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Home My WebLink AboutLetter - Roof Information , . RECEIVED AUG 1 3 2007 DEPARTMENT OF COMMUNITY DEVELOPMENT NSPECrION SERVICES DIVISION TRANSMITTAL ATIENTION: COMPANY: PHONE: FAX: Allyn Dannhoff Inspection Services DATE: 8/13/2007 PROJECT: LOCATION: 3031 Oregon St - Reroof TRANSMITTAL NUMBER: 1 Weare sending you: Submittals Samples Shop Drawings Change Order Attached Contract Prints 2- Copy of Letter Copies Date Number :Qescription 8/7/07 Correction Notice i 1 1 8/7/07 Underwriters laboratories Inc - Information letter 1 8/13/07 Roof Evaluation Report 1 8/13/07 Fox Cities corrective Action for Item # 4 i These are transmitted as checked: For your use Other F or Review Approval As Requested Remarks: Allyn, here is all of the information and documentation requested, please contact me with questions, and answers. If a permit can be issued use $16,000 for a cost of the work. Thanks Jim Copy To: Signe Phone FAX 920 235 8008 920 235 8700 Fox Cities Construction 4614 Red Fox Road Oshkosh, WI 1/ ... , , to OSHKOSH ON THE WATER Issue Date 8/7/2007 INSPECTION SERVICES DIVISION ROOM 205 DEPARTMENT OF COMMUNITY DEVELOPMENT CORRECTION NOTICE CITY OF OSHKOSH 215 CHURCH AVE PO Box 1130 OSHKOSH WI 54903-1130 Compliance Date 9/6/2007 IMMEDIATELY Compliance No Address 3031 OREGON ST Name I GAMBRINUS ENTERPRISES INC Address 2850 S OAKWOOD RD City OSHKOSH Sent to ~ Owner State Zip Code WI 54904 -6354 Introduction lAn inspection on 8/3/07 revealed the following items to correct. I U Required for Occupancy Occupancy Industrial Code Comm 62.602.2 Compliance No Compliance Date 09/06/2007 IMMEDIATELY he exterior shell of this building shall consist of non-combustible materials. The OSB wall sheeting does not comply with the materials , lIowed ro, lh_ d,,, of oo",truo'oo of , b""dlog. I !Once a method is approved to reroof in compliance with the State Building Code the required permit may be issued. Item # 4 Description 08/07/2007 Last Updated Summary Violations must be corrected and approved within 30 days unless otherwise noted. Call for reinspections prior to concealment and/or occupancy. Upon completing the corrections, the owner/contractor/agent must sign and date at the bottom of this notice and return it to the Inspection Services Division by the Compliance Date of 9/6/2007 Office hours for obtaining permits are Monday through Friday 7:30-8:30 a.m. and 12:30-1 :30 p.m. or by appointment. To schedule inspections please call the Inspection Request line at 236-5128 noting the address, permit number (when applicable), and the nature of Wh~ needs to be inspected. Signature W 5 \... '.J Inspected by: Allyn Dannhoff 236-5045 adannhoff@cLoshkosh.wi.us Date g/K/~/ I / I hereby certify the violations listed on this report have been corrected in compliance with the applicable codes. Print Name Company Signature Date Also Sent to: ~ Bldg U Elec U HVAC U Plbg U Designer U Other U Inspector FOX CITIES CONST CORP 4614 RED FOX RD OSHKOSH WI 54904 - 7784 12981 Page 2 of 2 , . ~ ~ OSHKOSH ON THE WATER Issue Date 81712007 INSPECTION SERVICES DIVISION ROOM 205 DEPARTMENT OF COMMUNITY DEVELOPMENT CORRECTION NOTICE CITY OF OSHKOSH 215 CHURCH AVE PO Box 1130 OSHKOSH WI 54903-1130 Compliance Date 9/6/2007 IMMEDIATELY Compliance No Address 3031 OREGON ST Sent to ~ Owner Name j GAMBRINUS EN}ERPRISES INC Address 2850 S OAKWOOD RD City OSHKOSH State Zip Code WI 54904 -6354 Introduction [An inspection on 8/3/07 revealed the following items to correct. U Required for Occupancy Occupancy Industrial Item # Code 7-8 Compliance No IReroofing has commenced prior to securing the required Building Permit I I Compliance Date 09/06/2007 IMMEDIATELY l I I I I Description 08/07/2007 Last Updated Item # 2 Code Comm 62.2603.4 Compliance No Compliance Date 09/06/2007 IMMEDIATELY Description EPS must be separated from the interior of the building WiN) a 15 minute thermal barrier, unless a method meeting 2603.4.1.5 is approved. 08/07/2007 Last Updated _'~''''''''''''''-~'.-''-'='''''~'~''-'''''''' ._.,~~"c._"",;>"'~-i""'''''''''' ,~"",,,,_,,,>.-~., ~ ~.-,__~_ Item # /~ Description 08/CiJ?2007 J I Last ~ated Code COMM 62.1605 Compliance No Compliance Date 09/06/2007 IMMEDIATELY iStructural data must be presented showing the additional weight from a reroofing system does not exceed the structures load carrying 1 jCapacity. I . I "''''"''''''''~'_'' 12981 Page 1 of 2 ': Udderwriters Laboratories Inod Northbl'OOk Wvlsmn I1LXlfi lL OC(J52<X)OO USA, il~: 1 847 aSCi{) August 7, 2007 GAF Materials Corporation Ms. Beth McSorley Codes manager 1361 Alps Road Wayne, NJ 07470 Subject: File R1306 Regarding Fox Cities Construction - Oshgosh, Wisconsin Dear Ms. McSorley: This has reference to a discussion regarding the addition of a roof covering system over an existing roof deck assembly. The roof deck assembly consisted of metal (steel) standing seam panels secured to steel purlins with 4 inch thick glass fiber batt insulation draped across the purlins to secure the insulation to the underside of the standing seam roof deck. The roof covering system is to consist of 1-1/2 in thick EPS (expanded polystyrene) insulation placed over the flat areas of the standing seam deck, covered with min. %-in G-P Gypsum Corp's DensDeck cover board and a fully adhered 050 mil PVC membrane. The specific issue of concern to a building official involved the acceptance of this assembly with the additional roof cover system based on compliance with the Standard for Fire Test of Roof Deck Construction ANSI/UL 1256. It should be noted that ANSI/UL 1256 was established to evaluate the fire performance of unprotected deck construction with combustible roof cover materials on the top-side. In the above assembly the roof deck is protected on the underside from fire by the glass fiber insulation. Based on this assessment of the revisions to the assembly as described above it is our opinion that the assembly would comply with fire performance requirements specified under ANSI/UL 1256. Very truly yours Reviewed by ~~ /' ~_'_', b7 ,,' ~--.r~' Kenneth Rhodes Senior Staff Engineer Fire Protection Div. Alpesh Patel Senior Project Engineer Fire Protection Div. An indepBndent Ofgailltal Oil wcrkirl{j lor a saler WGr ints;FHy, Oreels on a.nd lin i!logs. , ~',=- . 2603.4.1 - 2603.4.1.10 minutes based on PM 4880, UL 1040 or UL 1715. Combustible concealed spaces shall comply with Section 716. 2603.4.1 Thermal b.arrier not required. The thermGd bar- rier specified in Section 2603.4 is not required under the cOIlditions set forth in Sections 2603A.1.1 through 2603.4. 1.1 2. 2603.4.1.1 Masonry or concrete construction. In a ma- sonry or concrete wall, floor or roof system where the t foam plastic insulation is covered on each face by a mini- mum of I-inch (25.4 nun) thickness of masonry or con- crete. 2603.4.1.2 Cooler and freezer walls. Poam plastic in- stalled in a maximum thickness of 10 inches (254 mm) in cooler and freezer walls shall: 1. Have a flame spread index of 25 or less and a smoke-developed index of not more than .450, where tested in a minimum 4- inch (102 nun) thick- ness. 2. Have flash ignition and self-ignition ~emperatures of Ilot less than 6000F and 8000P (3160C and 4270C), respectively. 3. Have a cbvering of not less than 0.032-inch (0.8 nun) aluminum or corrosion-resii)tant steel having a base metal thickness not less' than 0.'0160 inch (OA nun) at any point 4. Be protected by an automatic sprinkler system. Where the cooler or freezer is within a building, both the cooler or freezer. and that part of the build- ing in which it is located shall be sprinI?ered. 2603.4.1.3 Walk-in coolers. In.unsprinklered buildings, foam plastic having a thickne.ss that does not exceed 4 inches (102 mm) and a maximum flame spread of 75 is permitted in walk,.in coolers or freezer units where the aggregate floor area does not exceed 400 square feet (37 m2) and the foam plastic is covered by a metal facing not less than 0.032-inc):J.-thick (0.81 mm) aluminum or cor- rosion-resistant steel having a minimum base metal thickness of 0.016 inch (OAl nun). A thickness of up to 10 inches (254 mm) is permitted where protected by a thermal barrier. 2603.4.1.4 Exterior walls-one story buildings. For one-story buildings, foam plastic having a flame spread index of 25 or less, and a smoke-developed index of not more than 450, shall be permitted without thermal barri- ers in or on exterior walls in a thickness not rpore than 4 inches (102 mm) where the foam plastic is covered by a thickness of not less than 0.032-inch-thick (0.81 nun), aluminum or corrosion-resistant steel .having a base metal thickness of 0.0160 inch (0.41 nun) and the build- ing is equipped tb,roughout with an automatic sprinkler system in accordance with Section 903.3.1.1. 2603.4.1.5 Roofing. Foam plastic insulation under a roef assembly or roof covering that is installed in accordance with the code and the manufacturer's installation instruc- tions shall be separated from the interior of the building by wood structural panel sheathing not less than 0.47 inch (11.9 mm) in thickness bonded with exterior glue, 8-522 PLASTIC with edges supported by blocking, tongue-and-groove joints or other. approved type of edge ,support, or an e~Ment material. Atli'ertnaI barneiis not required-for foam plastic insulation that is a part of a Class A; B or C roof-covering assemqly, provided the assembiy with the fo;miplastic insulation satisfactorily passes FM 4450-or UL 1250. _. . .. . '.;/, 2603.4.1.6 Attics and crawl spaces..Within an attic or crawl space where entry is made only for service of utili- ties, foam plastic insulation shall be protected against ig- nition by 1,5-inch-thick (38 mm) mineral fiber insulation, 0.25-inch-thick (6.4 mm). wood structural panel, particleboard or hardboard, 0.375-inch (9.5 nun) gypsum wallboard, corrosion-resistant steel having a base metal thickness of 0.016 inch (O.4mm), or other ap- proved material installed in such a manner that the foam plastic insulation is not exposed. The protective covering shall be consistent with the requirements for the type of construction. . 2603.4.1.7 Doors not required to have a fire protection rating. Where pivoted or side-hinged doors are permit- ted without a fire protection rating, foam plastic insula- tion, having a flame spread index of 75 or less and a smoke-developed index of not more than 450, shall be permitted as a core material where the door facing is of metal having a minimum thickness of 0.032~inch (0,8 mm) aluminum or steel having a base metal thickness of notJess than 0.OL6 inch (0.4 m,m) at any point . 2603.4.1.8 Exterior doors in buildings of Groups R-2 or R-3. I:p. occupancies classified as Groups R - 2 or R - 3 as applicable in Section 101.2, foam-filled exterior en- trance doors to individual dwelling units that do not ree quire a fire-resistance rating shall be faced with wood or other approved materials. ( 2603.4.1.9 Garage doors. Where garage doors are per- mitted without a fire resistance rating and foam plastic is used as a core material, the door facing shall be metal having a minimum thickness ofO.032-inch (0.8 nun) alu- minum or 0.010-inch (0.25 mm) steel or the facing shall be minimum 0.125jnch-thick (3.2 mm) wood. Garage doors having facings other than those described above shall be tested in accordance with, and meet the accep- tance criteria of, ANSI/DASMA 107. Exception: Garage doors using foam plastic insula- tion complying with Section 2603.3 in detached and attached garages associated with one- and two-family dwellings need not be provided with a thermal barrier. 2603.4.1.10 Siding backer board. Foam plastic insula- tion of not more than 2,000 Btu/sqft (22.7 MJ/m2) as de- termined by NFPA 259 shall be permitted as a siding backer board with a maximum thickness of 0.5 inch (12.7 nun), provided it is separated from the interior of the building by I).ot less than 2 inches (51 nun) of mineral fi- ber insulation or equivalent or where applied as insula- tion with residing over existing wall consLruction. 2002 WISCONSIN ENROLLED COMMERCIAL BUILDING CODE t Au g, 13. 2007 1:): 4 lAM STRUC RITE DESIGN No,0617 P. 2 217 Wisconsin Ave. Suite 305 Stmc Rite De$i~ me. W2llkesh~; '\\153186 ___ _._ Phone: 262.549-3222 Fax;262.89&207? "'L--"'-_L~-/--,."j/ "7~~// ~I/ ~ ///''''~/~ ~. - ~. ::::::-- ~ . L ROOF EVALUATION REPORT As recl!,Jssted. an evaluation was psrformad for the exist/nQ meta! roof deck an ., I . _ " "he. nel"W"th....nl JC !=n+A-f"n..-ibQO 'n- nffi~ h'li1f-li"""- I..........-.......-a .......... ~n~..c -.r\._~lI..J..-'-_ ~~ "-_L 1___'- ;..:;;~ ......,:;..;.:~~w; H .-.;- ...... ;\._~i-'j ,.;.;;:-. Ii _., _~1;"'''''' "";"Ii.,! let lV\FS1~U Gt ~U~ 1 'y~tt~Ui t O~"f \...f~!!r--.;,U:::HiJ LA,. VUI 54904. The ~^j:;iting fcof ~v5tems of the buildinos consist of mete! stand!na se91TI _.ill ..., U par refs with -4 inch ~,!C~~ fiber battinsi..ditiorl, Tne proposed solution vVQu!d be a roof covering "or,;;;.i.:ti!!" of? 7fW t,'-,l>'k ~1f";:;;!I[l~rl "'1I"y'i:.'''-'r~-fi>:! if"~'U'l""iOr~ <"'MAr TriP. fl''"''I' ...j-........ ,."L - ..,.. . .....":;O.."r.;7 .....~"=" to "'It-....T~. :.I;_l;..li r"-J .,.'L:fI.J!~"'\;O' ...t~ ..:::tU_.l ~v__. ;.1._. ct. \:1 t:;f;;:;;lQ vi tl;~ ex~~tir1C deG~~ with s. min %Jt G~P GVD~um Cor;:1:s n=naD~ck mila!' b~ard and::; 's;'U.II!"Y' - ~ -. '" . ...., '. =-..... - - - - -... -. 1..ll.F ~dhered 050 m~~ PVC m~mbr~n~. TIn._ _oftI....J..r___1 ...~_t...,........ ~.ai-..... ~......L............:_I ...__ _..._1. ._4_-' = :-;!:! ::!:..P-!=t.lVf :-=! W=!~t H C.,Ji lor!~ H ~:::;~~~ ~~~ \'V~~ ~V~~~~l~lw! to compare with the structural load capacity. Originally the office bui!ding$ \\tsfe oonstructed in 1976; 1979; and, 1966. At this ..:_~ ..I..~ ...~_.:~~ ~---_. '---' =- "'_'-1___'- 'A" ---- .t!_. 'n"'; <- h_ """ --f ,...u----t'y "1..,,, grouii...t w m::: U ,0::; ...Il'::;~Ii;;1! :::>nvw jV~t.,.; ill V~ 'MJ::'>II, 1101 \'Va;, IVU! U ..... iJ1:! .:JU 1-'::'. ..... !I =,!! !II... tu ~nn.~v In;;;rl i~ ~~ n~f AffA:- ~nnh;;nn ~h~ ::il'"H"'ir-rnt'ir;;t.: U:t~ ?n07 l;~z.1d f~;:.ti'"\r~ the JIIi~~ian -..-.... .---.- -- :--~. .. ....--. -:-":-..:'.'= .....- -:r.-r'~~"!'oe- t~... SIlt... ! ~_'!::"l.~'"'l t'L"'l.'S.r~~"lV,~: ~a.... SnCtN load is 24.5 pst. The Den:?iD~ck weight i5 1.15 psf, FIve membran8 is 0.29 psf, and tt~~ insu:ation i5 1 ~~1ft3. For th~ finG: insulation thioKileS5 of 2 7/81J; the weight is 0.24 psf. Summing an of the added materiel \lJith tile new design snow !O~d, thIS tc;ital added [Dad becomes 28,18 psf. in conCt_USiOii~ tht' ~ctd]tion.~~ v.j~~ght of roofing JlJaterf;j1 pius me 2007 desIgn snow ICed (26~ 18 psf) do~~ not ~xc:.e8d th~ origina! design load (30 psf). Therefore, the re- ioofing system ~/m be stn.lctural!y sufficient to carry the design ioads. , .. FOX CITIES CONSTRUCTION Corrective Action for i 31 Oregon Street Re-roofing Project tern #4- Roofing company will remove OSB material on the vertical wall nd replace with~" G-P Gypsum Corp's DensDeck cover board and hen apply a fully adhered 050 mil PVC membrane. 4614 Red Fox Road Oshkosh. Wisconsin 54904 920-235.8008 r" 920.235-8700 www.foxcitiesconstruction.com