Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
RF-18-3678
Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 IJ-1 r I I j Issue Date:12/13/2018 Location Address Parcel Number 10400 NE 4TH AVE, Miami Shores, FL 33138 _ 1121360130150 Contacts Permit NO.: RF-12-18-3678 Permit Type: Roof Work Classification: Metal Permit Status: Approved Expiration: 06/11/2019 EDELMAN LOPEZJR Owner M Pierce, Inc Applicant 10400 NE 4 AVE, MIAMI SHORES, FL 331382013 Mark Thomas 12217 SW 133 st, Miami, FL 33186 Business: 305-378-1377 flpro@aol.com Mobile: 786-367-2199 M PIERCE INC Contractor STEPHEN JOHN MARTIN 10835 S, W, 89 ST. Business: 0537823776 Home: 3057936216 Other:3059703634 Description: RE -ROOF METAL ROOF CHARCOAL GREY Valuation: $ 28,000.00 Inspection Requests: Total Sq Feet: 2,489.00 Fees Amount Application Fee - Other $50.00 CC F $16.80 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $5.60 Planning and Zoning Review Fee $35.00 Roofing Fee $250.00 Technology Fee $7.50 Total: $372.40 Building Department Copy Payments Date Paid Amt Paid Total Fees $372.40 Check # 4565 12/13/2018 $372.40 Amount Due: $0.00 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 oning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date December 13, 2018 Page 2 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 DECEIVED DEC 13 1018 Moll U+-, FBC 20R BUILDING master Permit No.J2�p PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR JOB ADDRESS: I Q y07 M c. y; f/ xi dv DRAWINGS City: Miami Shores County Miami Dade Zip 3 3 13 9 Folio/Parcel#: 36 - Qi 3 - o 5b Is the Building Historically Designated: Yes NO 7( Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): fG'CC� ?n/ z C�fC� .T% Phone#: 7,?C- Address:IC"100 Alf '/7H /Ji/t~ City: /'/lwf> State: FKOAJuq zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Phone#: 3 O;i 3 oR -- 7- 3-17 Address: / 7 2. t i S'W (33 6-ti n r City: I1Ow'( State: FWAYA4 Zip:3349(4 Qualifier Name: '—PM-CAI HQ,tfI" Phone#:.>0:+'37b'- 23"�7 State Certification or Registration #: C-0! 1.3 7-Tcai Certificate of Competency #: DESIGNER: Architect/Engineer: ne#: Address: City: State: Zip: Value of Work for this Permit: $_ 7.0,c' NS Square/Linear Footage of Work: ! 9 Type of Work: ❑ Addition ❑ Alteration ❑ New tK Repair/Replace ❑Demolition Description of Work: AF - mi r fiap'l- 6-6W 6"1/nAf 59/c-y Specify color of color thru tile: Cf-11zRe1loiflc 4'/1 iz y ?col Submittal Fee $___ Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 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 on 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 absen of such posted notice, the inspection will not be approved and a reinsp tion fee will be charged. ��%2� Signature Signature OWNER or NT CONTRACTOR The foregoing instrument was acknowledged before me this Y day of 404CC- 20 /9 by F'A9C,y1'A1 Lc)ACZ TO who is ersonally know" now to me or who has produced identification and who did take an oath. NOTARY PUBLIC: The foregoing instrument was acknowledged before me this l day of QFC 20 %' by S7SAM iy NAQ-r�M who i personally know to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: as � !W Q - Sign: _ Sign: Print: /y� �• �/ homas Print: �iQ1� T Mark J. Thomas NOTARY PUBLIC Seal: STATE OF FLORIOA STATE OF FLORIDASeal: *,I WE, Comm# GG111522WExpires Comrn# GG111522 Expires 6/5/2021 6/5/2021 1 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Summary Report Property Information Folio: 11-2136-013-0150 Property Address: 10400 NE 4 AVE Miami Shores, FL 33138-2013 Owner EDELMAN LOPEZ JR Mailing Address 10400 NE 4 AVE MIAMI SHORES, FL 33138-2013 PA Primary Zone 1000 SG FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 1,864 Sq.Ft Living Area 1,460 Sq.Ft Adjusted Area 1,656 Sq.Ft Lot Size 9,482.07 Sq.Ft Year Built 1950 Assessment Information Year 2018 2017 2016 Land Value $237,065 $237,065 $203,525 Building Value $115,258 $115,258 $115,258 XF Value $1,062 $1,075 $1,088 Market Value $353,385 $353,398 $319,871 Assessed Value $298,696 $292,553 $286,536 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $54,689 $60,845 $33,335 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 5 PB 10-47 LOTS 24 & E1/2 LOT 23 BLK 117 LOT SIZE 77.090 X 123 OR 18008-4597 0298 4 Generated On : 12/5/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $248,696 $242,553 $236,536 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $273,696 $267,553 $261,536 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $248,696 $242,553 $236,536 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $248,696 $242,553 $236,536 Sales Information Previous OR Book- Price Qualification Description p Sale Page 18008- Sales which are disqualified as a result of 02/01/1998 $0 4597 examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer. asp Version Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, A 33138 Re: Owner's Name: A--0E[14A0 CopfrZ JP, Property Address:_/D Do it/f y=H AVM Roofing Permit Number: Dear Building Official: r-.0E04AN t-opfz J,& certify that I am not required to retrofit the roof to wall connections of my building because: )@QThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the Sot h, Florida Building Code (1994 SFBC) AWCMAN &3'pr2 3A. Signature Print Name State of Florida County of Dade M 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 day of QFc Za4? *E'e MarkJ.Thomas NOTARY PUBLIC �STATE OF FLORIDA Notary Public, Sate of Florida at Large � Commm# GG111522 Expires 6/5/2021 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. Revised on 5/21/2009 OR p<ORIDA SECTION 1524 HIGH VELOCITY HURRICANE ZONES - REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 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. 2• Renailing wood decks: When replacing roofing, h p g g, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 4. 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 mainta' ' g the appearance. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimetededge wall or other roof extension may block this discharge if overflow suppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in r nce with the requirements of Sections R4402, R4403 and R4413. A(�� yi / 00 Owner/Agent's Sin ure a e Co for Sign u Date %b yoo Nr' �/rAl AV6 Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Date: �W/A? Re: Owner's Name: 15,0f(_HAW , PCZ T Property Address: /o tioo 005. AVE Roofing Permit Number: _ Dear Building Official: I certify that I have improved the roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential as adopted by Pe Florida Building Commission by Rule 9B-3.047 F.A.C. siytl4N ltosarw Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this `i day of ,�G 20 /9 Notary Public, Sate of Florida at Large Mark J. Thomas (SEAL) dot Y NOTARY PUBLIC a STATE OF FLORIDA Comm# GG111622 e Expires 6/5/2021 Revised on 5/21/2009 FINAL COMPLIANCE STRUCTURES Florida Building Code 5th High -Velocity Hurricane Zone Uniform Permit •••••• Section A (General Information) Master Permit No. • Process No! • • • • • • Contractor's Name % t'rP4-'K!, o'1C .... • Job Address fQ0 Nke �l"N RVC 1-fIAfd'! ,�<,/Cu',E.S �'i ��13'� .... •. • ROOF CATEGORY • • •: • ❑ Low Sloe •••••• P ❑ Mechanically Fastened Tile ❑ Moftr/Ad{nesive Set Tiles ❑ Asphaltic Shingles Metal Panel/Shingles ❑ Woocighingles/Shakes •. ❑ Prescriptive BUR-RAS 150 ROOF TYPE ❑ New roof ❑ Repair ❑ Maintenance : , Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof AREA (SSF)Z &9 Total (SF)4_YbhN 0 1 I I •• 1 • 1 1 1 t 1 1 1 Section B (Roof Plan) I Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen- sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 1 1 MEN ■■■■■■■■■■■■■■■■■■MEE ■■_■■ ■■■■■■■■�1(�il�i 31�1J■■El■1�1�1� �JI■■■ ii■■■■■■■■■■■■■■E»■e�^�i■s■ No IN ■i ■■■■■■■■■■■■■■®■I��IrII■I>■■■ ■■�■■■■■■■■■■ ■■ ■■■■■�■�■�■■■■■■■■I/�®■■■®■ MEN ■■MEN ■■■■■■ NEW O®■®®■®■ FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37 0111111,11.11 t I r 1 I , Copyright to. or licensed by. [CC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8. 2015 10:32:12 AM pursuant to Uccnsc Agreement. No further reproductions authorized. 1 0 e 1 1 1 P Legend (line colours) Eaves M 20' Ridges Hips Valleys (Pg. 4) zo N •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• .. .. . .. .. .. ... . . . . •.. . . . . . . . . . . . . . .. .. . . . .. . . ¢15 flarapot Wall Metal Roof System �"�' Miami -Dade County CATEGORY "C-1' MIAMI�DADE . # �d HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section D Metal Roof System Roof System Manufacturer: Major's Metal Roofing &Custom Sheet Metal Notice of Acceptance Number: 16-0224.13 Minimum Design Wind Pressures, (from RAS 127 or Calculations): P 1: '-39.1 P 2: -68.1 P -100. •.` •: - .. -131 Maximum Design Wind Pressures, (From the NOA Specific system).. psf • • • • • • �. r {? C •. R _ • • • • • -as ,e'ci.fic ,-o0-" a sssa ^ s,f}= C ,2?;c ts. >e" w :i. 3 c�., ?.... l : �_ s, 0 4 • • •- •' �e`.i i°i ii'� .t. t •"' _x.t, • •••• • ••••• Roof Slope: 'p "/12" Roof Mean Height: fi ft. Clip or Screw Spacing for Metal Roof Panel Attachment Field: 34 " o/c Perimeters: El " o/c Corners: $ " o/c Number of screws required per clip:? Perimeter Width:F57 ft. Screw Type, Size, & Gauge for Clip or Metal Panel Attachment: #10x1" Steel Pancake Head Screws �'i' '• • • • ••�•• Deck Type:.-5/8" Plywood— •- .. .. ...... • Optional Nailable Substrate: ' • N/A Optional Nailable Substrate Attachment Method: • N/A- --- - - - . Optional Insulation: I N/A Optional Insulation Attachment Method: N/A Fire Barrier: VERSASHIELD Underlayment Type: #30 PAPER Underlayment Fastener Type: 1.25" Ring Shank Roof Nail W/Tin Cap Optional Peel & Stick Membrane: N/A Metal Roof Panel: Steel 1.5" Mechanically Seamed Panel Drip Edge Size & Gauge: .' face 24 ga.— Drip Edge Material Type: Galvinized Metal — Drip Edge Fastener Type: 1.25" Ring Shank Roof Nail Hook Strip/Cleat gauge or weight: —n/a— - - --' NIIANII-DADE COUNTY �M1AIKf0.01`i :----...,� PRODUCT CONTROL SECTION ----= -` 11805 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) 315-2599 NOTICE OF ACCEPTANCE (NOA) ivww.miamidade.aov/economv GAF 1 Campus Drive • Parsippany, NJ 07054 • • • •.. .. SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constructidn materials.'TtC • • documentation submitted has been reviewed and accepted by Miami -Dade County RER- Iod4;t Control Cation Io 8e 000000 used in Miami Dade County and other areas where allowed by the Authority Having Jurisdjgtjgrl (AHJ). 0 • This NOA shall not be valid after the expiration date stated below. The Miami. -Dade County Flroduc$C�rol Sedtidil" (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) re§grvethe ri ;ght o have�it�ie•0 product or material tested for quality assurance purposes. If this product or material fails to perforrfi jp*tj* 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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: VersaShield® Fire -Resistant Roof Deck Protection and VersaShield' SoloTM Fire -Resistant Slip Sheet 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 NOA No. 14-1022.26 and consists of pages 1 through 3. The submitted documentation was reviewed by Alex Tigera. NOA No.: 16-1216.02 MIAMt•DADB COUNTY Expiration Date: 02/07/22 Approval Date: 02/02/17 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Underlayment Material: Fiberglass SCOPE: . This acceptance is for VersaShield® Fire -Resistant Roof Deck Protection (a.k.a "VerS`aSli'Me*41® Ury prlayment") attid VersaShield® SoIoTM Fire -Resistant Slip Sheet (a.k.a "VersaShield SoIoTM"), as described in tkic Notice'of.Acceptaace;. for use with approved prepared roof assemblies. Designed to comply with the Florida•8ailding Code Band the •Hwh • Velocity Hurricane Zone of the Florida Building Code. .... . ..... PRODUCT DESCRIPTION: Manufactured by Applicant Dimensions VersaShield® Fire- 42" x 100' rolls Resistant Roof Deck Protection ...... . . ..... .. .. .. .. ...... Test Prdddct ; Specifications Desc:i4tion . ASTM D 226 Non -Asphaltic fiberglass -based urxle' }anent ' Type lI and/or fire barrier. VersaShield® SoIoTM 72" x 166.7' rolls UL790 Fire -Resistant Slip Sheet 36, x 166.7' rolls MANUFACTURING LOCATION: 1. Conover, NC EVIDENCE SUBMITTED: Test_ Agency Test Identifier PRI Construction Materials Technologies Underwriters Laboratories Inc. GAF-270-02-02 GAF-748-02-01 ELK-063-02-01 99NK45831 1 ONKI 1990 R19254 08CA37926 08CA49140 Non -Asphaltic fiberglass -based slip sheet and/or fire barrier. Test Name/Report ASTM D 226 ASTM D 226 TAS 100 UL790 UL790 ASTM D 226 UL790 Date 11/15/10 12/12/16 09/27/01 03/21/00 05/18/11 09/13/01 09/23/09 INSTALLATION: 1. VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® SoIoTM Fire -Resistant Slip Sheet shall be installed in strict compliance with applicable Building Code. 2. VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® SoloTMFire-Resistant Slip Sheet shall be installed with a minimum 4-inch head lap in a shingle layer fashion. 3. VersaShield® Fire -Resistant Roof Deck Protection shall be mechanically fastened with approved fasteners in compliance with Florida Building Code 1518.2 when used in lieu of a code prescribed ASTM D 226 Type I1 underl ayment. "CMIAMI•DADECOUNTY NOA No.: 16-1216.02 Expiration Date: 02/07/22 Approval Date: 02/02/17 Page 2 of 3 '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. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. VersaShield' Fire -Resistant Roof Deck Protection shall not be left exposed as a temporary roof forUiag4r. than 30 days of application. VersaShield' SoIoTM Fire -Resistant Slip Sheet shall not be left expggd tQ the weather. "'..' 4. VersaShield® Fire -Resistant Roof Deck Protection and VersaShield' SoIoTM Fire-Resistsnt Stip Sheet arm.%:. component used in roof assemblies. Roof assemblies are approved under specific assefnblyI'dotice of Acceptance. 5. VersaShield' Fire -Resistant Roof Deck Protection or VersaShield' SoIoTM Fire -Resist* I* lip Sheet eLy be dsed with any approved roof covering Notice of Acceptance listing. VersaShield' Fire-Re$j"t.Roof Qeck frotectiori '. or VersaShield' SoIoTM Fire -Resistant Slip Sheet may be used as a component part of-adassembly'imftj4Notigp.R: Acceptance. If VersaShield' Fire -Resistant Roof Deck Protection or VersaShield' Sojem4pi: e-Resistant Slip Sheet' is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the'Miamf-Dadg.Cguji�ty Produc4: Control Department for approval provided that appropriate documentation is provide&to d8tail cot'hpatibility of It%C products, wind uplift resistance, and fire testing results. 6. VersaShield' Fire -Resistant Roof Deck Protection and VersaShield' SoIoTM Fire -Resistant Slip Sheet are a non - asphaltic underlayment that may be used as a fire barrier for prepared roof assemblies. For fire classification of specific roof assemblies using VersaShield' Fire -Resistant Roof Deck Protection or VersaShield' SoIoTM Fire - Resistant Slip Sheet refer to a current Approved Roofing Materials Directory for fire ratings of this product. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. LABELING: All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility, yellow line to identify the ASTM Standard designation or logo, and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this material. END OF THIS ACCEPTANCE NOA No.: 16-1216.02 MAMI-DARE COUNTY Expiration Date: 02/07/22 Approval Date: 02/02/17 Page 3 of 3 7/1312016 TGFU.R21453- Roofing Systems _J$ IONLINE CERTIFICATIONS DIRECTORY TGFU.R21453 Roofing Systems Page Bottom Roofing Systems • See General Information for Roofing Systems • • • • • • • • .. ...... •,•••• ••• MAJORS METAL ROOFING &CUSTOM SHEET METAL INC • • • ;Zt453 ••,••• 406 NW 54 ST •••• • •••••,•,• •• MIAMI, FL 33127 USA , • • • • • � • • • • • • •• •• •• ••••••• Any UL Classified peel and stick underlayment may be used in conjunction with either "VersaShield" or a Type•30•t�ese sheet, in any of the . • following systems. • • • • • • • • ± • OTHER SYSTEMS • • • • • • • • • Class A • • • 1. Deck: C-15/32 Incline: Unlimited Barrier Board: — G-P Gypsum 1/4 in. min DensDeck ® board or 1/2 in. min. UL classified gypsum board with all joints staggered a min of 6 in. from the plywood joints. Ply Sheet (Optional): — Any UL Classified Type G1, G2 or G3 base/ply sheet, Type 15 or 30 felt or UL Classified prepared roofing accessory or GCP Applied Technologies Inc. "Ice and Water Shield". Surfacing: — "Copper 1.5" Mechanically Seamed panels, "Steel 1.5 Mechanically Seamed" panels, "Aluminum 1.5" Mechanically Seamed panels" or "5 Crimp" panels, mechanically fastened. 2. Deck: C-15/32 or spaced sheathing Incline: Unlimited Underlayment: — One layer Elk Corp. "VersaShield Undedayment", mechanically fastened. Ply Sheet: — One layer Type 30 base sheet or "VersaShield", mechanically fastened. Panels: — "Cooper 1.5" Mechanically Seamed panels, "Steel 1.5 Mechanically Seamed" panels, or "5 Crimp" panels, mechanically fastened. 3. Deck: C-15/32 or spaced sheathing Incline: Unlimited Underlayment: — One or more plies Elk Corp. "VersaShield Underlayment", mechanically fastened. Panels — "Cooper 1.5" Mechanically Seamed panels, "Steel 1.5 Mechanically Seamed" panels, or "5 Crimp" panels, mechanically fastened. 4. Deck: C-15/32 Incline: Unlimited Underlayment: — Two layers Elk Corp. "VersaShield Underlayment", mechanically fastened. Panels — "Aluminum 1.5' Mechanically Seamed Panels". Class B 1. Deck: C-15/32 Incline: Unlimited Underlayment: — One layer Elk Corp. "VersaShield Underlayment", mechanically fastened. Panels: — "Cooper 1.5 " Mechanically Seamed panels, "Steel 1.5" Mechanically Seamed panels, "Aluminum 1.5" Mechanically Seamed Panels", or "5Crimp panels mechanically fastened. 2. Deck: Spaced Sheathing Incline: Unlimited Underlayment: — One layer Elk Corp. "VersaShield Underlayment". Panels: — "Cooper 1.5" Mechanically Seamed panels, "Steel 1.5 Mechanically Seamed" panels or "5 Crimp" panels, mechanically fastened. Class C 1. Deck: C-15/32 Incline: Unlimited Vapor Barrier (Optional): — Any UL Classified base/ply sheet. Surfacing: — "Cooper 1.5" Mechanically Seamed panels, "Steel 1.5" Mechanically Seamed panels, "Aluminum 1.5" Mechanically Seamed panels or "S Crimp" panels, mechanically attached. Last Updated on 2016-06-02 httpJ/database.ui.com/cgi-bin XYVRempiate/LISFXf/lFRAMFJshowpage.html?name=TGFU.R21453&ccnshortbge=Roofing+Systems&objid=1076548337&cfgi... 1/2 7/13/2016 TGFU.R21453 - Roofing Systems tiesuonsr ennE Ems nacre terms or use rase ion © 2016 UL LLC Th2 appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must Include a copyright notice in the following format: "© 2016 UL LLC". •. • • • • •••••• • •• •••••• • • • ••••.• •••• • ••••• • 0 • ••••• •• •• •• •• •••••• • • • • •••••• • • • • • http.Ildatabase.ul.com/cgi-binIX'NltemplatelUSEXT/1 FRAMFJshowpage.html?Warne=TGFU.R21453&ccnshordife=Roofing+Systems&objid=107&SM7&cfgi... 2/2 MIAMI- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 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) 315-2599 NOTICE OF ACCEPTANCE (NOA) ivww.miamidade.eov/economy Major's Metal Roofing & Custom Sheet Metal, Inc. 406 NW 54' Street Miami, FL 33127 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of cpnstma tion materials. The• • • • • documentation submitted has been reviewed and accepted by Miami -Dade County RER - Prbducf Cont*A.S&4ion to be•, used in Miami -Dade County and other areas where allowed by the Authority Having Juris(fW1on'(AHJT This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product C@*atro2 Section ' (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve.tjerl&ht to have this • product or material tested for quality assurance purposes. If this product or material fails t4 pbrfphn in fly.8cq,-pted manner, the manufacturer will incur the expense of such testing and the AHJ may immediate*!rt yoke, modify, or .' suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance••:. if it is determined by Miami -Dade County Product Control Section that this product or malbriW Pails to 'meet the requirements of the applicable building code. 000 0 0 0 ' This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Steel 1.5" Mechanically Seamed Panel 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 revises NOA # 14-0515.14 and consists of pages 1 through 7. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0224.13 4z�_ Expiration Date: 06/17/19 Approval Date: 03/24/16 Page i of 7 ROOFING ASSEMBLY APPROVAL: .Category: Sub -Category: Material: Deck Type: Maximum Design Pressure: Roofing Non -Structural Metal Roofing Steel Wood See Table A & Table B TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Steel 1.5" Mechanically Length: varies Seamed Panel Coverage width: 12", 16" & 20" Height: 1.5" min. 24 gage (0.0239") Min Yield Strength: 26 KSI Panel Clip Length = 2" Width = 3/4" Height = 1.5" min. 24 gage (0.0239") Stainless Steel Panel Length = 2" Clip Width = 3/4" Height = 1.5" min. 24 gage (0.0239") Test Product Specifications Description TAS 125 Corrosion resjstantgalvan+'_V&er ...... galvalume prApiffie$, coated, prefinished,.' metal panels. • • • • • • . • ...... .... . ..... TAS 110 ASTM Grade•54 proforme4 gal valuma. %.' steel clips wi4rtvro prefor;*jkeles. • • • • • • . . . . ...... TAS 110 Grade C prefonxed,:stainlesssteel clip:"": with two preformed holes. • • - TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Product Dimensions Product Description Manufacturer Fasteners #10 Corrosion resistant steel screws for Generic fastening of clip. MANUFACTURING LOCATION: 1. Miami, FL EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Valspar Corporation ASTM G 23 ASTM B 117 PRI Asphalt MRI-001-01-01 TAS 100 08/18/03 Technologies, Inc. Hurricane Test 0299-0801-03 TAS 125 10/27/03 Laboratory, Inc. Hurricane Test 0299-0320.04 TAS 125 03/25/04 Laboratory, Inc. NOA No.: 16-0224.13 Expiration Date: 06/17/19 Approval Date: 03/24/16 Page 2 of 7 APPROVED ASSEMBLIES: System A: Steel 1.5" Mechanically Seamed Panel (Maximum 20" coverage width panels) Deck Type: Wood, Non -insulated Deck Description: New Construction 19/32" or greater plywood or wood plank, or for re -roofing 15/32" or greater plywood. Slope Range: 2": 12" or greater Maximum Uplift Pressure: See Table A below Deck Attachment: In accordance with applicable Building Code, but in no case it shall be less than 8d annular ring shank nails spaced 6" o.c. in the field and 4" o.c. along the per;M Ar•of the sheet. In reroofing, where the deck is less than 19/32" thick (n;vjmutn 1511;") t, e above • % • attachment method must be in addition to existing attachment....... •. •.; Underlayment: Minimum underlayment shall be a ASTM D 226 Type II installed with a minimum 4" ;....; side -laps and 6" end -laps. Underlayment shall be fastened with* * * * ion r� sistaot tin- • •' caps and 1'/4" annular ring -shank nails, spaced 6" o.c. at all laps"t wo staggered rows.. % . • 12" o.c. in the field of the roll. Or, any Miami -Dade County P§od"'Contrb1414oved..9.0. underlayment having a current NOA. • • • • • • Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a current fire diiecterylisting• for fire ratings of this roofing system assembly as well as the 18Q4do4 of the fire�barrier; • • • •; within the assembly. See Limitation # 1. ' Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with Major's Metal Roofing & Custom Sheet Metal, Inc.'s current published installation instructions. Metal Panels and Install the "Steel 1.5" Mechanically Seamed Panel" and accessories in compliance with Accessories: Major's Metal Roofing & Custom Sheet Metal, Inc.'s current published installation instructions and details. Flashing, penetrations, valley construction and other details shall be constructed in compliance with the minimum requirements provided in Roofing Application Standards RAS 133. Panels shall be installed with galvanize/stainless steel clips (2" long x 1/4" wide x 1.5" tall), attached to substrate with two corrosion resistant steel #10 wood screw of sufficient length to penetrate through the sheathing a minimum of 3/16". Clip fastening shall start 3" from panel end and shall be at maximum spacing as described below in Table A. there after. Standing seams shall be mechanically seamed to a full 90' seam, (single lock). TABLE A MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corner' Maximum Design Pressures —57.3 PSF —101 PSF Maximum Clip Spacing 34" OC 8" OC 1. Extrapolation shall not be allowed NOA No.: 16-0224.13 Expiration Date: 06/17/19 Approval Date: 03/24/16 Page 3 of 7 System B: Deck Type: Deck Description: Slope Range: Maximum Uplift Pressure: Steel 1.5" Mechanically Seamed Panel, (Coverage width 12" & 16") Wood, Non -insulated New Construction 19/32" or greater plywood or wood plank, or for re -roofing 15/32" or greater plywood. 2": 12" or greater See Table B below Deck Attachment: In accordance with applicable Building Code, but in no case it shall be less than 8d annular ring shank nails spaced 6" o.c. in the field and 4" o.c. along the perimetir of the sheet. In reroofing, where the deck is less than 19/32" thick (minimum 15/32"Jtlie above.... attachment method must be in addition to existing attachment. • • • • . • Underlayment: .... Minimum underlayment shall be a ASTM D 226 Type 11 insta0;a,..:th a minimum 4" • • side -laps and 6" end -laps. Underlayment shall be fastened witluQwosion resistant tin-; • • • •; caps and 1'/4" annular ring -shank nails, spaced 6" o.c. at all laps•axdIwo st!AA8?eil rows.... 12" o.c. in the field of the roll. Or, any Miami -Dade County Preoaet ContTi Approved •:.. .. .. Underlayment having a current NOA. .. .. ....... Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a currentre directory listirlg..;. for fire ratings of this roofing system assembly as well as the location of the fire barrier .. . .. . . .... within the assembly. See Limitation # 1. . Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with Major's Metal Roofing & Custom Sheet Metal, Inc.'s current published installation instructions. Metal Panels and Install the "Steel 1.5" Mechanically Seamed Panel" and accessories in compliance with Accessories: Major's Metal Roofing & Custom Sheet Metal, Inc.'s current published installation instructions and details. Flashing, penetrations, valley construction and other details shall be constructed in compliance with the minimum requirements provided in Roofing Application Standards RAS 133. Panels shall be installed with galvanize/stainless steel clips (2" long x W wide x 1.5" tall), attached to substrate with two corrosion resistant steel #10 wood screw of sufficient length to penetrate through the sheathing a minimum of 3/16". Clip fastening shall start 3" from panel end and shall be at maximum spacing as described below in Table B. there after. Standing seams shall be mechanically seamed to a full 90' seam, (single lock). TABLE B MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corner' Maximum Design Pressures —57.3 PSF —131 PSF Maximum Clip Spacing 34" OC 8" OC 1. Extrapolation shall not be allowed NOA No.: 16-0224.13 MIAWDADE COUNTY Expiration Date: 06/17/19 Approval Date: 03/24/16 Page 4 of 7 LIMITATIONS 1. File classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. The maximum designed pressure listed herein shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). 3. Panels shall be roll formed in continuous lengths from eave to ridge. Maximum lengths shall be as described in Roofing Application Standard RAS 133. 4. All panels shall be permanently labeled with the manufacturer's name and/or logo, and the following statement: "Miami -Dade County Product Control Approved" or with the Miami -Dade County Product Cont$ .%" as seen below. All clips shall be permanently labeled with the manufacturer's name and/or logp-, and/or model. ...... . .. ...... MIAMI-DARE COUNTY """ • ...... . ..... . .... . ..... . . ...... . . ..... 5. All products listed herein shall have a quality assurance audit in accordance with the.$Wa Buill4og code a;D::: Rule 61 G20-3 of the Florida Administrative Code. • • • • • • .' . . . . ...... NOA No.: 16-0224.13 Expiration Date: 06/17/19 Approval Date: 03/24/16 Page 5 of 7 { 0.53' 1 1 DETAIL DRAWINGS STIFFENING RIBS 0.36' 0.50" F 0.10, 0.47 i 1.47' f 1.501, .:. 12 , 16 & 20 PANEL DETAIL •••�•• • 0.5001 -_ 0.25' - 0.7511 • PANEL WITH • • r0WLE WGIC.: LES FOR • REWS • PANEL CLIP DETAIL STEEL 1.5" MECHANICALLY SEAMED PANEL AND DETAILS NOA No.: 16-0224.13 Expiration Date: 06/17/19 Approval Date: 03/24/16 Page 6 of 7 DRAWINGS CONT. •000:0 STANDING SEAM PANEL END OF THIS ACCEPTANCE 00 00 .0000 NOA No.: 16-0224.13 MIAMI•DADE COUNTY Expiration Date: 06/17/19 Approval Date: 03/24/16 Page 7 of 7 RIDGE/HIP FLASHING "J" CHANNEL CLIP WITH SCREWS FIELD BEND END CUT PANEL (FORM AND BOX END) ROOF NAIL INTO "J" CHANNEL APPROVED 4" O.C. UNDERLAYMENT PLYWOOD HIP / RIDGE DETAIL STEEL (24 Ga.) - STANDING SEAM PANEL 406 NW 54 STREET MIAMI, FL 33127 - TEL: (305) 757-9504 FAX: (305) 757-4031 - E-MAIL: marvin(Mmajorsmetal.mm APPROVED UNDERLAYMENT PANEL...... . .. ...... .... . ..... .. • •• •• to •••••• :to ••• . . . . . . ...... .••••. 5/8" C DX PLYWOOD 3" RAKE FLASHING 1 1/4" RING SHANK ROOF NAIL 4" O.C. STAGGERED RAKE DETAIL STEEL (24 Ga.) - STANDING SEAM PANEL 406 NW 54 STREET MAN, FL 33127 - TEL: (305) 757-9504 FAX: (305) 757-4031 - E-MAIL: mervin@majorsmetal.com b. CLIP W/ SCREWS (1ST CLIP 3" FROM END) ROOF PANEL - (FIELD CUT AND HEMMED) WRAP PANEL 3" BULLNOSE DRIP EDGE .. ,. . . ...... . .. ...... ...... .... . ..... . .. .. .. • 0 •APPRQVEQ • • ..: • • UNDEF2CAWENT• • • • •• • 5/8" CDX PLYWOOD ` WOOD BLOCKING EAVE DETAIL STEEL (24 Ga.) - STANDING SEAM PANEL 406 NW 54 STREET MIAMI. FL 33127 - TEL: (305) 757-9504 FAX: (305) 757-4031- E-MAIL marvin@majmmetal.com ROOF FASTENERS OR DRIVE PINES @ 12" O.C. FLASHING "`•" ... . .. ...... FIELD BEND END CUT PANEL • '•• • (FORMED AND BOX END) 4p 41• •••••• .. •.• • . . . •.••• .... .... ...... J-CHANNEL •• q o"• . . . . •••••• ...... • •• • • • . . •• . ROOF PANEL PLYWOOD APPROVED UNDERLAYMENT END WALL DETAIL STEEL (24 Ga.) - STANDING SEAM PANEL 406 NW 54 STREET MIAMI, FL 33127 - TEL: (305) 757-9504 FAX: (305) 757-4031- E-MAIL: marvin@majorsmetal.com STUCCO fee 00*000 •• • •y , , COUNTER FLASHING"':" ' " Go**:* 00*0 ..•... ROOF FASTNERS ,• . ••�••• OR DRIVE PINES ' • • • • 000000 @�l O.C.• 12"C •••••• • APPFtovrt6 ' ' • UNDEFZLAYPENT.0%% • • •• . ROOF TO WALL FLASHING J-CHANNEL\ �-- ROOF PANEL FIELD BEND PANEL ROOF NAIL @ 4" O.C. PLYWOOD SIDE WALL DETAIL STEEL (24 Ga.) - STANDING SEAM PANEL 405 NW 54 STREET MAN, FL 33127 - TEL: (305) 757-9504 FAX: (305) 757-4031 - E-MAIL: marvin@majorsmetalmm PANEL CLIP WITH SCREWS : 0 0 0: 0 ROOF PANEL • ...... . .. ...... BUTYL TAPE UNDER ••�••• �••••� CONTINUOUS CLIP ..... VALLEY0' '000000 FLASHING 000 ..... APPROVED UNDERLAYMENT PLYWOOD VALLEY DETAIL STEEL (24 Ga.) - STANDING SEAM PANEL 406 NW 54 STREET MIAMI, FL 33127 - TEL: (305) 757-9504 FAX: (305) 757-4031 - E-MAIL: mervtn@majommetal.com 1 16 a, BOSTICK 9-15 SELANT STUCCO STOP MAJOR'S MgTN: PAT;- e....• .... e .... % 0000 . •..eee . . •e..• .... ...* e.e..e e e .. e • .*sees . . . . e.e.e. •• . •• • ee • Li L METAL FLASHING 30# ROOFING FELT ASTM D226 OVER VERSASHIELD 5/8" CDX - PLYWOOD BOSTICK 9-15 SEALANT SIDEWALL DETAIL (B) 405 NW 54 STREET MIAMI. FL 33127 - TEL: (305) 757.9504 FAX (305) 757-4031 - E-MAIL marvin@majorsmetal.00m � r PLYWOOD VERSASHIELD #30 FELT ROOF PANEL ...... ...... •...• so V • FLAT ROOF �1•�` 4� • . . . . ...... MEMBRANES `L FLAT ROOF BY OTHERS FLAT ROOF TO METAL ROOF STEEL (24 ga.) - STANDING SEAM PANEL 406 NW 54 STREET MIAMI, Fl. 33127 - TEL: (305) 757-9504 FAX: (305) 757.4031- E-MAIL: marvin@ma)orsmetal.com VENT PIPE ROOF JACK •' • �' • • (DEKTITE (REQNIAL) • • • ...... 000 .... . .... . CREWS AT 1" O.C. • • . .. .. .. ...... ••�•� ROOP PANEL •• 5/8" CDX PLYWOOD DECK ROOF PENETRATION STEEL (24 Ga.) - STANDING SEAM PANEL 406 NW 54 STREET MIAMI, FL 33127 -TEL: (305) 757-9504 FAX: (305) 757-4031- E-MAIL marvin@majorsmetal.com •••••• • •• •••••• • / • • METAL•SE4ANT ww•••• • Z- — • 11011.5" WASbckw SCREW • • • • CAP ATTACHED WITH #10X1.5" TRUEGRIP REMOVABLE SCREWS #10X1.5" WOODGRIP SCREW EMBEDD IN CAULK TOP & BOTTOM JOB NAME: ROOF JACK DETAIL COMMENTS/DESCRIPnON: STEEL (24 Ga.) - STANDING SEAM PANEL 406 NW 54 STREET MIAMI. FL 33127 - TEL: (305) 757-9504 FAX: (305) 7574031 - E-MAIL: marvin@majorsmetal.mm • • • • • MMAL SEALAAf • • • L— — -- —� ... • 40X1.5"•WOO9)GRIPSCW.Yi• • • •••••• so 0 #10X1.5" WOODGRIP SCREW EMBEDD IN CAULK TOP $ BOTTOM JOB NAME: GOOSE NECK DETAIL COMMENTS/DESCRIPTION: ^T — STEEL (24 Ga.) STANDING SEAM PANEL Y 406 NW 54 STREET MIAMI, FL 33127 - TEL: (305) 757-9504 FAX: (305) 757-4031 - E-MAIL: marvin@majorsmetM.com IE BEST QUALITY PRODUCTS IN SOUTH FLORIDA v 406 NW 54`b St. Miami, FL 33127 • Painted Galvalume ASTM-A 792 STANDARD & PREMIUM 24 Gauge Fluropon® Cool Roof Colors Regal White A * Bone White Sandstone Old Town Gray Medium Bronze Now Aged Copper Colonial Red .♦ PreWeathered Sierra Tan ® * Slate Gray Mansard Brown Patina Green® * Slate Blue Stone White Ash Gray * Musket Gray Dark Bronze Forest Green A Regal Blue A METALLIC COLORS (Premium and Metallic Colors priced higher) Champagne Bright Silver ' Almond Matte Black �i. Terra Cotta AZ 55 Acrylic Galvalume A * 24 GA 5-V Available 26 GA 5-V Available Bright Copper TrueCoatTM KYNAR500FSF' ARvalspar i(EMA System by Spectra MAJOR'S METAL 305-757-9503 • WWW.MAJORSMETAL.COM MAJORS COLOR SR Initial Solar Reflectance IE Initial Emissivity SRI Solar Reflective Index Aged Copper 0.47 0.85 53 Almond 0.54 0.84 62 Ash Gray 0.39 0.84 41 Bone White 0.66 0.85 79 Bright Copper 0.49 0.85 55 Bright Silver 0.60 0.77 68 Champagne 0.37 0.80 37 Charcoal Gray 0.26 0.86 25 Colonial Red 0.33 0.85 34 Dark Bronze 0.26 0.84 24 Dove Gray 0.43 0.85 47 Forest Green 0.30 0.85 30 Mansard Brown 0.27 0.86 26 Matte Black 0.25 0.85 23 Medium Bronze 0.30 0.87 31 Musket Gray 0.32 0.84 32 Old Town Gray 0.26 0.86 25 Patina Green 0.35 0.87 37 PreWeathered 0.30 0.79 27 Regal Blue 0.26 0.85 24 Regal White 0.68 0.86 82 Sandstone 0.54 0.86 63 Sierra Tan 0.35 0.85 34 Slate Blue 0.29 0.86 29 Slate Gray 0.36 0.84 37 Stone White 0.58 0.85 68 Terra Cotta 0.35 0.87 37 Specular Gloss at 600 ASTM D 5232 Typical standard gloss: 20-35 Typical low gloss: 5-15 Pencil Hardness ASTM D 3363 HB to 2H T-Bend ASTM D 41454 OT to 3T3 with no loss of adhesion Cross Hatch Adhesion ASTM D 3359 No loss of adhesion Galvalume®or HDG: 2x3 metal thickness inch -pounds Reverse Impact ASTM D 27944 No loss of adhesion Aluminum: 1.5x metal thickness inch -pounds No loss of adhesion Humidity Resistance Galvalume@or HDG: no field blisters 100% RH 2,000 Hours ASTM D 2247 Aluminum: No field blisters 100% RH 3,000 Hours ASTM D 2247 Salt Spray Resistance Galvalume®or HDG: Creep from scribe no more than 1/16" (2mm), no field blisters 1,000 Hours ASTM B 117 Aluminum: Creep from scribe no more than 1/16" (2mm), no field blisters 3,000 Hours ASTM B 117 Flame Test ASTM E 84 Class A coating Water Immersion 500' hours 100 F ASTM D 870 No loss of adhesion Dew Cycle Weatherometer 1000 hours ASTM D 3361 Color change: No more than 5A Hunter units Chalk: Rating no less than 8 Abrasion Resistance ASTM D 968, Method A 65 t 10 liters Application Method Reverse roll coat Substrate' Aluminum, HDG or Galvalume® Primer: 0.20-0.30 mil Color Side of Panel Dry Film Thickness ASTM D 1005 Top coat: 0.70-0.80 mil Total system: 0.90-1.1 mil Primer: 0.20-0.30 mil Reverse Side of Panel Dry Film Thickness ASTM D 1005 Top coat: 0.30-0.40 mil Total System: 0.50-0.70 mil Resin System Fluoropolymer system comprised of 70% PVDF resins