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HomeMy Public PortalAbout10-0569 RooseDouglas Metal Roofing, Inc 2141 Broxton Road Douglas, GA 31533 Phone: 912- 393 -1816 Fax: 912- 393 -1154 Bill To MICHAELS, DAREN DEC 2020100 T. Invoice Date Invoice # 12/6/2010 10 -16679 Ship To P.O. Number Terms Rep Ship Via ROOSE 12/6/2010 Work Order # # Pieces Item Code Description Price Amount 48 10 13 1001940992 CO261- CC1042F 1001940992 FREIGH 29 -GA GALLERY BLUE 17' 8" D RIB WGS 1.5" SCREWS, D1 -1 - GULFSTREAM BLUE 29 -GA GALLERY BLUE RIDGE CAP DELIVERY FEE Sales Tax 29.15 16.74 13.50 100.00 1,399.20T 167.40T 175.50T 100.00 121.95 II DATE ISSUED: 12 -10 -2010 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION CITY OF TYBEE ISLAND BUILDING PERMIT INSTALL METAL ROOF 1016 LAUREL AVE TIM ROOSE 4997 LYONS CENTER RD VIDALIA GA 30474 -9735 D C CONSTRUCTION OF COASTAL GA PO BOX 219 TYBEE ISLAND GA 31328 P $ 84.00 $4,700.00 PERMIT #: 100569 TOTAL BALANCE DUE: $ 84.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT Location: / to /6 /a/ NAME ADDRESS PIN # TELEPHONE Owner 7707 & C/6 /-&re/ / T ? 93 -- % J r� Architect or Engineer IV/ � �! A Building Contractor C/U5 e /� J "� f pew G 7 e1"' (Check all that apply) Repair n Renovation Minor Addition Substantial Addition Other II [f Residential Single Family Duplex Multi- Family Commercial 77/ 4e9c F (Enter appropriate number) (4) Masonry (5) Steel & Masonry Details of Project: rie-157741 Estimated Cost of Construction: $ Construction Type (1) Wood Frame (2) Wood & Masonry (3) Brick Veneer Proposed use: Remarks: l Footprint Changes Discovery Demolition /rnS7't'x.4 (6) Other (please specify) ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: # Units Lot Area # Off - street parking spaces # Bedrooms # Bathrooms Living space (total sq. ft.) Trees located & listed on site plan Access: Driveway Setbacks: Front (ft.) With culvert? With swale? Rear Sides (L) (R) # Stories Height Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On -site restroom facilities will be provided through On -site waste and debris containers will elor 'ded by lk Construction debris will be disposed b A4 by means of I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as -built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that maybe necessary to s :: e drainage imp . 'r-.� •y t permitted construction. Date: / Signature of Applic : Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification Approved rezoning /variance? Street address and number: New Is it in compliance with City map? If not, has street name and /or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) NFIP Flood Zone Existing Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Zoning Administrator Code Enforcement Officer Water /Sewer Storm /Drainage Inspections City Manager Signature Date FEES !S Permit Inspections Water Tap Sewer Stub Aid to Const. TOTAL 4� LEAD -BASED PAINT Adapted from http: / /www.epa.gov /lead /pubs /renovation.htm. Please use that site to access the following information. Information for Property Owners of Rental Housing, Child- Occupied Facilities Property owners who renovate, repair, or prepare surfaces for painting in pre -1978 rental housing or space rented by child -care facilities must, before beginning work, provide tenants with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard Information for Families Child Care Providers, and Schools. Owners of these rental properties must document compliance with this requirement. EPA's sample pre- renovation disclosure form may be used for this purpose. After April 22, 2010, property owners who perform these projects in pre -1978 rental housing or space rented by child -care facilities must be certified and follow the lead -safe work practices required by EPA's Renovation, Repair and Remodeling rule. To become certified, property owners must submit an application for firm certification and fee payment to EPA. The Agency has up to 90 days after receiving a complete request for certification to approve or disapprove the application. Property owners who perform renovation, repairs, and painting jobs in rental property should also: • Take training to learn how to perform lead -safe work practices. • Learn the lead laws that apply regarding certification and lead -safe work practices beginning in April 2010. • Keep records to demonstrate that you and your workers have been trained in lead -safe work practices and that you followed lead - safe work practices on the job. To make recordkeeping easier, you may use the sample recordkeepinq checklist that EPA has developed to help contractors comply with the renovation recordkeeping requirements that took effect April 2010. • Read about how to comply with EPA's rule in the EPA Small Entity Compliance Guide to Renovate Right. • Read about how to use lead -safe work practices in EPA's Steps to Lead Safe Renovation, Repair and Painting. Information for Homeowners Working at Home If you are a homeowner performing renovation, repair, or painting work in your own home, EPA's RRP rule does not cover your project. However, you have the ultimate responsibility for the safety of your family or children in your care. If you are living in a pre -1978 home and planning to do painting or repairs, please read a copy of EPA's Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools lead hazard information pamphlet. You may also want to call the National Lead Information Center at 1- 800 -424- LEAD (5323) and ask for more information on how to work safely in a home with lead -based paint. Information for Tenants and Families of Children under Age 6 in Child Care Facilities and Schools As a tenant or a parent or guardian of children in a child care facility or school, you should know your rights when a renovation job is performed in your home, or in the child care facility or school that your child attends. • Before starting a renovation in residential buildings built before 1978, the contractor or property owner is required to have tenants sign a pre- renovation disclosure form, which indicates that the tenant received the Renovate Right lead hazard information pamphlet. • Beginning in December 2008, the contractor must also make renovation information available to the parents or guardians of children under age six that attend child care facilities and schools, and to provide to owners and administrators of pre -1978 child care facilities and schools to be renovated a copy of EPA's Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools lead hazard information pamphlet. Information for Contractors As a contractor, you play an important role in helping to prevent lead exposure. Ordinary renovation and maintenance activities can create dust that contains lead. By following the lead -safe work practices, you can prevent lead hazards. Contractors who perform renovation, repairs, and painting jobs in pre -1978 housing and child- occupied facilities must, before beginning work, provide owners, tenants, and child- care facilities with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools. Contractors must document compliance with this requirement. EPA's pre- renovation disclosure form may be used for this purpose. Understand that after April 22, 2010, federal law will require you to be certified and to use lead -safe work practices. To become certified, renovation contractors must submit an application and fee payment to EPA. See: Application for firm certification. The Agency has up to 90 days after receiving a complete request for certification to approve or disapprove the application. Contractors who perform renovation, repairs, and painting jobs should also: • Take training to learn how to perform lead -safe work practices. • Find a training provider that has been accredited by EPA to provide training for renovators under EPA's Renovation, Repair, and Painting (RRP) Program. Please note that if you previously completed an eligible renovation training course you may take the 4 -hour refresher course instead of the 8 -hour initial course from an accredited training provider to become a certified renovator. Click here for a list of eligible courses. • Provide a copy of your EPA or state lead training certificate to your client. • Tell your client what lead -safe methods you will use to perform the job. • Learn the lead laws that apply to you regarding certification and lead -safe work practices beginning in April 2010. • Ask your client to share the results of any previously conducted lead tests. • Provide your client with references from at least three recent jobs involving homes built before 1978. • Keep records to demonstrate that you and your workers have been trained in lead -safe work practices and that you followed lead - safe work practices on the job. To make recordkeeping easier, you may use the sample recordkeeping checklist that EPA has developed to help contractors comply with the renovation recordkeeping requirements. • tead about how to comply with PA's rule in he EPA Small Entity Compliance Guide to Renovate Right. • Rea about how to use lead -• work • ./ces I EPA's Steps to Lead Safe Renovation, Repair and Painting. ,...... 1F YOU'RE NOT ,LEAD -SAFE CERTIFIED, :DISTURBING -JUST SIX SQUARE FEET COULD COST YOU -BIG Date Permit Acknowledgement of Asbestos /Environmental Notification to Georgia EPD for Projects Involving Demolition, Wrecking, or Renovation The undersigned hereby acknowledges that the issuance of this permit does not in any way grant permission to the owner, owner's representative, or permit holder to proceed with demolition, wrecking, or renovation of a structure prior to the filing of any required ten (10) day "Project Notification for Asbestos Renovation Encapsulation or Demolition" form in accordance with the Georgia Asbestos Rules. The Georgia Environmental Protection Division administers the rules. In most cases, the rules require both the owner and the involved contractors to assure the portion of the building involved in the project is thoroughly inspected by an Accredited Asbestos Inspector for materials that contain asbestos; and the removal of the asbestos before renovation, wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed demolition notification from be submitted 10 workings days in advance even if no asbestos is present in the building. Further guidance for regulatory compliance and contact telephone numbers are provided by the brochures entitled Asbestos & Renovation and Asbestos and Demolition. Other environmental issues such as asbestos removal techniques, lead abatement, ground contamination, or unusual site conditions may have EPD regulations that could affect the P nted Name Office Use Only: Project Address: Permit Number: Online Conversion - Sheet metal Conversions http: / /v onlineconversion.com/gaugesheet_metal.htm Thursday December 9, 2010 ElektroPhysik - Gauge Mfg Unit Conversion Coating thickness gauges /gages Standards, Access calculators to convert Anything to calibration, conversion Anything. I Home I Search I FAQ I Message Forum I What's New I Contact Us I Welcome to OnlineConversion.com BookMark Us Sheet Metal Gauge Conversions Select the Gauge of metal: 31 7 Standard Steel in. mm 10.0105 0.2667 Galvanized Steel in. mm 0.0142 0.3607 Aluminum in. mm 0.0089 10.2261 Ads by Google Sheet Metal Steel Gauge Chart Gauge Thickness Gage Did you find us useful? Please consider supporting the site with a small donation. click here for more information Gutters & Sheet Metal Thickness Gauges Residential Gutters Custom Sheet Metal Work Get Info On Thickness Gauges Access 10 www.scottdalemetal.net Search Engines At Once. It may come in handy. Quick Links: ISelect One... Check out our Conversion Software for Windows. Sheet Metal Fabricating Fabricate Sheet Metal Quickly, Accurately, and Economically. Roto - Die.com /SheetMeta Olympia Steel Buildings Steel and Metal Buildings For Less! Price Online or Call 888 - 449 -7756 www.OlympiaBuildings.cc FastEST, Inc. FastPIPE & FastDUCT Duct Estimating Software www.fastest- inc.com 18 Gauge Undermount Sink Premium Quality, 70% Off List Price Free Shipping & Hassle Free Returns www.MySinksAndFaucet; Can't find something? Try searching. 1 of 2 12/9/2010 9:34 AM Application Characteristics Film Thickness Topside finish: Primer (dry) = 0.20 - 0.30 mils; Topcoat (dry) = 0. 70 - 0.80 mils; Reverse side finish: Primer (dry) = 0. 15 - 0.25 mils; Pigmented backer (dry) = 0. 30 - 0.40 mils. Total DFT for system = 0. 90 -1.15 mils. All measurements per ASTM D 5796. Topside Color Controlled to the Master Standard by an approved Color Difference Meter or Spectrophotometer, and by visual match under daylight and horizon light of a Macbeth Daylight Booth per ASTM D 1729. Physical Properties Specular Gloss Determined per ASTM D 523 at a glossmeter angle of 60 °. CERAM-A- STAR@ 1050 systems are typically 35% ± 5 %, but are available in both higher and lower gloss ranges. Pencil Hardness Minimum pencil hardness, per ASTM D 3363, is "F ". Solvent Resistance Passes minimum of 100 double rubs of a MEK soaked cloth, per ASTM D 5402. Cross -Hatch Adhesion No paint removal with Scotch #610 cellophane tape after cross - scoring with eleven horizontal and eleven vertical lines 1 mm apart, per ASTM D 3359. Impact Resistance No visible paint removal with Scotch #610 cellophane tape after direct and reverse impact of 80 -inch pounds, using 5/8" steel ball on a Gardner Impact Tester, per ASTM D 2794. T -Bend Adhesion Per ASTM D 4145, no loss of adhesion when taped with Scotch #610 cellophane tape when subjected to a 2T -Bend. Testing Data Humidity Resistance No blistering, cracking, peeling, loss of gloss or softening of the finish after 1000 hours of exposure to 100% humidity at 100 °F ± 5 °F, per ASTM D 2247. Cleveland Condensing No blistering, rusting or loss of adhesion of the finish after 1000 hours of exposure at 120 °F, per ASTM D 4585. Water Immersion Resistance Samples immersed in distilled water at 100 °F per ASTM D 870 will exhibit no loss of gloss, blistering, cracking, color change or soften- ing of finish after 500 hours. Salt Spray Resistance Samples diagonally scored and subjected to 5% neutral salt spray for 1000 hours, per ASTM B 117, then taped 1 hour after removal from the test cabinet with Scotch #610 cellophane tape, exhibit no blistering, no loss of adhesion and scribe creep no greater than 1/8 ". Chemical Resistance Kesternich Test Accelerated Weathering Exterior Weathering Abrasion Resistance Flame Spread Rating No significant color change after 24 hours exposure to 10% solutions of hydrochloric and sulfuric acids, per ASTM D 1308, Procedure 7.2 (spot test). No significant color change after 10 cycles in a SO2 chamber, per ASTM G 87. 5 Hunter AE maximum color change, and at least #8 chalk rating after 2000 hours exposure, per ASTM G 151 and G 154 using UVA- 340 bulbs. Florida exposure (45° South), 5 Hunter AE maximum color change, per ASTM D 2244, and at least #8 chalk rating, per ASTM D 4214, Method A, after 10 years real -time exposure. Per ASTM D 968, Method A, CERAM -A -STAR@ 1050 passes 35 +/- 5 liters/mil of falling sand. CERAM -A -STAR@ 1050 displays a flame spread classification of A (Class 1) when tested in accordance with ASTM E 84. AkzoNobel Tomorrow's Answers Today www.akzonobel.com /ccna We're the largest global paints and coatings company and a major producer of speciality chemicals. We supply industries worldwide with quality ingredients for life's essentials. We think about the future, but act in the present. We're passionate about developing sustainable answers for our customers. Based in Amsterdam, the Netherlands, we have 57,000 employees working in more than 80 countries - all committed to excellence and delivering Tomorrow's Answers TodayoM. © 2010 Akzo Nobel NV. All rights reserved. "Tomorrow's Answers Today" is a trademark of Akzo Nobel NV. CERAM -A- STAR@ 1050. CERAM -A -STAR@ 950 and COOL CHEMISTRY@ are registered trademarks of an AkzoNobel company KYNAR 5000 is a registered trademark of Arkema HYLARO 5000 Is a registered trademark of Solvay Solews, Inc Energy Star() Is a registered trademark of the EPA Revision Date April 2010 ENERGY STAR Metal Conslnlcllon Association ISO 9001:2008 CER'T'IFIED COMPANY ©©©© M „B ,M y;r7s National Coil Coaling Association 00186_040908 The qualities of CERAM-A-STAR® 1050 The industry's best silicone- modified polyester coil coating system Product Information and Performance Specifications for CERAM-A-STAR® 1050 High - Performance Silicone Polyester Finishes Product Information CERAM -A -STAR® 1050 is a silicone - modified polyester coil coating system designed exclusively for the metal construction industry. Its the industry's best and strongest SMP coil coating system available, offering superior color stability, chalk resistance, fade resistance and gloss retention. It's proprietary resin formulation provides the backbone for this revolutionary SMP system. It's combined with ceramic and inorganic pigments and other enhancements to our award - winning CERAM -A -STAR® 950 system to create the most durable SMP finish available. The two -coat system, using our high - performance primer, provides exceptional durability and offers superior resistance to moisture and UV exposure, with excellent flexibility and abrasion resistance. The unique and highly - durable topcoat provides the best color stability and gloss retention of any SMP product. In fact, the color stability of CERAM -A -STAR® 1050 rivals that of KYNAR 500® and HYLAR® 5000 coatings, while offering excellent resistance to dirt pickup and atmospheric stain. Its scratch - and abrasion- resistance are big bonuses during transit, handling and installation as well — particularly in hot weather. These qualities in particular make CERAM -A -STAR® 1050 an excellent alternative to PVDF coatings in certain applications where hot hardness and handling issues are of concern. CERAM -A -STAR® 1050 represents a level of performance surpassing that of all previous silicone - modified polyester finishes. It closes the performance gap with PVDF as it approaches the long -term results of the higher priced coating — while combining the best technological balance of flexibility and toughness. Field Performance CERAM -A -STAR® 1050 is one component of a total paint system, when applied in accordance to specifications the following field performance can be expected. Vertical Non - Vertical Film 40 years 40 years Integrity Chalk No more than No more than #8 for 30 years #6 for 30 years Fade No more than 5 No more than 7 LE Hunter units AE Hunter units for 30 years for 30 years General System Information CERAM -A -STAR® 1050 is approved for use on the following substrates: Hot - Dipped Galvanized (HDG), Galvalume®, Galfan and Aluminum. CERAM -A -STAR® 1050 is a factory applied finish that is applied through roll coating to properly cleaned and pre - treated first quality substrates, and then oven baked to cure. It is a two coat system, composed of a topcoat over AkzoNobel's High - Performance primer. AkzoNobel Tomorrow's Answers Today CERAM -A -STAR® 1050 COOL CHEMISTRY® Series CERAM -A -STAR® 1050 is also available in our COOL CHEMISTRY® series which contain ceramic infrared reflective pigments. These special pigments are designed to reflect infrared energy while still absorbing visible light energy, thus appearing as the same color yet staying much cooler. When COOL CHEMISTRY® Series paints are used on metal roofing, the result is a sustainable building material that can lower air conditioning costs, reduce peak energy demand, and help to mitigate urban heat island effects. COOL CHEMISTRY® Series versions are available of our high performance coatings for building products. 1.800.294.3361 Mailing Address: PO Box 489 Columbus, OH 43216 Physical Address: 1313 Windsor Ave. Columbus, OH 43211 12/07/2010 13:21 9123931154 DOUGLAS METAL ROOF —'I PAGE 01/02 Douglas Metal & Steei Manufacturer 2141 Broxton Road Douglas, Georgia 31533 www.douglasmetalroofing.com DATE: TO: FAX #: FROM: - 7g4 Time: of Pages: (includes Cover Page) MESSAGE: Telephone (912)393 -1816 Pax (912) 393 -1154 12/07/2010 13:21 9123931154 11;1812009 WED 9:54 RI DOUGLAS METAL ROOFIN PAGE 02/02 UUZ'UUS U.S. Steel Corporatic.i Metallurgical Test Report Fairseid wow FaWleQ AL 38064.059 ORDER: 4C9a$37 -01 PART: GU0142X40,875 8O LOAD: 9MO3439 PC NBA: 6914 - 0142E40.075 GOLD TO: VOrCE: 4s6- 000000 $RIP DATE; 10/391/09 varS Iii: BK19 TO 6OC'i`SLIHS STRRL INDDSTR3:B5 1INV 2625 STS ATM= MIRTH BUSIKBR, AL 35020 SO JTELIM STEEL XNDABTRIRS INC C/O PRJCQA? METALS • H2MINORAM 3399 DORY A7,LISOx $XLVP SURYTOWN, AL 35023 rast, TD: 0111000E11E700 BEAT: 096424 TERT OR MCI IDENT1°TI: K444444 OOTa117$ PROCSOSOR ID: 01X10201+714700 GAOOE; .0142 IN WIDTH; 40.8750 TK LEMOTF: COIL 1 PC 'MO UT: 41060 LDS 0A00E: .3607 RE wIDTH, 1032,22!0 ►ni INPUTS: COIL 2 PC IBIONT: 16426 KOS SPEC: G,LYALUNI CA SON A$r!( A752 -09 CR '30 CLASS 1 APPROVED Sb MXTRA SMOOTH OLBOS3<$2 RZPQEBD PRIME SIDE OUT A550 RSGZIAS SPANGIA OMM MAT OIL USN PICKLE MILO OK -LIMIT 1 YS MIN 60. Xs2 TS 1QN 82. MST =OP: 01 MILL tOSBACTIQN R.A/SN ALSO MAT, =A_ 056424 c..031 MN =,34 P..006 S..O13 RI =.01$ CU■.4 NI =.01 CR =.02 !(0..006 SN ■.033 &L..048 N..006 V..001 8..0004 roI =.002 CR..005 Ch..00 iiB.003 Chemical Bnalyei3 in weight %. TEST RESULT • 094424 Rockwell B v t;:all DIRECT /ON 96 ll LopQitudiA01 VF T2$T MOLT DATA TH18 EEPORT SEALL acre HL REP$4D7C0 OR ALTYRBP WITHOUT THB PRIOR .'MITTEN APARbt"i►L OF tTh ITND STATZO STEEL. 114/$ ME F WAS KANUTACTVIKD Sal ACCOPDAMI WITH TER QUALITY MAxammaNT SYSTRK WEICR COMPLUS WITH ISO PC01 :2000 NO1E01 SPRCZl4 N PRSPARATx0tt AND TESTING PB1tLO53BD IN ACCOPDANCA MITT[ ASIN .85.03, AmTm #646 -00. A9"M 5475 -19. ASTK $343 +01, ASTM 3416.03, ASTM 81019 -04 RY U.S.. STEEL FAIRFIELD t4OB.XS. IF ORDERED :D A C.I.S. Sy xE'ICATION TES SPECINSN PREPARATION AND TESTING IS PEPSOM D TN 4ccoRDANCS wzTN a,z,8. 22201 & 52241 UOINO A NO. $ TEST PZECE BY S:7►VeLB'Y BRIMMC38 DA SF MATERIAL Is ORDERED AS COATED PRQDQCT AND IDEGUIPYED W2TR A w0' =MU PROD'UCIIQli ANK TESTING PBAROAXEP BY DOUBLE G COATIN COMPANY mum. MR. Trus i9 To mTXpY TEAT TER PRODUCT DISCRIB'. l BERM WAS MANUPACTRRrD, US= AND /OR Iti2PSOTID IN ACCORDA3 CS WITS TEM SPICIP'ICATION AND FQ'•",.PILLO magu'AMENETS IN MOCM RSSPNCT. PRBPAPNt BY THE omen OP R.M. 2irASS , QHb7.PSGR, 0,A, ay: ) OXTR: 2,V02/09 10510 BON a. 0 0 0264372020'! 1 0 0 PAM :. OP I 12/07/2010 10:11 9123931154 DOUGLAS METAL ROr I PAGE 01/05 Douglas Metal & Steei Manufacturer 2141 'txoxton Road Douglas, Georgia 31533 www.dougllasmetalroofing.corn DATE: TO: FAX #: FROM: Ro eau Citko Al at-a3� Time: # of Pages: (Includes Cover Page) MESSAGE: Telephoxw (912)393 -1816 Fax (912) 393 -1154 12/07/2010 10:11 912393115d DOUGLAS METAL RO DOUGLAS METAL ROOFING PRODUCT EVALUATION REPORT DOUGLAS RIB Panel 29 GA Evaluator: Terrence E Wolfe, P.E. # 44923 2405 -A 5. Houston Ave., Suite 5 Humble, TX 77395 Validator: George Edmondson, A.I.A 1038 Woodley Road Montgomery, AL 36108 4 PAGE 02/05 12/07/2010 10:11 9123931154 DOUGLAS METAL RO(- I PAGE 03/05 LIMITATi0 SAND CONDITIONS OF USE FOR NON -HVHZ: Maximum Roof Component Uplift Pressure; - 69.25 psf @ 24" 0.C. -138,8 psf el 0.0, Maximum Roof Panel Fastener Spacing; 24 inches o.c. Minimum Roof Slope limitations! 2 :12 Substrate Description; Min. 15/32" CDX Plywood (Existing Construction); 19/32" CDX Plywood (New Construction); Substrate Attachment: Designed by Florida P.E. Vapor Barrier: 30 # Asphalt Saturated organic felt paper in compliance with ASTM 0226, Type 11. Fire Barrier: (Optional)1 /: Georgia Pacific "Dens beck°, or 5/8" water resistant type X gypsum sheathing with treated core and facer, or manufacturer approved equal. pESIGN PROCEDURE: Based on the dimensions of the structure, appropriate loads are determined using Chapter 16 of the FBC for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable negative pressure listed in the load tables, The design professional shall select the appropriate erection deteite to reference In his drawings for proper fastener attachment to his structure. Support framing including the decking must be in compliance with FBC Chapter 23 for wood and Chapter 16 for structural loading. CERTIFICATE OF INDEPENDENNCE;, See upload attachments AUTHORIZED REPRESENTATIVE: Terrence E. Wolfe, RE. FL# 44923 12/07/2010 10:11 9123931154 Reference: 9B- 72.070(4)L F.A.0 jlIANUFACTURI+R: Douglas Metal Roofing 512 Shirley Ave Suite A Douglas, Ga. 31533 (912) 393 -1816 DOUGLAS METAL ROC PAGE 04/05 STATEMENT OF COMPLIANCE WITH THE FOLLQW1NG CODE CRITERIA: Florida Building Code 2001 WI 2003 revisions: Chapter 15: Roof Assemblies Section 1505.3; 1507.5. 1508.4 Chapter 16: Structural Loads Chapter 22' Steel Section 2204 Cold -form Steel Chapter 23. Wood Section 2306; 2309 PRODUCT DESCRIPTION: Douglas Rib 29ga (.015') 36" wide, through fastened, non - structural metal panel over plywood decking. TECHNICAL DOCUMENTATION SUPPORTING COMPLI E STATEMENT_ A. LOAD TABLE OVER PLYWOOD B. DRAWINGS 1. Erection Drawings, Detail sheets D -1 thur D-4, Florida Product Approval prepared by Force Engineering & Testing, Inc. and signed and sealed by Terrence E. Wolfe, P.E.. C. TESTS 1.Test reports by Force Engineering & Testing, Inc, for a) UL 580 -94, per FBC, Uplift Resistance of Roof Assemblies b) UL 1897 -93, per FBC, Uplift Tests for Roof Covering Systems D. MATERIAL CERTIFICATIONS 1. United States Steel ASTM A -653 G90 Grade 80 Sheet Coll, .0144 min coated steel, E. PANEL ANALYSIS @ 1'- 0" o.c. INSTALLATION REQUIREMENTS; See uploaded erection drawings 12/07/2010 10:11 912393115d DOUGLAS METAL ROC 1 PAGE 05/05 DOUGLAS RIB 29 GA. LOAD TABLE OVER PLYWOOD DMR Buildings having a Roof Mean Height_ 20` -0 "; Roof Slope: 2"/12" - 17112" Wind Speeds 110 -140 mph, Exp C, I =1.0, based on FLORIDA aUiLD)NG CODE 2001 SUPER PRO 29 GA. FASTENER SPACING ZONE FASTENER SUBSTRATE WIND SPEED 110 120 130 140 ON cENT R SPACING ON CENTER SPACING ON CENTl`R SPACING ON CENTER SPACPt3 ZONE 1 *9-15 x1" PANEL TITS 16/32' COX/ 19/32" COX 24" 24" 24" 24" ZONE2 49.75x1• PANEL TITE 16/S2" caw 19/3r CDX 24" 24" 12• 12" ZONE 3 59-15 x1 PANEL TiTE 14/42. cow 19/32 COX 12" 12" 12" 12" MOSS MUM 110 fl 0110 112 PA77f911 Note: Dhnerfsbn (e) Is defined es 10 %or the ntantmum width of the building or 40% of the mean height of the roof, whichever le ame9ar, however. (a) cannot be lass than either 4% of the minimum width of the building or 3 feel OOP lInnytti 451 G • a r OF A RJR. "4�+ 12/07/2010 09:11 9123931154 DOUGLAS METAL ROOFIN PAGE 01/09 ltoltPo `SIug4.L tgt1 -E6E (z16) x23 9TI-C6E(ZI6) auogdajai :33VSS3W Wed Jono7 sapnI3UI) :$aged Jo # bggb-OtBL -fib OvAQ :IA10113 :Os :zya woxhi owielawseonop-mivinn ££5I£ aigaoa) 's iSnoa peoI uo}xoan wiz aaxmau3nusT�T y� pala ry ai? ssignoa yY 60/Z0 39 d Douglas Metal Roofing Product Evaluation Report for 29 Ga. D -Rib 36" Wide over 1x4 Wood Puffins Florida Product Approval # 4920.2 -R1 Category: Structural Components Subcategory: Roof Deck Compliance Method: 9B- 72.070(1)(d) NON -HVHZ Enaineer Evaluator: Terrence E. Wolfe, P.E. # 44923 19530 Ramblewood Drive Humble, TX 77338 Validator: Locke Bowden, P.E., FL #49704 9450 Alysbury Place Montgomery, AL 361.17 i,_ vow lifito X1:4 ;, �, 1 C � 11Sif ;�i l r �.. r ..e • STATE of , re . r I; _ , 44 ,- 1.4)4', PZ 4 R L U 744', 00. A �Ad m J. .r - . , . , is 1 of 3 December 20, 2008 NId00�1 1V13W svionoa b5TTE6EZT6 TT :60 0T0Z /L0 /ZT C Product Manufacturer: Douglas Metal Roofing 521 Shirley Av. Suite A Douglas, GA 31533 912-393-1816 Product Description! D -Rib Roof Panel, 29 Ga., 36" Coverage, 3/4" Tail Rib, structural metal roof panel over 1x4 wood purlins. Panel Roliformer. MRS Metal Roliforming Systems 13906 N. Newport HWY Mead, Washington 99021 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2007, Sections 1504.3.2. Documentation Supporting the Compliance Statement: The product has been tested in accordance with: • UL 580 -94 / 1897 -98 by Force Engineering & Testing • Test Report #124- 0004T -07D dated 12 -14 -08 Limitations and Conditions of use for NON -HVHZ: Maximum Roof Component Uplift Pressures: -74.25 psf Q 9 "- 9 " -9 " -9" Fastener Pattern at 24" O.C. Panel Material Standards: Panel Fasteners: Minimum Roof Slope: Substrate Description: Roof Panel Fire Rating: 60/E0 39dd 29 Ga., 0.015" Thick material Grade 80. Panel Material shall comply with FBC 2007, Section 1507.4.3 #9-15 x 1 -1/2" HWH Woodgrip w/ Sealer Washer. Fasteners must be Corrosion resistance per FBC 2007, Section 1507.4.4 2:12. Minimum Slope shall comply with FBC 2007, Section 1507.4.2 and Manufacturers recommendations. Min. 1x4 No. 2 S.P. Wood Purlins at 24" O.C. max attached to framing designed by others . Panel has a Class B fire exposure rating in accordance with FBC Section 1505.3 without added an additional fire barrier. NId0a1 79,13N Sd1Enoa 2of3 t J .ar k ��,tomtits E , ,+�' 4NBC.E.?ro ss 4Q`4' G � Jr S k' .b r - ▪ f A• No. 4!} STATE or !'04•AxORI.�t 417 slo a 0i `r '• ts��� OM December 20, 2008 b5TTE6EZT6 TT:60 0TQZ /L0 /ZT Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the FBC 2007 for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable pressure listed above. The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support decking & framing must be in compliance with FBC 2007 Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for structural loading. Installation Requirements: install the panel system according to the manufacturer's installation instruction. Quality Assurance Entity: Keystone Certifications, Inc: FBC #QUA1824 Certificate of Independence: See uploaded attachments Authorized Representative: Terrence E. Wolfe, P.E. #44923 3 of 3 60/00 39dd NIJOOJ 1Vi3W svlonoa �. �. ,.t CeNS�-S,.°rte. v �. P, •• Ow 1 4 Qi `S. 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LOAD TABLE OVER 1x4 WOOD PURLINS Douglas Metal Roofing Buildings having a Roof Mean Heights 20' -O "; Roof Slope: 2 112" -6 "112" Gable Roof Wind Speeds 90 -110 mph, Exp C, I -1.0, based on FLORIDA BUILDING CODE 2007 D -RIB 29 GA. FASTENER SPACING ZONE FASTENER SUBSTRATE WIND SPEED ZONE 90 100 110 ON CENTER SPACING ON CENTER SPACING ON CENTER SPACING ZONE 1 #9-15 x 1 -1/2' 1x4 WOOD PURLINS 24" 24" 24" ZONE 2 #9-15 x 1 -1/2" 1 x 4 24" 24" 24" ZONE 3 . 119-15 x 1 -1/2" 1x4 PURLOINS 24`' 24" 24" 1) PANEL DESCRIPTION: Y" RIB. MIN. 29 GA., 36" COVERAGE, Ye TALL RIB 2) PANEL ROLLFORMER: MRS ROLLFORMER 3) PANEL FASTENER: (1) #9 -15 x 1- " WOODGRIP W/ SEALING WASHER. 4) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: -74.25 PSF @ 7 -0" O.C.. PRESSURES BASED ON UL 5801 1897 TESTING. 5) FRAMING: MIN. 1X4 WOOD PURLINS, DESIGNED IN ACCORDANCE WITH FBC 2007. STANDARD P TERMI \-,Ie -t5 r I ter *moo* pANEL INQ/ENUAP PATTERN 6 1/2' 2 1/Y , 6 1/2' 2 1/Y • 1/2' 2 1 fY 0 1 /Z' ? 1/2' \-0 -15 y t 1/2' >•OODGRIP 60/60 39 d Gable Not Dimension (a) is defined as 10% of the minimum width of the building or 40% of the mean height of the roof, whichever is smaller, however, (a) cannot be less than either 4% of the ZONE 3 Eave minimum width of the building or 3 feet. S .f Rimidg G.O.A. NId00d 141314 ShcEl0a t'9TTE6EZI6 TT:60 0T0Z /L0 /ZT