The URL can be used to link to this page

RF-04-22-962Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: 04/28/2022 Location Address Parcel Number 47 NW 94TH ST, Miami Shores, FL 33150 1131010340130 Contacts Permit No.: RF-04-22-962 Permit Type: Roof Work Classification: Repair Roof Permit Status: Approved Expiration: 10/28/2022 ANTAL AURELIA & PIERRE LOUIS Owner I BIG G ROOFING AND MORE, INC. Contractor 47 NW 94ST Ivan Gomez Home: 3053319958 4005 NW 135 ST, Opa Locka, FL 33054 Business: 2157601847 info@biggroofing.com Inspection Requests: Description: FLAT ROOF REPLACEMENT Valuation: $ 15,855.00 305-762-4949 Total Sq Feet: 1,264.00 Fees Amount Application Fee - Other $50.00 CCF $9.60 DBPR Fee $4.13 DCA Fee $2.75 Education Surcharge $3.20 Roofing Fee $225.00 Scanning Fee (Manual) $9.00 Technology Fee $6.88 Total: $310.56 Payments Date Paid Amt Paid Total Fees $310.56 Credit Card 04/28/2022 $260.56 Credit Card 04/18/2022 $50.00 Amount Due: $0.00 Building Department Copy 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 1 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. Authorized Signature: Owner / Applicant / Contractor / Agent Date April 28, 2022 Page 2 of 2 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Y { E i €'Mf ai i y.lfY� �F15Spj,-, r,. LL F.. Parcel Number 47 NW 94TH ST, Miami Shores, FL 33150 1131010340130 Contacts Expiration: 10/28/2022 Inspection Requests: Description: FLAT ROOF REPLACEMENT Valuation: $ 15 855.00 ---- i Total Sq Feet: 1264.00 'fiiz €�§ Fees Amount Application Fee - Other $50.00 CCF $9.60 DBPR Fee $4.13 DCA Fee $2.75 Education Surcharge $3.20 Rooting Fee $225.00 Scanning Fee (Manual) $9.00 Technology Fee $6.88 Total: $310.56 Payments Date Paid Amt Paid Total Fees $310.56 Credit Card 04/28/2022 $260.56 Credit Card 04/18/2022 $50.00 Amount Due: $0.00 Applicant Copy For Inspections, Call (305) 752-4949 or Log on at https://bldg.miamishoresvillage.com/cap/. Requests must be received by 3pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in the GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, public records of this county. STATE AGENCIES, OR FEDERAL AGENCIES. April 28, 2022 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC &d ROOFING �ECEIVE�� APR 1 8 022 BY: nFBBCC 2L0 �n Master Permit No. RE Y 30^1--9VL Sub Permit ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [—]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 47 NW 94th St City Miami Shores County: Miami Dade zip: 33150 Folio/Parcel#: 11-3101-034-0130 Is the Building Historically Designated: Yes NO X Occupancy Type: R-3 Load: Construction Type: Flood Zone: X BFE: -9999 FFE: OWNER: Name (Fee Simple Titleholder): Antal Pierre LOUTS Phone#: (305) 331-9958 City: Miami Shores State: Florida zip: 33150 Tenant/Lessee Name: N/A Phone#: N/A Email: info(c)biggroofinq com CONTRACTOR: Company Name: Big G Roofing & More, Inc Phone#: (305) 627-3909 Address: 4005 NW 135th St City: Opa-Locka State: Florida zip: 33054 Qualifier Name: Ivan Gomez State Certification or Registration #: CCC1331250 Certificate of Competency #: N/A DESIGNER: Architect/Engineer: N/A Address: N/A City: N/A State: N/Azip: N/A Value of Work for this Permit: $ 15,855 Square/Linear Footage of Work: 1,264 Type of Work: ❑ Addition ❑ Alteration ❑ New Sz Repair/Replace ❑ Demolition Description of Work: Flat roof replacement. Specify color of color thru tile: Black { ^ Submittal Fee $ `0G lF�Permit Fee $ � CCF $_ - I • y� CO/CC $ Scanning Fee $ Radon Fee $ DBPPR $'� Notary $ _ Technology Fee $L Training/Education Fee $ .'l ' X Double Fee $ Structural Reviews $ (Revised02/24/2014) Bond $ 04 TOTAL FEE NOW DUE ,$ ' 30 42W.900 Bonding Company's Name (if applicable) N/A Bonding Company's Address N/A City N/A State Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address N/A City N/A State N/A Zip N/A N/A Zip N/A 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 Signature OWNER r AGENT JCWRAR The foregoing instrument was acknowledged before me this 12th day of April , 20 22nd , by Mario A. Varela (Attomey-in-fact) , who is personally known to me or who has produced N/A as identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: Seal: Notary Public State of Florida David C. Velasquez My Commission f[p HH 2O6788 Exp.12113/2 2S APPROVED BY The foregoing instrum1w t was ackn edged before me this 12 day of April , 20 22 , by Ivan Gomez , who is personally known to me or who has produced N/A as identification and who did take an oath. NOTARY PUBLIC: Sign:'AWL Print: t/— rL Sea I: Plans Examiner Notary Public State of Florida ADavid C. Vel squez My Commission MU HH 2O6786 EXD.12/13/2025 Zoning (Revised02/24/2014) Structural Review Clerk BIG ZRIS ROOFING &MORE DATE: 03/30/2022 Big - 7zoofz"ng & .More, Inc 1926 NE 148 Street North Miami 33181 Ivan@biggroofing,com 305-627-3909 License# CCC 1331250 POWER OF ATTORNEY 1, Antal Pierre Louis , [name of owner] hereby name and appoint Mario A. Varela of Big G Roofing & More, Inc. to be my lawful attorney -in -fact to act for me and to apply ONLY to the following entities and ONLY for the following documents, permissions or approvals: /4�Division or Department of Building safety for a Building (ROOF INSTALLATION) permit (NOC and Permit Application) for work to be performed at the owner's location. The Homeowner's Association or equivalent organization that governs the house in which I live at at [home address] for [describe necessary HOA approval] Division or Department of Building safety for a Building (DOORS AND WINDOWS INSTALLATION) permit (NOC and Permit Application) for work to be performed at the owner's location. Division or Department of Building safety for a Building (AIR CONDITIONER INSTALLATION) permit (NOC and Permit Application) for work to be performed at the owner's location. Division or Department of Building safety for a Building (PHOTOVOLTAIC SOLAR PANELS INSTALLATION) permit (NOC and Permit Application) for work to be performed at the owner's location. and in each case, to the extent marked above, to sign my name and do all things necessa to this ap ointment. Antal Pierre Louis (Owner Name) (Type or Print) (Own igna e) Betania Quintero (Witness #1 name) (Type or Print) 2. Jason Figueroa (Witness #2 name) (Type or Print) Zrzdse�v - (Witness #1 Signature) (Witness-2 gignaturef The foregoing instrument was acknowledged before me this 30th day of March 20 22 by Antal Pierre Louis who is personally known to me or who produced as identification and who did not take an oath. Eduviges Calvo Notary Public (Print Name) Nota Public (Si nature) My Commission Expires 11 /05/2024 Seal: Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.gov 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: 04/12/2022 10050 N E 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Antal Pierre Louis Property Address: 47 NW 94th St, Miami Roofing Permit Number: Dear Building Official: I Antal Pierre Louis FI 33150 certify that I am not required to retrofit the roof 7all connections of my building because: e 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) Signatur State of Florida, Miami Dade County Mario A. Varela (Lawful -attorney -in -fact) Print Name The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this 1 h ;Notary Public State of Florida April 2022. David c. VelasquazMyCr m,acio011Ex H 20673�8 Notary Public, State of Florida at Large�d I, Ibhbg12y • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. For Forms and Applications click here: http://bldg.miamishoresvillage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia miShoresVillage Rev01 142021 Owner affidavit of exemption Page 1 of 1 'r OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3101-034-0130 Property Address: 47 NW 94 ST Miami Shores, FL 33150-2237 Owner ANTAL PIERRE LOUIS AURELIA B PIERRE LOUIS Mailing Address 47 NW 94 ST MIAMI SHORES, FL 33150 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SO Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,622 Sq.Ft Living Area 2,043 Sq.Ft Adjusted Area 2,370 Sq.Ft Lot Size 9,675 Sq.F11 Year Built Multiple (See Building Info.) Assessment Information Year 2021 2020 2019 Land Value $280,921 $223,374 $223,374 Building Value $177,750 $177,750 $177,750 XF Value $7,504 $7,574 $7,647 Market Value $466,175 $408,698 $408,771 Assessed Value $144,625 $142,629 $139,423 Benefits Information Benefit Type 2021 2020 2019 Save Our Homes Cap Assessment Reduction $321,550 $266,069 $269,348 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 6A PB 12-54 LOT 21 & W1/2 LOT 22 BLK 167 LOT SIZE 75.000 X 129 OR 15517-1980 0392 4 Generated On 4/12/2022 Taxable Value Information 2021 2020 2019 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $94,625 $92,629 $89,423 School Board Exemption Value 1 $25,000 $25,000 $25,000 Taxable Value 1 $119,625 $117,629 $114,423 City Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $94,625 $92,629 S89,423 Regional Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $94,625 $92.629 $89,423 Sales Information OR Price Book- Qualification Description Page F2/041201 $100 27180 Corrective, tax or QCD; min consideration 1832 15517- Sales which are disqualified as a result of $0 1980 examination of the deed 03/01/1988 $85,000 13663- Sales which are qualified 2469 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not refiect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http:/Ary.miamidade.govrnfo/discialmer.asp Version: C:F H 201 OR0095939 OR N 27180 fts 1832 - 1833; (2Pas) RECORDED 02111/2010 10.10241 DEED DOC FAX 0.60 HARVEY RUVINt CLERK OF COURT MIAMI-DADE COUNTYr FLORIDA Eftared by and return to: Antai Pierfe-Louis 47 NW 94 St Miami Shores, FL 33150 QUITCLAIM DEED THIS QUITCLAIM DEED, executed this / /- day of FEBRUARY 2010 By first party, Grantor, ANTAL PIERRE-LpUM a married man Whose post office address is 47 NW 94 St, Miami Shores, FL 33150 to second party, Grantee, ANI'AL PIERRE-LOIs lIS and AURTLIA B. P`IERRE-I OUK husband and wife whose post office address is 47 NW 94 %Miami Shores, FL 33150 WITNESSET% That the said first party, for good consideration and for the sum of TEN Dollars ($10.00) paid by the said second party, the FeCeipt whereof is hereby adawwledged, does hereby ram, raleasa and quitclaim unto the said second party forever, all the right, title, interest and claim which the said first party has in and to the following described parcel of land, and improvements and appurtenances thereto in the County of MIAIVII DADE State of FLORIDA to wit: PARCEL iD NUMBER: 11-31-01-034-0130 LOT 21 & Wll2 LOT 22, BLK 167, PBK-PG 12 54 MUM Mi SHORES SEC 6A This is the Homestead property of the Grantor To Ma" and to Hold the sarue tower with all and singular the appmtmences dm amto belonging or in anywise appertaining, and all the estate, right, title, interest, lien, equity and claim whatsoever of grantors, either in law or equity, for the use, benefit and profit of the grantees forever. Book27180/Page1832 GFN#20100095939 Page 1 of 2 r OR BK 27180 PG 1833 LASS" PAGE In Witness Whemog the grantor has hereunto set his hands and seals the day and year first above written. Signal, sealed, and delivered is Printed Name: W4gRg -"IAA - - C 4Wgr- Witness t�4 State of Florida County of Miami -Dade The famgomg instrument was know before me this • day of IQ � Z'/ , 2010 by �� - 4o�s He is personally known to me or he has produced his Florida driver's licanse as idendfication. Printed Name: Ngtwy Public My Commissions res• i�EMMFAGWUM fG4��M �` Qom& ptou*t�l��t14 a � eonir111aNrle��+� Book27180/Pagel833 CFN#20100095939 Page 2 of 2 BIG ) , 99rooLcom l QZ Illtl� 1 u'., 4005 N W 1351h ST / Opa-locks FL 33054 � Omcc(a!higgroofing.com ROOFING & MORE 305.627.3909 3/C,/ZZ License NCCC 1331250 305.800.BIG _ Proposal# 03 Z.z_ 91 kS Referred by Date: Nome: _ 411 'rk/ P ierr{ - L c'om n-ry I ryy Address: L'V - i n Phone: Zne� 7't1-99s Cell: Email: ,,�� /J We arc Pleased submit the following proposal far your consideration on the below referenced premise u follows. 041LL ROOF Ej PARTIAL ROOF [I ROOF REPAIR ❑SIIINGLEOTILE UprLATOMETAL D INTERIORDAAfAGE over entim grass. Una, windows, doors,siding, duck, etc. for protection. whercn r^ korworkable surfaces ens ve up to laycr(s) of roof down to the place any necessary wood due to water rIX or Termite damage up to shee(s) of plywood O an $ persheel(s) / LF lhercafter. Larger truss support wood will be billed atgiClL a r it Wil nail all decking to meet Miami Dade, Broward and Palm Beach County & Florida Building Code. Apply 30# oil based felt, anchored to the deck(tin/ca ). Cal'Ap new 3'X 3' custom bent drip edge (color) tu�W'/ ( lashing rc lacement will be additional cherge(I Iatt all plumbing pipe flashing with lead. pply 16' wi a galvanize va ey m �(ostall a new roof vent system (Gooseneck) for proper ventilation. I ,7 O supply & Install n I A_SO Feet of Shingles Warranty by manufacturer ❑ Supply & Install. Q (nfirr , I Feet of Tile � Warranty by Manufacturer ❑ Install new adhesive (Peal d StA underlaymnent) to 30 # IL DgaftiTileSeal ®HT OTi1e will be installed using 2 3-M foam. Rake and birds will be cemented. water ❑ Will line all valleys arid s s with peal and stick sew water barrier (Boni TileSeal0 HT secondary barrier)for an additionIal(price. 3 / I I ial QSue61v & Install—I—L—SQ Feet of Flet Roof Warranty by Manufacbsrcr (/ CEA�75 BASETIN CAP WITHAI-I/d'RS.NAILS I- 8'TC LAT RO_OFLALABORZyean!(Initial) 2ACE A RUBEROID SMOTH#20 HOT MOPPED CE F�7`,_EERGLASS [@'Pt.y SHEET HOT MOPPED OP6a.CF o•nF RFtNPOR -- L.ACE_LL_INSULATION //yZZ'H//74 A SHEET D BR&iLASi+CiRh y M15 EP 6' OUNTER-FLASH pTORCH DOWN SYSTEM HEAT WELD QR&SEAL-e M,N,.EYr� upply and Insrzll up tot v LF of fascia -t painted fa PREE and S AI! perLF aft�f. as addirti$� Prime $ /� , , n _ i its " r i� ZI A' Z' 4/ /X< ✓ o IGGRoofiag&Marc Inc. Will guarantee, lothe Onginxl own(r, the workmanship for a Period of 13L years �/(�N'e smite what we s,11I.Big G Roofing.musl do all mainlenarsce/repm��rsJJJPPP order for the warri my to be in elTME. Ia AlLwafk performed as per insurance loss pricing and supplemenn(�/A A/All paymem.from insurance provider or any other pony making bay=nn`For services rendered.must have checks made payable to Big G Roofing & More,Ine.Faliwe to make checks payable to Big G RooRng&Mnre,Inc shall constitute a breach ofcomicwd Big G Roofing reserves the right to file an action for such br<04 oftc—umrad under Florida law. s W Big G Roofing will work with the insurance adjuster in regards to any payments. F e hereby propose Io famish, labor &materials complete in accordance with the above p�'�� 1�eCspecification, for the sum ol'S (dollars) with payment to b< made its follows: 35°/.1,(d13.L / p.a/� 5•/. dr)' in plus an)' additional ood rc laced over the /'z ^sheet, 20%completion of the roof s /e is due aRtt final inspection.so f"" grtne -All Vgrtne Paperwork will be signed al file load in order to expedite payment and final inspection. Iflhe customer h<ryby agrees to sign and complete all financing loan documents before and nR<r delivery as required by the financing company. Furhermorc, customer again to cooperate with the Regosa Engineering Servse. Inc. its Q subsidiaries and finance company u needed Iv endure Ibu the projrn is lundud in a timely manner. If fiwncing is cancelled cash terms providud al the bottom that proposal crunches will be enlurted. A 3°/ processing fee will lg�pplied 1'or all ereJil enrd payments. )o o Carpentry Work, Souma, HYAC. I. Flashing. Stucco Flashing, or fainting will be p<rfommJ unless speeiticaliy ztamd m this comratt. Any GVTTER that need m be n�noved BG & M wall NOT h responsible for damage or rcmmllanon ol'the z GUTTER. In thv event payment is not coerces sorted in the payment schedule. all fees incurred in colleci t during bus not limited ro anornry fees,coun casts anJ collmion agencies arc to be Paid b)'signtt and'or humeoxner. 1a �11 permit feces rnzpeclfons and engineer ftt will be billed to the owner ov the Rrat Invoice-( Check to confirm rhat you understand there Is a 4 % convenient fee to pay with CrcdiUDebit Car6. t Ro og&More, monks you fur shin apponunily. and would likemprtscnl to you the following Smpr i A e mfprottssv rmdum tkl. xith)avr klP+rid eaapemion rill con die PsojatwiJwutao)inronv i i xdl as m. / panics agree to this con`vect by signing below: s me w r rx Rep emotive ��^ • G Ro mg l Date ZZ Date 3/3�/ZL KEEP CALM...BIG 1 .S S' COT YOU COVERED Thisproposal Become Legal And Binding 72 Hours From Date Of Acceptance DECEIVED Florida Building Code 7th Edition (2020) High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade County isY;_ Section A (General Information) Master Permit Number: Process Number: Contractor's Name: Big G Roofing & More, Inc Job Address: 47 NW 94th St, Miami Shores, FI 33150 V Low Slope ❑ Asphaltic Shingles ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/ Shingles ROOF TYPE ❑ New Roof ❑ Repair ❑ Maintenance ❑ Mortar / Adhesive Set Tile ❑ Wood Shingles / Shakes ROOF SYSTEM INFORMATION 5/Reroofing ❑ Recovering Low Slope Roof Area (ft2) Steep Sloped Roof Area (ftZ) Tot31.(ft240 .... r 1,264 0 1,264•• Are there gas vents on the roof? Oyes ('No If Yes what type? 0 Natural J" LPX Is there an existing roof top Solar System? 0 Yes Q(No If yes will it be reinstalled?mb Yes i0nit Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers"arie a,erflow drains. Include. I. R 0000 O O 000000 0000 0 0 0000 0 0 000000 0000 0 0 0 000000 0 0 0 0 00.000 00000 0 0 0 00000 0 00 0 0 0 000000 0 00 0 0 0 0 000000 • 00 • 0 0 0 0 0• 0 000.00 0 0 0 00 0 0 0 00 0 O 0 O 0 0 0 00 000000 0. 000000 0000 • 0 0000 000000 0 0 00 00 000000 0 0 0 O 0 • O 0 • 0 00 ROOFING &MORE Big G Roofing & More, Inc. 4005 NW 135th St, Opa-Locka, FI 33054 Phone: (305) 627-3909 Email: info@biggroofing.com www.biggroofing.com License: CCC1331250 Section B Roof Plan of the Property Located at 47 NW 94th St, Miami Shores, FI 33150. - All dimensions in feet and inches. 16' 2' 31' T T 15, Flat roof 13, Flat roof 15'-4" �c 18' ... 20' Flat roof T . . .. . ...... 33'-4" T T Tiles roof (Not in scope of work F- <— j -- -15' — Opa-Locka, April 12th, 2022. 44' W 35' Front side — Eave Hip Ridge Valley — Flashing 0000 0 0 000000 0000 0 0 o s o s 0 0000 0 00 0 0 000000 0000 000000 0 0 0 0 000000 000000 0 0 0 0 0000 000000 0 0 00000 0 0000 0 0 00000 0 00 000000 0 0 0 0 0 000006 0 00 00 00 0 0 0 000000 0 0 0 0 000000 0 00 0 0 0 0 0 0 0 00 0 0 0 000000 0 0 0 0 0 0 00 0 00 0 0 0 00 0 ;BIG e( ROOFING &MORE Big G Roofing & More, Inc. 4005 NW 135th St, Opa-Locka, FI 33054 Phone: (305) 627-3909 Email: info@biggroofing.com www.biggroofiing.com License: CCC1331250 Section B Roof Plan of the Property Located at 47 NW 94th St, Miami Shores, FI 33150. Flat Roof Zones Dimensions. - All dimensions in feet and inches. - Note: These flat roofs does not have zone 1' due its small size. 3 6' 1 1 4' 4' 6' 3 3 6' 4' -6' 6' 4-14'4' 6' � � 6' i i 3 4' 4' �j ---- i L-2 2 2 4 1_J 2 L----a 3 A... r----i 1 4' 19, .. L. 4 . 1 _ 3'2' -�---------- r..Y,� . �,. ... _ _'�' I A I 1 1 n 1 � I •.••I _--_—— __—__—. �.� Q Id 4_ 2 46 •..•.I .... -i ----' 3 1 18 —�ss�a 2. 13'i 2----'�• 6 -� 4' 4 6 "• .. .. .: I 16' �i 17'-8" 4 . . 1 2 li i 1 2 8' 1 1 1 i I 2, ---- i 2 i ----, 3 4 Tiles roof 4' - 6(Not in scope of work) 6' Eave Hip Valley Flashing ---- Zones borders Opa-Locka, April 12th, 2022. eoso 0 0 000000 0060 0 0 0000 o 0 000000 6600 O O e 000000 O O O O 000000 00000 O O O 00060 0 00 0 O O 000000 O 00 9 0 0 O 000000 a 00 0 0 O O O Oo 0 900000 0 0 e ee O 0 0 00 0 O O e O O O 00 000'066 O 0 00 00 0• 6000 O O 0000 00000.0 0 0 60 00 000000 0 O 0 0 6 0 0 0 0 0 O 00 Florida Building Code 7th Edition (2020) High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade County Section C (Low Sloped Roof Systems) Fill in Specific Roof Assembly Components and Identify manufacturer (If a component is not used, identify as "NA") System Manufacturer: GAF Materials Corp. Product Approval # 18-0919.07 System A(3) Design Wind Pressures, from RAS 128 or Calculations: Zone 1': -37 Zone 1: -64 Zone 2: -84 Zone 3: -115 Max. Design Pressure, from the specific product approval system: -52.5 psf Deck Type. 5/8" CDX Plywood Gauge / Thickness: 5/8" Slope: 1" : 12" 1 ply Gafglas #75 Anchor/ Base Sheet & No. of Ply(s): ASTM D4601 Anchor/ Base Sheet Fastener/ Bonding Material: 11/4" RS Galvanized Roof Nails + 01 5/8 Tin Caps Insulation Base Layer: Structodek Hight Density Fiber Base Insulation Size and Thickness: 4'x4'xY2" Base Insulation Fastener/ Bonding Material: ASTM D312 Type 4 Asphalt Hot Mopped 2040 Lbs/SQ Top Insulation Layer: N/A Top Insulation Size and Thickness: N/A Top Insulation Fastener/Bonding Material: N/A 1 ply Ruberoid 20 Smooth Base Sheet(s) & No. of Ply(s): ASTM D6163 Base Sheet Fastener/ Bonding Material: ASTM D312 Type 4 Asphalt Hot Mopped 20-40 Lbs/SQ Ply Sheet(s) and No. of Ply(s): N/A Ply Sheet Fastener/ Bonding Material: N/A Top Ply: Gafglas Mineral Surfaced Cap Sheet ASTM D3909 Top Ply Fastener/ Bonding Material: ASTM D312 Type 4 Asphalt Hot Mopped 20-40 Lbs/SQ Surfacing: Granules Fastener Spacing for Anchor/Base Sheet Attachment: Zone 1' N/A,, oc @ Laps, # Rows N/A @ N/A., oc Zone 1 4 " oc @ Laps, # Rows 2 @ 4 " oc Zone 2 5 " oc @ Laps # Rows 3 @ 5 " oc Zone 3 4 " oc @ Laps, # Rows 4 @ 4 " oc Number of Fasteners Per Insulation Board Zone 1': N/A Zonal: N/A Zone 2: N/A zone ap N/A — rs— Illustrated Components NotH ardl Details aSApplicable: Woodblocking, Gutter, Edge TSMdAlbn, stripttlle, Flashing,'" Continuous Cleat, Cant Strip, B3SE•F1ashing, Counte"ashing, Coping, Etc. ••••, % ' Indicate: Mean Roof Height, P2ttDOMeight, 19ghIt8pse FlasN',i1 , Component Material, MateriaMidiless, FasteMtr Type, Fasta..tr Spacing or Submit Manufactutp5 DPfIDps that Comply with RAS 11- and Chapter 16. •• ...... 1- x 6" Wood Blocking Attached W/p&" x 4" @ W a pafglas Mineral Cap Sheet Ruberoid 20 smooth /GafR[as #75 Base Sheet Wood Deck Insulatlony," x 4' Fiberboard Fascia 3'x 3' Mini Gahanixed meal drip edge4 o.c with in W"eannce. parapet hei'm Mean Roof Xeiiht 10, t il ne�a o a 080066 0000 0 0 0 0 0 0 o suss 0 es 0 e 000000 does 0000e4 0 e a s 0eeee0 000000 0 0 0 o ee60 000000 0 0 00000 0 0000 0 0 000ee s se 060ee0 e e a e o 069e00 0 es se so 0 a e sasses 0 0 0 0 0000eo 0 00 0 0 0 0 a 0 a 00 0 0 a 0000eo 0 0 0 0 0 o 00 0 00 0 0 0 00 e M I A M FDWDAJM)E MIAMI-DADE COUNTY PRODUCT CONTROL SECTION It 805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy GAF 1 Campus Drive Parsippany, NJ 07054 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 RER - 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 Dat1P,Copnty) reserve the right to have this product or material tested for quality assurance purposes. lfthisproducjpl, • •: material fails to perform in the accepted manner, the manufacturer will incur the expen"el each testing , and the AHJ may immediately revoke, modify, or suspend the use of such product or myteTM within, their •' jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miii. Dade County .•. Product Control Section that this product or material fails to meet the requirements of tie applicable " building code. This product is approved as described herein, and has been designed to comply with the Florida Buld rigCode ...... including the High Velocity Hurricane Zone of the Florida Building Code. , • • .. DESCRIPTION: GAF Conventional Built -Up Roof Systems 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. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 14-1030.01 and consists of pages 1 through 27. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 1 of 27 0000 000000 0 0 0000 ° 0 o s o ° p o000 • •o 0 000000 ° 000• •••••0 0 90e860 0 0 0 000000 e e ees• o ° 000000 p • 00000 0 ooe• ° ° 00000 0 00 oe0000 0 0 0• 00 • • 00 00 000000 0 ° 0 000000 ° o 0 0 000000 0 0• q ° 0 0 • s 0 00 0 0 0 000000 O 00 0 0 0 O 00 O p O O O 00 0 11 ROOFING SYSTEM APPROVAL Cateeory Roofing Sub-Catettorv: BUR Material: Fiberglass Deck Type: Wood Maximum Design Pressure: -97.5 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description GAFGLAS'a Ply 4 39.37" (1 meter) ASTM D2178 Smooth surfaced asphaltic ply sheet reinforced Wide with fiberglass mat. Tri-Ply' Ply 4 39.37" (1 meter) ASTM D2178 Smooth surfaced asphaltic ply sheet reigfbrteo Wide with fiberglass mat. •••.•. "" ••••;• GAFGLAS't' 39.37" (1 meter) ASTM D2178 • .... Smooth surfaced asphalticrAtet reinforced .... FlexPly' 6 Wide with fiberglass mat. ...... GAFGLAS'r' #75 39.37" (1 meter) ASTM D4601 Smooth asphaltic base or b&tfply slice; iem%rced ..... Base Sheet Wide with fiberglass mat. Tri-Ply' #75 Base 39.37" (1 meter) ASTM D4601 Smooth asphaltic base or pabo4pty sheet reinforced Sheet Wide with fiberglass mat. ; • ...... GAFGLAS" #80 39.37" (1 meter) ASTM D4601 Smooth asphaltic base or bane/p;y sheebreioforced; • • • •; Ultima'•' Base Sheet Wide with fiberglass mat. GAFGLAS'x 39.37" (1 meter) ASTM D4897 Smooth surfaced asphaltic perforated venting base Stratavent" Wide sheet reinforced with fiberglass mat. Perforated Venting Base Sheet GAFGLAS® 39.37" (1 meter) ASTM D4897 Smooth surfaced asphaltic nailable venting base Stratavent®Nailable Wide sheet reinforced with fiberglass mat. Bottom side Venting Base Sheet surfaced with granules. Ruberoid' 20 39.37" (1 meter) ASTM D6163 SBS polymer -modified asphalt base or Smooth Wide anchor sheet reinforced with a fiberglass mat. Ruberoid® Mop 39.37" (1 meter) Smooth wide Ruberoid® Mop 39.37" (1 meter) Smooth 1.5 wide Ruberoid® Mop 39.37" (1 meter) Plus Smooth wide Ruberoid® HW 25 39.37" (1 meter) Smooth wide ASTM D6164 Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. ASTM D6164 Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. ASTM D6164 Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. ASTM D6163 Smooth surfaced torch applied SBS base or anchor sheet reinforced with a fiberglass mat. NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 2 of 27 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Ruberoid® HW 39.37" (1 meter) ASTM D6164 Smooth surfaced torch applied SBS base or anchor Smooth wide sheet reinforced with a polyester mat. GAFGLAS'& 39.37" (1 meter) ASTM D3909 Granule surfaced asphaltic cap sheet reinforced Mineral SurfacedAl Wide with fiberglass mat. Cap Sheet Tri-Ply'& BUR 39.37" (1 meter) ASTM D3909 Granule surfaced asphaltic cap sheet reinforced Granule Cap Sheet Wide with fiberglass mat. GAFGLAS& 39.37" (1 meter) ASTM D3909 Granule surfaced asphaltic cap sheet reinforced EnergyCap'" Wide with fiberglass mat. Cap sheet is factory coated Mineral Surfaced with TOPCOAT' EnergyCote' Elastomardc . Cap Sheet Coating. , •, Topcoats' Surface 5 or 55 gallons ASTM D6083 Solvent -based thermoplastit.-mbber ..:. Seal SB sealant designed to protect'miti'restore aged roof surfaces and to increase roott4flectivitI... • Topcoats' 1, 5 or 55 gallons ASTM D6083 Water -based elastomeric coming; � • • . Membrane Topcoat' MB Plus 5 or 55 gallons Proprietary Water based, low VOC primer designeddo block asphalt bleed -through. : , •, Topcoat' FireOut' 5 or 55 gallons Proprietary Low VOC, water based fire barrier coating .' Fire Barrier Coating VersaShield' Fire- 12" x 100' rolls ASTM D226 Non -asphaltic, fiberglass reinforced underlayment Resistant Roof and/or fire barrier Deck Protection VersaShield' Solo' 42" roll wide, 100 ASTM D146, Non -asphaltic, fire resistant fiberglass Fire -Resistant Slip ft. D828, D4869, underlayment Sheet D6757 Topcoats' 1, 5 gallons or TAS 139 Solvent -based elastomeric sealant. FlexSeal' 1 qt. tube NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/1e Page 3 of 27 APPROVED INSULATIONS: Product Name EnergyGuard' Polyiso Insulation EnergyGuard' Tapered Polyiso Insulation EnergyGuard' Ultra Polyiso Insulation EnergyGuard' RA Polyiso Insulation EnergyGuard' RA Composite Polyiso Insulation EnergyGuard'° RH Polyiso Insulation EnergyGuard' RH Tapered Polyiso Insulation EnergyGuard' RN Polyiso Insulation EnergyGuard' Perlite Roof Insulation TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Glass -faced polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or permalite Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite insulation board EnergyGuard' Perlite Recover Perlite recover board Board Securock® Gypsum -Fiber Roof Gypsum board Board Securock* Glass -Mat Roof Glass faced gypsum board Board Structodek* High Density Fiber High density fiberboard Board Roof Insulation DensDeck' Prime Roof Board Gypsum board DensDeck® Roof Board Gypsum board Manufacturer (With Current NOA) GAF GAF GAF GAF 'e7:T .....PAF :... '....GAF �..... .. "GAF .. . .GAF GAF United States Gypsum Corp. United States Gypsum Corp. Blue Ridge Fiberboard, Inc. Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum LLC NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 4 of 27 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Drill-Tec' # 12 Fastener Phillips head, modified # 12 x 8" max. GAF 2. Drill-Tec' # 14 Fastener 3. Drill-Tec' ASAP 3S 4. Drill-Tec' 3" Steel Plate 5. Drill-Tec' 3" Standard Steel Plate 6. Drill-Tec' AccuTrac® Flat Plate 7. Drill -Tee' AccuTrac® Recessed Plate 8. Drill-Tec 3 in. Ribbed Galvalume Plate (Flat) buttress thread, pinch point, length, #3 carbon steel fastener for use Phillips head. in steel or wood decks. With CR-10 coating. Available with a pinch point or drill point. Truss head, self -drilling, #14 x 16" pinch point, high thread max. length, fastener for use in steel, wood #3 Phillips or concrete decks. head. 0 Drill-TecT'' # 12 Fastener with See o 0 ° Drill-Tec' 3" Standard Steel o0 ° components o o°°0 Plate. °o ° ° 0000 Round Galvalume steel 0 0 3" Round 0 ° 0 ° stress plate with reinforcing 0 0 0 0° o 00 ribs and recessed for use with 00 Drill-Tec'" fasteners. °000s° 0 ° ° ° Galvalume* coated steel 3" Round o ° ° ° stress plate for use with 00 ° approved Drill-Tec' fasteners. A2-SS aluminized steel plate 3" square; for use with Drill-Tec' .017" thick fasteners. Galvalumel steel plate with 3" square; recess for use with Drill- .017" thick Tee' fasteners. " Round Galvalume® plated 3" Round steel stress plate with reinforcing ribs for use with Drill-Tec' fasteners. GAF 0000 0 0 0000 000000 GAP. °OO° 0 0000 ° o0ooeo ° ° o 000000 0 008000 00 °O ° ° 000so 0 o 00 S 000000 0 0 ° 0o 000000 q�. dA;00 ° ° 0 0 0 0 0: 0 °° o ° ° o ° O 00 GAF GAF GAF NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/0011A Page 5 of l7 EVIDENCE SUBMITTED: Test Agency Test Identifier Descriation Date Factory Mutual Research Corp. 3014547 4470 05/22/03 3029832 4470 05/11/07 3033135 4470 11/24/08 3034312 4470 04/09/09 3036980 4470 08/14/09 3038278 4470 11/18/11 3040738 4470 11 / 16/ 10 3041769 4470 05/26/11 3042887 4470 11/14/11 3042905 4470 01/10/12 3046081 4470 02/ 13/ 13 3046388 4470 0 0 *69/24/ 12 3047636 4470 °°°°°: °oa9P 8/99°°°000 ODOA8.AM 4470 °Y°°°C °°°Q7 09 °°°°C° OD 1 A8.AM 4470 ° ° ° : ° ° 07/29/94 ° ° OY9Q5.AM 4470 ° ° ° ° ° 04/01 /98: ° ° ° ° : 1 B9A8.AM 4470 ° 0000 ° : ' ° 64%4/97 ° e : ° ° ° 2B8A4.AM 4470 ° ° : ° °: ° ° °Q'9/,02/97 ° °' ° ° 3B9Q1.AM 4470 00 ° ° `°OT/08/98° ° ° °: ° 3D4Q2.AM 4470 : ° ° ° : ° ° 65/30/97° ° ° ° : ° 797-03221-267 4470 ° ° : ° QS/27/07 ° ° 797-03825-267 4470 ' O °' 07/21/08: ° ° ° °: 797-10228-267 4470 0 04723/ 15 UL LLC R 1306 UL 790 08/21 / 18 PRI Construction Materials GAF-122-02-01 TAS 139 05/07/06 Technologies, LLC GAF-270-02-02 ASTM D226 11/15/10 GAF-276-02-01 Rev ASTM D6083 12/ 16/ 10 GAF-276-02-02 ASTM D226 11/15/10 GAF-306-02-01 ASTM E96 07/07/ 11 GAF-314-02-01 ASTM D2178 08/23/ 11 GAF-315-02-01 ASTM D2178 08/23/11 GAF-369-02-01 ASTM C 1289 10/22/12 GAF-417-02-01 ASTM C 1289 05/28/ 13 GAF-464-02-01 ASTM C 1289 10/22/ 12 GAF-464-02-01 ASTM C 1289 02/06/ 14 GAF-499-02-01 ASTM D6083 03/12/14 GAF-500-02-01 ASTM D6083 03/12/14 GAF-549-02-01 TAS 114 08/08/ 14 GAF-549-02-02 TAS 114 08/08/ 14 GAF-559-02-01 TAS 117(B) 09/30/14 GAF-559-02-04 ASTM D 1876 10/01 / 14 GAF-559-02-05 ASTM D 1876 10/15/14 GAF-559-02-06 TAS 114(H) 10/02/14 GAF-559-02-07 ASTM D 903 10/02/14 GAF-559-02-08 ASTM D 903 10/02/14 NOA No.: 18-0919.07 �� Expiration Date: 11/04/23 •e Approval Date: 11/08/18 Page 6 of 27 0000 0 0 000000 0000 0 0 0 0 0 0 0 0000 0 00 0 0 000000 6000 000000 0 0 0 0 000000 000000 0 0 • 0 0000 000000 0 0 00000 0 0000 0 0 00000 • 00 000000 • 0 0 0 0 000000 o o0 00 00 0 0 0 000000 0 0 0 0 000000 0 00 0 0 0 0 0 0 0 00 0 0 0 000000 0 0 0 0 0 0 00 0 00 0 0 0 00 0 EVIDENCE SUBMITTED: (CONTINUED) Test Aaency Test Identifier Descrintion Date PRI Construction Materials GAF-559-02-09 ASTM D 903 10/02/ 14 Technologies, LLC GAF-559-02-11 TAS 114 10/14/14 GAF-559-02-12 TAS 114 10/14/14 GAF-559-02-13 TAS 114 10/15/14 GAF-559-02-14 TAS 114 10/15/14 GAF-559-02-15 TAS 114 10/ 15114 GAF-559-02-16 TAS 114 10/15/14 GAF-559-02-18 TAS 114 10/15/14 GAF-559-02-19 TAS 114 04/ 16/ 15 GAF-628-02-01 ASTM C1289 05/31/16 IRT of S. Fl. 02-005 TAS 114 001jd 8/02 02-014 TAS 1140 0 ° 0 d22/02 d° Trinity I ERD C8500SC.11.07 TAS 117000600 °.tL/30/07 G30250.02.10-3-R2 ASTM D39090 0 0 0 06/03/15 G31360.03.10 ASTM D61640 0 0 ° o 03/i3 l/10 G33470.01.11 ASTM D61640 ° 0 11 / 16/ 11 G34140.04.11-2 ASTM D61630 ° ° a ° 004/w/11 G34140.04.11-4-R2 ASTM D64610 °06104/15 G34140.04.11-5-R3 0 0 0 ASTM D48j7 ° 0 0 006/Q4/ 15 G36780.07.1I-RI 4470-TAS 1J4 ° o OZ/J,8/11 G40630.01.14-1 ASTM D61$9° ° a ° 001/t06/14 G40630.01.14-2A ASTM D6164 a I/0/ 14 G40630.01.14-2A-1-R 1 ASTM D6164 04/ 10/ 14 G43610.01.14 ASTM D3909 01/22/14 G6850.08.07-1 ASTM D3909 08/13/07 SC6870.08.14-R1 ASTM D3909 09/04/14 SC9700.08.15-R1 ASTM D2178 8/31/2015 SC10680.05.16 ASTM D6163 5/10/2016 SC13105.03.17-R1 ASTM D6164 3/23/2017 Dynatech Engineering Corporation #4482.02.95-1 TAS 114 09/01/95 Atlantic & Caribbean Roof 11-053 TAS 114 08/ 12/ 11 Consultants, LLC NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 7 of 27 0 0 0 0 O 0 ° 0 ° 0 0 0 0 O 0 ° ° Oo0°oo 0 O 0 0 0 0 0 ° ° 00000 0 0 a 0 0 0 ° 0 0 000000 0 0 oo°°ee ° ° Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type A(3): All insulation layers are adhered, to a mechanically attached anchor sheet. Membrane is subsequently fully adhered to insulation. All General and System Limitations shall apply. Fire Barrier: Topcoat' FireOui' Fire Barrier Coating, VersaShield' Fire -Resistant Slip Sheet or (optional) VersaShield' Solo' Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. Anchor sheet: GAFGLASI #75 Base Sheet,:Tri-Ply$ #75 Base Sheet, Ruberoid' 20 Smooth or GAFGLAS" Stratavents' Venting Nailable Base Sheet is secured as describ8d bblow. Fastening . . .... ...... Miami -Dade County Approved min. 12 ga. annular ring shank nails and min :1�18 in. Option #1: diameter tin caps are spaced 8 in. o.c. in the min. 4 in. wide alldll(rgheet side taps and 8• in. o.c. in the field of the sheet in two staggered rows. .... (Maximum Design Pressure: —45 psf. See General Limitatiaq K46 • • • • • • Fastening Miami -Dade County Approved min. 12 ga. annular ring shanit MflS•stnd mjtl IJW8 in. •... Option #2: diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide arfAdr sheet sidelaps and 6"•' in. o.c. in the field of the sheet in two staggered rows. • , , (Maximum Design Pressure. —52.5 psf. See General Limitayon #7) • , , Fastening Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Mites: Drill'focn. ' Option #3: AccuTrac'° Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 16 in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —51.5 psf. See General Limitation #7) Fastening Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec' Option #4: AccuTraca Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 12 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —60 psf. See General Limitation #7) Fastening Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec' Option #5: AccuTrac'° Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Maximum Design Pressure: —75 psf. See General Limitation #7) NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: I1/08/'7 Page 13 of ;: i One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft' EnergyGuard' Polyiso Insulation, EnergyGuard'" Tapered Polyiso Insulation, EnergyGuard" Ultra Polyiso Insulation, EnergyGuard" RH Polyiso Insulation, EnergyGuard' RH Tapered Polyiso Insulation Minimum 1" thick N/A N/A Top Insulation Layer EnergyGuard'" Perlite Roof Insulation Minimum'/." thick Structodek' High Density Fiberboard Roof Insulation Minimum''/z" thick Insulation Fasteners Fastener (Table 3) Density/ft' N/A N/A N/A N/A Securock® Gypsum -Fiber Roof Board, DensDeck' Prime Roof Board •"• Minimum'/."thick ••••�• N/A �•••� VA •. Note: All insulation shall be adhered in a full mopping of approved hot asphalt withi ll'the'EVT r9ege and at a• • •: - rate of 20-40 lbs./100 ft. Please refer to Roofing Application Standard RAS 117 for insufaifon attachment. .. Base Sheet: Ruberoid' 20 Smooth adhered in a full mopping of hot asphalt'applied at 20-40 lbs./sqr Cap Sheet: GAFGLAS' Mineral Surfaced Cap Sheet, Tri-Ply' BUR Graa%6Cap She';.or.' ....: GAFGLAS' EnergyCap" Mineral Surfaced Cap Sheet adherpdig full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation:%trtigtions'..•'• Surfacing: Optional on granular surfaced membranes; required for samotli memb ran es. Chosen components must be applied according to manufacturer's applicn'tton instructions. All coatings must be listed within a current NOA. 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. 2. Topcoat' Membrane or Topcoat'' Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat' MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat' Membrane applied at 0.5 to 0.75 gal./sq. 3. Aluminum Fiber Roof Coating. Maximum Design Pressure: See fastening options above. NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 14 of 27 000000 0 0 0 000060 o e 000000 0 0 00000 O 0 00000 060600 0 0 0 000000 0 0 000000 0 0 0000 0 0 00*0 eee0 0 ' eaeo a. &. e 000000 0 O Oe O 0 e 00 �e 0 •o e 0 0 0 O 0 0 0 00 ••ooeo • &coos• 0000 0 0 0••& 000000 0 0 00 •• 000000 0 0 0 • o 0 0 0 0 0 • 00 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS" Ply 4 and GAFGLAS" Flex Ply' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum V4" DensDeck' Roof Board or'h" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 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. 0000 4. An overlay and/or recovery board insulation panel is required on all applications over clmsed4ell foaha iiavfiation§..... when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using pet., ° mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbobt,10 three rows; one at .... o each sidelap and one down the center of the sheet allowing a continuous area of ventilafion.° Tncircling bf the00 ° strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cros§ o e ntilatiom.. malt ° application of either system shall be at a minimum rate of 12 lbs./sQ. Note: Spot attasagdsystems shall be pp Y '1 P .. . ....0 limited to a maximum design pressure of -45 psf. ° o. °. ° .. .. ...... 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Forceo(F�value of 27S lbf., as ° tested in compliance with Testing Application Standard TAS 105. If the fastener value; as field-testeda ap a below o .. 275 lbf, insulation attachment shall not be acceptable. . 000 ° 00 ° . . ...... 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based Ma t%nim= . fastener resistance value in conjunction with the maximum design value listed within a specific system.° Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered 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 hailers, 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 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 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE APPROVED !!� NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 27 of 27 0000 000000 o • e000 0 • 0 0 0 ° 0 00000 00 0 000000 ° eee• eesoeo 0 00ee00 ° 0 e 000000 • • ooee ° ° eosooe • s 00000 0 0eee ° ° 00000 o 00 000000 0 o e o 0 000000 0 0o 00 00 ° o 000000 ° 0 0 0 0 000000 0 00 0 0 0 0 0 0 00 0 ° e 0 000000 0 0 0 0 00 ° ° 0 00 • e e 00 0 UL Product iQTm & TGFUR1306 - Roofing Systems Roofing Systems See General Information for Roofing Systems R1306 1 CAMPUS DR PARSIPPANY, NJ 07054 USA "RUBEROID® 20 Smooth" or "RUBEROID® Mop Smooth" or "RUBEROID0 Mop Smooth 1.5" may be utilized as an alternate to Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 Ultimal Base Sheet" base sheets in any of the following Classifications. Torch applied "RUBEROID® HW" SBS roofing membranes may be used as alternates to "RUBEROID® Mop" SBS roofing membranes in apybpalocable Classification as follows: o o° o °°°° 000000 00 o °°°° ° ° A. "RUBEROIDO HW Smooth" may be used as an alternate to "RUBEROID® Mop Smooth" or "RUBEROID® Mep Smmth 1.50 o 0 o o ° ° °, ° 0 ° ° ° ° ° ° o ° B. "RUBEROIDO HW 25 Smooth" may be used as an alternate to "RUBEROID® 20 Smooth" 0 ° ° o ° 0 0 0 0 ° o o oeeseo 000000 ° ® o0000 o°° o 00 0 ° ° o °°°oo ° C. "RUBEROID® HW Granule" may be used as an alternate to "RUBEROID® Mop Granule" 00 00 ° ° 00 ° 0 000000 oo o0e0 0 0 ° 0 ° D. "RUBEROIDO HW Plus Granule" may be used as an alternate to "RUBEROID® Mop Plus Granule" o ° o ° 0 ° 0 ° 0 ° ° ° ° 0 0 0 00 e ° e 00 ° 00 0 o 0 0 °0000 E. "Ruberoid® HW Granule FR" may be used as an alternate to "Ruberoid® Mop Granule FR" ° 0 00 0 ° F. "RUBEROID® HW Plus Granule FR" may be used as an alternate to "RUBEROIDO Mop Plus Granule FR" G. "RUBEROID® EnergyCap HW Plus Granule FR" may be used as an alternate to "RUBEROID® EnergyCap Mop Plus Granule FR" Minimum 1/2-in. thick gypsum board or minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardl Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX) may be used in any existing noncombustible roof deck Classification. When this is done, the resulting roofing system is acceptable for use over minimum 15/32-in. thick combustible roof decks. However, the buttjoints in the gypsum board and Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuard", Roofboard" are to offset a minimum of 6-in. with the buttjoints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Minimum 1/4-in. thick United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) and "SECUROCK® Glass -Mat Roof Board" (Type SGMRX) are limited to a maximum 3:12 inline when used over a combustible roof deck in a system with any UL Classified insulation except polystyrene. Multiple plies of Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri-Ply® Ultra -Flexible Ply 6" may be adhered to Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardl Roofboard" in hot roofing asphalt "GAFGLAS® FIexPIyTM 6 SL" and "GAFGLAS® FIexPIyTM 6" may be used interchangeably in any roof covering system listed below. "EnergyGuard' Ultra" is an acceptable alternate to "EnergyGuardl" in any applicable Classification. "GAFGLAS® Stratavent® Nailable Venting Base Sheet" may be mechanically fastened or fully adhered with hot roofing asphalt over noncombustible roof decks and as a recover over existing roof covering systems. "EnergyGuardTM' Perlite Insulation" may be utilized as a cover board over "EnergyGuard'"" in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, fully adhered with hot roofing asphalt or UL Classified urethane insulation adhesive. Polystyrene referenced in any of the following Classifications include insulation. Unless otherwise indicated, all insulations may be adhered with any UL Classified Insulation Adhesive per the manufacturer's installation instructions (excluding %RF Adhesive O") in any applicable non-combustible roof deck Classifications. "EnergyGuardTM Tapered" is an acceptable alternate to "EnergyGuardTM" in any applicable Classification. "EnergyGuardTM Ultra Tapered" is an acceptable alternate to "EnergyGuardTM Ultra" in any applicable Classification. "EnergyGuardTM NH Tapered" is an acceptable alternate to "EnergyGuardTM NH" in any applicable Classification. "EnergyGuard— NH Ultra Tapered" is an acceptable alternate to "EnergyGuarcl " NH Ultra" in any applicable Classification "EnergyGuarcl ' Barrier Tapered" is an acceptable alternate to "EnergyGuardTM Barrier". "EnergyGuardTM NH Barrier Tapered" is an acceptable alternate to "EnergyGuardTM NH Barrier". Minimum 1/2-in. thick "EnergyGuard'" Barrier' is an acceptable alternate to "EnergyGuarcl " Ultra" in any applicable Classification. Minimum 1/2-in. thick "EnergyGuardTM NH Barrier" is an acceptable alternate to "EnergyGuardTM NH Ultra" in any applicable Classification "Tapered EnergyGuardTM RA" may be substituted for "EnergyGuarcl ' RA" in any of the systems listed below that utilize "EnergyGuarcl ' RA". "EnergyGuardTM RA" may be perforated on one side for use as the contact side for BUR or modified bitumen membrane. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ("GAFGLAS® #75 Base Sheet" or "Tri-Plye #75 Base Sheet" or "GAFGLAS® #80 Ultima^ Base Sheet") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ("GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS(D Flex Ply 6" or "Tri-Plye Ultra -Flexible Ply 6") in the Class A, B or C roof covering systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAFGLAS® Stratavente Nailable Venting Base Sheet" or "GAFGLAS® Stratavente Perforated Venting Base Sheet". Perforated base sheets to be loose laid or fully adhered with hot roofing asphalf 3r"rlailable base sheets are to be mechanically fastened granule side down. .' "' • ...... As an option Type G2 asphalt glass mat base sheet ("GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFGL"4D 0 Ultireai Sase Sheet; pl;,;, "GAFGLAS(O Stratavente Nailable Venting Base Sheet") may be substituted for Type G1 asphalt glass fiber ply sheet ("GAR"60 Ply 4" or "jri-Ply® PIy 4" or "GAFGLAS® Flex Ply 6" or "Tri-Ply(b Ultra -Flexible Ply 6") as the nailed base ply in the following systems. ...... ..�.. Bottom ply or base sheet may be fully adhered with hot roofing asphalt or mechanically fastened. , , , , • � � � � � � � • • � . Unless otherwise indicated, all insulations may be fully adhered with hot roofing asphalt or mechanically fastened. " •"• •" • • • ...... "GAFGLAS® Flashing" or "RUBEROIDO" may be used for Bashing in any of the Class A, B or C systems listed below. .. ....:, When "perlite" is referenced, this includes any UL Classified perlite insulation. Crushed stones or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. ' Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C-15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of minimum 1/2-in. thick gypsum board is an acceptable alternate for minimum insulation over C-15/32 thick roof decks. The use of polystyrene insulation board between minimum 3/4-in. thick perlite board and deck with rosin paper (perlite/rosin paper/polystyrene/perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAS® #80 Ultima" Base Sheet" may be used in any of the following systems. "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "United Coatings- FireShield MB Roof Coating" applied at a rate of 2-1/2 to 3-gal./100-ft2. Class A, B and C Hot roofing asphalt, for use with glass felts or modified bitumen membranes. Torch applied "RUBEROIDe Heat Weld" SBS roofing membranes may be used as alternates to "RUBEROIDe Mop" SBS roofing membranes in any applicable Classification. "RUBEROIDe HW 25 Smooth" may be used as an alternate to "RUBEROIDe Mop Smooth" or "RUBEROIDe Mop Smooth 1.5". Class A, 1. Deck: C-15/32 Incline: 3 Barrier Board (Optional): —One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDecke Roofboard" or "DensDecke Prime Roofboard" or "DensDecke DuraGuarcl " Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCKe Roof Board" (Type FRX-G) or "SECUROCKe Glass -Mat Roof Board" (type SGMRX). "�3 for Barrier (Optional): — One or more plies "GAF® SA Vapor Retarder" self -adhered ..:.:cation: — One or more layers perlite or wood fiber or glass fbEr or polyisocyanurate or urethane or perlite/polyisocyanurate composite cr perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. 0000 0 O 000000 0009 0 0 0 0 O 0 p 0000 O 00 0 000000 0 0000 000000 0 0 0 0 000600 000000 0 0 0000 0 p 000000 O O 00000 O 0000 O 0 00000 0 00 060000 O O O 0 0 000000 O 00 00 00 0 9 0 000000 a o 0 0 000000 a 00 0 0 0 0 0 0 a 00 O 0 a 900000 0 O 0 0 p O 00 0 00 0 O 0 00 a Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive with butt joinWin the barrier board products staggered a minimum of 6-in. from plywood deck joints. Base Sheet — One ply "GAFGLASe Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet", loose laid or Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply #75 Base Sheet" or "GAFGLAS® #80 Ultima" Base Sheet", fully adhered with hot roofing asphalt. Ply Sheet —One or two plies "RUBEROIDe Mop Smooth" or "RUBEROIDO Mop Plus Smooth" fully adhered with hot roofing asphalt. Membrane: — "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet", fully adhered with hot roofing asphalt. Coating: — "United CoatingsTM TOPCOAT® EnergyCote' Roof Coating" or "TOPCOAT® MB Plus Coating" or "United CoatingsTM Roof Mate MB Plus Roof Coating" applied at a rate of 2-gal./100-ft.2. 20. Deck: C-15/32 Incline: 1 Base Sheet — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" mechanically fastened. Insulation (Optional): —Any thickness or combination: perlite or wood fiber or glass fiber or polyisocyanurate, mechanically DVA mopped or adhered with ON G Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet —One or more plies "RUBEROID® 20 Smooth", "Ruberoide 20 Plus Smooth" or "RUBEROIDO HW 25 Smooth", mechanically fastened or fully adhered with hot roofing asphalt. Cap Sheet: —Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet" or "GAFGLAS® EnergyCapTM Mineral - Surfaced Cap Sheet". 21.Deck: NC Incline:2 ••••• •••••• Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" WcensDeck(D •" Prime Roofboard" or "DensDeck® DuraGuardTM Roofboard" or minimum 1/4-in. thick United States Gypsum C;:X€ 1ROCKG Roof Board"Yype• FRX-G) or "SECUROCKO Glass -Mat Roof Board" CType SGMRX). .... . Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane.w erlite/(jdlfliSQLyanuralp ... composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness ..... .. ..:.. • Base Sheet —Two plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or one ply S)*pe162 "GAF&A96#75 BaFa bheat" or "Tri-Ply® #75 Base Sheet" or "GAFGLASe *80 UltimaTM Base Sheet" mechanically fastened or fully adheredAm"IT(V roofing asphalt or one pli Type G2 "GAFGLASe Stratavent® Nailable Venting Base Sheet" or "GAFGLASe Stratavent® Perforated Venting Base*SheeC:8pse laid, metiihtieally • .. . . fastened or fully adhered. • • •. Ply Sheet —One or more plies Type G1 "GAFGLASe Ply 4" or "Tri-Ply® Ply 4" or "GAFGLASe Flex Ply 6", fully adhered with hot roofing asphalt Cap Sheet. —Type G3 "GAFGLASe Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet" or "GAFGLASe EnergyCapTM Mineral - Surfaced Cap Sheet", fully adhered with hot roofing asphalt. Class B 1. Deck: C-15/32 Incline: 3-1/2 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardTM Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCKe Roof Board" (Type FRX-G) or "SECUROCKe Glass -Mat Roof Board" (Type SGMRX). 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 — Two or more plies Type G1 "GAFGLASe Ply 4" or "Tri-Ply® Ply 4" or "GAFGLASe Flex Ply 6" or "Tri-Ply® Ultra -Flexible Ply 6", mechanically fastened or fully adhered with hot roofing asphalt. Cap Sheet —Type G3 "GAFGLASe Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet" or "GAFGLASe EnergyCapTM Mineral - Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 2. Deck: C-15/32 Incline: 3-1/2 Barrier Board (Optional): —One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardTM Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCKe Roof Board" (Type FRX-G) or "SECUROCKe Glass -Mat Roof Board" (Type SGMRX). 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 —Two or more plies Type Gt "GAFGLASe Ply 4" or "Tri-Ply® Ply 4" or "GAFGLASe Ply Flex 6" or "Tri-Ply® Ultra -Flexible Ply 6" or Type G2 "GAFGLASe #75 Base Sheet"or "Tri-Ply® #75 Base Sheet" or "GAFGLASe #80 UltimaTM Base Sheet" or "GAFGLASe Stratavent® Nailable Venting Base Sheet" or "GAFGLASe Stratavent® Perforated Venting Base Sheet" or Type G3 "GAFGLASe Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Membrane:— One or more plies "RUBEROIDe Torch Smooth" or "Tri-Ply® APP Smooth" or "Tri-Ply® APP Granule" or "RUBEROIDO Torch Granule" or "RUBEROIDO Torch 180", torch applied or "RUBEROIDe Mop Smooth" or "RUBEROIDe Mop Smooth 1.5" or "RUBEROIDO Mop Plus Smooth" or "RUBEROIDe Mop Granule" or "Intec Flex PRF" or "Tri-Ply® SBS Granule" fully adhered with hot roofing asphalt. Goes 0 0 000000 0000 0 0 0 0 0 0 0 oeo* 0 00 0 000000 0 oohs Gasses 0 0 a a GeOe*e 000000 0 0 0000 a 0 000000 O O 00000 O ease O O 00000 a 00 GGOOOe O O O 0 0 eases a as 00 as 0 • • Geese* * 0 0 e eoe*ae � es o 0 0 0 e e 0 00 0 • 000000 0 0 0 0 0 o ea o 00 e 0 0 e0 e Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.gov 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 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Antal Pierre Louis Property Address: 47 NW 94th St, Miami Shores, FI 33150 Roofing Permit Number: Dear Building Official: I Antal Pierre Louis Date: 04/12/2022 certify that I am not required to retrofit the roof to wall connections 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. ❑ 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) Signatup State of Florida, Miami Dade County Mario A. Varela (Lawful -attorney -in -fact) Print Name The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this Notary u011c Slate of Florida April 20 22 . ` David o. velesquez My Commleelon ff�f HH 7067e9 �i�, /� EXP•+2f+3no2s Notary Public, State of Florida at Large �d / 'I� fLzw • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. For Forms and Applications click here: http://bldg.miamishoresvillage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia miShoresVillage RevOI 142021 Owner affidavit of exemption Page 1 of 1 Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.gov SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 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 ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics -Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may ave to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. A f Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. JP Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. �0-Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. Rev01 142021 Owners roofing consideration Page 1 of 2 Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.gov 6. _Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. _Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be be eficial :venting which can resu t in extending the service life of the r f. 0 2/2022 er/Agent' natur Date Contractor Sig a e nsider additional 04/12/2022 Date For Forms and Applications click here: V http://bidg.miamishoresvillage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia miShoresVillage Rev01 142021 Owners roofing consideration Page 2 of 2 Phone: (305) 662-3710 A-1 Engineering Inspection Services Inc Lab Certification # 20-02 10.01 Fax: (786) 800-2627 4228 5W 70 Cr Miami FL 33155 alroofinspection@gmall.com Anchor Sheet Fastener Spacing Calculation Project Information: Permit Number: Process Number: Roofing Contractor: Big G Roofing Job Address: 47 NW 94 ST MIAMI SHORES FL 33150 Job Name: Big G _ Building Information: Exposure Category C Risk Category 2 Mean Height: 10.0 ft. Parapet Height: 0.0 ft. Roof Deck: Plywood 5/8" Roofing System Information: Roof System Manufacturer: GAF Miami Dade Product Approval Number: Membrane Description: #75 Base Sheet 18-0919.07 Date: 4/12/2022 Notes: 7 tion provided by roofing contractor. System Type: A(3) Sheet Manufactured Width: 39.28 inches Head Lap Width: 4.00 inches Fastener Description: Ring Shank Roofing Nail 1.25" & Tin Caps Product Approval Fastener Spacing for Head Lap (side lap): 6.0 inch o.c. Number Center Rows (between head laps) and Fastener Spacing: 2 rows @ 6 inch o.c. Product Approval Maximum Design Pressure: -52.5 psf Architectural Appearance Calculation Requiring 3/4" Ring Shank Nails 7 No Calculated Fastener Spacing Results: Extrapolate from: Z1' Per RAS 117 Anchor/Base Sheet Attachment Calculations: Design Pressure Head Lap FS Center Rows j Center Rows FS ZJ' -37.00 6 inches o.c. 2 6 Inches o.c. staggered Zl 44.00 -4inches o.c. 2 4 inches o.c. staggered Z2 -84.00 5 inches o.c. 3 5 inches o.c. staggered Z3 -115.00 4 inches o.c. 4 4 inches o.c. staggered FS = fastener spacing seal trapolatlon formula based on sections 10.4 - ..2.3 RAS117-20 FL Test Protocols HVHZ 2020 7th I. Net Width = sheet width - head lap . Net Length 1sq/NetWidth. Fasteners per Square=1/Specifed .stener Spacing x 12/1 x Net Length/1 x is Rows/I. �stener Value (fy) = Max Design Pressure x Sq.f . :r Fastener. Fastener Spacing = fy x 144 / Design essure x Row Spacing lln.) Side lap (also called iad laoi. Fastener ssadne should not exceed 12" : generally. Metal Decks must have at least steners no less than 6" oc When required for chitectural appearance Table 2 shall be used for stener value of ring shank nail (32) or a7 wood raw (45). Calculations based on FBC 2020 7th Edition HVHZ A -I Engineering Inspection Services, Inc LAB CERTIFICATION # 20-0210.01 Job Name: Big G Job Address: 47 NW 94 ST MIAMI SHORES FL 33150 SF: MH: 10 Slope: 0.25 LHD: 15 Length: 16 Exposure: C Risk: 2 Parapet Hgt: 0 LHD Sides: 2 Zone 1': -37 Zonel: -64 Zone 2:-84 Zone 3:-115 Layout: b ZU: 6.0' Z3W: 2.0' Z2W: 6.0' Z1W: 6.0' Ell ING 3 3 Per FBC 2020 7th Edition RAS 128 MH: Average Eave Height LHD: least horizontal dimension Length: largest dimension Risk Category: only Risk Cat 2 for RAS 128 Tables alt layout: