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HomeMy WebLinkAbout611 Central Park Dr 12-1589 add guardrailsCITY OF SANFORD MAY 10 2012 BUILDING &FIRE PREVENTION . PERMIT APPLICATION Application No: _ 5 Documented Construction Value: $-15-00, Job Address: CQ�ko j. 'PwL\(- Historic District: Yes ❑ No Parcel ID: Zoning: ' Description of Work: Q bD QDV0j1,0NrzA\ LS �' a OOO( -'ill X11° _0.0 51)96 aTn c- Plan Review Contact Person: QkOMW c 'k X'+_ Title: R0, 41f Phone: ��1' ��'a' ?,�5 Fax: E -mail: 0,4� q-_ ('1'-n Property Owner Information Name �QS��o2ma��e 1P,Ca�� I�JC Phone: (Iml saal'S10 Street: (n \\ CJQ_uk2Qj, Resident of property? : 61 -0 City, State Zip: Contractor Information Name (),r -)VP_ L Phone: Street: City, State Zip: Fax: State License No.: Architect /Engineer Information Name: Phone: Street: ` M\ Fax: City, St, Zip: - <' E- mail: Bonding Company: Address: Building Permit ❑ Square Footage: Mortgage Lender: EW M 604C Address: PERMIT INFORMATION Construction Type: No. of Dwelling Units: Flood Zone: Electrical ❑ New Service — No. of AMPS: Mechanical ❑ (Duct layout required for new systems) No. of Stories: Plumbing ❑ New Construction - No. of Fixtures: Fire Spriulder /Alarm 11 No. of heads: g�, t:�l Altarno'nte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) , I understand that state law requires construction to be done by a licensed contractor and have appaecd for an owner- builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner- builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. I understand that I may build or improve a one - family or two- family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within in 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. (� I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise building It is to ensure that the persons whom 1 persons working on my or residence. my responsibility employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor to serious financial risk for any and materials. I, as an owner - builder, may be held liable and subjected injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is licensed Any on my building who Is not licensed not to perform the work being done. person working must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurange Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 CITY OF SANFORD MAY 10 2012 BUILDING & FIRE PREVENTION ,, I PERMIT APPLICATION Application No: _ ^ , 5 Documented Construction Value: $ I 'Tdo Job Address: Sw br G, Historic District: Yes ❑ No Parcel ID: Zoning: Description of Work: ono QDUO Li )o L1 a' a DOM -'`N 4-P 'q V1 aXn (- Plan Review Contact Person: Q .OMe W Title: (T1VA41F-2V Phone: -7,e65s Fax: E -mail: okui C6'i , rr r m^n Property Owner Information Nance WR�CAZ o 11�Ce. �eklcw(N' 1100 Phone: 3a Street: Resident of property?: lL'0 City, State Zip: Contractor Information Name Phone: Street: City, State Zip: Fax: State License No.: Architect /Engineer Information Name: Phone: qo- 7- 3�a`3g55 Street: 3,%'�'\ �,•, PGfulk/ o,,r� Fax: City, St, Zip. , k'u 1 E -mail: Bonding Company: Address: Building Permit ❑ Square Footage: No. of Dwelling Units: Electrical ❑ New Service — No. of AMPS: Mortgage Lender: 2P' b 1 'V\)3 S CO Address: PERMIT INFORMATION Construction Type: Flood Zone: Mechanical ❑ (Duct layout required for new systems) No. of Stories: Plumbing ❑ New Construction - No. of Fixtures: Fire Spriulder /Alarm ❑ No. of heads: r. CITY OF SANFORD + MAY 10 2012 BUILDING & FIRE PREVENTION .,; PERMIT APPLICATION Application No: Documented Construction Value: $ loo Job Address: (p�\ �t �� �a�,e, f�Q Sq;Jb Historic District: Yes ❑ Noo Parcel ID: Zoning: ' Description of Work: jno LS k q. DOER_ A fy- .m iiA'6 oxn L- Plan Review Contact Person: lak,) W Title: q0 -4412I Phone: Fax: E- mail; Property Owner Information Name ����ocz cc�aNc� `� IQ,Cn� 1NC Phone: Street: Resident of property? City, State Zip: Contractor Information Name Phone: Street: City, State Zip: Fax: State License No.: Architect /Engineer Information Name: Nk` W Phone: Street: a A\ kull j a,,- . Fax: City, St, Zip: - 5ti �(� , �'u -))-,o E -mail: Bonding Company: Address Building Permit ❑ Square Footage: Mortgage Lender: b61 (y\)3 scuk - Address: bQ PERMIT INFORMATION Construction Type: No. of Dwelling Units: Flood Zone: Electrical ❑ New Service — No. of AMPS: Mechanical ❑ (Duct layout required for new systems) No. of Stories: Plumbing ❑ New Construction - No. of Fixtures: _ Fire Sprinkler /Alarm ❑ No. of heads: r .`..'. Sl.�ok'.� Sig Application No: —j �) 1-5 P CITY OF SANFORD MAY 10 2012 BUILDING & FIRE PREVENTION J PERMIT APPLICATION B Y: Documented Construction Value: $ f 'TC0O Job Address: (Q\\ CQ�ko U PaLV_ DD Parcel ID: Historic District: Yes ❑ No o Zoning: Description of Work: 0 Flo CDU u- WN(z<Z \ a. OWL A f P° Q lsau'6 ozo L Plan Review Contact Person: k,)D4 W Title: RO 411, M Phone: Fax: E -mail: di, Property Owner Information Name �2R�bCLC�QNce �2lQ,Co��� I +JC Phone: CiD'1`3aai'Siro0 Street: U\ C.-z u% J. Resident of property? : NO City, State Zip: Contractor Information Name Phone: Street: City, State Zip: Fax: State License No.: Arch itect /Ensgineer Information Name: Street: `�.��� �', QG/L�,� C�v 2• City, St, Zip: 5aS�3M) Bonding Company: Address Building Permit ❑ Square Footage: No. of Dwelling Units: Electrical ❑ New Service – No. of AMPS: Phone: Fax: E -mail: �b r�� / r, coy,--" Mortgage Lender: Pe6 i (N 15 LA Address: PERMIT INFORMATION Construction Type: Flood Zone: Mechanical 11 (Duct layout required for new systems) No. of Stories: Plumbing E! New Construction - No. of Fixtures: Fire Sprinlder /Alarm ❑ No. of heads: Data-: Business or Project Name: Address: City of Sanford Suflding & F Five Plwi Review SC IN11CO F100-s Tel: 407,688-505() Fa^--, 407,688.5051 Permit 9-: ,2 Contact Name: Contact Ph. Plan Roview Informal on Xconstruction ❑ C/O ❑ Fire Alarm ❑ Fire Sprinkler ❑ Hood ❑ Tank ❑ paint Booth Total Feew � <-- E) (fD Application No: CITY OF SANFORD MAY 10 2012 BUILDING & FIRE PREVENTION PERMIT APPLICATION Documented Construction Value: $ Z'Too Job Address: QQ A�kpw -' PWL)C- Parcel ID: 13istoric District: Yes ❑ No 0 Zoning: Description of Work: Q by CDlN_fWNr0, \LS � A. OpoR_ aM L Plan Review Contact Person: Q .pMeW Title: Phone: '- 1- -Ya'a' y6SS Fax: E -mail: aLL1 g: (� Property Owner Information Name i�R�blZCC�0.,�c�p,Cp�r�, I�JC Phone: Street: (n\\ Resident of property? : AJ"D City, State Zip: Contractor Information Name Phone: Street City, State Zip: Fax: State License No.: Architect /Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Building ]Permit ❑ Square Footage: Phone: Fax: E -mail: coy,--" Mortgage Lewder: 2P61iu15 SkJC Address: �-1�-171 PERMIT INFORMATION Construction Type: No. of Dwelling Units: Flood Zone: Electrical ❑ New Service — No. of AMPS: Mechanical 11 (Duct layout required for new systems) No. of Stories: Plumbing ❑ New Construction - No. of Fixtures: Fire Sprinkler /Alarm ❑ No. of heads: BPS02IO2 CITY OF SANFORD 5/10/12 Inspection Inquiry - Results Comments 09:32:16 Parcel Number 28.19.30.510- 0000 -0030 1573 Property address . . . . . . 611 CENTRAL PARK DR Appl, structure nbr . . . . . 12 00001288 000 000 Permit type, seq nbr . . . . BLCA 00 BLDG PERMIT - NEW CONST /ALTER Inspection type, seq nbr STOP 0001 STOP WORK ORDER Inspection status, date INSPECTION COMPLETED 4/03/12 Inspection Results Comments 04/03/2012 06:57 AM 148 PDA Commercial interior alteration with no permit. Rated assembly between warehouse and office has been compromised. Bottom Press Enter to continue. F3 =Exit F12= Cancel www.sunbiz.org - Department of State Home Contact Us E- Filing Services Previous on List Next on List Return To List Events Name History Detail by Entity Name Florida Profit Coraoration PERFORMANCE TELECOM, INC. Filing Information Document Number L51276 FEI /EIN Number 592994864 Date Filed 02/12/1990 State FL Status ACTIVE Last Event AMENDMENT Event Date Filed 10/21/2004 Event Effective Date NONE Principal Address 611 CENTRAL PARK DR SANFORD FL 32771 US Changed 01119/1995 Mailing Address 611 CENTRAL PARK DR SANFORD FL 32771 US Changed 01/19/1995 Registered Agent Name & Address BISCHOFF, LONNY R 611 CENTRAL PARK DR SANFORD FL 32771 US Name Changed: 08/21/2002 Address Changed: 03/23/2009 Officer /Director Detail Name & Address Title P STRINI- BISCHOFF, TAMARA 3244 NIGHT BREEZE LN LAKE MARY FL 32746 US Title VPT BISCHOFF, LONNY R 3244 NIGHT BREEZE LN LAKE MARY FL 32746 US Page 1 of 2 Document Searches Forms Help Entity Name Search Submit http:// www .sunbiz.orglscriptsleordet.exe ?action= DETFIL &inq_doc number= L51276 &inq... 5/10/2012 www.sunbiz.org - Department of State Page 2 of 2 Title S BISCHOFF, LINDA 6097 FEATHER LANE SANFORD FL 32771 US Annual Reports Report Year Filed Date 2010 01/05/2010 2011 03/09/2011 2012 03/08/2012 Document Images 03/08/2012 -- ANNUAL REPORT View image in PDF format 03/09/2011 --ANNUAL REPORT View image in PDF format 01/05/2010 --ANNUAL REPORT View image in PDF format 03/23/2009 -- ANNUAL REPORT View image in PDF format 04/25/2008 -- ANNUAL REPORT View image in PDF format �. 04/27/2007 -- ANNUAL REPORT View image in PDF format �. 04/20/2006 -- ANNUAL REPORT View image in PDF format �. 02/18/2005 -- ANNUAL REPORT View image in PDF format 10/21/2004 -- Amendment View image in PDF format 04/09/2004 -- ANNUAL REPORT View image in PDF format 04/28/2003 -- ANNUAL REPORT View image in PDF format 08/21/2002 -- ANNUAL REPORT View image in PDF format 10/22/2001 -- Name Change View image in PDF format J. 01/26/2001 -- ANNUAL REPORT View image in PDF format 01/29/2000 -- ANNUAL REPORT View image in PDF format 02/22/1999 -- ANNUAL REPORT View image in PDF format j 02123/1998 -- ANNUAL REPORT View image in PDF for 01/14/1997 --ANNUAL REPORT View image in PDF format 03/28/1996 -- ANNUAL REPORT View image in PDF format Note: This is not official record. See documents if question or conflict. Previous on List Next on List Return To List Entity Name Search Events Name History Submit Home I Contact us I Document Searches I E- Filing Services I Forms I Heir) Copyright© and Privacy Policies State of Florida, Department of State http: / /www. sunbiz. org/scriptslcordet. exe ?action= DETFIL &inq_doc_ number= L51276 &inq... 5/10/2012 BXUV.U415 - Fire Resistance Ratings - ANSI/UL 263 Page Bottom Design No. 0415 BXUV.U415 Fire Resistance Ratings - ANSI/UL 263 Design /System /Construction /Assembly Usage Disclaimer Page 1 of 8 • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered as Classified, Listed, or Recognized. Fire Resistance Ratings - ANSI/ UL 263 See General Information for Fire Resistance Ratings - ANSI/UL 263 Design No, U415 March 07, 2012 Nonbearing Wall Ratings — 1, 2, 3 or 4 Hr SysLem A --- I H r. 3 L.W.— "A ijil- or :600 MM 0.(,. —7– - - ---------- % 4 Horizontal sectioa Sys-tern 13 — 2 11r. 3 24 ij;. fir f3o(-} nini Z. 6 140)17.0ntal Se-CUOTI hftp://database.ul.com/cgi-bin/XYV/template/LiSEXT/1 FRAME/showpage.html?na... 4/2/2012 BXUV.U415 - Fire Resistance Ratings - ANSI /UL 263 System C — 2 Hr. Page 2 of 8 Svstem D 2 I-Ir- 3%t 24 iv. nt BOO vwn G-C- .......... . . 71 Y 6 4 Ill -trizcuital Sectiori System E - 2 I-Jr. IF Hurizantal Section -eni 2 Hr. 1 24 In- or WO n= iD.C. 2% 4 B, j-iorizo-ntai hftp://database.ul.corrVcgi-bin/XYVItemplate/LISEXT/1 FRAMEJshowpage-htmi?na... 41212012 BXUV.U415 - Fire Resistance Ratings - ANSI /UL 263 Sv st erg G --- 3 Il r. V Page 3 of 8 Sys ten , I - 4 -t% .; t.3 j i 1. Floor, Side and Ceiling Runners — "J" - shaped runner, min 2 -1/2 in. deep (min 4 in. deep when System C is used), with unequal legs of 1 in. and 2 in., fabricated from min 24 MSG (min 20 MSG when Item 4A, 4B or 7 are used) galy steel. Runners positioned with short leg toward finished side of wall. Runners attached to structural supports with steel fasteners located not greater than 2 in. from ends and not greater than 24 in. OC. "E" - shaped studs (Item 2A) may be used as side runners in place of "]" - shaped runners. 2. Steel Studs — "C -H" - shaped studs, min 2 -1/2 in. deep (min 4 in. deep when System C is used), fabricated from min 25 MSG (min 20 MSG when Items 2D, 4A, 4B or 7 is used) galy steel. Cut to lengths 3/8 to 1/2 in. less than floor -to- ceiling height and spaced 24 in. or 500 mm OC. 2A. Steel Studs — (Not Shown) — "E" - shaped studs installed back to back in place of "C -H" - shaped studs (Item 2) "E" - shaped studs secured together with steel screws spaced a maximum 12 in. OC. Fabricated from min 25 MSG (min 20 MSG when Item 2D, 4A, 4B or 7 is used) galv steel, min 2 -1/2 in. deep (min 4 in. deep when System C is used), with one leg I in. long and two legs 3/4 in. long. Shorter legs 1 in. apart to engage gypsum liner panels. Cut to lengths 3/8 to 1/2 in. less than floor to ceiling heights. 2B. Furring Channels — (Optional, not shown) — For use with single or double layer systems. Resilient furring channels fabricated from min 25MSG corrosion protected steel, installed horizontally, and spaced vertically a max 24 in. OC. Flange portion of channel attached to each intersecting "C -H" or "E" stud on side of stud opposite the 1 in. ►finer panels with 112 in. long Type S or S -12 pan -head steel screws. When furring channels are used, wallboard to be installed vertically only. Not to http: / /database.ul.comkgi -bi /XYV /templ ate/ USEXT11FRAME/showpage.html ?na... 41212092 BXUV.U415 - Fire Resistance Ratings - ANSI/UL 263 Page 4 of 8 be used with Type FRX -G gypsum wallboard, Type RB -LBG (Item 4A), Type Nelco (Item 48) or cementitious backer units (Item 7). 2C. Furring Channels — For use with System I - "Hat" - shaped, 25 MSG gaiv steel furring channels attached directly over the inner layers of wallboard to each stud with 2 in. long Type S pan head steel screws. Screws alternate from top flange to bottom flange at each stud intersection. Furring channels spaced vertically max 24 in. OC. 2D. Steel Framing Members* — (Optional, not shown) — For use with single or double layer systems. Furring channels and Steel Framing Members as described below. Not to be used with Type FRX -G gypsum wallboard, Type RB -LBG (Item 4A), Type Nelco (Item 46) or cementitious backer units (Item 7): a. Furring Channels — Formed of No. 25 MSG gaiv steel. 2 -3/8 in. wide by 718 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board installed vertically only and attached to furring channels as described in Item 3. b. Steel Framing Members* — Used to attach furring channels (Item 213a) to studs (Item 2 or 2A). Clips spaced max. 24 in. OC., and secured to studs with No. 8 x 1 -1/2 in. minimum self - drilling, S -12 steel screw through the center grommet. Furring channels are friction fitted into clips. PAC INTEiRNATIONAL INC — Type RSIC -1. 3. Gypsum Board* — Gypsum liner panels, nom 1 in. thick, 24 in. or 600 mm (for metric spacing) wide. Panels cut 1 in. less in length than floor to ceiling height. Vertical edges inserted in "H" portion of "C -H" studs or the gap between the two 3/4 in. legs of the "E" studs. Free edge of end panels attached to long leg of vertical "]" - runners with 1 -5/8 in. long Type S steel screws spaced not greater than 12 in. OC. When wall height exceeds liner panel length, liner panel may be butted to extend to the full height of the wall. Horizontal joints need not be backed by steel framing. In System I, butt joints in liner panels are staggered min 36 in. Butt joints backed with 6 in. by 22 in. strips of 3/4 in. thick gypsum wallboard (Item 4). Wallboard strips centered over butt joints and secured to liner panels with six 1 -1/2 in. long Type G steel screws, three screws along the 22 in. dimension at the top and bottom of the strips. CGC INC — Type SLX UNITED STATES GYPSUM CO — Type SLX USG MEXICO S A DE C V — Type SLX 4. Gypsum Board* — System A - 1 Hr Gypsum panels, with beveled, square or tapered edges, nom 5/8 in. thick, 48 in. or 1200 mm wide, applied vertically or horizontally, attached to studs with 1 in. long Type S steel screws spaced 12 in. when installed vertically or 8 in OC when installed horizontally. Horizontal joints need not be backed by steel framing. CGC INC — Types AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, ULX, WRC, WRX UNITED STATES GYPSUM CO — Types AR, C, FRX -G, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SGX, SHX, ULX, WRC, WRX, USGX. USG MEXICO S A DE C V — Types AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, ULX, WRC, WRX System B - 2 Hr Gypsum panels, with beveled, square or tapered edges, nom 1/2 in. or 5/8 in. thick, 48 in. or 1200 mm wide, applied vertically or horizontally in two layers. Inner or base layer attached to studs with 1 in. long Type S steel screws spaced 24 in. OC when installed vertically or 16 in. OC when installed horizontally. Outer or Face layer attached to studs with 1 -5/8 in. long Type S steel screws spaced 12 in. OC when installed vertically and staggered 12 in. from base layer screws or 8 in. OC when installed horizontally and staggered 8 in. From base layer screws. Horizontal joints between inner and outer layers staggered a min of 12 in. Horizontal joints need not be backed by steel framing. Vertical joints centered over studs and staggered 24 in. CGC INC — 1/2 in. Type C, IP -X2, IPC -AR or WRC; 5/8 in. Types AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, ULX, WRC, WRX http:Il database. ul. com /cgi- bin/XYVItemplate/LISEXTII FRAMEIshowpage.html ?na... 41212012 BXUV.U415 - Fire Resistance Ratings - ANSI/UL 263 Page 5 of 8 UNITED STATES GYPSUM CO — 1/2 in. Types C, IP -X2, IPC -AR, or WRC; 5/8 in. Types AR, C, FRX -G, IP -AR, IP -XS, IP- X2, IPC -AR, SCX, SGX, SHX, ULX, USGX, WRC, WRX USG MEXICO S A DE C V — 1/2 in. Types C, IP -X2, IPC -AR or WRC; 518 in. Types AR, C, IP -AR, IP -Xi, IP -X2, IPC -AR, SCX, SHX, ULX, WRC, WRX System C - 2 Hr Gypsum panels, with beveled, square or tapered edges, nom 3/4 in. thick, 48 in. or 1200 mm wide, applied vertically or horizontally, secured with 1 -1/4 in. long Type S steel screws spaced 8 in. OC along vertical edges and 12 in. OC in the field when installed vertically or 8 in. OC along the vertical edges and in the field when installed horizontally. Horizontal joints need not be backed by steel framing. Screws along side joints offset 4 in. Requires min 4 in. deep framing per Items 1, 2 and 3. Requires min 3 in. thick mineral wool batts per Item 6. CGC INC — Types IP -X3, or ULTRACODE UNITED STATES GYPSUM CO — Types IP -X3, or ULTRACODE USG MEXICO S A DE C V — Types IP -X3, or ULTRACODE System D - 2 Hr Gypsum panels, with beveled, square or tapered edges, nom 5/8 in, thick, 48 in. or 1200 mm wide, applied vertically or horizontally, attached directly to studs with 1 in. long Type S steel screws spaced 24 in. when installed vertically or 16 in. OC when installed horizontally.. Horizontal joints need not be backed by steel framing. Requires face layer of 1/2 or 5/8 in. thick cementitious backer units per Item 7 and min 1 -1/2 in. thick mineral wool batts per Item 6. CGC INC — Types AR, C, IP -AR, IP -XS, IP -X2, IPC -AR, SCX, SHX, ULX, WRC, WRX UNITED STATES GYPSUM CO — Types AR, C, FRX -G, IP -AR, IP -Xi, IP -X2, IPC -AR, SCX, SGX, SHX, ULX, USGX, WRC, WRX. USG MEXICO S A DE C V — Types AR, C, IP -AR, IP -XI, IP -X2, [PC-AR, SCX, SHX, ULX, WRC, WRX System E - 2 Hr Gypsum panels, with beveled, square or tapered edges, nom 1/2 in. or 5/8 in. thick, 48 in. or 1200 mm wide, applied vertically or horizontally, attached to studs with i in. long Type S steel screws spaced 12 in. OC when installed vertically or 8 in. when installed horizontally. Horizontal joints need not be backed by steel framing. CGC INC — IR in. Types C. IP -X2, IPC -AR; 5/8 in. Types AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, ULX, WRC, WRX UNITED STATES GYPSUM CO — 1/2 in. Types C, IP -X2, IPC -AR; 5/8 in. Types AR, C, FRX -G, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SGX, SHX, ULX, USGX, WRC, WRX. USG MEXICO S A DE C V — 1/2 in. Types C, IP -X2, IPC -AR; 5/8 in. Types AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, ULX, WRC, WRX System F - 2 Hr Gypsum panels, with beveled, square or tapered edges, nom 1/2 in. or 5/8 in. thick, 48 in. or 1200 mm wide, applied vertically in two layers. Inner or base layer attached to resilient furring channels (Item 2B) with 1 in. long Type S steel screws spaced 24 in. Outer or face layer attached to resilient furring channels (Item 2B) with 1 -5/8 in. long Type S steel screws spaced 12 in. OC and staggered 12 in. from base layer screws. Joints between inner and outer layers staggered 24 in. CGC INC — 1/2 in. Type C, IP -X2, IPC -AR or WRC; 5/8 in. Types AR, C, FRX -G, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, ULX, WRC, WRX http: // database. ul.com /cgi- bin /XYV /template /LISEXT /1 FRAME/showpage- html ?na. -. 412/2012 BXUV.U415 - Fire Resistance Ratings - ANSI /UL 263 Page 6 of 8 UNITED STATES GYPSUM CO — 1/2 in. Type C, IP -X2, IPC -AR or WRC; 5/8 in. Types AR, C, FRX -G, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SGX, SHX, ULX, USGX, WRC, WRX. USG MEXICO S A DE C V — 1/2 in. Type C, IP -X2, IPC -AR or WRC; 5/8 in. Types AR, C, IP -AR, IP -XS, IP -X2, IPC -AR, SCX, SHX, ULX, WRC, WRX System G - 3 Hr Gypsum panels, with beveled, square or tapered edges, nom 5/8 in. thick, 48 in. or 1200 mm wide, applied vertically or horizontally in three layers. Inner or base layer attached to studs with 1 in. long Type S steel screws spaced 24 in. OC when installed vertically or 16 in OC when installed horizontally. Middle layer attached to studs with 1 -5/8 in. long Type S steel screws spaced 24 in. when installed vertically or 16 in. OC when installed horizontally. Outer or face layer attached to studs with 2 -1/4 in. long Type S steel screws spaced 16 in. when installed vertically or 12 in. OC when installed horizontally. Screws offset 6 in. from layer below. Horizontal joints on adjacent layers staggered a min of 12 in.. Horizontal joints need not be backed by steel framing. Vertical joints centered over studs and staggered 24 in. on adjacent layers. CGC INC — Types C, IP -X2, IPC -AR, WRC UNITED STATES GYPSUM CO — Types C, IP -X2, IPC -AR, WRC USG MEXICO S A DE C V — Types C, IP -X2, IPC -AR, WRC System H - 3 Hr Gypsum panels, with beveled, square or tapered edges, nom 5/8 in. thick, 48 in. or 1200 mm wide, applied vertically or horizontally, two layers over the flange of the "C" section of the studs, one layer over the flange of the "H" section of the studs. Inner or base layer attached to studs with 1 in. long Type S steel screws spaced 24 in. OC when installed vertically or 16 in. OC when installed horizontally. Face layer attached to studs with 1 -5/8 in. long Type S steel screws spaced 16 in. when installed vertically or 12 in. OC when installed horizontally. Screws offset 6 in. from layer below. Horizontal joints on adjacent layers staggered a min of 12 in. Horizontal joints need not be backed by steel framing. Vertical joints centered over studs and staggered 24 in. on adjacent layers. CGC INC — Types C, IP -X2, IPC -AR, WRC UNITED STATES GYPSUM CO — Types C, IP -X2, IPC -AR, WRC USG MEXICO S A DE C V — Types C, IP -X2, IPC -AR, WRC System I - 4 Hr Gypsum panels, with beveled, square or tapered edges, nom 3/4 in. thick, 4 ft wide (or 1200 mm for metric spacing) wallboard with square or tapered edges. Total of four layers to be used. First and second (inner) layers applied vertically or horizontally over the steel studs. Horizontal joints need not be backed by steel framing. When applied vertically, joints centered over studs and staggered min 24 in., otherwise all joints staggered min 12 in. First layer secured to studs with 1- 1/4 in. long Type S self - drilling, self - tapping bugfe -head steel screws spaced 24 in. OC. Second layer secured to studs with 2 -1/4 in. long Type S self - drilling, self - tapping bugle -head steel screws spaced 12 in. OC. Third layer applied vertically over the furring channels (Item 2C) with a 1 -1/4 in. long Type S self- drilling, self - tapping bugle -head steel screws spaced 12 in. OC. Fourth layer applied vertically or horizontally with 2 -1/4 in. long Type S self - drilling, self- tapping bugle -head steel screws spaced 12 in. OC. When applied vertically, joints to be staggered min 24 in. from third layer, otherwise all joints staggered min 12 in. CGC INC — Types IP -X3, or ULTRACODE UNITED STATES GYPSUM CO — Types IP -X3, or ULTRACODE USG MEXICO S A DE C V — Types IP -X3, or ULTRACODE 4A. Gypsum Board* — (As an alternate to Item 4 Systems A, B, C, D, E, G, H, and I when used as the base layer, For direct attachment only) - Nom 5/8 in. or 3/4 in. thick lead backed gypsum panels with beveled, square or tapered edges, http: / /data6ase u com /cgia�iinwffemplate��t '1�'� (��s" owpage.11inc !Ilae sides�f /2/2612 BXUV.U415 - Fire Resistance Ratings - ANSI /UL 263 Page 7 of 8 studs. See Items 1, 2, 2A, 2B and 2D. Wallboard secured to studs with 1 -1/4 in. long Type S -12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. For Joint Compound see Item 5. To be used with Lead Batten Strips (see Item 9) or Lead Discs or Tabs (see Item 10). RAY -BAR ENGINEERING CORP — Type RB -LBG 4B. Gypsum Board* — (As an alternate to Item 4 Systems A, B, C, D, E, G, H, and I when used as the base layer, For direct attachment only) - Nominal 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1 -1/4 in. long Type S -12 (or #6 by 1 -1/4 in. long bugle head fine driller) steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. NEW ENGLAND LEAD BURNING CO INC, DBA NELCO — "CO, 4C. Gypsum Board* — (As an alternate to Item 4 Systems A, B, C, D, E, G, H, and I when used as the base layer, For direct attachment only) - Nom 5/8 or 3/4 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over 20 MSG steel studs and staggered min 1 stud cavity on opposite sides of studs. See Items 1, 2, 2A, 2B and 2D. Wallboard secured to studs with 1 -1/4 in. long Type S -12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. For Joint Compound see Item 5. To be used with Lead Batten Strips (see Item 9A) or Lead Discs (see Item 10A). Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 in. wide, max 10 ft long with a max thickness of 0.140 in. placed on the face of studs and attached to the stud with two 1 in. long Type S -8 pan head steel screws, one at the top of the strip and one at the bottom of the strip. MAYCO INDUSTRIES INC — Type X -Ray Shielded Gypsum 4D. Gypsum Board* — (As an alternate to Item 4 Systems A. B, C, D, E, G, H. and I when used as the base layer, For direct attachment only). Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1 -1/4 in. long Type S -12 steel screws gypsum panel steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 in. wide, max 8 ft long with a max thickness of 0.14 in. placed on the face of studs and attached to the stud with construction adhesive and two 1 in. long Type S -12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diam by max 0.085 in. thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ- L-201f, Grade "C". RADIATION PROTECTION PRODUCTS INC — Type RPP -LBG 5. Joint Tape and Compound — (Not Shown) Systems A, B, C, E, F, G, H, I Joints on outer layers of gypsum boards (Item 4 and 4A) covered with paper tape and joint compound. Paper tape and joint compound may be omitted when gypsum boards are supplied with square edges. Exposed screw heads covered with joint compound. 6. Batts and Blankets* — Systems A, B, E, F, G, H, I (Optional) — Mineral wool or glass fiber batts partially or completely filling stud cavity. Any mineral wool or glass fiber batt mineral bearing the UL Classification Marking as to Fire Resistance. Systems C & D Min 3 in. (System C) and min 1 -1/2 in. (System D) thick mineral wool baits, friction fitted between the studs and Floor and ceiling runners. THERMAFIBER INC — Type SAFB 7. Cementitious Backer Units* — (System D) — Nam 1/2 or 518 in- thick panels, square edge, attached to studs over gypsum wallboard with 1 -5/8 in. long, Type S -12, corrosion resistant steel screws spaced 8 in. OC and staggered 8 in. from gypsum wall board screws. Joints covered with glass ffiber �mesh tape. Vertical joints staggered one stud cavity from gypsum allbe. 'Dints. H rizon�aljo" a ema �a£e /L gfffA ` r)IBsnojoints � e.html ?na... 4/2/2012 http: / /data6ase.u�.com %g� -p� p P 9 BXUV.U415 - Fire Resistance Ratings - ANSIML 263 Page 8 of 8 UNITED STATES GYPSUM CO — DUROCK Exterior Cement Board or DUROCK Brand Cement Board. 8. Laminating Adhesive* — (Optional, Not Shown) — Used to bond outer layer of Cementitious Backer Units (Item 7) to inner layers of Gypsum Board (Item 4) in System D. ANSI A136.1 Type 1 organic adhesive applied with 1/4 in. square notched trowel. See Adhesives (BYWR) in the Fire Resistance Directory or Adhesives (BJM in the Building Materials Directory for names of Classified companies. 9. Lead Batten Strips — (Not Shown, For Use With Item 4A) - Lead batten strips, min 1 -1R in. wide, max 10 ft long with a max thickness of 0.125 in. Strips placed on the interior face of studs and attached from the exterior face of the stud with two 1 in. long Type S -12 pan head steel screwsr one at the top of the strip and one at the bottom of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ- L -201f, Grade "C ". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 4A) and optional at remaining stud locations. Required behind vertical joints. 9A. Lead Batten Strips — (Not Shown, for use with Item 4C) Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.140 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S -8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S -8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ- L -201f, Grades "A, B, C or D ".. Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 6) and optional at remaining stud locations. 10. Lead Discs or Tabs — (Not Shown, For Use With Item 4A) - Used in lieu of or in addition to the lead batten strips (Item 9) or optional at other locations - Max 3/4 in. diam by max 0.125 in. thick lead discs compression fated or adhered over steel screw heads or max 1/2 in. by 1 -1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards (Item 4A) underneath screw locations prior to the installation of the strews. Lead discs or tabs to have a purity of 99.9% meeting the Federal specification QQ- L -201f, Grade "C ". 10A. Lead Discs — (Not Shown, for use with Item 4C) Max 5116 in. diam by max 0.140 in. thick lead discs compression fitted or adhered over steel screw heads. Lead discs to have a purity of 99.9% meeting the Federal Specification QQ- L -201f, Grades "A, B, C or D ". 11. Lead Batten Strips — (Not Shown, For Use With Item 4B) Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.142 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S -8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S -8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ- L -201f, Grade "C ". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 4B) and optional at remaining stud locations. 12. Lead Tabs — (Not Shown, For Use With Item 4B) 2 in. wide, 5 in. long with a max thickness of 0.142 in. Tabs friction - fit around front face of stud, the stud folded back flange, and the back face of the stud. Tabs required at each location where a screw (that secures the gypsum boards, Item 4B) will penetrate the steel stud. Lead tabs to have a purity of 99.9% meeting the Federal specification QQ- L -201f, Grade "C ". Lead tabs may be held in place with standard adhesive tape if necessary. *Bearing the UL Classification Mark Last Updated on 2012 -03 -07 Questions? Print. this -page Notice of Disclaimer Page Too © 2012 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and /or Listings (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2012 UL LLC ". http:// database.ul.com /cgi- bin /XYV /template/LISEXTl1 FRAME/showpage.html ?na... 4/2/2012