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RF-18-1172
Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address III sue Date: 5/3/2018 Permit NO. RF-5-18-1 172 Permit Type: Roof Work Classification: Metal Permit Status: APPROVED Expiration: 10/30/2018 Parcel Number Applicant 25 NE 110 Street Miami Shores, FL 33161- 1121360040290 Block: Lot: FRANCINE STEELMAN. Owner Information Address Phone Cell FRANCINE STEELMAN 25 NE 110 Street MIAMI SHORES FL 33138- 25 NE 110 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Z ROOFING AND WATERPROOFING II (305)623-7663 (305)218-2605 Valuation: Total Sq Feet: $ 22,000.00 2000 Type of Work: Re Roof Additional Info: RE -ROOF TO METAL ROOF Classification: Residential Scanning: 3 Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $500.00 $13.20 $4.13 $2.75 $4.40 $275.00 $9.00 $17.60 $826.08 Pay Date Invoice # 05/03/2018 05/03/2018 Bond #: 3742 Pay Type RF-5-18-67389 Check #: 12737 $ 50.00 $ 776.08 Check #: 12734 $ 776.08 Amt Paid Amt Due $ 0.00 Available Inspections: Inspection Type: Tin Cap Final Roof Final Roof Cap Sheet Roof in Progress Renailing Affidavit Review Roof 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 zonin•,,,,,• h�.ore, I authorize the above -named contractor to do the work stated. Authorize, gnature:Owner / Applicant / Contractor / Agent May 03, 2018 Date Building Department Copy May 03„2018 1 Lot 5 C/LO-t)c-41 3o.1-b1----1663 BUILDING PERMIT APPLICATION BUILDING ELECTRIC PLUMBING MECHANICAL 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 ROOFING ED PUBLIC WORKS JOB ADDRESS: 2 Ai 6 i I 0 S I REVISION CHANGE OF CONTRACTOR City: Miami Shores Couunnty: Miami Dade' Folio/Parcelp: ►1 • Zv . Lb - 0 0 L1 - 0Z- 1 ' 3 Is the Building Historically Designated: Yes - NO Occupancy Type ..5 1T Load: _ Construction Type: Q. oolr„J t, Flood Zone: BEE: Master Permit No. Sub Permit No. EXTENSION RENEWAL RECEIVED MAY 032018 FBC 201 I B — t I R-Z CANCELLATION SHOP DRAWINGS zp:31tb( FFE: OWNER: Name (Fee Simple Titleholder): Ci.A) Ct Al C ( 5 1 E E I ii iq.% Phone41:3 OS' ] 8 S •' ZQq Address: '2- S E It 0 Sf - City: M l Aiii t S •lt it A,1i State: CI Tenant/Lessee Name: Phoned: Email: CONTRACTOR: Company Name: Z D- t.J..• i. �qlE fl bo.r�t,,g,'• lone#: 3OS'b-'3-� k b3 % m Address: u 1 r��e7 .� L' .k City: tl t iA l tiA Hi State: .F1/ , Zip: 33 0 i V Qualifier Name: 44 C.. U S 1 / -Al E.-4. Q Los tc Phonet!:) O5- Gri,-"4 002 State Certification or Registration II: C. C C 17i.S t0../j Certificate of Competency p: DESIGNER: Architect/Engineer: PhonQA: Address: City: State: ,, Zip: Value of Work for this Permit: $ 27—') b Ill Square/Unear Footage of Work: 2'0 0 0 S' F Type of Work: El AdditionioEl, Alteration ID New % 0 Repair/Replace El Demolition /` Description of Work: ' E ,mot— O o 1r to e/E-6 I A O'01r • zip: 33 J. b I Specify color of colorC. el( thru tile: i o 9 A 1 {/l D (,0/AIL Qrhc LA>,c6 6. 33.) y�� Submittal Fee $ (3 li ( Permit Fee $ 7,1 S CCF $ ' ' • E�J^b Co/CC S Zsk Scanning Fee $ CI Radon Fee $ 2 .1 S DBPR $ 91 . 1 Notary $ Technology Fee $ I/ • 6 a Training/Educatiion Fee$ . 1 . 4 0 Double Fee $ Structural Reviews $ Bond $ J TOTAL FEE NOW DUE $ 3217It 8 - 30 -PC1 i U IRevised02/24/20141. "1"16.08 ritt Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation, has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 o condition to the issuance of o building permit with,an estimated value exceeding $2500, the applicant must promise in good faith that o copy of the notice of commencement and construction lien low 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 b pproved and a reinspect ion fee will be charged. Sig' OWNER or AGENT / . Signature The foregoing instrument was acknowledged before me this AA 1 ,20 I� ,by /- 1� /i-sAtiC) v E -c•ct' hpersonally known to —I day of Sign: Print: Seal: me or who has producedtoo. p ,re„r identification and wt�ye'%kdk(OkAPAQ#Eee'i�� NOTARY PUBLIC:4.`�,�,,�`� OtA?� �Qt -4t/ Comm. EXPins 's J046,2019 • 90 's No. FF 2379•q is • ,',44 4 ..OF„E�O a. APPROVED BY (Revised02/24/2024) as CONTRACTOR NOTARY. PUBLIC: e •O TAB Q Sign: Print: Seal: The fore=oing.instrumeent was acknowledged�J before(( me this i el day of AD A, Iil 20 I , by A' 5 Wm) t iftast t7 who is personally known to me or who has produced • as identification and who did take an oath ,�5sx ,�S. PAIL eei°e % My Comm. Expitsis •: =s June 8. 2019 I • No FF 2379913 • Plans Examiner Structural Review Zoning Clerk 5/1/2018 Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-2136-004-0290 Property Address: 25NE110ST Miami Shores, FL 33161-7043 Owner FRANCINE T STEELMAN Mailing Address 25 NE 110 ST MIAMI SHORES, FL 33161-7043 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/1 Floors 1 Living Units 1 Actual Area 2,355 Sq.Ft Living Area 2,235 Sq.Ft Adjusted Area 2,028 Sq.Ft Lot Size 9,075 Sq.Ft Year Built 1941 Assessment Information Year 2017 2016 2015 Land Value $226,559 $195,031 $161,304 Building Value $141,149 $141,149 $141,149 XF Value $2,548 $2,570 $2,442 Market Value $370,256 $338,750 $304,895 Assessed Value $210,711 $206,378 $204,944 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $159,545 $132,372 $99,951 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 36 52 41 COLLEGE HEIGHTS PB 42-8 LOT 30 BLK 1 LOT SIZE 75.000 X 121 OR 20248-4568 01 2002 1 Generated On : 5/1/2018 Taxable Value Information 20171 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $160,711 $156,378 $154,944 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $185,711 $181,378 $179,944 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $160,711 $156,378 $154,944 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $160,711 $156,378 $154,944 Sales Information Previous Sale Price OR Book- Page Qualification Description 01/01/2002 $163,000 4568 Sales which are qualified 02/01/1996 $0 17103- 4165 Sales which are disqualified as a result of examination of the deed 10/01/1989 $90,000 14285 0218 Sales which are qualified 06/01/1979 $60,000 10447 1086 Sales which are qualified 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: SECTION 1524 HIGH -VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. c— 11. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (High -Velocity Hurricane Zone) are for the' purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as gdlCP y architectural appearance, that are not part of a zoning code, should be adpres"I as partief tfre agreement between the owner and the contractor. • • • • • • • • . • •• • ff —2. Renailing wood decks: When replacing roofing, the existing wood reek may have to be renailed in accordance with the current provisions of Chapter 16 (Hipti•uelocity Huuicacre Zones) of the. (The roof deck is usually concealed prior to removing the exisiing.r8of systtry4). • r S_`3. Common roofs: Common roofs are those which have no visible. gle4reation Dg neighboring units (i.e., townhouses, condominiums, etc.). In buildings wjtllFppynon roofs,the roofing contractor and/or owner should notify the occupants of adjacent trritsbfloofing•wor kto be performed. • • • Exposed ceilings: Exposed, open beam ceilings are where the underside of the roofdecking can be viewed from below. The owner may wish to maintain the architectural appeSr*ante; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. t'--/ G.'� 51Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original,roofing system is removed. Ponding conditions should be corrected. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. l" Zf Z. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing . ount of attic ventilation shall not be reduced. It may be beneficial to consider .ddi Venting which can result in extending the service life of the roof. ner's/An's_Signature D e Co ,'';('tor's Signature D to I OWNER ' S A FFIDAVIT OF EXEMPTION ROOF TO W ALL CONNECTION H URRICANE M ITIGATION R ETROFIT FOR BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. /1 (Aril 1 5/-1ort_ES �r ACbb' 1005O 1- tAl Re: Owner's Name T S-tEEI- 4 .4-) Property Address 25 ✓c z1+0 CI Roofing Permit Number Dear Building Official: I >2�A.�c I 4.)G -r to 1144.) certify that I am not required toretrofit 414, 'roof to.wali•• • connections of my building because: EXISTING SITE - • . • . • •• • • ...• . . .... • •.. • • • •• • .... .... • .. .. S. . •• The just valuation for the structure for purpams of ad valorem taxaion in less thAl,S P0,000.00.. • • • •• • • LJ The building was constructed in compliance withhe provisions of the Floi d a Building ode (FBC) or with the provisions of the 1994 edition of the South Florida Building Code (4! 4 . •• • BC). �iy l ature of Property O• „erf r at A SlEE.( Print Name STATE OF FLORIDA COUNTY OF MIAMI-DADE Sworn to and subscribed before me this day of !t-1 , 20 1 .8 (SEAL) Personally known or Produced Identification When the just valuation of the strature for purposes of ad valorem trsation is equal to or more than $300,000.00, and the building was not constructed ioompliance with the FBC nor with 1994,SFBC, and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. CADocuments and SetdngsWU1\My Documents Statistics&.phs_1M oofinp ARd.lt Compliance-9 26 WFlgsble.doc • • ROOFASSEMBLIES 1pilD_ROOFTOP'STRUCTURES • Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit APPlicAtIPP FOrni Section A (General information) Master Fern* No. Process No. Contractor's Name Z ROOFING & WATERPROOFING,INC Job Address 25 NE 110 ST ROOF CATEGORY qLwSI�pe . . p • Asphaltic Shingles. - • • • RECEIVED MAY 0 3 1113 1 . I 0 Mechanically. Fastened Tile ' 0 Mortsr/A4hesNsBet Tiles I , ... . )081 +4910Panelt§hingicsis • ' • ••• D Wood Shingles/Shakes ' : I '0 • Prescriptive BUR-RAS 150 I. • . ROOF TYPE I 0 New roof 0 Repair. CI Maintenance XX Reroofing CI fleCSvpqng •••• .... el ••• • • • _.. ROO SYSTEM INFORMATION • • • : • • • • - • .• .., i. . • Low SlopeRoof Area (SF) - Steep SlOpo:1Roof AREA . (SS ,-' Void 9 ?0017 1 . . • . . . Seatkin B (Roof Pla .. .. , • Sketch Roof Man: IllOstiateall,levelsand secticins; roof drains, scuppers, o • ---• sionspf sections and levels, clearly Identify dImensicrui of elevate4 proses .. .., • Perimeter VVidth:6.5/ Corner Sizes:6.5' x 6.5' 1111.!.1' mi9iimlir 11 IN OT D FA K FLORIDA BU(LDING CODE r-.".131.111*NG, 6 _PRP ..,P1.7) 13 •••• •••• I . • • • • • •••• ralni•lOugq • ne- . I • • •••• • • •, • • ••• • • •• • I • • • •• • *N M ch q ip G s ent • , • • ; • • . • • '; • • • . • -i I Tn COMP! IANCF WITH ALL FEDERAL Ang •wit s 'BLDG DEPT ZONING DEPT ,APPROVED Miami Shores Village n J. . . z • = -n .J) > _ -n • rn cr) DATE it -5 • nicht 489., a ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Th Florida Building Code Oh edition (2017) ,High -Velocity Hi rrIcarie Zone Uniform Permit ApPlicatiOn FOhn Section D (Steep Sidped RoOf systitii) Roof System Manufacturer Major's Metal Roofing & Custom Sheet Metal Notice of Acceptance Number: 16-0224.1,3 Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculationa): P1: -39.1 . P1: ‘68..1 P1: -100.7 Maximun Design Wind Pressures (From the NOA Specific system): Roof Sbpe: 4 12 Deck Type: psf 5/8" PLYWOOD 'Type Underlayment Insulatort I I I I I #30 FELT NAILED TO DECK PER FBC I .0010 •••:' n/a • • FiriiBarrier: . • RidgeVent0Stion? N/A - Mean Roof Height: • 10 m. • ••• • • • •••• •• • • I • ••,•• •••• Fastener wipe 8t.spacirge 1-5/8".TinCaps I 0.11 12 oc d / 6" oc Laps / 6" ckc.Corers Si1e.1141 • I Versashield. Adhesive Type: Spacing for Metal Roof Panels: Field: 34" oc / Perimeters: 8" oc. / Corners: 8" oc Screw Type, Size & Gauge: " • • #10x1" Steel Pancake Head screws - FLORIDA BUILDING CODE —; BUILDING, ett!.EDMOI4 (2017) n/a • • • : • • • TypeCap Sheet • • • • N/A, • • ID: Roof Covering: :.1 • • • •!• • • • • • ••'••• • • •4i••• • • • -• 11 •- • .,; Steel 1.5 Mechanically Seameldll-nnel - — I U :type &Size brill' Edge: 3x3 Galv 26 Ga. Attdtveckvi-4-114.2-1Z Nails 4 4" oc 471 RIDGE/HIP, FLASHING "J" CHANNEL CLIP WITH SCREWS FIELD BEND END CUT PANEL (FORM AND BOX END) ,ROOFNAIL INTO 'V CHANNEL APPROVED 4" O.C. UNDERLAYMENT ROOF PANEL I/8" RIVET 24" O.C. . ... PLYWOAD.. . • . • • ... ... . . .... • ... .. S. • .• . . • . . . •. . . 1 . .• . HIP /`RIDGE DETAIL STEEL (24 G - STANDING SEAM PANEL :406 NW 54 STREET MIAMI, FL 33127 • TEL; 1305) 757-9504 FAX: (305) 757.4031 - E-MAIL: marvin@majorsmetal.com APPROVED UNDERLAYMENT PANEL 3" RAKE FLASHING .... ▪ .... • .. • • S ••• • •S • 1 '• k 1 .. • • ••• 5/8" CDX PLYWOOD 1 1/4" RING SHANK ROOF NAIL 4" O.C. STAGGERED .... • • .... • S S S • S • • •• •5 •S •S 55 • • .. • • . . • • . • . . • • .. .. . •• S • ..• .. . RAKE DETAIL STEEL (24 Ga.) - STANDINGSEAM PANEL 406 NW 54 STREET MIAMI, FL 33127 .TEL- (305) 757.9504' FAX. (305) 757-4031 EMAIL• marvin@ma)orsmelal.com' CLIP W/ SCREWS (1ST CLIR3" FROM END) ROOF -PANEL .(FIELD CUT AND HEMMED) WRAP PANEL 3"BULLNOSE DRIP EDGE • WOOD BLOCKING . APPROV5I?..' . • d1NbERLeeYFJT • .. . • .... .... 5/8" CDX'EL:YJM000I....' . . . . . . . • • • ▪ • ..• • • • • . .... • . . • • • • • • .' • • • • • .. • . • • .. .. • SAVE; DETAIL STEEL (24 Ga ).- STANDING.SEAMPANEL 406 MN 54 STREET MIAMI. FL 33127 - TEL: (305) 757-9504 FAX: (305),757.4031 E-MAIL: marvir@majorsmelal.com, ROOF FASTENERS OR DRIVE PINES @ 12" O.C. FIELD BEND END CUT PANEL (FORMED AND BOX END) J-CHANNEL ROOF PANEL FLASHING .•.. • . • .... • . . • . .... . • .. • ...... . . .... •.. .... • • . . ... .... ..... . . • . . .. • .. .... . . . • .. . . . • . • • • . . I .. . .. . . I . PLYWOOD APPROVED UNDERLAYMENT END WALL DETAIL STEEL (24 Ga. STANDING SEAM PANEL '406 NW54 STREET MIAMI; FL 33127 :TEL: (305) 757.9504 FAX (305) 757-4031 = E-MAIL: marvin@majorametal.corn ROOF FASTNERS- OR DRIVE PINES @.12" O.C. ROOF TO WALL FLASHING J-CHANNEL FIELD BEND PANEL STUCCO COUNTER FLASHING APPROVED ;UNDERLAYMENT • • • • • •• • • ROOF,F.1441EL • • •••• • • •• •• •••• •••• • • • • • • • •. • • •.•• • • •. • . • • • • • •• •• ROOF NAIL @.4" O.C. C / -t / / " T i I �.-3\. • • • • • •• • •' • •• • • • • •. • PLYWOOD •• • • • •• • • SIDE WALL DETAIL. .STEEL (24 .Ga,. STANDING SEAM PANEL 406 NW 54 STREET MIAMI, FL 33127 - TEL: (305) 757-9504 "FAX: (305) 757,4031,7,E-MAIL: marvin@mejoramelalcom PANEL CLIP WITH SCREWS ROOF PANEL BUTYL TAPE UNDER CONTINUOUS -CLIP VALLEY FLASHING APPROVED UNDERLAYMENT • ii• • •• • • • • • • • • • • • • • • •• •• • • • •••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• •• • • • • • • • • ••- • •• • PLYWOOLI •. • • • • • • •• • • • •• • • • • • • • • • • VALLEY DETAIL STEEL (24 G - STANDING SEAM PANEL 406NW 54 STREET .MIAMI,FL33127- TEL: (305)757.9504 FAX' (305) 757.4031- E-MAIL: marvin@maJorsmelal.00m. BOSTICK!9-15. SELANT STUCCO STOP .MAJOR'S METAL PANEL • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • • • • L METAL FLASHING • • •••. .3Q# ROOFING FELT - -J ASTMD226OVER, VERSASHIELD 5/8"'CDX' PLYWOOD. BOSTICK'9-15 SEALANT S. . • .•• •• • • • • • •.•. • • . • . • • • • • • . • • • •• • •• • . . • S. • •.•• • SIDEWALL DETAIL (B) 408 NW 54 STREET MIAMI, FL 33127 - TEL: (305) 757.9504 FAX: (305) 757-4031 - E-MAIL: Tarvin@malorsmetaI.com VENT PIPE ROOF JACK (DEKTITE OR EQUAL) i i i 0 SCREWS AT 1" O.C. ROOF PANEL .. • 4.••• • A s•• •... • • . .... • • • • • • I. .• . • • • . • • . I. .. • • • 518" CD$( 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: marviri©malorsmelal corn / METAL SEALANT 11111/#10X1.5" WOODGRID46CREW • • • • •• • • ••• • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • . • • • • • •• •• •• •• EMBEDDIN CAULK TOP & BOTTOM •. • • TRUEGRII• REMOVABLE SCREWS • 'JOB NAAAE ROOF JACK DETAIL COMMENTS/DESCRIPTION: STEEL ,(24 Ga. STANDING SEAM PANEL 406 NW 54 STREET MIAMI. FL 33127 • TEL: (305) 757-9504. FAX: (305) 757.4031 - E-MAIL: marvin@majoramelel corn [11,1 METAL SEALANT 1/1////14• L__ •• • • • • • • • • • • • • • • • • • -#10X1 VV99DGRIp* SCREW' • •• • •• •• • • • •• • • • •: ••• • :• • • • • • • • • • • • • • • • • • • • • • • • • • • EAABEDI5 IN CAULK TOP & BOTTOM' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • #10X1;5" WOODGRIP SCREW - ":" • • ••• j°B NAME: GOOSE NECK DETAIL COM MENTSPESCRIPTION: STEEL :(24 GO,) ....STANDING SEAM PANEL 406 NW 54 STREET MINA!, FL 33127 TEL: (305) 757-9504. FAX: (305) 757-4031 - E-MAIL: marvin@rhajbtsmetal.com DEPARTMENT QF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Major's Metal Roofing & Custom Sheet Metal, Inc. 406 NW 54'h Street Miami, FL 33127 SCOPE: MIAMI DADE COUNTY PRODUCT CONTROL 'SECTION -- 11 R05 SW 26 Street, Room 208 Miami, Florida 33175-2474. T (786) 315-2591) F (78,6) 315-2599 www.miam i dade.2ov/economv 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 allowed by the Authority Having Jurisdiction ,(AHJ). NOA shall not be Valid after the expiration date stated below. The,Miami-Dade County Product Control Section (inIMiami-Dade Count and/or the AHJ in areas other than Miami -Dade Count (� .. Miami -Dade � ,_Y) , .(� .� other ._ , ....,. , , y) reserve thc;rightto have this product or material tested for quality assurance purposes. If this product or material .fails to perform in the accepted mariner, 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; reguitements, of theapplicable, building code. • • • • • • • • • • • • • • r This, product is approved as described herein, and has-been designed to comply with the Flotna )irilding C�do 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 .ci•logv, city, state'and following statement:. "Miami -Dade County Product Control Approved' unless othe>;wie noted herein. • •• • • • • • • • RENEWAL 'of this NOA shall be considered after:a renewal,application has been fil't j,anQ:there;js,beeu np ;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 :the materials, use,, and/or manufacture of the product of process. Misuse of this'NOA as an endorsement of anylproduct, 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 andremoval of NOA. ADVERTISEMENT: The, NOA number preceded by the .words:Miami-Dade County, Florida, and followed bythe expiration date may be displayed in,advertising literature. If, any portion of the NOA is displayed, then itrshall,he done in its entirety. INSPECTION: A copy of.this;entire NOA shall beprovtded to, the user' by the manufacturer or• its, distributors and shall be available 'for inspection at the job site at the requestof the Building; Official. This NOA revises NOA # 14-0515,14 and consists, of pages I through 7, The submitted documentation was reviewed by Gaspar J'Rodriguez. MIAM$ OADE COUNTY APPROVED • NOA No.: 16=0224.13 Expiration' Date:06/17/19' Approval Date: 03/24/16 Pagel 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:. Test Product Product. Dimensions Specifications Description '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" 24 gage (0.0239") TAS 125 TAS 110 TAS _110 TRADE NAMES OF PRODUCTSIVIANUFACTUREDBY'OTHERS Product Description Product Fasteners Dimensions Corrosion resistant galvanizedbr galvalume preformed, coated, prefiiiished, metal panels. ASTM Grade 50;preformed, gall/Anne, steel clips With -two preformed holes. 'Grade C preforined, stainle� tgel clips, •with two preformdi holes'.... • • • .•• • • •.•• • • •..• • ••• • • • .. • • ••.. • • •.•• • • • • • • • • • • ••'••' .IVlanui`asturer • • Generic #10' Corrosion resistant steel screws for fastening of clip. • • • • • ••• • MANUFACTURING LOCATION: 1. Miami, FL. EVIDENCE SUBMITTED: Test Agency Valspar Corporation PRI Asphalt Technologies,- Inc. Hurricane Test Laboratory, Inc. Hurricane Test Laboratory, Inc`. MIAMI•DADE COUNTY APPROVED Test Identifier 'MkI-001-01-01 0299-0801-03 0299-0320.04 Test Name/Report' ASTM G 23' ASTM B 117 TAS;100" TAS 125 TAS 125 • .• • • • •• • Date. 08/ 18/03 10/27%03 03/25/04 .• • • • • NOA No.: 16-0224.13 Expiration Date: 06/17/19: ApprovalDate: 03/24/16 Page.2 of 7 • Slope Range: Maximum Uplift Pressure: Deck Attachment: Underlayment:, Fire Barrier,Board: Valleys: Metal Panels and Accessories; APPROVED. ASSEMBLIES: System A; Steel 1.5" Mechanically Seamed. Panel (Maximum 20" coverage: width panels) Deck Type: Wood, Non -insulated, Deck Description: New Construction '9/32"'or greater plywood or wood plank, or. for_re-roofing 1-5i 2" or,greater plywood. 2": 12" or greater See TableA below In accordance with applicable Building Code, 6iit in no case it shall,bc less than 8d annular ring shank nails spaced 6" o.c. -in the field and 4" 'o.c. along the perimeter of the sheet. In reroofing,: where the deck js less than.19/32":thick (iminimum 15/32") the above attachment method must be in addition to existing attachment. ,Minimum underlayment shall be a ASTM D 226AType II installed with a minimum 4" side -laps and 6" end -laps., Underlayment shall be fastened with corrosion resistant tiny caps and 1'/,' annular ring -shank nails, spaced 6",o.c. at all laps and two staggered rows 12" o.c. in the field of the roll. Or, any Miami,, -Dade County Product Control Approved underlaymenthaving a current NOA. Any approved fire barrier, having a current NOA., Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as' the location of the fre•barrier within the assembly. See Limitation # 1. • ••• ••••• Valley construction shall be in compliance, with Roofing Appliea'tiolf StaitdafdS 133 •. and with Major's Metal Roofing & Custom;,Sheet Metal, Inc.'s,cuvrent published' installation instructions.• Install the "Steel 1.5'- Mechanically Seamed Panel" and access train comp iame with • • Major's Metal Roofing & Custom Sheet, Metal, Inc 's current punned ins43ll4t4n instructions and, details. Flashing, penetrations, valley construction and other'deVils, shelf •'7.• be constructed in compliance.with,the minimum, requirementsproTicied in Roorigg • Application Standards RAS:133. Panels shall be installed with galvanize/stainless steel clips (2" !Mg X;Y.4" witILX1,.5" • • tall), attached to substrate.with two;corrosion resistant steel #10,wood screw.'of sufficient length to penetrate through the. sheathing; a minimum of 3/16Clip fastening shall,start; 3" from panel end and shall beat maximum spacing as described below in,Table A. there after. Standing seams shallbe mechanically seamed to'a ful , 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 I: Extrapolation shall not be allowed MIAMFDADE COUNTY APPROVED NOA No.: 16-0224.13, Expiration Date: 06/17/19 Approval Date; 03/24/16 Page3of7 System B: Steel 1.5" Mechanically Seamed Panel, (Coverage width 12" & 16") Deck Type:, Wood; Non=insulated; Deck'Descriiition: New Construction 19/32" or greater plywood or wood plank, or for re-roofing's/32" or :greater'plywood. Slope Range: 2": 12" or greater Maximum Uplift See Table B below Pressure: Deck Attachment: Uiiderlavment: In accordance with applicable Building Code, but in no case it shall be less than 84 annular ring shank nails spaced 6" (.c. in the field and 4" o.c. along"the perimeter of the sheet. In reroofing,, where the deck is less than 19/32" thick (minimum )5/32") the above attachment method must be -in addition to existing attachment. Minimum underlayment shall be a ASTM'D 226 Type II installed with a rr inimuin 4" .side -laps and'6" end -laps. "Underlayment shall be fastened with corrosion resistant tin- . .. caps and 1'/'' annular ring -shank nails,: spaced 6" ore, at all laps and two staggered roWs 12" 'tic: in the field of the roll. Or,•any Miami-Dade'Cotmty Product Control Approved underlayment'having a current NOA. Fire Barrier Board: Any fire approved fir tlbstrier system rren NO as Refer to a current. fire directory listing feiY, having of well as the location of the-firt,>;grrier within the assembly:; Sec Limitation # 1: • • • • . • . Valleys: Valley construction shall be in compliance with Roofing Application SItauida i RAS 133 and with Major's' Metal Roofing & Custom Sheet Metal, Inc.'s qt.ult,published • . .installation instructions: •• • • • • • • • Metal Panels and Install the "Steel I :5'` Mechanically Seamed Panel >; and accessoritlit complittie•with Accessories: Major's -Metal Roofing & Custom Sheet Metal, Inc:'s current publish' 8_ iitstalisafi m instructions and details. Flashing, penetrations, valley ,constructki'Ad other detatis`°shalr . be constructed in with the minimum requirements pcoviele¢ in Roofing. • Application Standards RAS 133. • • • • • • Panels shall be installed' With galvanize/stainless steel dips (2" long z's/4" wide 1:1'." • tall); attached to substrate with two corrosion resistant steel #10:wood 'screw of'sii ficient length to;penetrate through the slieathing'a Minimum of 3/16'. Clip fastening shall start 3" -from panel end and shall be at maximum spacing as described below:ihTable B. there after` Standing cants shall be:mecliai ically seamed to a;fu1190° seafit, (Single lock). TABLET MAXrMUM DESIGN PRESSURES • Roof Areas Field Perimeter and Corner'. Maximum Design Pressures —57.3 PSF —131 PSF Maximum Clip Spacing 34" OC 8" OC . rt 1.. Extrapolation shall not be allowed NOA'No.: 16-11224:13 Expiration Date Q6/17/19 Approval Date: 03/24/16. ;Page 4 of 7 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, The maximum designed. pressure listed herein shall be applicable to all rogf 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). (3i 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 permanei tly.,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 Control Seal as seen 'below. All clips shall be pennanently labeled:with the manufacturer's name and/or logo, and/or model. S. All pdu rocts listed herein shall have a quality assurance:audit in t accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 0000 .. • . .... • .• . .. . . ... • .. .. . . . . . .... .... . • • • .... .... . . . • • .. .. Si .. • . • • • • • • • . • . . .. • .. • • • .. NOA No.: 16-0224,13 Expiration Date: 06/17/19 ApprovalDate: 03/24/16 Page S: of 7 0.53" 0.5ci" 0.25' 1.5 DETAIL DRAWINGS STIFFENING RIBS 0.36" 0.75,E PANEL DETAIL. HOLES FOR 'SCREWS PANEL CLIP DETAIL PANEL WITH SINGLE LOCK • . • • • S. • .—.. �. •any. 0.42" 1.47" •.•. .... • • •.• . • •• • •. • - • • • ••••l._._ •••• • • ••••\- •••• • •• ••I • • • • • • • •• • • • 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 #10 FASTENERS PANEL CLIP #10 FASTENERS PANEL CLIP DRAWINGS CONT. STEEL PANEL STEEL PANEL STANDING SEAM PANEL END.OF THIS ACCEPTANCE • • • • . •• • • •••. • • •••• •. •• • • • • • • . • • • • • .. . • •. • • .. •. . . • .. . . .... • • ... • • ..• S. • • . . . .. .• . . . • �. . . N,OA No.:-16-0224.13' Expiration Date: 06/17/19. Approval. Da te: 03/24/16 Page 7of7 .DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 'BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA' MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26'Street. Room 208 Miami, Florida 33175-2474 T (786)315-2590 F(786) 315-2599 www:miamiilade.gov/economv GAF 1 'Campus Drive Parsippany, NJ 07054 :SCOPE: This NOA is'being'issued underthe applicable rules and regulation's govcriiing the use of construction materials. The. documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used ii Miami Dade County; and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA. shall not 'lie valid after the expiration date stated below. The Miami -Dade County Product 'Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material "tested for quality assurance purposes. If this.product or material fails to "perform in the accepted manner, the manufacturer will incur the expense of. such testing and the AHJ•may immediately revoke, modify, or susPend the use of such` product or' material within their jurisdiction. RER'reserves the right to revoke this acceptance, if itis determined 'by Miami -Dade. County 'Product Control'' Section that this product or material fail+4tw.meet-the requirements of the applicable building,code: •• •• • • • • • • • • This 'product is approva:as; described' herein, arid, has;;been designed'to, comply=with G.Flpiida B}Ijlt1i g.'Code� including the High`Velocity Hurricane Zone of the Florida'Building'Code • • • •• • .... .... • • • • • • DESCRIPTION: VersaShield° Fire-Resistant'Roof Deck Protection, and VersaShield. Solon m Fire=l esistapt; • • • • • • • • Slip Sheet • • • •• . •• • LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city; stateo-and (ollowiig • •:. statement: "Miami -Dade Countu`Prnrinrt 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 performaiice•of this product. TERMINATION of this NOA will occur after the expiration date or if there 'has been a, revision orf 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. advertisingliterature.. 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. MIAMIOADE COUNTY APPROVED 'NON No.: 16-1216:02 Expiration'Datei 02/07/22; Approval Date: 02/02/17 Page.1 of 3 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Underlayment Material:, Fiberglass SC,QPE: This acceptance is for VersaShield* Fire -Resistant,. Roof Deck. Protection (a.k.a "VersaShield' Underlayment") and VersaShieleSolo^' Fire -Resistant Slip Sheet (a.k.a "VersaShield Solor4"), as described in this Notice of Acceptance, for Use with approved prepared roof assemblies: Designed to comply with the ;Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. PRODUCT DESCRIPTION: Manufactured bY_ Applicant Dimensions VersaShieldR' Fire- 42" x 100' rolls Resistant Roof Deck Protection VersaShieldR' SoloT;l 72" x .166:7' rolls. Fire -Resistant Slip Sheet' `3;6 x 166.7''rolls MANUFACTURING LOCATION:: 1. Conover,'NC EVIDENCE SUBMITTED: Test Agency PRI .Construction Materials. Technologies Underwriters Laboratories Inc. Test. Specifications ASTM D 226' Type II' Product Description Non -Asphaltic fiberglass-based,underlayment. and/or fire barrier. •••. UL790 Non-Asphaltic:'fiberglasif -b .sed slip Loot•and/or • .• Test Identifier GAF-270-02-02 GAF-748-02-01 ELK-063-02-01 9.9NK45831 ,1 ONK 11990 R 19254, 08CA37926 08CA49140 fire barrier. • • • • • • • ••• • • .• . •••• • • .••• . • •. •• • . • •• • Test Name/Report • ASTM D 226 ASTM D 226 TAS.100 UL790 UL790 ASTM D 226' `UL790' •• • • • • • • • • •.•. • • •• • • •.• .• • • • •..••. • bate . • '1,1715/10 712%120 6 09/27/01 03/21 /00, 95/18/ 11 09/13/01 09/23/09 INSTALLATION: L VersaShieldR' Fire -Resistant Roof Deck Protection or, VersaShieldR' Solo±M Fire -Resistant Slip, Sheet shall,;be installed in strict compliance, with applicable Building Code. 2. installed With alininimum 4-t inch head lap re-ResistanRoof rin aCtiop or shingle erteldR' Solo Th±Fire, Resistant Slip Sheet shall be; layer fashion. 3' VersaShieldR"Fire=Resistant Roof Deck Protection shall be mechanically fastened withna_pproved;fasteners in compliance;withFlorida Buildin g Code 1518.2 when used in,lieu,o f a,codc'prescribed ASTM D.:226 Type Ih underlayment •• • NOA No::.16-1216.02 Expiration Date: 02/07/22 Approval Date: 02/02/17 ;Page 2 of.3 • • 2. LIMITATIONS: 1. 'Fire classification is not part of this acceptance, refer 'to a current Approved Roofing Materials Directory for fire ratings of this product This acceptance is foi• 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 for longer than'30 days of application: VeFsaShieldRSolo IM Fire -Resistant Slip Sheet shall not be left exposed to the weather. 4. VersaShield Fire -Resistant Roof Deck Protection :.and � VersaShield' Solorm Fire=Resistant Slip Sheet are a component used iri roof assemblies. Roof assemblies are approved under specific assembly Notice of Acceptance. 5. VersaShield"` Fire -Resistant Roof Deck Protection or. VersaShield'" Solo" Fire -Resistant Slip Sheet May be used with any approved roof covering -Notice' of Acceptance listing VersaShield' Fire -Resistant Roof Deck Protection or VersaShiele Solo1M Fire -Resistant Slip Sheet may be used,as a component part of an assembly in the Notice of Acceptance If VersaShield"` Fire -Resistant Roof Deck Protection or VersaShield"' Solo+M,Fire-Resistant Slip Sheet is not listed, a request may, be made to the Authority'; Having Jurisdiction `(AI3J)'or the Miami -Dade County_Product Control Department -for approval provided that appropriate documentation is provided to detail compatibility of the ,products, wind uplift resistance, and fire testing results: 6` VersaSl ield`' Fire -Resistant Roof Deck ,Protection and VersaShield' 'Solo1*+`Fire-Resistant Slip Sheet are a non - asphaltic underlayment that may be used as a fire barrier for prepared roof assemblies: For tire' classification `of -specific: roof assemblies 'using VersaShield' Fire -Resistant Roof Deck, Protection or VersaShiejjr"5blo1M' Fire - ::Resistant Slip Sheet refer to a>current•Approved Roofing Materials Directory for fire ratings of •this p7od>: fit. •. '7. All products listed. herein shall'have a quality assurance'audit in accordance With tli4.Fjptiila,Buflilieg rode, a>W.:. :Rule 61 G20-3 of the Florida Administrative Code. . LABELING: . . .... ...• All inenibrafies Of ackaging all the imprint or tifiable marking of the manufaciureills.riame state f m anufa turing facil tyhyel ow line to dentifythenASTM Standard de ignat on or 1 1 •a d the follow nity an 1... A .4g • • statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product ontrbL SgBLas shown below: • . •. • ..• . MIAMI-DADE COUNTY APPROVED •• . • . • .• .. • BUILDING PERMIT REQUIREMENTS:' Application 'for building ,permit shall be accompanied -by -copies of the following 1. This Notice ofAcceptance. 2. Any other documents required by Building Official or Applicablebuilding Bode in o"r`der to propei•ly evaluate the installation of this material. END OF THIS' ACCEPTANCE NOA .No.: '16-1216.02 'Expiration Dates 02/07/22 Approval Date: 02/02/17 Page 3 613 't (it U,K21453 - Kooting Systems Page 1 of 2 • ONLINE CERTIFICATIONS DIRECTORY TGFU.R_ 21453 Roofing Systems Roofing Systems See General Information forRoofna System* MAIORS METAL'ROOFINH ik CUSiOM SH,ELT METALINC 406 NW 54 ST MIAMI, FL 33127 USA R21453 Any ULOasslfled peel and sick underlayment may be used In conjuncton whin either NerseShleld" or a Typef30 base sheet, In any of the folbwlnp systems. .1.Oeda C-15/32 OTHER;SYSTEMS Class A Indinai Unlimited •••• • • • • •••• Barrier Boards--- G-P Gypsum,1/4 in, min DensDeck ® board or 1/2 in. ;rnbr UL classified gypsum board wtE all Ants stag eredemiIn of •• 61n. from the plywood Joints. ,Ply Sheet (Optlonal)s— Any UL Classified Type G1, G2 or G3 base/Ply sheet, Type 15 or 30 felt or UL Osssifled prepared roofing accessory: orWRGrace 'Ice,andWater Shield": • • • Surfadngt -- "Copper'1.5";MechanlcallySeamed panels, "Steel 1.5 Mechanically Seamed` panels, "Aluminum4.5f Mechanically Seamed, • • panels` or "5 Crimp" panels, mechanically fastened.i • • • • • µ • • • • • • 2. Deek: C-15/32.or spaced sheathing Inclines Unlimited • • •• •• • • • • • •• •• • Underlaymsntr - One layer Elk Corp. "VersaShleld Underlayment , mec ianlcally fastened! d. • •• ••• • . Ply Sheet: - Ore' layer Type 30 base sheet or "VersaShleld'.. mechanically fastened. Panelm — "Cooper 1.5" Mechanically Seamed panels,' "Steel 1:5 Mechanically Seemed" panels,, or "5 Crlmi' Pars'medimicapy fastened. - • • • • • • • • • •• • 3.. Dedu C.15/32 oar spaced sheathing ,Indtnsi Unlimlted Underlayme— One or more plies Elk. Corp.-!Ve,saShield Underlayment", mechanically . _ . . Panels — •"Cooper :1.5" Mechanically Seamed panels, "Steel,1.5 Mechanical y Seamed' panels,,or "5 Crimp" panels,. mechanically: fastened. 4.D,ecki C-15/32 !Indlnel Unilmited Undorlayment: - Two layers elk Corp. "VersaShiekl Undertayment', mechankally fastened. Pants - "Aluminum 1S" Mechanically Seamed Panels" C 11 1, Dada C-15/32 Indins•.,,Unllmlted, Underkrymenq -'One layer Elk Corp. "VersaShield Undertaymenr, mechanically fastened. _ Panels: -- "Cooper 1.5 " Mechanically Seamed panels; "Steel 1.5" Mechanically Seamed panels, "Aluminum 1.5' Mechanically Seamed. Panels", or "Stamp panels mechanically fastened. 2. Deck: Spaces Sheathing tnclkwl Vnpmited UnderlaymenD —:one layer Elk Corp. "VersaShieid Underlaymenr. Panels: —'Cooper 1.5" Mechanically Seamed panels, "Steel 1.5 Mechanically Seamed" panels or "5 Crimp" panels, mechenkaty fastened.'. Class c http //database.ul.com/cgi-bin/XYV/template/LISEXT/I FR.AME/showpage.html?name=TG... 4/3/2014 • • •• • • • • a V1 V.j�j l'�./j '1WU1Wg t y.1'ICIILI Page 2 of 2 1: Deck: C-15/32 indinS: Uihllmlted Wiper Bairle (Optlianal): - Any UL Classified base/piy sheet. .. Surfadnip 'Cooper L5' Mechanically Seamed panels,.'Steel 1.5" Mechanically Seamed panels, 'Aluminium 1.5' Mechanically Seamed panels or'S Crimp" panels, mechanically attached. •Uttiblikatd on 2013-04-22 QuestisififiZ Terms of usQ ® 2014 UL tic When the Ul. leaf Mark Is on the product, or when the word "Environment" !s Irhdi tied In the UL Mark, please search- the t!L Envj nrnen(. Auden for additional Information regarding this produces certification. The appearance of a company's name'or product Inehls'database doesnot in Itself assure that products so Identified have been manufactured under UL's Eoliow-Up Service; Only those products bearing the'UL Mark should be considered to be Certified and covered under UW.'s Follow -Up Service. Always look for the Mark on the product. UL permits the ieproductlon oldie material contained In the Online Certification Directory subject to the following conditions: 1. The Guide information, Assemblies, moons, 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 Indude a copyright notice in the following format: '® 2014 UL'LI.C". • •• • • • • •••• • • • • •• • • ••• • • • • • •• • • • • • ••Y• •••• • • • • • • •••• •••• • • • • • • • •• •• •• •• • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • http://database.ul.con/cgi-bin/XY'V/tenmplate/LISEXT/1 FRAME/showpage html?name=TG.: 4/3/2014 A ed Copper A Colonial Re WE SELL ENERGY STAR