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Home My WebLink About1903 WRIGHT PL; 360; CB041123; PermitI 0 146d:2p City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB041123 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 1903 WRIGHT PL CBAD TI Sub Type: COMM 2120912200 Lot #: 0 $44,250.00 Construction Type: NEW Reference #: LIBERTY WOODS 1475 SF TI OFFICE TO OFFICE Status: ISSUED Applied: 04/02/2004 Entered By: YK Plan Approved: 04/29/2004 Issued: 04/29/2004 Inspect Area: Plan Check#: Applicant: Owner: WHITE CONSTRUCTION . REALTY ASSOCIATES FUND V L P STE 100 C/O SENTRE PARTNERS 5937 DARWIN CT 225 BROADWAY #1700 CARLSBAD, CA. 92009 SAN DIEGO CA 92101 760-931-1130 Building Permit $326.39 Meter Size Add'l Building Permit Fee $0.00 AddI Red. Water Con. Fee $0.00 Plan Check $212.15 Meter Fee $0.00 Add'] Plan Check Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $9.29 PFF $0.00 Park Fee $0.00 PFF (CFD Fund) $0.00 LFM Fee $0.00 License Tax $0.00 Bridge Fee $0.00 License Tax (CFD Fund) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee $0.00 BTD #3 Fee $0.00 Traffic Impact (CFD Fund) $0.00 Renewal Fee $0.00 PLUMBING TOTAL $0.00 Add'I Renewal Fee $0.00 ELECTRICAL TOTAL $35.00 Other Building Fee $0.00 MECHANICAL TOTAL , $24.00 Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Meter Size Sewer Fee $0.00 AddI Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Red. Water Con. Fee $0.00 Additional Fees $0.00 - TOTAL PERMIT FEES $606.83 Total Fees: $606.83 Total Payments To Date: $212.15 Balance Due: $394.68 1021 04/29/04 0002 01 02 COP 394.68 DATE CLEApwcE__________ SIGNATURE'?_- PERMIT APPLICATION 0 CA CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO.C664 iIZ>3 EST. VAL. 4 zb Plan Ck. Deposit Validated By Date O4/O z/4 (L3k tiO tei-4 UJtjr Address jincl de .Bldci/Suite #J Business Name (at this address) I of'cM1iiaA 8I — Assessor's Parcel # Lot No. --- Subdivision Name/Number Unit No. j-..j% Phase No. Total # of units r%A,J!% Li ,nn..., nnnr, its art Proposed Use CGP 212.15 'SQ. FT. #of Stories # of Bedrooms # of Bathrooms __________ 2s La1LCPv,'9c 6W7 j 7t Address City Stae!Zip — Telephone # Fax # .- Co -......... .. . .... IM AJJ ojjjr Agentfnti actcr O r gjrer QL y\ thr a uijin.14(o- (hticacJ , CI 9OL ' (713-j,o Name Address City State/Zip Telephone # PPPERTY OWNER TTTTT - TTT TT ç. v in X sA . QL Name Address City State/Zip Telephone # -. . (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to Construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or-that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a per it subjects the a licant t a civil penalt of no ore n five hundred dollars $5001). iv\-e fl'triiriàn,C4-e 9ul jnuJ3IOO ar CPq23 fi.3J-IL3o Name Address City State/Zip Telephone # State License # C4. i5/3 License Class City BusineLicense # (2O2,3 NE Lt\a nr t. S\. k L\eiik 1.&'7 95 o-'7 Design r Name-.. Address - City State/Zip" Telephone State License — Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: C1 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the LaborCode, for the performance of the work for which this permit is issued. .. I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's co ns ion in uranc r and licy number are: . Insurance Company Policy No.L//r _7 (ib '.4'106/ Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIt IS FOR ONE HUNDRED DOLLARS ISlOOl OR LESS) CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. - WARNING: FaiIuoto secure workers' compensation coverage is unlawful; and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ( 100,000). in a ition to the cost of compensation, damages as provided for in Section 3706 of th Lor 10de. interest and attorney's fees. SIGNATURE )ct4-d . DATE ________ WUI1.DER DEI I hereby affirm that I am exempt from the Contractor's License Law for the following reason: I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Coda: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold withinoneyear of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and Contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section Business and Professions Code for this reason: . I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name / address I phone number / contractors license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address / phone number / contractors license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address / phone number / type of work): PROPERTY OWNER SIGNATURE . DATE -- Tfl -i Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the 'Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. - 18C6N8TRU61ION LENDING AGENCY ' I hereby affirm that there is a construction lending agency for, the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME -. LENDER'S ADDRESS_______________________________________________________ r9 - .CERTIFICATION L.-- '..J! I certify that 'l have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws' relating to building construction. I hereby authorize representatives of the Cit' of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and became null and void if the building or work -. authorized by such permit is not commced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is comme ed for a period of 180 days (Section 106.4.4 Uniform Building Code) -APPLICANT'S SIGNATURE/r1e1, - DATE -r1i2 /6(-'/ - ' ITE: File YELLOW: Applicant PINK: Finance - of Name List 1- Permit-Type From the following list, determine the permit-type that best describes the work you propose to do. Please put the code of that permit-type in the blank at the top of the page on the front of this application. Residential permits (only) also require the identification of the structure-type to be associated with the permit. Choose a structure-type from 'List 2 - Structure-Types' and put its code in the appropriate blank on the front of this application. Residential Permits Code Description APT Apartments - new construction. CONDO Condominiums - new construction. CVNNR Conversion. Convert all or a portion of a non-residential building to residential use, creating one or more new residential units. CVNRN Conversion. Convert one or more residences in a building to non-residntia1 usage. CVNRR Conversion. Increase or reduce the number of dwelling units in a residential structure through interior modifications (i.e.: a four bedroom house converted to a duplex, with 2 bedrooms each). DEMO Demolition permit. (Also specify type of structure from List 2). DUP Duplex- new construction. MOHO Mobile home, renovation, repair, or addition of accessory structure not yielding a new living unit. MOHON Mobile home, pre-fabricated house, or trailer installed (plumbed, wired) in a mobile home park (see distinction from single-family residence, below). RAD Residential addition/alteration, creating no new dwelling unit(s). RREISSUE Residential permit re-issue. RREPAIR Residential building repair. Damage, fire, etc. RREPLACE Residential building replacement (no additional units). SFA Single-family, attached - new construction. A one-family house attached to one or more other houses, with one or more common walls extending from foundation to roof at, or forming, a lot line. Has own plumbing and heating system (e.g.: townhouse, row house, half-plex) SFD Single-family, detached - new construction: A one-family house with open area on all four sides. May have an attached or detached garage, or a business. May be a detached 'granny flat'. May be a mobile home or trailer on an individual lot, but not in a mobile home park. Non-Residential/Accessory Permits Code Description COM Commercial structure, new construction. CREISSUE Commercial permit re-issue. CREPAIR Commercial building - repair. Damage, fire, etc. CREPLACE Commercial building - replacement. CT! Commercial tenant improvement. DEMO Demolition permit. ELEC Electrical permit, for electrical work only. HOTEL Hotel or motel (including Managed Living Unit hotel) - new construction. HOTELR Hotel renovation. INDUST Industrial structure, new construction. 111 Industrial tenant improvement. MECH Mechanical permit, for mechanical work only. MISC Miscellaneous. Use only if proposed work doesn't fit another activity type. PATIO Patio and/or deck. PLUM Plumbing permit, for plumbing work only. POOL Gunite pools and spas. RETAIN Retaining wall permit. SIGN Sign construction/installation permit. SOLAR Solar energy system installation permit (specify structure type to be served). SPA Factory-made or Gunite. List 2 - Structure-Type (Use with Residential Permit Only) From the following list, determine the type of residential structure that best describes the structure on which you will be working. Please put the code of that structure-type in the appropriate blank at the top of the page on the front of this application. Code Description SFA Single-family, attached. A one-family house attached to one or more other houses, with one or more common walls extending from foundation to roof at, or forming, a lot line. Has own plumbing and heating system (e.g.: townhouse, row house, half-plex). SFD Single-family detached: A one-family house with open area on all four sides. May have an attached or detached garage, or a business. May be a detached granny flat. May be a mobile home or trailer on an individual lot, but not in a mobile home park. MF2-4 Multi-family, 2 to 4 units. A residential structure on a single lot, containing two, three, or four dwelling units. Units may share master heating, plumbing, or electrical service (e.g.: duplex, triplex, quad-plex). MF5+ Multi-family, 5 or more units. Same as MF2-4, except the building has a t least five attached units on the same lot. Lf!j 1obile home, pre-fabricated house, or trailer installed (plumbed, wired) in a mobile home park (see distinction from single-family residence, above). City of Carlsbad Bldg Inspection Request - For: 08/11/2004 Permit# CB041123 Inspector Assignment: TP Title: LIBERTY WOODS 1475 SF TI Description: OFFICE TO OFFICE Type: TI Sub Type: COMM Phone: Job Address: 1903 WRIGHT PL Suite: Lot 0 Location: APPLICANT WHITE CONSTRUCTION Owner: REALTY ASSOCIATES FUND V L P Remarks: card on hallway side of the door Total Time: Inspector: Requested By: JOHN Entered By: CHRISTINE CD Description Act Comment 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Associated PCRs/CVs PCRO1018 ISSUED CORNERSTONE CORP CENTRE SPEC; ADDING OFFICES TO ORIGINAL SAME SF Inspection History Date Description Act Insp comments 07/20/2004 89 Final combo co TP NEED RATED DOOR & FRM LABLED 07/19/2004 89 Final Combo NS TP 07/13/2004 14 Frame/Steel/Bolting/Welding AP RB T-BAR SYSTEM 3RD FLR 07/13/2004 24 Rough/Topout WC RB 07/13/2004 34 Rough Electric AP RB CEILING 07/13/2004 44 Rough/Ducts/Dampers CA RB EXISTING 07/09/2004 84 Rough Combo CO RB STOP/ SEE NOTICE ATTACHED 06/14/2004 17 Interior Lath/Drywall AP TP WALLS 06/10/2004 17 Interior Lath/Drywall AP TP 06/08/2004 14 Frame/Steel/Bolting/Welding AP TP ? ON 1 H TUNNEL CElL (T-GRID) 06/08/2004 34 Rough Electric AP TP City of Carlsbad Final Building Inspection Dept:Büilding Engineering Planning CMWD St Plan Check #: Date: 07/19/2004 Permit #: CB041123 Permit Type: TI Project Name: LIBERTY WOODS 1475 SF TI Sub Type: COMM OFFICE TO OFFICE Address: 1903 WRIGHT PL Lot: 0 Contact Person: JOHN Phone: 7608016248 Sewer Dist: CA Water Dist: CA Inspecte; 4. /2 Date 7/ / By: Inspected: //7/O7 Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Comments: EsGil Corporation In Partnership u'itli Government for BuiCtuing Safety DATE: 4/13/04 o AP LICANT 0 JURIS. JURISDICTION: Carlsbad O PLAN REVIEWER O FILE PLAN CHECK NO.: 04-1123 SET:I PROJECT ADDRESS: 1903 Wright Place, Suite 360 PROJECT NAME: Liberty Woods Office Expansion TI U The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. LI The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. LI The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted or recheck. The applicant's copy of the check list is-enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: U Esgil Corporation staff did not advise the applicant that the plan check has been completed. LII Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person U REMARKS: City to field verify that building access and existi St rooms comply with the current disabled access standards. By: Chuck Mendenhall Enclosures: Esgil Corporation E] GA LIMB EIEJ Ljpc 4/6/04 tmsmtLdot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 04-1123 4/13104 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 04-1123 PREPARED BY: Chuck Mendenhall DATE: 4/13/04 BUILDING ADDRESS: 1903 Wright Place, Suite 360 BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: V -1HR BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) TI 1475 City Est 44,250 Air Conditioning Fire Sprinklers TOTAL VALUE 44,250 Jurisdiction Code Icb IBY Ordinance I Bldg. Permit Fee by Ordinance f] Plan check Fee by Ordinance I V I I $326.391 I $212.151 Type of Review: D Complete Review Structural Only El Other [1 Repetitive Fee Repeats LI Hourly J Hour * Esgil Plan Review Fee Comments: I- $182.781 Sheet 1 of 1 macvalue.doc PLANNING/ENGINEERING APPROVALS PERMITNUMBERCB f DATE___________ ADDRESS S /7il3 iK(6(-fr PL/1C RESIDENTIAL RESIDENTIAL ADDITION MINOR • S PLAZA CAM1NO REAL (<$10,000.00) CARLSBAD COMPANY STORES VILLAGE FAIRE • COMPLETE OFFICE BUILDING OTHER S PLANNER ENGINEER DATE DATE flnMIornflifl cnnnpørinn Lnnrnu Carlsbad Fire Department 041123 1635 Faraday Ave. Fire Prevention Carlsbad, CA 92008 (760) 602-4660 Plan Review Requirements Category: Building Plan Date of Report: 04/22/2004 - Reviewed by: Name: Penne Horn Address: 8160 La Jolla Shores Drive City, State: La Jolla CA 92037 Plan Checker: Job #: 041123 Job Name: Liberty Woods Bldg #: CB041123 Job Address: 1903 Wright Place Ste. or Bldg. No. - Approved The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. E Approved The item you have submitted for review has been approved subject Subject to attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. - E Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. Review 1st _________ 2nd _________ 3rd Other Agency lD FD Job # 041123 FD File # Jun 07 04 11:09a Thomas Acoustic, Inc 760-597-9102 p.6 J REPORT TM ER-2244 Reissued September 1. 2002 IC SO Evaluation Service, Inc. • 5360 Workman Mill Road, Whittier, California 90601 www.icboes.org Filing Category: SUSPENDED CEILINGS DONN AND SIMPLICITEE NONRATEDAND FIRE-RATED EXPOSED AND CONCEALED CEILING SUSPENSION SYSTEMS USG INTERIORS, INC. 125 SOUTH FRANKLIN STREET CHICAGO, ILLINOIS 60606 1.0 SUBJECT Dorm and Simphcitee Nonrated and Fire-Rated Exposed urid Concealed Ceding Suspension Systems. 2.0 DESCRIPTION 2.1 General: The suspended ceding system members described in this report are used in -rated and nonfire-rated, direct-hung ceiling assemblies. The systems complywiti the minimum requirements of U6C Standard 25-2, a, referenced in Footnote I of Table 25-A of the 1991 Unifomi Building Code (UBC) and Sections 803.8.1.1, 1621.2.5 and 2506.2.1 of the 2000 Intematione1 Building Cod.5 (IBC). 2.2 Donn DX and Simplicltee SOX Nonrated Suspended Ceiling Systems; The Dorm DX and SOX concealed or ex posed nonfire-ra led grid systems consisting of Donn DX and SOX main tees and Dorm DXD, DX and SOX crass toes are designed to support approved acoustical itorior finish tiles. The main and cross tees consist of roll-formed, inverted-toe sections with a lower flange width of inch. The depth and niotal thickness of the main and cross toes are noted in Table I. The DX and SOX cross tees are identical to DXD cross tees except for an offset end connection versus a butt cut end. All members are supported with No. 12 gage galvanized wire at the maximum spans indicated in Table 1. 2.3 Dunn DXL and Simpticitee SDXL Suspended Two- hour Fire-fated Exposed Floor-ceilIng System: The DXL and SDXL systems conslstof a bulb tee with 'I- inch wide lowerflange and main and cress-tee sizes shown in Table 1. The main toes are epucod 4 feet on center and cross tees 2 foot on center. The main tees are s.ipportod 48 inches on center with No. 12 gage galvanized steel wires, Additionally. the same wireesupportthe tourcorners of light fixtures and atthe center of each cross tee adjacent to the fixtures and sir outlet ducts. The -structural framing system consists of a WS x iS minimum steal beam that supportsa minimum No. l8gage 1I-inch-deepsteel deck with flutes spaced 6 inches on center. The deck is welded to supports at 12 inches on center with welded or button- punched seams spaced 38 inches on center. Cellular steel decks may also be used. The decks are covered with normal-weight concrete having a minimum compressive strength of 3,500 psi to a thickness of 2'/2 inches over the top flute. Approved recessed 2-foot-by-4-foot light fixtures may be used in the ceding when spaced up to 16 square feet per 100 square feet of ceiling area. Approved air duct openings with approved damperswith a maximum opening dimension of 12 inches may be used in the coiling, provided they are spaced up to 113 square inches per 100 square feet of ceilingarea. The lay-in acoustical material Is USG Interiors, Inc., S4l rich-thick Type GR(s) nonperforatad tile. The acoustical material is also used for protection at recessed light fixtures and consi,ts of a tiree-sided enclosure cut to provide a 1-inch clearance around the fixture, The pieces are held togetherwith three Gd nails on each side. Light fixtures located below or adjar.ent to a beam must have an additional piece of acoustical material laid on top of the enclosure. Holddown clips spaced 2 feet on center are used to anchor the acoustical material. The overall assembly depth is 24'I inches. The restrained and unrestrained rang of the assembly is two hours. The unrestrained beam rating is four hours. See Table 1 for allowable loads. 2.4 Donn DXL and Slniplicitee SDXL Suspended One- hour Fire-rated Exposed Roof-ceiling System: The DXL and SDXL systems consist of a bulb tee with - inch wide lower fian9e and mein and cross-tee sizes shown in Table 1. The main tees are spaced 4 feet on center and cross tees 2 feet on center. The main tees are supported 48 inches on center with No. 12 gage galvanized steel wires. Additionally, the same size wIres support the four corners of light fixtures and at the center of each cross tee adjacent to the fixtures and air outlet ducts, Approved recessed 2-foot-by-4-toot light fixtures may be used in the ceiling when spaced up to 24 square feet per 100 square feet of ceiling area. Approved air duct oponinge with approved dampers may be used in ceilings that have a maximum opening dimension of 30 inches, and these are spaced up to 576 square inches per 100 square loot of ceiling area for steel ducts. The lay-in acoustical material is USG Interiors, Inc.. cli.1nchthi0k Type GR-1 nonperforated tile. The acoustical material is also used for protection of recessed light fixtures and consists of a three-sided rectangular enclosure out to provide a 14nch clearance around the fixture. The pieces are held together with three Sd nails on each side. Light fixtures located below or adjacent to a beam must have an additional piece of acoustical material laid on top of the enclosure. The overall assembly depth is 24 inches. The restrained and unrestrained assembly rating is one hour. The roof consi.s of minimum No. 22 gage (0.020 inch thick) 1-inch-deep galvanized steel deck, with 1-inch-wide flutes 3'I inches on center. Steel Joists, 10 inches deep, are spaced 48 inches on canter. Decking is secured to the .u', nor,, r ,,,nf,('d .7, purrno.g .,.. 11,1k, o, irov odr ouributs., wt sc,flroily addre,:eU o.'r or, if,y it his construed as a,, n' ,.u,nrnl o/th, ..4.jrl of,),,. o'pori or a rpn.,a.,f.7.)dhlt.MJ),P 15 1120. it no a,,r,m,, by=o y 01ua5oa r,'nar. I,w.. .,qI.7iI Or ,ir to a.fl,,!;np or ,.sh. .*iiit,' in l);, ..porl, 00,, many pfu.!ott t.o.'.'red 0). skr Copyright it 2002 Page lof 7 Jun 07 04 11:10a Thomas Acoustic, Inc 760-597-9102 p.8 Page 2 017 ER-2244 joirtc with '/,-inch-diameter puddle welds through weld washers at 12 inches an canter. United Stati's Gypsum Company Type SCX gypsum wallboard, 4 feetwide and '18 inch thick, is placed with the long dimension perpendicular to the deck. Board end joins must be staggered one foot minimum from adjacent courses. A layer of vinyl vapor barTierie laminated overthe weilboard. One or more layers of mineral siid fiber Insulation boards comprise the roof insulabon. The boards are minimum 24 inches by 48 inches, by 1 Inch thick. The first layer is placed perpendicular to the gypsum sheathing with and joints staggered 2 teat minimum from adjacent courses. Subsequent insulation board layers must have all joints staggered from adjacent layers 12 inches minimum. The first two layers are secured through the gypsum sheathing into the decking with mechanical fasteners. Additional insulation board layersara adhered with hotasphult or coal tar pitch at a rate not exceeding 26 pounds per square. A Class A. 8 or C built-up roof covering is applied over the insulation. The suspended grid system is hung by No. 12 gage galvanized steel wires, 48 inches on center, tied to main runners ind bottom chord of joists. The ceiling must be suspended a minimum V24 inches t&ow the bottom of the roof deck and 12 inches minimum below joists. 2.5 Dorm DXL and SimpUcitee SDXL One-hour Fire- rated and Concealed Suspended Ceiling Systems with Stabilizer Bare: Those systems support an approved 'Is-inch--thick. 12-inch square nonventilating acoustical mineral We with kerfed edges. Hoiddown clips are usod for each tile around the perimeter. The galvanized steel DXL24 or SDXL24 main tee and 0XL424 or SDXL424 cross-tee framing members support 2-1oot-by-4-foot approved recessed light fixtures having slotted air openings on each side for 3414-inch-long- by-i '/4-inch-wide air boots All air boots are provided with approved lire dampers, The stabilizer bars oppose the cross tees that support the long edge of the light fixtures and are connected to the main tee. Light fixture framing members are supported at each corner of the fixture and at midsparr of the cross tees along the long edge of the fixture. Hanger wires are No. 12 gage galvanized steel. All main runner's are supported with the hunger wires at 48 inches on center, exceptat light fixtures where the supports are at the fixtire corners. For additional support and installation details, see Figure 1. All light fixtures are protected above by a rectangular-shaped box consisting of V8-inch thick approved mineral fiberboard. Each side of the box is fastened to the top with four 7d coated nails. The structural framing system consists of open web steel joiift spaced at 24 Inches on center and Supported by steel beams. The top and bottom of the joite are braced with '/,-inch-diameter steel bars spaced at 7 feat on center and welded to each joist Expanded 3.4- pound '1-inch-ribbed metal lath is placed over the joists with ribs transverse to the joists. Normal-weight concrete with 28-day compressive strength of 3.000 psi and an average thickries of 2/4 inches is placed over the metal lath The entire assembly is 2111, inches deep, including the ceiling and concrete. The approved light fixtures may be 16 square feet maxImum per 100 square feet of ceiling area. See Table 1 for allowable loads, 2.6 Donn ParaInneTe Linear Metal Ceiling Systems: This is a suspended ceiling consisting of 31I.4-inch-wide channel-shaped Paraline pens of 0.015-Inch to 0.021-inch steal or 0.018-inch to 0.024.4nch aluminum that are snap- looked to the bottom of DXP or DXLP paralok main toes. The system may be used as the following nonrated assembly or two-hour and three-hour fire-rateda sum blies. See Table I for allowable loads. 2.61 Nonfire-rated Systems: The systems consist of the DXP bulb-shaped main tees and DX cross tees with construction similar to the fire-rated systems, except main tees are spaced at 48 inches on center and no acoustical board is required. One-to-two-Inch-thick black fiberglass insulation may be used on top of the metal pans. 2.6.2 Two-hour and Three-hour Restrained or Unrestrained Assembly: This consists of the D)(LP inch-deep bulb-shaped steelmin LeeS spaced at48 inches on center with 1'/2-inch-deep, DXL steel cross tees spaced at 24 inches on canter, suspended by No. 12 gage galvanized steel hanger wires, 19 inches below minimum No. 20 gage fluted, or No. 22/22 gage cellular, V/.-Inch- deep steel decks. The decks shall have 31/,-inch-wide flutes spaced at 6 inches on center. Allowable loading on the steel decks must be based on noncomposita design. When the deck is covered with 2'1-inch-thictc 4,500 psi normal-weightconcretn, the assembly haszt two-hour fire- resistive rating, and with 3'/,,-inch-thick concrete, a three- hour fire rating. The steel decks are supported by a minimum WB x 15. The hanger wires are spaced a maximum of 48 inches on center along each main runner adjacent to intersection with cross Lees; at the four corners of grid modules containing light fixtures 3ndlor air boots, main runners at all four corners of air boots: at center of all cross toes located adjacent to and parellel with wells: and within 6 inches of each main runner splice location. The following tight fixtuies may be used individually or mixed: Nominal 24-inch-by-48-inch fixtures spaced so that the area does not exceed 20 square feet per 100 square feet of ceiling area. Nominal 9-inch-by48nch fixtures spaced so that the number offixtr.ias does not exceed nine per 200 square feet of ceiling area. Nominal 5-inch-by-484nch fixtures spaced so that the number of fixtures does not exceed six per 100 square feet of ceiling area, Nominal 4-foot-long Donn Corporation air boots with 6- inch-diameter inlet may also be used in the system. Spacing 01 air boots shall not exceed one per 100 square foot of ceiling area. All light fixtures must be completely enclosed with inch-thick Type GR(s) acoustical boards manufactured by USG Interiors. Inc.. that are held together with three Gd nails on each side. The some acoustical board. 24 inches by 48 inches, is laid in between all cross tees and main runners. Holddown clips are placed over the cross tees symmetrically at 2 feet on canter. Access clips may be used in lieu of holddown dips where required, The Peraline plain or perforated metal pens Types PSS, PSR, PSSP and PSRP (steel units) may be used for tho two -hour or three-hour fire ratings. The Types PAR. PAS and PARP (aluminum pens) are for use only with the two- hour firs rating. 2,7 Donn DXF, DXFF, DXFH and OXFFH Flnollne Nonrated Systems: The Donn Flnelirie suspension systems are manufactured from No. 21 gage commercial quality cold-rolled propainted Jun 07 04 11:09a Thomas Acoustic, Inc 780-597-3102 p.S Page 3of7 ER-2244 steel with a base metal thickness of 0.014 inch. The Finelirte sections are roll-formed into an inverted-tee shape 1 "I,, inches high, with a 'I4'4nch..by-1/-inch bulb section at the top. A No. 27 gage (0.014 inch base metal thickness) reinforcement strip, knitted to the inside of the bulb, is provided for use in the DXFH and DXFFH heavy-duty ceiling systems. The face ibex-shaped, 'l inch high,'/,, inch wido and has a '14.inch or 'I8-inch opening between the horizontal exposed 1e flanges. All members are supported with minimum No. 12 gage galvanized steel wire for maximum loads and spans indicated In Table 1. The Finelina main tees are available in lengths up to 12 feet and are joined by an integral reversible Splice with Interlocking tabs. To accept the intersecting cross tee, the main tee is notched at 24 or 30 inches on center, with the first notch 12 inches in from each end. The Fineline eroasteesare assembled with a high-tensile steel and clinched to the body of the tee. The tees have mitered ends and are notched at the centerline to accept intersecting tees. Cross tees are 48 inches tong with a notch at the center br 24-inch-by-24.-inch modules: 50 inches long for 30-inch-by-04rch modules: 24 inches or 30 inches long for two-di ractional systems. The Finalirie suspension systems can be installed in two- directional patterns using main runners 144 inches long and 18-or 50-inch cross tees perpendicular to the main tees and 24-or 30-inch cross tees perpendicular to the 48- or60-inch cross tees and parallel to the main runners. 2.8 Donn OXLF Fin dIne One-hour Fire-rated Floor. ceiling System: The Donn Finetirie suspension system is designed to support acoustical panels in one-hour fire-resistive floor- ceiling assemblies as noted in Figure 2. The main runners, 4-foot-long cross tees and 2-1oot-long cross tees are designated DXLF-29, DXLF-429 and DXLF-229, respectively. The overall depth end thicknessofthe runners and cross toes are described in Table 1. 2.9 Dorn DXIF Finellne One-hour Roof-ceiling Fire. rated System: The some framing members descnbed in Section 2.6 of this report may be used as part of a one-hour fire-resistive restrained rool.ceiling assembly described as follows-. The main runners are spaced 1 feet on center. Cross tees, 4 feet long are spaced 2 feat on center inserted into main runners. Cross tees 2 tent long are inserted perpendicular to the 4-foot cross tees and spaced 2 feet on center To provide 24-inch by 24-inch modules. Coiling panels are USG Interiors, Inc., CR-i(s) perforated, with dimensions of 24 inches by 24 inches by I4 inch thick. Panels atwalls are supported by No. 28 gage ateel angles with 134-inch and S/jflch logs. The roof consists of minimum No. 22gage, 11/finch-deep galvanized steel deck. with flutes at 6 Inches on center. Steel joists, 10 Inches deep, are spaced 48 inches on center. Decking is secured to the joists with '1,-inch- diametor puddle welds through weld washers at 12 inches on center. Wter-resistant core gypsum sheathing. 4 feet wide and si, inch thick, is placed with the long dimension perpendicular to the deck. Board end joinmust be staggered 1 footmlnlmurn from adjacent courses. Optional mineral and fiber insulation boards manufactured by Manville comprise the roof Insulation, The boardeare minimum 24 inches by 48 rchec by 1 inch thick. The first leycris placed perpendicular to the gypsum sheathing with end joints staggered 2 feet minimum from adjacent courses. Subsequent Insulation board layers must have all joints staggered from adjacent layers 12 inches minimum. The first two layers are secured through the gypsum sheathing into the docking with 31 /,- inch-long screws having a 0.203-inch-diamatershank. The screws have a special tip that locks against the steel deck underside. The screws are placed through 214-inch- diameter, 0.030-inch-thick steel discs stanch board corner. Additional insulation board layers are adhered with hot asphalt or coal-tar pitch at rate not exceeding 25 pounds per square. A Class A. B or C built-up roof covering is applied over the insulation. The suspended grid system is hung by No. 12 gage galvanized steel wires. 48 inches on center, tied to main runners and bottom chord joists. The soffit of the ceiling must be suspended a minimum of 20 inches below the bottom of the roof deck and 10 Inches minimum below joists. 2.10 Donn Reflectea Nonrated Suspended Ceiling System: The Donn Rcflectee Ceiling System consists of Donn DX mali-i tees and cross tees supported as seLforth in Section 2.1 of this roport It provides for Installation of the Reflectan light fixtures which are 8 feet long and support the ends and mldspan by bridging teas designed to interlockwith the OX cross tees, spaced 48 inches on center. The bridging tees are supported by the adjacent main tees spaced 12 inches apart The bridging tees are 12 inches wide and are die-formed from 0.040-inch-thick commerciul-quality cold- rolled steel. End details are fabricated in the bridging tee to interlock with the cross toes and main tees. An 8-foot-long rofloctorend balisatcovecis supported attho bottom flange of the main toe and light fixture with one fastener at each end. 2.11 Dorm DXI Centricite. Nonrated Suspended Ceiling System: The Type Dxl' nonrated exposed system is desigriricl to supportan approved acoustical interior finish tile. The main and cross toes are roll formed into a double-web inverted- tee shape with a '/,,-inch face at the bottom, a 'I4-inch-by- '/2-inch bulb attha top, a 0.0095-inch-thickcap on the face, and overall depth and thickness as noted in Table 1. The face has a prepainted cap applied during the roll-forming operation. All members are supported with No. 12 gage galvanized wire at the maximum spans indicated in Table 1. 2.12 Donn DXLI Canti-IcItee One-hour flrerated System: The Donn DXLI Centriciree exposed grid system is designed to support lay-in acoustical panels in a one-hour fire-resistive floor-ceiling assembly. See Figure 2 for description. The main runners, 4-foot-long cross tees and 2-foot-long cross tees are designated as OX LT-24. DXLI- 218, DXLT-222 and DXLT-424, respectively. The overall depth and thickness of the runners and cross tees are descibod in Table 1. 213 Dorm DXM Meridian Nonrated Suspended Ceiling System: The Donn DXM Meridian nonrated exposed system is designed to support an approved acoustical interior finish tile. The main and cross tees are roll formed into a double- web inverted-tee shape with an exposed '/,,-inch face Jun 07 04 11:09a Thomas Acoustic, Inc 760-597-9102 p.4 Page 4of7 ER-2244 having a /-inih.widA and /4-inch-deep reveal slot centered in the face. The overall depth and base metal thicknescs) are noted in Table 1. The tees. having a prepainted steel or aluminum cap applied during the manufacturing operation, are designated as DXM and DXMA, respectively. 2.14 Done DXLA and ZXLA Nonrated Suspended Ceding Systems: The Donn DXLA and ZXLA concealed or exposed nonfirerated grid systems, consisting of Donn DXLA and ZXLA main tees and cross tees, are designed to support approvedacoustical interlorfinish tiles. The main end cross tees consist of roll-formed inverted-tee sections with a lowerfiange width of sI, inch. DXLA and ZXLA products both have steel tee bodies, with aluminurn caps. All members are supported with No. 12 gage galvanized wire at the maximum spans indicated in Table 1. 2.15 Done Telescoping Seismic Compression Post The Done Telescong Seismic. Compression Post is designed for use as a compression post for installation between the suspended ceiling and the structural toot or floor membery above. The posts are located at the lateral force bracing locations. The compression strut consists of 3 314-inch-diemoter tube inserted within and projecting out of a 1 -inch -diamotor tube, two pl.atic bushings and a spring-steel tension ring fastened with a No. 10 by 1-inch- long, hex washerhead. self-tapping steel screw to the bushing located in the end of the '/4-inch-diameter tube which is inserted into the 1-inch-diameter tube. The tubes are formed from AISI 1010 steel having a minimum yield strength of 36 kci. Aspring-steel clip inserted into the upper end of the compression post is used with a mechanical fastener to attach the compression post to the sinicairal roof or floor framing. A plastic clip in the opposite end of the compression post snaps onto the bulb of the main tee. The compression post is also connected to the suspended ceiling members by Mre tying the post to the hanger wires or fastening the plastic end clip to the main tee with a No. 10 by 1-inch-long bolt and hex nut. Details and allowable loads are noted in Table 2. 216 Accessories: tach suspended ceiling system Is provided with the necessary wall panels, angles, moldings, access angles and corner caps. Light fixture installations in nonfire-rated suspension systems maybe includedwithin the suspended rwillrig consttuction, utilizing cross tees as boundary elements. 2.17 Materials: Cross tees, main tens and Fareline metal pans are formed from steel having a minimum yield strength of 33,000 pounds per square inch. The steel of the ZXLA-24 main tee, ZXLA-26 main tee, ZXLA-224 cross tee and ZXLA-424 cross tco is galvanized prior to being painted. The galvanized coating is Type G 60 and complies with ASTM A 527. Steel with a base metal thickness of 0.014 inch and greater is commercial quality, cold-rolled sheet steel oornplying with ASTM A 336 and A 568. Steel with a base metal thickness lees than 0,014 inch is single reduced black plate complying with ASTM A 825 and A 623. The Peraline metal pans may also be formed from 3003-H25 aluminum complying with ASTM B 209. All exposed surfaces are covered with a prepainted flange capping of either steel or aluminum. The end clips of DX cross tees are high-strength, low alloy steel complying with ASTM A 588 and ASTM A 591. The and clips of the ZXLA cross tees are formed from Type 301 or 302 stainless steel complying with ASTM A 167. 2.18 installation: 2.18.1 General: Installation of the suspended ceiling system rnustc.omply with this mportand the manufacturer's instructions. 2.18.2 Uniform Building Code: ln jurisdictions enforcing the USC, installation must be in accordance with UBC Standard 25-2. 2.18.3 International Building Code: In jurisdictions enforcing the 16C, installation must be in accordance with ASTM C 636 and, when applicable, Sections 1821.2,5, 1821.2.7 and 1821.3 of the IBC. 2.19 Special Inspection: In jurisdictions enforcing the [BC. in Seismic Design Categories 0, E and F, suspended ceilings must be subjected to the special inspection requirements of IBC Section 1704, as applicable. The special inspector must verify that the ceiling syntam complies with the description and installation instructions in this report 2.20 Identification: Each carton of pars for the various suspension systems has the part name, the part number and the evaluation report number (IC SO ES ER-2244) printed on the carton. 3.0 EVIDENCE SUBMITTED Structural test data and reports of fire tests complying with UBC Standard 7-1 (ASTM E 119), UBC Standard 25-2 arid ASTM C 635-97. 4.0 FINDINGS Thatth. Donn and Simpllcitee Nonrated and Fire-rated Exposed and Concealed Ceiling Suspension Systems described In this report comply with the 1997 Uniform Building Code's (USC) and the 2000 !ntornaflonal Building Code' (IBC), subject to the following conditions: 4.1 The ceiling grid systems are braced as required for earthquake forces In Table 18-0 of the UBC. and UBC Standard 25-2. when enforcing the UBC; and as required for lateral force bracing in CISCA 21 or CISCA 3-4, when enforcing the IBC. 4.2 The ceiling grid systems are installed In accordance with Section 2.18 of this report 4.3 Access to the space above the ceiling compiles with Footnote 4 of Table 16-8 of the USC. 4.4 For accessible ceilings, the ceilings are designed for loads specified In Table 1607.1 of the IBC. 4.6 The acoustical ceiling tiles are verified as complying with the InteriorflnIsh requirements of ChapterS of the applicable code. This report Is subject to reexamination in one year. Jun 07 04 11:08a Thomas Acoustic, Inc 760-597-9102 p.3 Page 3oV7 ER-2244 TABLE 1-ALLOWABLE LOADS AND SPANS FOR MAIN AND CROSSTEES'-',' - rEM NUMBER PART - NUMBER MEMaE1l OEPtH O MOOB€R (lethee) )IASC METAl. TIIICXMEU tli,eP') MA)WJM SPAN (Inches) MAXJWJM 3IPAC1NG (IndIte) cElUNG LOAD (pounEp.r loot) SIMPLE SPAN (PUnde pi' tIne-I) loot) REQUIRED LATERAL SIJPPORT no hoe tol ee.r?er I -24.11MX'24 M*IflT94 11, DX140 0.0164 48 - 46 - 2.1 12. 24 17 F)XL .71 MIII I.. I'!, Q,nhl 4.8 48 3.2 177 - 24 2 DXLA-?4 MI)OT'lr 1'I, ZXI.A-?4 0,0I7 49 45 - 3,2 12,( 24 3 OX-30 Moiflle• VI, 0.0214 40 48 41 - 16.5 24 31 UAL-26 M31r'7ee Vi, 0074 - - 44 48 4.1 - 16.1 714 .1 DXI 0.75 MOInTru, II, 7,XI 8.30 44 48 4.0 16.2 24 S 06.210 CtO84 let I 0.010 DXD-210 24 60 11.11 14.0 21 4 DXL-218 CIUIIIITOO 1 90Xk244 017142 24 74 7.4 27.3 74 I DXLA.216 Cmr'T,re 1 0.011 31 24 12,5 2413 24 0 OX-26 - r.iuTee 1 9,1)112 20 60 5.2 70.0 20 B 09.30 Cross lee I - 0.0134 30 80 2.7 13.6 30 10 D*' .1l1 Cro,Tnn 1 11010 DXD-31(i 30 'JO 1.9 1,7 30 ii 09-416 0X0448 C,o&slee 1 0.0134 4flX.4 tO 13 £6 1.0 4.2 - 48 12 07(422 (m'zTce 1'!, 12.0104 .114 48 2.1 11.1 48 132 LA.174 CtossTeo 11, 9,0147 24 24 - 15.0 30.0 114 13 fl4424 OXL-424 Cr411Tcrn - II, 0817 OX13-424 44 40 .14 17.8 441 14 LA-4'24 CteTee II, 0,0112 48 - 40 - 4.2 12.9 15 DX'126 CmotTno 1'I, 8.0217 44 48 - 41 110.3 14 10 OX4ZJ C,ueoToo 11, 0,010 An 24 1.0 4.3 - 60 17 09.524 flXL. 534 Cro53 lee II, 0.017 1)7(0 524 vu - 34 1.8 7.13 61) 19 0-420 Coo4 100 - II, 0.8212 60 60 - 1,8 47 12) 18 DXT. 12019 T#4 II, 0.070 49 74 '2.2 12.9 24 159 OXLP main Too II, 00216 40 - 24 3,3 122 74 70 07(1-1-28 Main Tee 1'I 0.010 43 40 A 1 12.6 24 21 uArrl•I-2r M'8lrlTee 1'I 0,012 48 49 4.1 10.3 -24 22 0466.7912 CtoTe, 1',, 0.0153 24 60 100 .0.0 24 22 3-429N CurusTee VI. 0.0193 48 4.13 3.1 12.6 is - 24 07(06-M0N Cross lee I'I, 0.0153 00 60 1.1 71 30 2 I1XI' 29 *4911I 706. l. 0,0IRO - 48 40 3* 13,2 74 258 1161.1-26 Will To 1'/ 00147 441 48 7, tO 14.' 74 741 5xrH-29' 14914 lee 1',, 0,1315 48 vi3 3.3 16.7 24 - 21 D6-1?0 Cio,Te 144 0.016 12 50 10.0 An 12 28 DXF.20 Cmon7eo 1'!, 00153 20 60 - 10.0 10 71) 09)41226 07(16-270 Czoro lee I 4'!. 0.11153 24 60 10.0 50 24 '23 rlxF 30 Vi. 30 -60 CIT 72,1) 30 31 DXF-329 Crn7rt Tire 1'!. 110153 38 - 30 7,3 -22.0 18 3! DXF-429N Cr033 lee VI, v.0153 r1gLF.42914 48 48 3.0 177 34 33 1)7(6 52971 C.IOOTh-. 1' 001119 60 74 '4 u.9 30 7.4 1)7(1-24 144.16. lea 1'!, 0.01411 48 - 44 3.2 16 24 311 - 07(1.7-24 Morn Tee I'!. 0,018 48 08 33 13.1 24 35 r3xT 26 14 Ain 7611 1'1 11. 0078 0,1319' 40 48 - 49 40 4,2 4.2 10.7 188 24 24 16 0XT-824 Cr469 lee I'). -0.0154 60 70 1.3 6,7 30 37 OXT 424 0XLT-434 C1099 Tnt, 1'!, _________ 00159 413 44 '2.1 124 - 24 24 C'X1-418 LroUT.o II. 0.0112 48 441 01$ 32 II) 30 0*7422 tee VI, - 0010 48 (.t65 3.8 48 20 DXT-210 DXL '.210 CmeTee 1'!. 0.011 24 24 7.3 15.6 74 (Continued) Jun 07 04 11:08a Thomas Acoustic, Inc 760-597-9102 p.2 Page 6of7 ER-2244 TABLE I.—ALLOWABLE LOADS AND SPANS FOR MAIN AND CROSS TS 1_(Contnued) rT8u PART MEMBER DEPTH OF RASE MAXIMUM MAXIMUM CEILING 3IHPLE REQUIRED NUMBER NUMDR MEMBER PTA. SPAN SPACING LOAD SPAN LATERAL Ilnehen) tIICKNE5 (Irielmo) (inches) (poililey per pounds Per SUPPORT (Inch) oouore fool) untIl toni) (Inches CII venter 300 ri4T-92i Cuui Toe IS, 0010 - 44 21 in ?O - 20.71 24 DXL r.Zt2 ____ 40 I3M.24 lynFee 1•,, o 12.1 - 74 28 60 1.0 p.r, 41 OXM-224 toe I.I. UI160 24 74 - 25.0 50,0 24 47 DXM.424 0000 Ire - iI 0.0 101 - 48 40 2.6 102 48 6XM424 CtoonTse - 1,! 0.01718 40 24 1.1 5.1 40 AHoe..Fil iood sle 11 an u8b0010 ,VlI10m (7INRnd by j 43701y T04fot2.0 0r3 trot dello0lon 07 IJZ'411 wilK(rl7 Q.'erflS. Al 'In 5IturoiLb 10 lye UIIIAIODI nlwi lIia7oiy r,c'Ct of? IT. i5ow,Me sic, Ire tern1 outs beticirig iseeg Of , 70000 xiuflO9 Per square Iwl ji0eo-t4e Old, In dcet.l 01000 uocludo meweiliI or ho aymem 00 i0 s ro ijilposci top. h'Thetu I000U1;SDV 10iT) unfomity. 0uof?t, Ocurict pet SOUPI'I0000nuy iioto)aedlye atrengih otduvnostmemre1J IMN44&JI meirourn are in 4' cloiotu,4107 possloto ouflns4 livirl C0in'.Pi1liLed k900 acOrig UI 100 Jin5IOII with 4'D4 untloluli M3 AQIwsbIc wuvjtm bids for on,.- 00(1 tw00'I Milln lye If mIAMIlons sfe llmyo0 in Thu vnlue 001101011101019 .sllip(e .pM4 d,n0016I cmo ic iWtin1cu3lya('Ilr0 01"110 un btu. Hanger wiiel m1n1 hr 1115110000 l700lmimnu olE lriihe0 lOin 0140011101 10- ullrii lire ebppfymtln I1rI uf lit. DXU-2 boom ieo TAQL 2—EDNN C0MPRE5N POST TYPE J TURE LENGTHS (Inched - OV8RALL COrOPRESOlON 008T LENGTH (Inches) 1-mob Dlam,l.r 010-iycil Diameter pmllnlunuin Maximum VyA ia/SO 17 Il .20 VA 20/AR 24 30 211 18 bA aa,ui 4A 40 40 04 'J$A 114/102 '2 40 P.4 - 102 S '-.0 — :r_•__. - - — mu " )/8 AZT 1n 71 F A a I E J E[ ITEM NUMBER DF=LVWN 2 DymilObno. ' MatIoth 4 1oiw1e S Cotauin 0 II 'II10Jt'IWII0 7 Rocx.t0Itn1fr06eSJrey U ejttoolO II F1.xI8 Sir iw; 0 Litill llyMR0'IoUiOulilfl II A0U0iicOt m01rIa( FIGURE 1--IX)NN DXL ONE-HOUR FIRE-RATED AND CONCEALED C FILING SYSTEMS —I (U 0 —1 9, N 0) 0 CD N 0 N 0 c r-) 0