, Roofing Systems (TGFU)- Continued 1 a... Roofing Systems (TGFU)- Continued ;. Insulation: One or more layers perlite, glass fiber, 314 m. mm, rsocya- Ply Sheet (Optional): One or more layers Type G1, hot mopped in i nurate, urethane, perlite/isocyanurate composite, perlite /urethane com- Membrane: One layer "Ruberoid Torch Smooth" (smooth), "Ruberoid posite, 1 -1/2 in. min• M }' S' Base Sheet (Optional): One or more layers `Type G1, G2 or G3. P Smooth". "Ruberoid Mop 170 FR" (granul Membrane: One layer e). ` Membrane: One or more layers "Ruberoid Torch" (Smooth or Granul Incline: 1/2 e) _ a Ruberoid Torch Granule Plus ", "Ruberoid Mop" G (Smooth or Granule) 19. Deck* ila on (Optional): One or more layers perlite, glass _fiber, .isocy - ;.. or "Ruberoid Mop Plus Granule ". nurate, urethane or perlite/isocyanurate composite, anythickness. Surfacing. Gravel. Base Sheet: One or more plies Type G1 or G2, hot mopped or adhered ; Deck: C -15/32 Incline 1/2 with K Chemical "No. 81" or Gibson -Homan "No. 6160'.' cold Insulation (Optional): One or more layers perlite, wood fiber, glass applied adhesive at 1 -1/2 gal /sq. fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ PP anurate composite- Membrane: One layer "Ruberoid M urethane composite, wood fiber /isocy op 170 FR ", hot mopped or adhered j pos with Karnak Chemical "No. 81" or Gibson -Homan "No. 6160" cold Base Sheet: Two or more layers Type G2 or G3. applied adhesive at 1 -1/2 gal /sq. Ply Sheet (Optional): drre or more layers Type Gl. PP ' Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), 20. Deleted In�ine 1/2- , "Ruberoid Torch Granule Plus", "Ruberoid Mop" (Smooth or Granule) 21. Deck: insulation (2 rlite, lass fiber or "Ruberoid Mop Plus Granule ". Insulation (Optional): Polyisocyanurate, wood fiber, pe g an thickness, hot mopped or mechanically fastened- Surfacing. Karnak No. 97,1 -1/2 - 3 gal /sq or gravel. Ba Sheet One or more plies Type G2 "GAFGLAS #75" base sheets, .'i Deck NC Incline. Insulation One or more layers perlite, glass fiber, 3/4 in. min, isocya- hot mopped or mechanically fastened- Aped . P notate, urethane, perlite/isocyanurate composite, perlite /urethane com- Membrane: One or more Tres "Ruberofd in 30 :1 /hot coo m lace. 22. Deck. C -15/32 Incline 1/2 posite, l -1/2 in. min• fiber t i Base Sheet (Optional): One or more layers Type G1, G2 or G3. Insulation (Optional): Polyisocyanurate, .wood perlite;-or glass i "Ruberoid Torch Membrane: One or more layers " (Smooth or Granule), fiber any thickness, hot mopped or mechanically fastened.' 5?? Base Sheet: One or more plies Type G2 "GAFGLAS #75" hot mopped "Ruberoid Torch Granule plus , Ruberoid Mop" (Smooth or Granule) or mechanically fastened. mopped P 1y . or "Ruberoid Mop Plus Granule ". ply heet: One or more plies "Ruberoid 20' ,hot mopped in'place• l; � Surfacing: Grundy "AL MB Aluminum Roof Coating" at 1 -2 gallsq• Membrane: One or more plies "Ruberoid 30 FR ", hot mo irr lace• ine: l/2 Deck: C in. 23. Deck. C- 15/32 ' Insulation (Optional): One or more layers perlite, gla ss fiber, 3/4 Insulation (Optional): Fiber glass or perlite, min, isocyanurate, urethane, perlite/iwganurate mechanically fastened. composite, perliteJ urethane composite, phenolic, l -1 /2 in. min. Base Sheet: One or more layers Type G2, hot mopped or mechanically fastened. CrAI` Base Sheet One or more layers Type G2 "GAFGLAS #75 Base Sheet ", ply Sheet Two or more layers Type Gl, hot mopped or mechanically fastened. ' " hot mopped or mechanically fastened in place. Ply Sheet One or more layers Type Gl "GAFGLAS Ply 4", hot mopped Membrane: "Ruberoid 30" or "Ruberoid Modified Cap Sheet 601 ", hot.y in place. mopped in place. I i Membrane: "Ruberoid Mop 170 FR ". S Karnak Chemical "Karnak No. 97 Fibrated Aluminum Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 g �' rt gal Surfacing or "GAF Weather Coat Emulsion" at 3 gat /sq. Asphalt Roof Coating" or "Karnak No. 97 Asbestos.Fxee Aluminum Roof Coating at 1 to 2 gal/sq. )0. Deleted 24. Deck: NC Incline 1/4 0048 1. Deleted Insulation (Optional): Polyisocyanur,gte, pgrlite, gla& fiber or woad s ` Deleted fiber, 2 in. max. • • • Deleted • Type r:&lamcall • n Base Sheet 15 as halt organic felt or 2. Y 4 Deleted fastened or adhered with hot roofing a's iR�P • • • • • • • • • • p s1.•sDt+rk. G�15932 Incline: 112 Insulation (Optional): Perlite, fiber glass, Locyanurate, urethane or Membrane: R Torch Granola ko It 97, F bitume • • • • • . perlite/isocxanut composite. Surfacing Karnak Chemical "ICamak•Dfo 97 Fib 6k @Alu i um R oof or "Karnak No. As halt Roof Coating' '97A,jt&tos Fr c� • Al • Aluminum Rood • • • • Base Sheet One or more layers Type G2 or G3 base sheet, hot mopped P • , , (tc or mechanically fastened. Coating° at 1 to 2 gal /sq. • • • • • • • • • • • • 4 7f I'rrchna►1 /4 • • • j'� Ply Sheet (Optional): One or more layers Type Gl, hot mopped in In � tio J3 Two layers glass fiber (Algeldti j tre eac�i • • • •. • • ; `;. place. Base Sheet Type G2, mechanicallt'ft :td or adheutd with hot • • > {" Membrane: "Ruberoid Mop 1701'R". roofing asphalt. • • • • • • • • . Incline :l /2' 16. Deck: C -15!32 Membrane: "Ruberoid Torch Granu� 1" ( Bodifed >: t�anea)~ Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane or +No 97 Fibrnu j. • • **so • • t;� Surfacing. Karnak Chemical ' ICari * ated Alumi t�ij, • • • perlite/isocyanurate composite, offset 6 in from joints. Asphalt Roof Coating at 1 to gal/sq. • • y Base Sheet One or more layers Type G2 or G3 base sheet, hot mopped sP Iodine: 1/4 • • • • r , . 26. Deck: NC t Y or mechanically fastened. Membrane: ` bid Torch Granule -R 1" (modified bitumen). Ply Sheet (Optional): One or more layers Type G1, hot mopped in g Ka No. 97 Fbrated Aluminum place. . Karnak Chemical `Karnak t" f t Roof Coating" at 1 to 2 galls I Surfacing- 1/2, Membrane: One layer "Ruberoid Torch Smooth" or "Ruberoid Mop 27 Deck C Smtsoth:;, Insulation (Optional): Perlite, wood fiber or glass fiber, 1 in. max, Membrane: One4ayer "Ruberoid Mop 170 FR ". mechanically pho ned or adhered with hot roofing asphalt. Ili l ' 7. Deck: NC Incline: fiber glass, wood fiber, isocyanurate, Base Sheet. Type G2 or ' "Flex Base roofing Insulation (Optional): Perlite, (modified bitumen), mechani cally fastened or adhered with hot roofing asphalt. + j. S urethane or perlite/isocyanurate composite. Membrane: "Ruberoid Torch Granule b h hat l ", heat fused. t Base Sheet One or more layers Type G2 or G3 base sheet, mopped i or mechanically fastened. Surfacing Mousey Products "Endure Aluminum Roof Coating", "Weather Check" or "Pro -Grade Aluminum Roof Coating ",1.5 gal /sq. r Ply Sheet (Optional): One or more layers Type Gl, hot mopped in 28. Deck NC . :,Incline :.1 /2 place. lass fiber or anurate/ Insulation (Optional): Perlite, wood fiber g iS' sz Membrane: One layer `Ruberoid Mop 170 Fr urethane board, 2 in max, mechanically fastened. l8. Deck NC Incline: 1/2 Base Sheet Type G2 (modified bitumen), mechanically fastened or Insulation (Optional): Perlite, fiber glass, wood' fiber, iscxyanurate, h hte /isocy pos adhered with hot roofing asphalt urethane or r,.,. per' anurate composite. Base Sheet (Optional): One or more layers Type G2 or G3 base sheet, Membrane "Ruberoid Torch Granule 1" (modified bitumen), eat N fuse d• av hot mopped or mechanically fastened. LOOK.FOR THE UL MARK ON PRODUCT j Via' �I Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ' ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW; Roof System Required Sections of the Attachments Required Permit Application Form See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and A,B,D 1,2,4,5,6,7 Shakes Outer As Applicable 1,2,3,4,5,6,7 0 0 0 0 0000. .. . • •0• 0000.. •0 0 ... .. ATTACHMENTS REQUIRED: ••00 0 0000. 1. Firs Directory Listing Page • • • • 0 90&4 • A 0000 000• 00• • 2. From Notice of Acceptance: 04000* • ":' • • • • Front Pa a •• •• •• ••• g 0000.. Specific System Description • • 0000. Specific System Limitations : • • • • General Limitations '..' : *000 :" ' 0 Applicable Detail Drawings #0000 3. Design Calculations per Chapter 16, or if Applicable, RAS 127 or RAS 128 4. Other Com nent Notice of Acceptances 5. Munlcl 1 PermICApplIcation 6. Owners Notification for Roofing Considerations Re -RooNn g On 7.1 Any Required Roof Testin /Calculation Documentation 12301-48 12109 PAGE 1 Owner's Notification Firm t "Delivering Excellence Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524 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, Budding govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of then agreement between the M er and the contractor. The owner's initial in the adjacent box indicates that the item been explained. 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane ne 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 b dressed as part of the agreement between the owner and the contractor. 2• Renaiiing wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida B g Code. (The roof deck is usually concealed prior to removing the existing roof system). .'JM3 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 o r 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, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code preWoes the ' op n of maintaining this appearance. .. •.. .. •... 5. Ponding Water: The current roof system and/or deck of the building ma +�flbt drain *611 and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of stmctural ." distress and may require the review of a professional structural engineer. Ponding rna�t Sbrten thtlYfe • •; • •. expectancy and performance of the new roofing system. Ponding conditions may not 6; *vident u�i�if the orig 0 0 ofing system is removed. Ponding conditions should be corrected. .. •... . • ro 6.Overflow scuppers (wall outlets): It is required that rainwater flow off sq that the roof rs not ; .... ; over oaded from a build up of water. Perimeter /edge walls or other roof extensions may block thz;Z;eharge if • overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance wi the Florida Building Code, Plumbing. 7. Ventl[ on : Most roof structures should have some ability to vent natural airflow through the interior of a structuraLassem* (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficAR to consider additional venting which can result in extending the service life of the roof. Owner's/Agent's Signature: Date: Contractor's Signature:., A Permit Number: Property Address: ' j LZ / A- 61e✓uc /.loan& /40SOWnWskyme"PtSBCrtOrr t52air1 .htm9/27/2007 5:46:06 AM 10050 NE 2nd Ave * Miami Shores, Fl 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 563.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave — Miami Shores, A 33 Re: Owner's Name: Property Address: �(� &� /cd Roofing Permit Number: Dear Building Official: certify that I am not required to retrofit the roof to wall ,o nections of my building because: 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. 0 0.04 , • D The building was constructed in compliance with the provisions of the Florida BwK!Q; Code..(IFSC) or... :. Nith the provisions of 1994 edition of the So th Florida Building Code (1994 SFBC)00•• • //� /r $,g 00 0 00 0 • 000!0! • Signature Print Name :.l..� State of Florida ,ounty of Dade the undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above )roperty mentioned. Sworn to and subscribed before me this b i day of a & P=3£:�' ATE of RAMA m D. H art (' �,Q - Q10 �Jotary Public, Sate of Florida at Large – AM 02.201 Vvnen the lust valuation of the structure for purpose of ad valorem taxation is equal to or more than $300.000.00, nd the building was not constructed with :BC nor a 1994 SFRC. Then you must-provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Migmi =bade My Home Page 1 of 2 , r My Home MIAMI•DADE Show Me: Property Information Legend Search By: Property Select l m _ te ���` Boundary o w Selected Property Text only Property Appraiser Tax Esti mator Street Property Appraiser Tax Highway Compar Miami -Dade El County Portability S .O.H. Calculator Water -Summary Details: N Foilo No.: 3 M- 1921 NE 102 ST W+ ff Z J CRAMAROSSA $ 02 ST MIAMI FL 55 Property Information: ABeds tBathr. 0 SINGLE FAMILY SIDENCE 1 RESIDENTIAL - GLE FAMILY • • • • 962 Digi tal Orthophotography - 2007 0 �� 112i • s • s • 750 SQ FT • • • • e • • 1 • • s• • ee••• • B 15-14 MIAMI HORES SEC 4 AMD Hone I Property Information I Property�� • • • • s • • • LAT LOT 4 BLK 94 LOT I My Neighborhood I Emp�Ap-o�aiser • e • s e • s e � + • • •: IZE 50.000 X 115 OR • • • • 13880 - 169010881 OR Home I i,�ising Our Site I About I Phone Dire ctoni I r vacv I Disciaimsr s • s • 0000 • s e s • 13880-1690 1088 00 ee••se ••s• sei•• ;;a • • • • Assessment Information: • • • • • • • • • s • ear. 2009 • 2008 • • • • • • • and Value: $98,072 U$99654 If you experience technical cincuities with the Property Information appil'" ry s • Buildin Value: ]$261,671 53,589 or wish to send us your comments, questions or suggestions • • • • e • •• • • Market Value: please email us at Webmaste 99 753 s ea s i s e s • : • e e s: Exam otion Information: Web Site e • • • • e ear 2009 1 2008 0 2002 Miami -Dade County. $25,000 1$25, 000 All rights reserved. YES I YES Taxable Value Information: Y ear. 1 2009 2008 Applied Applied axing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,0001 $50, $49,753 $49 54 8 C ounty: $50,0001 $50,0001 $49,753 $49,654 Cry $50,000/ $50,0001 $49753 $49654 chool Board: $25,0001 $25,0001 $74,753 $74,654 Sale Information: [Sa le Date: 10/1988 http: / /gisims2. miamidade .gov /myhome /propmap.asp 4/23/2010