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2635 GATEWAY RD; 101; CB090106; Permit
03-09-2009 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB090106 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title 2635 GATEWAY RD CBAD St 101 Tl Sub Type 2131911100 Lot# $139,543 00 Construction Type Reference # PACIFIC DENTAL 2970SF Tl FROM SHELL TO MED OFFICE COMM 0 5B Applicant DONALD WEBB 8937 DOUGLAS FIR CR RIVERSIDE CA 92508 949-689-5015 Status Applied Entered By Plan Approved Issued Inspect Area Plan Check* Owner LNR CPI BRESSI RETAIL L L C C/O LNR PROPERTY CORP 4350 VON KARMAN AVE #200 NEWPORT BEACH CA 92660 ISSUED 01/21/2009 JMA 03/09/2009 03/09/2009 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee Green Bldg Stands (SB1473) Fee $791 53 $000 $51449 $000 $000 $2930 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $400 Meter Size Add'l Reel Water Con Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF (31 05540) PFF (4305540) License Tax (31 041 93) License Tax (43041 93) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee TOTAL PERMIT FEES $000 $000 $000 $000 $2,539 68 $000 $000 $000 $000 $000 $10400 $11000 $4800 $000 $000 $000 $000 79 $4,141 00 Total Fees $4,141 00 Total Payments To Date $4,141 00 Balance Due $000 BUILDING PL AN,. IN STORAGE .ATTACHED Inspector FINAL AP Date OVAL Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations or other exactions hereafter collectively referred to as "fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside void or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired Crty of Carlsbad 1635 Faraday Ave , Carlsbad, CA 92008 760-602-2717 / 2718/2719 Fax 760-602-8558 www carlsbadca gov Building Permit Application Plan Check No Est Value PlanCk Deposit?5[ Date JQB ADDRESS I SUITE«/SPACES/UNIT» /PROJECT #LOTS DESCRIPTION OF WORK <v EXISTING USE GARAGE (SF)PATIOS (SF)DECKS (SF)FIREPLACE YES n #NO D AIR CONDITIONING YES D NO D FIRE SPRINKLERS YES D NO D vytONTACTNAME (If Different Font Applicant) f f. I ADDRESS OlVtcl APPLICANTMAME CITY-r J ADDRESS TATE ZIP PHONE "-I EMAIL FAX CITY "PHONE" STATE ZIP 1 FAX EMAIL JoNTRACTO^Sj^AME1 KJ>4Ajal6_LJ PROPER IAME ADDRESS $W- I EMAIL CITY _ L«L PHONE -STA ADDRESS ZIP IFAX STATE ZIP PHONE EMAIL FAX ARCH/DESIGNER NAME & ADDRESS STATE LIC #CLASS8 CITY B (Sec 70! IS Business and Professions Code Any City or County which requires a permit to construct alter improve demolish or repair any structure prior to it: issuance also requires the applicant lor such permit to file a signn statement that he is licensed pursuant to the provisions ol 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 there from and the basis for the alleged exemption Any violation of Section 70! 15 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {5500}) ' Workers Compensation Declaration / hereby affirm under pena/ry of per/ury one of (fie following declarations CD I have and will maintain a certificate of consent to self insure for workers compensation as provided by Section 3700 of the Labor Code, 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 workers compensation insurance carrier and policy number are Insurance Co ____ Policy No ____ Expiration Date _______ TfySeclion need not be completed if Ihe permit is for one hundred dollars ($100) or less 0 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 sny manner so as to become subject to the Workers Compensation Laws of California WARNING Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (8100,000), in addition to the cost of compensation, damages as provided fc£ in Section 3706 of the Labor code, interest and attorney's feesaddition to the cost of compensation, damages as provided foi in Seotion ^CONTRACTOR SIGNATURE ] Qr' <fJ'M^ "' ' " DATE N* :.l / hereby affirm ffiaf / am exempf from Contractors License Law lor the following reason n 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 cr offered for sale (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 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 within one year of completion, the owner builder will have the burden of proving that he did not build or improve for the purpose of sale) D I as owner of the property am exclusively contracting with licensed contractors to construct the proiect (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) d I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement C3 Yes '3 No 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors license number) 4 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 / address / phone / contractors license number) 5 I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work) ^PROPERTY OWNER SIGNATURE DATE 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' O Yes O No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district9 d Yes O No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site' 3 Yes n No IF ANY OF THE ANSWERS ARE YES, I EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec 3097 (i) Civil Code) Lender's Name Lender's Address I certify that I 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 representative of the City 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 stones in height n 80 days from the date of such permit or if)he building or work authorized by such permit is suspended or abandoned at any time after the work i.> commenced for a period of 180 days (Section 106 4 4 Uniform Building Code) ^APPLICANTSSIGNATURE (/ J //. J J \ / /,(///_ DATE ^}V \] City of Carlsbad Bldg Inspection Request For 05/01/2009 Permit* CB090106 Title PACIFIC DENTAL 2970SF Tl FROM Description SHELL TO MED OFFICE Inspector Assignment TP 2635 GATEWAY RD 101 Lot Type Tl Sub Type COMM Job Address Suite Location APPLICANT DONALD WEBB Owner Remarks CINDY WONG HAS APPROVED ON THURS Phone 9496896093 Inspector Total Time CD Description 19 Final Structural . I S 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By VICTOR WEBB Entered By CHRISTINE Act Comments Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date Description 04/13/2009 14 Frame/Steel/Bolting/Weldmg 04/13/2009 34 Rough Electric 04/13/2009 34 Rough Electric 04/13/2009 44 Rough/Ducts/Dampers 03/25/2009 17 Interior Lath/Drywall 03/20/2009 14 Frame/Steel/Bolting/Weldmg 03/20/2009 24 Rough/Topout 03/20/2009 34 Rough Electric 03/20/2009 44 Rough/Ducts/Dampers 03/12/2009 21 Underground/Under Floor 03/12/2009 31 Underground/Conduit-Wiring Act AP AP AP AP AP AP AP AP PA AP AP Insp TP TP TP TP RB TP TP TP TP TP TP Comments T-CLNG CLNG LITES SUB PNL DUCTS REST RM EXHAUST WASTE & WATER CITY OF CARLSBAD ELECTRIC AND GAS METER CLEARANCE INTER-DEPARTMENT ADDRESS:"2 ^ 3 m>. 161 S E O Service Equipment Only Reason, If Denied ELECTRIC METER GAS METER COMMERCIAL RESIDENCE NEW SERVICE RELOCATE TSPB TEMP P/P UP-GRADE TEST METER IRR PEDESTAL COMMERCIAL RESIDENCE TEST METER YES NO YES NO YES NO Building Inspector Signature Called In By Date Date Time Time Called In To Page 1 ot 1 Margetich, Julie From- Rinker, Cheryl Sent Wednesday, December 31, 2008 11 17 AM To Margetich, Julie Subject RE carlsbad Follow Up Flag Follow up Flag Status Red Per the city, they have issued the refund check as of 12/1 If we decide to move forward with this project we will need to do the below 1 Resubmit same set of plans that were approved & date stamped 10/28/08 from esgil (outside checker) 2 Make duplicate copies of item 1 for a total of 3 sets for submittal 3 There will be ma pjaji checkfe&but all the other fee's will still apply 4 The plans will ^gffltjfe^re^iewed by esgil Must make sure the plans are the same one they approv Thanks Cheryl on 10/28/08 From: Margetich, Julie Sent: Tuesday, December 30, 2008 10 59 AM To: Rinker, Cheryl Subject: carlsbad Please call the city and ask what the process would be if we change our mind and want to continue forward with the project Do we just give them their check back or would we need to re-submit? Are they holding our plans? Do we have 60 days to come in and pull? What options do we have Julie A Margetich I Architect Pacific Dental Services Covenant Group 2860 Michelle Drive, 2nd Floor Irvine, California 92606 D 714 368-2074 F 714 368 2060 David Bnnkley said, A successful man is one who can hy a firm foundation with the brn.ks others have thrown at him' This message may contain information that is confidential and/or protected by law If you have received this communication in error, please contact the sender immediately and delete the message 1/21/2009 EsGil Corporation In Partnership with government for (RuiCcfing Safety DATE 1/28/09 Q APPLICANT JURISDICTION City of Carlsbad PLAN CHECK NO O9-0106 SET I PROJECT ADDRESS 2635 Gateway Rd Suite 101 PROJECT NAME Pacific Dental Services - TI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes 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 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for 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 XI Esgil Corporation staff did not advise the applicant that the plan check has been completed 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 REMARKS By Doug Moody Enclosures Esgil Corporation D GA D MB D EJ D PC 1/23/09 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4 (858)560-1468 + Fax (858) 560-1576 City of Carlsbad O9-01O6 .1/2S-/09 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION City of Carlsbad PLAN CHECK NO 09-0106 PREPARED BY Doug Moody DATE 1/28/09 BUILDING ADDRESS 2635 Gateway Rd Suite 101 BUILDING OCCUPANCY B TYPE OF CONSTRUCTION VB BUILDING PORTION Tl Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq Ft ) 2969 cb Valuation Multiplier By Ordinance Reg Mod VALUE (S) Bldg Permit Fee by Ordinance ^ Plan Check Fee by Ordinance T \ Type of Review D Complete Review CJ Repetitive Fee ~^n Repeats D Other Q-J Hourly EsGil Fee • Based on hourly rate Comments $21500 Structural Only Mrs @* $172 00 Sheet 1 of 1 macvalue doc + REPORT™ESR-1308* Issued June 1, 2006 This report is subject to re-examination in one year ICC Evaluation Service, Inc.* www icc-es ora Business/Regional Office • 5360 Workman Mill Road Whiter California 90601 • (562) 699-0543 Regional Office • 900 Montdair Road Suite A, Birmingham Alabama 35213 • (205) 599-9800 Regional Office • 4051 West Flossmoor Road Country Club Hills Illinois 60478 » (708) 799-2305 DIVISION 09—FINISHES Section 09120—Ceiling Suspension Section 09130—Acoustical Suspension REPORT HOLDER WORTHINGTON ARMSTRONG VENTURE (WAVE) 9 OLD LINCOLN HIGHWAY, SUITE 200 MALVERN, PENNSYLVANIA 19355 (610)722-1218 www armstrong com nkelly(S)armstronq com EVALUATION SUBJECT FIRE- AND NONFIRE-RESISTANCE-RATED SUSPENDED CEILING FRAMING SYSTEMS ADDITIONAL LISTEES ARMSTRONG WORLD INDUSTRIES POST OFFICE BOX 3001 LANCASTER, PENNSYLVANIA 17604 1 0 EVALUATION SCOPE Compliance with the following codes • 2003 International Building Code* (I BC) • 1997 Uniform Building Code™ (UBC) Properties evaluated • Interior finish • Fire resistance • Structural 20 USES The Worthington Armstrong Venture (WAVE) ceiling framing systems described in this report are suspended, exposed framing, ceiling assemblies used in fire-resistance-rated and nonfire-resistance-rated construction for interior applications 30 DESCRIPTION 3 1 Grid Components 311 Mam Runners, Nonfire-resistance-rated Mam runners for use in nonfire-resistance-rated ceiling assemblies include the 6100, 6500, AL7200, SS7200, 7300, 7500, 7600, and 76008 series All members are classified as intermediate- duty in accordance with ASTM C 635-97 (IBC) and Table 25- 2-A of UBC Standard 25-2 (UBC), except the following, which are classified as heavy-duty 7301, 7501, 7601, 7604, 7605, 76018, 76048 and 76058 Profiles of runners are shown in Figure 1 The 6100, 7300, 7500, 7600, and 76008 runners are cold- formed from ASTM A 568 steel The runners have a hot- dipped galvanized coating and a factory-installed polyester- painted stee1! cap or aluminum cap along the entire length of the bottom flange The 6100 and 7600 series have a painted coating in addition to the hot-dipped galvanized coating, and have no cap The 6500 series runners are cold-formed from 6063-T6 aluminum and have a baked polyester paint coating The AL 7200 runners are cold-formed from 3003-H14 aluminum and have a baked polyester paint coating The SS 7200 runners are cold-formed from 300 series stainless steel complying with ASTM A 480 Table 2 specifies dimensions, lengths, and allowable transverse loads 312 Cross Runners, Nonfire-resistance-rated Cross runners for use in nonfire-resistance-rated ceiling assemblies are the 6100 (Interlude), XL 6500 (Sonata), XL 7100 (Prelude), XLAL 7200 (Prelude Aluminum), XLSS 7200 (Prelude Stainless), XL 7300 (Prelude), XL 7500 (Suprafme), XL 7600 (Silhouette), and XL 76008 (Silhouette) series The XL 6100, XL 7100, XL 7300, XL 7500, XL 7600 and XL 76008 cross runner members are cold-formed from ASTM A 568 steel The cross runners have a hot-dipped galvanized coating and a factory-installed polyester-painted steel cap or aluminum cap along the entire length of the bottom flange The XL 6100 and XL 7600and XL 76008 series have a baked polyester painted coating in addition to the hot-dipped galvanized coating, and have no cap The 6500 runners are cold-formed from 6063-T6 aluminum and have a baked polyester p<3int coating The XLAL 7200 runners are cold- formed from 3003-H14 aluminum and have a baked polyester paint coating The XLSS 7200 runners are cold-formed from 300 series stainless steel complying with ASTM A 480 Table 3 specifies dimensions, lengths, and allowable transverse loads 313 Main Runners, Fire-resistance-rated Mam runners for use in fire-resistance-rated ceiling assemblies are the HD 8201, 8300, 8301, 8500 and 8501 runners listed in Table 2 The 8300 and 8500 runners are classified structurally as intermediate-duty in accordance with ASTM C 635 and Table 25-2-A of UBC Standard 25-2, Models 8301, 8501, and HD 8201 mam runners are classified structurally as heavy-duty Profiles of runners are shown in Figure 1 All member1; have an inverted T-shape Members are cold- formed from ASTM A 568 steel with a hot-dipped galvanized coating Models 8300, HD 8201 and 8301 have a factory-installed steel cap along the entire length of the bottom flange The HD 8201 member has a hot-dipped galvanized coating and a bottom flange cap made from either 3003-H16 or 3105-H16 aluminum Table 2 specifies dimensions, lengths and allowable transverse loads 314 Cross Runners, Fire-resistance-rated Cross runners for use in fire-resistance-rated ceiling assemblies are 'Corrected August 2006 K& REPORTS " an not in hn c(m\imul a\ itprc \entmR ae\tht.nc\ or am1 of hit attribute* not specifically adiirL\\ui nor an. they to ht con\inut/ a\ an en(ior\tiin ni <}/ ihe \uh/cct nf tin wpori or a n~cnniint.udation fot i/v n\t 'I he ft ;v na warrant^' M K C I \ til'nation ^>i'r\ ILL Inc.: e\/jrt\\ at imphul a\ to am ftni/tftg 01 othi-i matttr in ihi\ nfwrt ot a\ in am product cot creel hy tin- upon Copyright © 2006 Page 2 of 13 ESR-1308 the XL 8200 (Prelude Plus Fire Guard), XL 8300 series (Prelude Fire Guard), and XL 8500 (Prelude Suprafine Fire Guard) series runners listed in Table 3 Profiles of runners are shown in Figure 1 Members are cold-formed from ASTM A 568 steel with a hot-dipped galvanized coating The XL 8300 and XL 8500 series have a factory-installed steel cap along the entire length of the bottom flange The XL 8200 series members have a hot-dipped galvanized coating and a bottom flange cap made from either 3003-H16 or 3105-H-16 aluminum Table 3 specifies dimensions, lengths and allowable transverse loads 315 Materials Prior to coating, the minimum yield strengths are 48 ksi (330 7 MPa) for 0 010-mch-thick (0 25 mm) steel, 50ksi(344 5 MPa) for 0 013-mch-thick(0 33mm) steel, 51 ksi (351 4 MPa) for 0 015-mch-thick(0 38 mm) steel, and 54 ksi (372 1 MPa) for 0 018-mch-thick (0 45 mm) steel After forming, the steel runners have a minimum yield strength of 63 ksi (434 MPa) The 6500 series runners of 6063-T6 aluminum have a minimum yield strength of 30,000 psi (207 MPa) The AL 7200 Series runners of 3003-H14 aluminum have a minimum yield strength of 27,200 psi (187 MPa) 32 Hanger Wire Hanger wire for suspended ceilings, and any fixtures, shall comply with IBC Section 2506 2 1 or UBC Table 25-A 3 3 BERC-2 Clip The BERC-2 (Beam End Retaining Clip System) is illustrated in Figure 2 It is used to connect mam and cross runners to wall molding The clip is manufactured from 0 034-mch-thick (0 864 mm) hot-dipped galvanized cold-rolled steel complying with ASTM A 568 3 4 Accessories Each framing system has accessory items that include support angles and corner caps Steel for accessory items has a minimum yield strength of 33 ksi (227 MPa) 4 0 DESIGN AND INSTALLATION 41 General The suspended ceiling framing system shall be installed in accordance with this report and the manufacturer's published installation instructions The suspended ceiling framing system shall be installed in accordance with IBC Section 803 9 1 1 or UBC Table 25-Aforsystems exceeding 4 psf but less than 10 psf, as applicable 4 2 Main Runners Mam runners shall be installed and leveled to within V4 inch in 10 feet (6 4 mm in 3048 mm) (IBC) or V8 inch in 12 feet (3 2 mm in 3660 mm) (UBC), with the supporting wire taut Vertical support hanger wire shall be installed within 3 inches (51 mm) of the mam runner fire expansion relief The design loads for mam runners shall be less than or equal to the capacities allowed in Table 2 of this report Supports for the main runners that consist of vertical hangers, perimeter hangers, and lateral force bracing shall be installed in accordance with the applicable code 4 3 Cross Runners Mam runners, or other cross runners, shall support cross runners to within V3, inch (0 80 mm) of the required center-to- center spacing This tolerance shall be noncumulative beyond 12 feet (3658 mm) Intersecting runners shall be installed to form a right angle to the supporting members The maximum design load capacities for cross runners shall be less than or equal to the capacities allowed in Table 3 of this report A cross runner that supports another cross member shall have a minimum uniformly distributed load capacity of 12 pounds per linear foot (175 N/m) 4 4 Seismic Design 441 Seismic Design Requirements under the IBC Seismic de&ign and installation details of the ceiling system shall be in accordance with IBC Section 1621, except as noted in Section 4 4 3 of this report In areas enforcing the IBC, systems classified as intermediate-duty are limited to use in Seismic Design Categories A, B and C 442 Seismic Design Requirements under the UBC Seismic design and installation details of the ceiling system shall be in compliance with Part III of UBC Standard 25-2, except as noted in Section 4 4 3 of this report 443 BERC-2 Clip 4431 Alternate Seismic Design Category D, E and F Installation Under this installation, the runners must be rated heavy-duty and have a minimum simple span uniform load of 16 35 pounds per lineal foot (238 N/m), maximum ceiling weight permitted is 1 80 pounds per square foot (8 78 kg/m2) The BERC-2 clip is used to secure the mam runners and cross runners on two adjacent walls to the structure and the two opposite walls to the perimeter trim, as detailed below and shown in Figure 2 A nominally ?/6-mch (22 mm) wall molding is used in lieu of the 2-inch (51 mm) perimeter supporting closure angle required by Section 9 6 2 6 2 2 (b) of ASCE-7 for Seismic Design Categories D, E and F Except for the use of the BERC-2 clip and the 7/8-|nch (22 mm) wa" molding and elimination of spreader bars, installation of the ceiling system must be as prescribed by the applicable code The BERC-2 clip is attached to the wall molding by sliding the locking lances over the hem of the vertical leg of the wall molding Clips installed on the walls where the runners are fixed are attached to the runner by a sheet metal screw through the horizontal slot in the clip into the web of the runner Clips installed on the walls where the runners are not fixed to the clips allow the terminal runner end to move 3/4 inch (19 1 mm) in both directions BERC-2 clips installed in this manner are an acceptable means of preventing runners from spreading in lieu of spacer bars required in CISCA 3-4, which is referenced in ASCE 7, Section 962622, which is referenced in IBC Section 1621 See Figure 2 4432 Alternate Seismic Design Category C Installation Terminal ends of the runners are secured by attaching the BERC-2 clip to the wall molding and attaching the runners to the BERC-2 clip The runners have zero clearance at the perimeter on two adjacent walls and 3/8-mch (9 5 mm) clearance on the opposite walls The clip is attached to the wall molding by sliding the locking lances over the hem of the vertical leg of the wall molding BERC-2 clips installed in this manner are an acceptable means of preventing runners from spreading, in lieu of spacer bars required in CISCA 0-2, which is referenced in ASCE 7, Section 962621, which is referenced in IBC Section 1621 Except for the use of the BERC-2 clip as noted above, installation of the ceiling system must be as prescribed by the applicable code Maximum ceiling weight permitted is 1 20 pounds per square foot (5 86 kg/m2) This construction is equivalent to that required by CISCA 0-2, which is referenced in ASCE-7, Section 92621, which is referenced in IBC Section 1621, and by UBC Standard 25-2 4 5 Partitions Partitions must be laterally supported as required by IBC Section 1621 or UBC Standard 25-2, Section 25211 1, as applicable 4 6 Two-hour Fire-resistance-rated Floor-ceiling Assembly The following floor-ceiling assembly has a two-hour fire- resistance mating (refer to Figure 3 for details) Page 3 of 13 ESR-1308 461 Structural Beams The structural floor beams supporting the floor-ceiling assembly are minimum W8* 15, or an equivalent-sized steel beam having a minimum weight-to- heated-penmeter ratio, W/D, of 0 54 In accordance with Section 714 2 of the IBC or Section 704 2 6 of the UBC, structural steel floor beams need not be individually fire-protected when the suspended ceiling forms the protective membrane for the fire-resistance-rated assembly Structural floor beams must be individually protected on all sides for the full length with materials having the required fire-resistance rating however, when they support directly applied loads from a floor and roof or more than one floor, or where the required fire-resistance rating of such members is greater than two hours 462 Floor Joists Floor joists are minimum 10K1 steel bar joists, spaced a maximum of 24 inches (610 mm) on center Each joist must be welded to end supports, and must have V2-mch-diameter (127 mm) steel bar bridging members welded to top and bottom chords of each joist at midspan 463 Steel-floor Decking The concrete deck is either supported by minimum No 22 gage [0 0299 inch (0 759 mm)] galvanized steel decking with 119/32-mch-deep (32 5 mm) flutes spaced 6 inches (152 mm) on center, or is supported by minimum No 20/20 gage [0 0359 inch (0 91 mm)] galvanized steel cellular units having 3-mch-deep (76 mm) flutes When a blend of fluted and cellular steel units is used, the concrete topping thickness is measured from the top plane of the cellular units The steel decking shall be welded to supports at 12 inches (305 mm) on center Adjacent units must be button-punched or welded together at 36 inches (914 mm) on center at side joints Where fluted and cellular floor units are installed end-to- end, galvanized steel angles must be tack-welded to the cellular floor units in such a manner as to cover the cells 464 Concrete Floor The concrete floor must be a minimum of 2V2 inches (63 5 mm) thick, measured from the top of the metal decking, and normal-weight concrete with carbonate or siliceous aggregates. The concrete must have a minimum density of 150 ± 3 pel (2400 ± 48 kg/m3), and a minimum compressive strength of 3,000 psi (20 7 MPa) The middle of the slab must be reinforced with 6x6-W1 4*W1 4 welded wire fabric 465 Suspended Ceiling Members 4651 Main Runners Mam runners are either the 8300, 8301 or HD 8201 The mam runners are 12 feet (3657 6 mm) long and spaced a maximum of 4 feet (1219 2 mm) on center The design loads for mam runners must be less than or equal to the capacities shown in Table 2 Vertical hangers, perimeter hangers, and lateral-force bracing for the mam runners are installed in accordance with the code The distance from the bottom side of the floor decking to the bottom side of the mam runners is a minimum of 193/4 inches (502 mm) 4652 Cross Runners Cross runners are either the XL 8200 series (Prelude Plus Fire Guard) or XL 8300 series (Prelude Fire Guard) Mam runners> must be located within V32 inch (0 79 mm) of the required center distances, and this tolerance must be noncumulative beyond 12 feet (36576 mm) Intersecting runners must be installed to form a right angle to the supporting members The design loads for cross runners must be less than or equal to the capacities shown in Table 3 A cross runner that supports another cross member must have a minimum uniformly distributed load capacity of 12 pounds per linear foot (175 N/m) 4653 Hanger Wire The suspended ceiling is supported by No 12 SWG [0 105 inch (2 7 mm) in diameter] galvanized steel wire lhat is attached to the concrete slab through the steel floor units, before concrete placement, or attached to hanger clips The hanger clips are minimum 0 045-mch-thick (1 14 mm), 2-mch-wide (51 mm), 31/2-mch-long (90 mm), galvanized steel clips that are hooked at one end for attachmenl over the male leg of steel floor units and spaced as requirec for hanger wire attachment Hanger wires are spaced a maximum of 48 inches (1219 mm) on center or shall be located at every other mam runner/cro&s-tee intersection, whichever dimension is less along mam runners Hanger wire must be located at all four corners of light fixtures, at mid-span of cross tees next to 4- and 5-foot-long (1219 and 1524 mm) light fixtures and air duct outlets, and next to each main runner splice Additional hanger wires are required at the mid-span of those cross tees running paiallel and nearest to the walls and those near the end of cut cross tees longer than 2 feet (610 mm) that abut walls 466 Acoustical Material Acoustical lay-in ceiling panels used with the suspended ceiling system are the nominal panel sizes and types shown in Table 1 Panels are nominally 5/6 inch (15 9 mm) or 3/4 inch (191 mm) thick Border panels are supported at walls by 24 MSG painted steel channels, 1 inch (25 mm) deep, with a 2-inch (23 8 mm) bottom flange Optional support method consists of BERC-2 clip at wall attached to 15/16 inch * 15/16 inch No 24 MSG painted steel channels 467 Hold-down Clips Hold-down clips, produced from No 24 gage spring steel, must be used for ceiling panels weighing less than one pound per square foot When the ceiling is composed of nominally 24-by-24-mch (610 by 610 mm), 24-by-36-mch (610 by 914 mm), or 30-by-30-mch (762 by 762 mm) lay-in panels, one clip is placed over bulbs of cross tees near cross tee midpoints When the ceiling is composed of 20-by-60 inch (508 by 1524mm), 36-by-36-mch (914 by 914 mm), 24-by-48-mch (610 by 1219 mm), 30-by-60- mch (762 by 1524 mm), 36-by-60-mch (914 by 1524 mm) or 48-by-48-inch (1219 mm) lay-in panels, two clips are placed over bulbs of each cross tee near cross tee quarter-points One leg of each clip is cut off when placement is over bulbs of cross tees adjacent to the long side of light fixtures 468 Recessed Light Fixtures Fluorescent-lamp-type, steel housing fixtures can be used in the fire-resistance-rated assembly, provided the fixtures measure 1 by 4 feet (305 by 1219 mm), 2 by 2 feet (610 by 610 mm), 2 by 4 feet (610 by 1219 mm), 20 by 48 inches (508 by 1219 mm) or 20 by 60 inches (508 by 1524 mm) The nominally 1-by-4-foot (305 by 1219 mm), 2-by-2-foot (610 by 610 mm) and 2-by-4-foot (610 by 1219 mm) fixtures may include vented sides for air boots and vented tops for air-return purposes Linear air diffusers and linear air returns must be used with nominally 20-by-48- mch (508 by 1219 mm) fixtures When nominally 20-by-60- mch (508 by 1524 mm) fixtures are used, fixture stabilizers are used to supplement the hanger wires occurring at the mid-span ol the 5-foot-long (1524 mm) cross tees When nominally 1-by-4-foot (305 by 1219 mm) fixtures are used, the aggregate number of fixtures must not exceed four per 100 square feet (9 3 m2) of ceiling area When nominally 2-by-2-foot (610 by 610 mm) fixtures are used, the aggregate number of fixtures must not exceed five per 100 square feet (9 3 m2) of ceiling area When nominally 2-by-4-foot (610 by 1219mm), ?0-by-48-mch (508 by 1219mm), or 20-by-60-mch (508 by 1524 mm) fixtures are used, the aggregate number of fixtures shall not exceed three per 100 square feet (9 3 m2) of ceiling aiea The fixtures must be wired in conformance with an approved electrical code The recessed light fixture must be protected on the topside with acoustical ceiling tile panel material having a minimum Page 4 of 13 ESR-1308 thickness of 5/e inch (15 9mm) The panels are cut into pieces to form a five-sided enclosure which is rectangular or trapezoidal in cross section, depending upon fixture type, and which is approximately V2 inch (12 7 mm) longer and wider than the fixture, with sufficient depth to provide at least 1 inch (127 mm) of clearance between the fixture and the enclosure The pieces are held together with 8d nails Spacers provide the 11/4-inch (31 7 mm) clearances when placed on top of fixtures located away from the ballasts When no air-handling or air-return fixtures are used, a maximum 1 V4-mch (31 7 mm) separation must be maintained between the long fixture protection sidepieces and the top piece When air supply light fixtures with air boots are used, fixtures and air boots must be fully enclosed except for the nominally 28-square-mch (18 064 mm2) opening needed for the connection to air-supply ducts 469 Air Duct Air ducts are permitted in the assembly provided the aggregate duct opening area is less than or equal to 113 square inches (72 903 mm2) per 100 square feet (9 2 m2) of ceiling area The maximum air duct-opening dimension is 12 inches (305 mm) 4 7 8500 (Prelude SupraFme Fire Guard) Series One- hour Fire-resistance-rated Floor-ceiling System This exposed grid system consists of the 8500 series main runners and the XL 8520 or XL 8540 cross runners, and is part of a one-hour fire-resistance-rated floor-ceiling system The rating applies to restrained and unrestrained assemblies as described in Section 27 of ASTME 119 and Section 7 141 of the UBC Standard 7-1 See Figure 4 for assembly details General requirements in IBC Section 711 and UBC Section 710 1 must be observed 4 8 Special Inspection , In jurisdictions adopting the IBC, suspended ceilings in • v'Seismic Design Categories D, E and F are subject to periodic .special inspections during the anchorage of suspended 'ceiling systems in accordance with the requirements of IBC Section 2506 2 1 and Section 9 6 2 6 2 2 (h) of ASCE 7-02, ' ..The special inspector must verify that the ceiling system is as /described in this report,'and complies with the installation , ^instructions in this report 50 CONDITIONS OF USE The suspended ceiling systems described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1 0 of this report, subject to the following conditions 5 1 The ceiling suspension mam runners, cross runners and BERC-2 clips are fabricated and installed in accordance with this report and the manufacturer's published installation instructions In the event of a conflict between the manufacturer's installation instructions and this report, this report governs 5 2 Allowable loads and spans of mam and cross runners must comply with Tables 2 and 3 of this report 53 In areas enforcing the UBC, ceiling access must comply with Footnote 4 to Table 16-B of the UBC 54jln junsdictions adopting the .-IBC, "periodic special ^inspections must ^be provided "iri'iaccordance with ''Section'4 8 of this report 55 In jurisdictions adopting the IBC, a quality assurance plan for seismic requirements must be provided in accordance with IBC Section 1705 2 56 In jurisdictions adopting the IBC, the ceiling systems must be braced to resist seismic forces as determined from Section 1621 2 5 of the IBC In jurisdictions adopting the UBC, the suspended ceiling systems must be braced to resist seismic forces as determined from Table 16-0 of the UBC and Section 25 210 of UBC Standard 25-2 57 In jurisdictions adopting the UBC, the ceiling systems must not be installed in areas subject to severe environmental conditions as described in Section 25 204 3 of UBC Standard 25-2 5 8 The supporting construction for the ceiling system has not been evaluated and is outside the scope of this report The code official must approve the floor or roof construction supporting the suspended ceiling system 5.9 The ceiling systems are restricted to interior applications 510 Lay-in ceiling panels must be justified to the satisfaction of the code official as complying with the interior finish requirements of Chapter 8 of the applicable code 60 EVIDENCE SUBMITTED 6 1 Reports of vertical, compressive and tension load tests in accordance with ASTM C 635 and UBC Standard 25- 2 6 2 Reports of fire-resistance tests in accordance with ASTM E 119 (UBC Standard 7-1) 6 3 Reports of comparative seismic qualification tests in accordance with the ICC-ES Acceptance Criteria for Seismic Qualification by Shake-table Testing of Nonstructural Components and Systems (AC156), dated June 2004 64 A quality control manual 70 IDENTIFICATION Cartons of framing members, clips and accessories are identified with the name and address of Armstrong World Industries, Inc , the acronym "WAVE11, number designations specifying g(age of steel, depth of section and length, and the evaluation report number (ESR-1308) Page 5 of 13 ESR-1308 TABLE 1—ACOUSTICAL MATERIALS ACOUSTICAL PANEL SIZE (inches) 20 by 60 20 by 60 24 by 24 24 by 24 24 by 24 or 36 24 by 24 or 36 24 by 24 or 36 24 by 48 or 60 24 by 48 or 60 30 by 30 30 by 30 30 by 30 30 by 60 36 by 36 36 by 36 36 by 60 48 by 48 ACOUSTICAL MATERIAL TYPE 1 P(S OR P) OR PC(S) P(S OR P) OR PC(S) BF(S) BF(S) P(S) PC(S) P(S) P(S OR P) OR PC(S) P(S OR P) OR PC(S) P(S) PC(S) P(S) P(S) OR PC(S) PC(S) PC(S) PC(S) PC(S) STEEL FLOOR UNIT TYPE2 F, C or B ForB, F CorB F F, CorB CorB F F, C or B ForB, F. CorB CorB F F, C or B F, C or B ForB, F CorB F CorB For SI 1 inch = 25 4 mm 1(S) = surface perforations, (P) = through perforations 2(F) = all fluted steel units, (C) = all cellular steel floor units, (B) = any blend of fluted and cellular floor units, (B,) = blend of one cellular floor unit and one or more fluted units TABLE 2—DIMENSIONS AND ALLOWABLE LOADS FOR MAIN RUNNERS CATALOG NUMBER 6100 6500 Al 7200 SS 7200 7300 7301 7302 7305 7500 7501 7600 76008 7601 76018 7602 76028 7604 76048 7605 76058 7606 76068 7607 HD 8201 8300 8301 8500 8501 NOTE 1 N/A 1 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TYPE (SEE FIGURE 1) M N B B A A A A H H K L K L K L K L K L K L K A A A H H LENGTH (inches) 144 144 144 144 144 144 120 140 144 144 144 144 144 144 120 120 120 120 120 120 120 120 120 144 144 144 144 144 METAL THICKNESS (inch) 0013 0045 0021 0015 0010 0015 0010 0010 0013 0018 0013 0013 0017 0017 0013 0013 0017 0017 0017 0017 0013 0013 0013 0015HD 0010 0015 0013 0018 MAXIMUM SPAN (feet) 4 4 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 ALLOWABLE LOADS Simple Span Uniform Load (Ib/lm ft) 126 1324 1347 1223 135 1673 135 135 1275 1686 1310 1310 1635 1635 1310 13 10 1635 1635 1635 1635 1307 1307 128 1673 135 1673 1331 1686 Concentrated Load at Midspan (Ib) 252 2648 2694 2446 27 3346 27 27 255 3375 262 262 3270 3270 2594 262 33 3300 33 3300 2594 262 2558 3346 252 3346 2662 3372 For SI 1 inch = 25 4 mm, 1 foot = 304 8 mm, 1 Ib /Im ft =146 N/m, 1 Ib = 4 44 N For notes see Table 3 Page 6 of 13 ESR-1308 TABLE 3—DIMENSIONS AND ALLOWABLE LOADS FOR CROSS RUNNERS CATALOG NUMBER NOTE TYPE LENGTH (inches) METAL THICKNESS (inch) MAXIMUM SPAN (feet) SIMPLE SPAN UNIFORM LOAD (Ib/lm ft) CONCENTRATED LOAD AT MIDSPAN (Ib) 6100 Series XL 6110 XL 6120 XL 6140 XL 61 90 XL 61 80 2 2 2 2 2 M M M M M 12 24 48 72 96 0013 0013 0013 0013 0013 1 2 4 4 4 6689 6689 126 126 126 6689 6689 252 252 252 6500 Series XL 6510 XL 6520 XL 6540 N/A N/A N/A N N N 24 24 48 0045 0045 0045 2 2 4 725 725 146 51 3 51 3 146 7100 Series XL 7128 XL 7148 1 1 E E 24 48 0010 0010 2 4 33 6 41 6 142 AL 7200 Series XLAL7220 XLAL7240 , 2 2 B B 24 48 0021 0021 2 4 4445 633 4445 1266 SS 7200 Series XLSS7220 XLSS7240 3 3 B B 24 48 0015 0015 2 4 61 66 104 61 66 208 7300 Series XL 7318 XL 7398 XL 7360 XL 7368 XL 7328 XL 7378 XL 7330 XL 7348 XL 7342 XL 7340 XL 7341 XL 7357 XL 7358 XL 7390 XL 7390 XL 7380 XL 7380 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 D D D D D D D D C A A A A A A A A 12 18 20 20 24 30 36 48 48 48 48 60 60 48 72 96 96 0010 0010 0013 0010 0010 0010 0010 0010 0010 0010 0015 0015 0015 0010 0010 0010 0010 1 1 5 1 67 167 2 25 3 4 4 4 4 5 5 6 4 8 4 7359 7329 8758 7329 3863 1654 2083 831 998 1225 1689 761 761 33 1224 1 57 1212 3665 5497 73 13 612 3863 186 31 25 1662 1996 255 3278 1903 1903 1438 255 11 1570 7500 Series XL 7510 XL 7560 XL 7520 XL 7570 XL 7530 XL 7540 XL 7541 XL 7549 XL 7558 XL 7590 XL 7580 1 1 1 1 1 1 1 1 1 1 1 H H H H H H H H H H H 12 20 24 30 36 48 48 48 60 72 96 0010 0010 0010 0010 0010 0010 0013 0018 0013 0013 0013 1 167 2 25 3 4 4 4 5 4 4 51 83 51 83 51 83 2867 21 03 1034 1273 1642 58 1273 1273 616 61 6 61 6 53 12 3837 2671 3267 422 209 3267 3267 7600 Series XL 7610 XL 7660 XL 7620 XL 7670 XL 7640 XL 7646 XL 7645 XL 7650 XL 7655 XL 7657 XL 7690 XL 7680 1 1 1 1 1 1 1 1 1 1 1 1 K K 12 20 24 30 48 48 48 60 60 60 72 96 0015 0015 0015 0015 0015 0015 0015 0015 0015 0015 0013 0013 1 167 2 25 4 4 4 5 5 5 4 4 71 66 71 66 7166 3986 1353 1321 1285 609 571 590 1259 1259 7295 7295 7295 4667 31 51 3077 2993 2017 1915 1969 2993 2993 (Continued} Page 7 of 13 ESR-1308 TABLE 3—DIMENSIONS AND ALLOWABLE LOADS FOR CROSS RUNNERS (Continued) CATALOG NUMBER NOTE TYPE LENGTH (inches) METAL THICKNESS (inch) MAXIMUM SPAN (feet) SIMPLE SPAN UNIFORM LOAD (Ib/lm ft) CONCENTRATED LOAD AT MIDSPAN (Ib) 7600 Series (Continued) XL76108 XL 76608 XL 76208 XL 76708 XL 76408 XL 76468 XL 76458 XL 76508 XL 76558 XL 76578 XL 76908 XL 76808 1 1 1 1 1 1 1 1 1 1 1 1 J J J J J J J J J J L L 12 20 24 30 48 48 48 60 60 60 72 96 0015 0015 0015 0015 0015 0015 0015 0015 0015 0015 0013 0013 1 167 2 25 4 4 4 5 5 5 4 4 6969 6969 6969 4776 14 11 1301 126 9 7 7 126 126 6969 6969 6969 597 2822 2602 252 23 20 18 252 252 8200 Series XL 8223 XL 8240 2 2 B B 24 48 0013HD 0013HD 2 4 3863 1275 3863 255 8300 Series XL 831 3 XL 8323 XL 8320 XL 8378 XL 8330 XL 8340 XL 8341 XL 8357 XL 8358 2 2 2 2 2 2 2 2 2 D D A A A A A A A 12 24 24 30 36 48 48 60 60 0009 0009 0011 0011 0011 0011 0015 0015 0015 1 2 2 25 3 4 4 5 5 454 4045 61 33 2084 23 11 1225 1689 747 753 3811 5828 5978 31 17 41 57 2642 3278 1903 1903 8500 Series XL 8520 XL 8540 1 1 H H 24 48 0013 0013 2 4 585 1273 585 2744 For SI 1 inch = 25 4 mm, 1 foot = 304 8 mm, 1 Ib /Im ft = 14 6 N/m, 1 Ib = 4 44 N NOTES 1 = Single stitched web 2 = Double stitched web 3 = Available stitched or unstitched HD = Environmental hot-dipped galvanized finish Page 8 of 13 ESR-1308 •H~ i 13ar h /A 1 , 13 I 34 ' /TX^ i- -H— \ X, /^ f !, L , j L « Jr — t§ — n i" Te E"1 rypEXi TypES * H-l ^r-1 f—Ii .... LI ill I f -i ^?i T 1 11T L j. 1 s1h 1 j i l-s-l TYPEC 4 O-ll-a^z? 7YPEE TYPEF S3 64 L TYPEG TYPEH FIGURE 1—RUNNER PROFILES Page 9 of 13 ESR-1308 % 11 90' 8^k tH TYPEJ 1332 rr1 <! IS64 --2.*16 TYPEK un 64 1332 <f IS64 «i»16 TYPEL _3 64 1332 '! I-- 16 1 IS4 64 .j-^j TYPEM --16 T LTD r A TYPEN FIGURE 1—RUNNER PROFILES (Continued) Page 10 of 13 ESR-1308 BERC-2 CLEARANCE WALL INSTALLATION (UNATTACHED WA_L) O BERC-S TIGHT WALL INSTALLATION (ATTACHED WALL> £1 ; rf?Iff1 f fjlit. r SCRC^RUNHI /__!— V ^ Ar^— J o c\* > = = c, ^J / TIGHLNCD THRCUCX MAINIf VEI RCSTRICTINC StPERATIQKW/iLL HOLDING L_ OPTION TIGHT WALL INSTALLATION <ATTACHED WALL) 0 C3CZ3 1Z=> C=l C=l C= d t- -i '1 1 POP RtVCT FIGURE 2—BERC-2 CLIP Page 11 of 13 ESR-1308 1 Beam 2 Normal-weight Concrete 3 Welded Wire Fabric 4 Steel Form Units 5 Steel Joists 6 Bridging 7 Hanger Wire 8 Air Duct 9 Damper No 16 MSG minimum galvanized steel, sized to overlap duct opening 2 inches, minimum Protected on both sides with V16-mch-thick ceramic fiber paper laminated to the metal with adhesive and held open with a listed fusible link 10 Fixtures, Recessed Light 11 Fixture Protection—Batts and Blankets 12 Steel Framing Members—Worthington Armstrong Venture 13 Acoustical Material 14 Hold-down Clips (Not illustrated) For SI 1 inch = 25 4 mm FIGURE 3—TWO-HOUR FIRE-RESISTANCE-RATED FLOOR-CEILING ASSEMBLY (REFER TO SECTION 4 6 OF THIS REPORT) Page 12 of 13 ESR-1308 fc=5£& For SI 1 inch = 25 4 mm 1 foot =304 8 mm 1 psf = 4 88 kg/m2 1 gallon = 3 81 L 1 sq ft = 0 0929 m2 1 psi = 6 89 kPa 1 Ibm = 0 45 kg 1 sq in = 645 16 mm' 1 Roof Covering Roof covering consisting of hot-mopped or cold application materials compatible with msulation(s) described in Item 2 that provide Class A, B or C covenngs 2 Roof Insulation—Mineral and Fiber Boards The boards shall comply with ASTM C 612, Type 1A or 1B, 24-by-48-mch minimum size, maximum size 48 by 96 inches, to be applied m'six layers Boards to be installed perpendicular to gypsum wallboard direction, with end joints staggered 2 feet in adjacent rows Each layer of board shall be offset, in both directions from layer below a minimum of 12 inches in order to lap all joints Minimum board thickness is 1 inch (No limit on maximum overall thickness ) 3 Sheathing Material (Optional) Vinyl film vapor barrier, applied with adhesive to the gypsum wallboard Adjacent sheets overlapped 2 inches 4 Gypsum Sheathing Water-resistant core gypsum sheathing complying with ASTM C 79 Supplied in sheets nominally 2 by 4 feet to 4 by 12 feet by nominal % inch thick Minimum weight is 2 0 psf Applied perpendicular to the steel roof deck direction with adhesive, or laid loosely End joints to occur over crests of steel roof deck, with end joints staggered 2 feet in adjacent rows 5 Steel Roof Deck Minimum 0 019-mch-thick (26 gage), minimum 1-inch-deep, minimum 25-inch-wide, painted or galvanized, fluted steel deck Flutes shall be approximately 4 inches on center crests approximately 23/< inches wide As an alternate, 1 V2-mch-deep minimum 18- mch-wide fluted galvanized steel deck is permitted Minimum 0 029-mch-thick (22 gage) flutes shall be 6 inches on center, crest width ranging from 3V2 to 5 inches Deck shall be welded to supports with welding washers spaced 12 inches on center Side lap joints of adjacent units welded or secured together with No 12 by V2-inch self-drilling, self-tapping steel screws midway between steel joists 6 Fasteners A Adhesive (Optional) BMCA Insulation Products Inc May be applied between crests of steel roof deck and gypsum sheathing in V?- mch-wide nbbons, 8 inches on center, at 0 4 gallon per 100 square feet May also be applied in V2-mch-wide ribbons 6 inches on center, at 0 4 gallon per 100 square feet, between gypsum sheathing and vapor barner, and between gypsum boards and roof insulation when vapor barner is omitted May also be applied at the same rate between layers of roof insulation B Mechanical Fastener (Not shown) Any steel nail or steel clip designed for the purpose may be used to attach one or more layers of insulation to steel roof deck (through gypsum sheathing) The gypsum sheathing may also be attached directly to the steel roof deck with the mechanical fasteners C Hot Asphalt or Coal Tar Pitch (Not shown) May be used as an alternate to adhesive between layers of roof insulation, at a rate not to exceed 35 pounds per 100 square feet FIGURE 4—8500 SERIES ONE-HOUR FIRE-RESISTANCE-RATED ASSEMBLY Page 13 of 13 ESR-1308 7 Steel Joists Type 10J4 or 12K I minimum size 10K1 size may be used when limited to a span of 12 feet 0 inches maximum As an alternate any LH Series steel joists spanning no greater than 60 feet may be used For spans greater than 60 feet, LH Series joists may be used, provided their vertical deflection under total load shall not be greater than V,« of the joist span 8 Bridging Steel bars, V2 inch in diameter, welded to top and bottom chords of each joist 9 Cold-rolled Channels Number 16 MSG cold-rolled steel channels 1V2 inches deep with 9/16-mch flanges shall be placed on lower chord of joists and secured with 18 SWG galvanized steel wire Installed perpendicular to joists the channels shall be located as required to provide hanger wire attachment points When steel joists are spaced more than 5 feet on center, two cold-rolled channels) shall be placed back to back and tied together with a double strand of 18 SWG galvanized steel wire at 24 inches on center The double channels installed perpendicular to the joists and spaced a maximum of 48 inches on center may be placed on top of the joists' bottom chord and tied to each joist with a double strand of 18 SWG galvanized steel wire, or suspended below the joists with 12 SWG galvanized steel wire wrapped around the cold-rolled channels and with the other end wrapped around the bottom chord of the joists 10 Hanger Wire Number 12 SWG gcilvanized wire shall be twist-tied to steel joists or cold-rolled steel channels When the ceiling consists of nominal 24-by-24-inch panels or 24-by-48-mch panels, hanger wires shall be spaced a maximum of 48 inches on center on mam runners adjacent to cross tee intersections Hanger wires shall occur at all four corners of light fixtures, at midspan of cross tees adjacent to 4-foot light fixtures and air duct outlets and adjacent to each mam runner splice When the ceiling consists of nominal 20-by-60-mch panels, hanger wires shall be spaced 40 inches on center along mam runners, and one wire shall occur at each corner of light fixtures, at midspan of all cross tees, and adjacent to each mam runner splice 11 Air Duct Minimum 0 019-mch-thick (26 gage) galvanized steel Total area of duct openings shall not exceed 576 square inches per each 100 square feet of ceiling area Area of individual duct openings shall not exceed 576 square inches Maximum opening dimension is 18 inches Inside and outside faces of duct throat*shall be protected with V16-mch-thick ceramic fiber paper, laminated to the metal Maximum dimension of opening is 30 inches Duct supported by 1 V2-mch-deep, minimum 0 053-mch-thtck (16 gage) cold-rolled steel channels spaced not over 48 inches on center, suspended by No 12 SWG galvanized steel wire 12 Damper Minimum 0 056-mch-thicK (16 gage) galvanized steel, sized to overlap duct opening a minimum of 2 inches Protected on both sides with V16-mch-thick ceramic fiber paper, laminated to the metal, and held open with a fusible link 13 Fixtures, Recessed Light Fluorescent-lamp-type steel housing, nominally 2 by 4 feet or 20 by 60 inches in size Fixtures shall be spaced so their total area does not exceed ?4 square feet per each 100 square feet of ceiling .area When 20-by-60 inch fixtures shall be used, fixture stabilizers formed from No 16 gage steel channels, shall be used in addition to the hanger wires at midspan of the cross tees Fixture shall be wired in conformance with the National Electrical Code Fixture and ballasts shall be considered for ambient temperature conditions before installation 14 Fixture Protection—Acoustical Material—Armstrong World Industries, Inc Type 5/8-mch P (S) or 5/6-mch PC (S) is cut to form a five- sided enclosure, trapezoidal in cross section approximately 1/2 inch longer and widei, and 5/B inch higher, than the light fixture housing For 2-by-4-foot fixtures, the protection c onsists of a 233/4-by-473/<-mch top piece, two 57/e-by-473/,,-inch side pieces, and two 41/2-by-233/,,-mch end pieces For 20-by-60-mch fixtures, the protection consists of a nominal 20-by-60-mch top piece, two nominal 6-by-60-mch side pieces, and two nominal 4V2-by-20-mch end pieces The top edge of each fixture protection side piece may be provided with a 1-mch-deep-by- maximum-20-mch-long notch near its midpoint The side and top pieces shall be laid in place and the end pieces shall be held in place with three 8d nails spaced 8 inches on center (S) - Surface perforations 15 Steel Framing Members—Armstrong World Industries, Inc Type 8500 systems, with a 15/16-mch-wide flange grid shall be used Mam runners, nominally 12 feet long, shall be spaced 4 feet on center Cross tees, nominally 4 feet long, shall be installed perpendicular to mam runners and spaced 2 feet on center Cross tees, nominally 2 feet long, shall be installed perpendicular to 4-foot cross tees and spaced 4 feet on center Grid modules containing light fixtures shall employ a fixture-centering c lip at each comer The No 24 gage electrogalvanized steel clip is nested on the flange of the intersecting grid tees, has two 17/16-mch-long legs with their sides perpendicular to each other, and has a U-shaped return at the top of each leg for engaging over the bulb of the intersecting grid tees 16 Acoustical Material Nominal 24-by-24-mch or-48-mch lay-in panels Border panels shall be supported at walls by minimum 0 016-mch-thick (26 gage) painted steel angles with 7/6-mch legs, or, minimum 0 016-mch-thick (26 gage) painted steel channels, 1V8 inches deep with 7/8-mch flanges 17 Hold-down Clips (Not shown) Number 24 MSG spring steel, placed over cross tees at 2 feet on center FIGURE 4—8500 SERIES ONE-HOUR FIRE-RESISTANCE-RATED ASSEMBLY (Continued) CERTIFICATE OF COMPLIANCE (Part 1 of 4)LTG-1-C PROJECT NAME PACIFIC DENTAL OFFICE PROJECT ADDRESS BESSI RANCH 2635 GATEWAY ROAD, SUITE 101 CARLSBAD, CA PRINCIPAL DESIGNER-LIGHTING JAMES A MONTROSS DOCUMENTATION AUTHOR JAMES A MONTROSS TELEPHONE (949) 555-9005 TELEPHONE (949) 553-9005 GENERAL INFORMATION DATE OF PLANS | 8/19/08 BUILDING CONDITIONED FLOOR AREA 2,9690050 FT CLIMATE ZONE BUILDING TYPE El NONRESIDENTIAL D HIGH RISE RESIDE NTIAL DHOTEL/MOTEL GUEST I CONDITIONED SPACES D UNCONDITIONED SPACES 0 INDOOR / OUTDOOR SIGNS PHASE OF CONSTRUCTION NEW D ADDITION D ALTERATION METHOD OF COMPLIANCE PERFORMANCE I COMPLETE BUILDING I AREA CATEGORY D TAILORED COMMON LIGHTING STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications need to comply with Title 24, Parts 1 and 6 of the California Code of Regulations This certificate applies only to building lighting requirements The documentation preparer hereby certifies that the-floyumentationjqaccuffte and complete DOCUMENTATION AUTHOR JAMES A MONTROSS DATE 8/19/08 The Principal Lighting Designer hereby certifies trat the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets with/the specifications, and with any other calculations submitted with this permit application The proposed building has been designed to meet lighting requirements contained in applicable parts of Sections 110,119 130-132 146. 148, & 149 of Title 24 Part 6 0 The plans & specifications meet the requirements of Part 6 (Sections 10-103a) D The installation certificates meet the requirements of Part 6 (10-103a 3) D The operation & maintenance information meet the requirements of Part 6 (10-103C) Please check one (These sections of the Business and Professions Code are printed in full in the Nonresidentiai Manual) 0 I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation, and that I am licensed in the State of California as a civil engineer or electrical engineer or I am a licensed architect D I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by section 5537 2 or 6737 3 to sign this document as the person responsible for its preparation and that I am a licensed contractor performing this work D I affirm that I am eligible under Division 3 of thejfeisiness and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Bus^rfe^s and Professions Qftde Sections 5537 553B and 6737 1 PRINCIPAL LIGHTING DESIGNER-NAME JAMES A MONTROSS / LIGHTING MANDATORY MEASURES ^SIGNATURE /J- /I ' jl 1 ~Jf ' • / DATE 8/19/08 LIC # E12272 s D Indicate location on plans of Wote Block for Mandatory Measure | LIGHTING COMPLAINCE FORMS & WORKSHEETS (check box If worksheet is included) I 0 LTG-1-C Parts 1 of 4 and 2 of 4 D LTG-1-C Part 3 of 4 0 LTG-1-C Part 4 of 4 El LTG-2-C D LTG-3-C D LTG-4-C 0 LTG-5-C D LTG-6-C D LTG-7-C D LTG-8-C D LTG-9-C 0 OLTG-4-C Certificate of Compliance Part 1 of 4 and 2 of 4 are required for all submittals Certificate of Compliance Part 3 of 4 submittal is required only if Control Credits are claimed Certificate of Compliance Part 4 of 4 submittal is required when lighting controls are installed Interior Lighting Schedule Portable Lighting Worksheet Lighting Controls Credit Worksheet Interior Lighting Power Allowance Tailored Method Worksheet Room Cavity Ratio Worksheet Common Lighting Systems Method Worksheet Line Voltage Track Lighting Worksheet Signs (See OLTG-4-C Sign Worksheet in Chapter 6 Outdoor Lighting and Signs Chapter) 2005 A/onres/c/enf;a/ Compliance Forms CERTIFICATE OF COMPLIANCE (Part 2 of 4) LTG-1-C"1 PROJECT NAME pAC|p|C DENTA|_ QFFICE DATE 8/19/08 | INSTALLED INTERIOR LIGHTING POWER FOR CONDITIONED AND UNCONDITIONED SPACES INSTALLED LIGHTING, CONDITIONED SPACES (From LTG-2-C) PORTABLE LIGHTING (From LTG-3-C) LIGHITNG CONTROL CREDIT CONDITIONED SPACES (From LTG-4-C) CONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER INSTALLED LIGHTING UNCONDITIONED SPACES (From LTG-2-C) LIGHITNG CONTROL CREDIT UNC ONDITIONED SPACES (From LTG-4-C) UNCONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER ALLOWED INTERIOR LIGHTING POWER FOR CONDITIONED SPACES -/ D COMPLETE BUILDING METHOD (from LTG-5-C) 0 AREA CATEGORY METHOD (from LTG-5-C) D TAILORED METHOD (from LTG-5-C) ALLOWED WATTS ALLOWED LIGHTING POWER 3,027 30 ALTERNATE COMPLIANCE n PERFORMANCE METHOD D COMMON LIGHTING SYSTEM (from LTG-8-C) ALLOWED INTERIOR LIGHTING POWER FOR UNCONDITIONED SPACES (From LTG-5 C)Watts I MANDATORY LIGHTING MEASURES FOR INTERIOR LIGHTING AND DAYLIT AREAS MANDATORY INTERIOR AND DAYLIGHTING AUTOMATIC CONTROLS CONTROL LOCATION (Room #, Area #, or Description ) ELECTRIC ROOM CONTROL IDENTIFICATION TC CONTROL TYPE (Auto Time Switch, Dimmimg, Photosensor, etc ) TIME CLOCK SPACE CONTROLLED Lists the location of controlled lights ALL •/ If Control is for Dayhghtmg NOTE TO FIELD 2005 Nonresidential Compliance Forms April 2005 CERTIFICATE OF COMPLIANCE (Part 4 of 4) LTG-1 -C PROJECT NAME DATE PACIFIC DENTAL OFFICE 8/19/08 Designer: This form is to be used by the designer and attached to the plans Listed below are all the acceptance tests for lighting systems The designer is required to check the boxes by all acceptance tests that apply and list all equipment that require an acceptance test If all equipment of a certain type requires a test, list the equipment description and the number of systems to be tested in parentheses The NJ number designates the Section in the Appendix of the Nonresidenbal ACM Manual that describes the test Also indicate the person responsible for performing the tests (i e the installing contractor, design professional or an agent selected by the owner) Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately Building Departments: Systems Acceptance Before an occupancy permit is granted for a newly constructed building or space, or a new space-conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance In addition a Certificate of Acceptance, MECH-1-A, Forms shall be submitted to the building department that A Certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of §10-103(b) and Title 24 F'art 6 Test Description s EZI LTG-2-A Lighting Control Acceptance Document • Occupancy Sensor Acceptance • Manual Daylight Controls Acceptance • Automatic Time Switch Control Acceptance Equipment reauirmq acceptance testing AUTOMATIC TIME CLOCK CONTROL s D LTG-3-A Automatic Dayhghtmg Controls Acceptance Document Equipment requiring acceptance testing Test Performed By ELECTRICAL CONTRACTOR 2005 Nonresidential Compliance Forms April 2005 INTERIOR LIGHTING SCHEDULE (Part 1 of 2) LTG-2-C PROJECT NAME PACIFIC DENTAL OFFICE DATE 8/19/08 INSTALLED LIGHTING POWER FOR CONDITIONED SPACES Luminaire A Name A C D E B Type Description 2' x 4' TROFFER 1' x 4' WRAPAROUND 4" DOWNLIGHT 2' x 4' TROFFER Lamps/Ballasts c ^ST? 3O> T3 FLUOR FLUOR FLUOR FLUOR D Number ofLamps perLuminaire3 2 1 2 E 1) TJ •§ 1*1 32 32 13 32 F Number ofBallast perLuminaire1 1 1 1 Installed Watts G Watts perLuminaire90 60 15 60 H ^ i? oyn* ;= S • ^ ./ 1 Number ofLummaires17 4 27 12 J 2§| x en St-l 1,530 240 405 720 PAGE TOTAL | 2,895 [ BUILDING TOTAL (sum of all pages) [+_ PORTABLE LIGHTING (From LTG-3-C) f+" CONTROL CREDIT (from LTG-4-C) |- ADJUSTED ACTUAL WATTS =2,895 2005 Nonresidential Compliance Forms April 2005 INTERIOR LIGHTING POWER ALLOWANCE LTG-5-C PROJECT NAME PACIFIC DENTAL OFFICE DATE 8/19/08 ALLOWED LIGHTING POWER (Choose One Method) COMPLETE BUILDING METHOD- CONDITIONED SPACES BUILDING CATEGORY (From § 146 Table 146-B) WATTS PER (ft2) COMPLETE BLDG AREA ALLOWED WATTS AREA CATEGORY METHOD - CONDITIONED SPACES A AREA CATEGORY (From § 146 Table 146-C) MEDICAL CORRIDOR/SUPPORT/RESTROOM OFFICE LOUNGE WAITING B WATTS PER (ft2) 1 2 06 1 2 1 1 1 1 c AREA (ft2) 1,597 16 85043 26924 124 11 12806 D ALLOWED WATTS 1,91659 51025 32308 13652 14086 TOTALS | TAILORED METHOD- CONDITIONED SPACES 2,969 00 AREA 3,027 30 WATTS TOTAL ALLOWED WATTS | (From LTG-6-C) UNCONDITIONED SPACES A Complete Building and Area Category Methods CATEGORY (From § 146 Table 146-B & C) B WATTS PER (ft2) TOTALS C AREA (ft2) D ALLOWED WATTS AREA WATTS TAILORED METHOD- UNCONDITIONED SPACES TOTAL UNCONDITIONED SPACES ALLOWED WATTS (From LTG-5-C and LTG-6-C) 2005 Nonresidential Compliance Forms April 2005 [LIGHTING MANDATORY MEASURES*LTG-MMl PROJECT NAME PACIFIC DENTAL OFFICE DATE 8/19/08 DESCRIPTION D D For every floor, all interior lighting systems shall be equipped with a separate automatic control to shut off the lighting This automatic control shall meet the requirements of Section 119 and may be an occupancy sensor, automatic time switch, or other device capable of automatically shutting off the lighting Override for Building Lighting Shut-off The automatic building shut-off system is provided with a manual, accessible override switch in sight of the lights The area of override is not to exceed 5,000 square feet Automatic Control Devices Certified All automatic control devices specified are certified, all alternate equipment shall be certified and installed as directed by the manufacturer Fluorescent Ballast and Luminaires Certified All fluorescent fixtures specified for the project are certified and listed in the Directory All installed fixtures shall be certified Individual Room/Area Controls Each room and area in this building is equipped with a separate switch or occupancy sensor device for each area with floor-to-ceiling walls Uniform Reduction for Individual Rooms All rooms and areas greater than 100 square feet and more than 0 8 watts per square foot of lighting load shall be controlled with bi-level switching for uniform reduction of lighting within the room Daylight Area Control All rooms with windows and skylights that are greater than 250 square feet and that allow for the effective use of daylight in the area shall have 50% of the lamps in each daylit area controlled by a separate switch, or the effective use of daylight cannot be accomplished because the windows are continuously shaded by a building on the adjacent lot Diagram of shading during different times of the year is included on plans Control of Exterior Lights Exterior mounted fixtures served from the electrical panel inside the building are controlled with a directional photo cell contiol on the roof and a corresponding relay in the electrical panel Display Lighting Display lighting shall be separately switched on circuits that are 20 amps or less Designer JM JM JM JM JM JM JM N/A N/A Enforcement 0 "t £ c LU < -1 Q.;;i^ao (D P X ("5W -Jz 0 (0 CO U<1g^ LiJ 0 Li_LJ_ O 1 LlJ Q : oLJ_ £Q_r more of theuse one o^o •=, 1 1tlD>£ CO E > o? ll~ B S£ ^C?« EC* Jogf V ^ (A 5 I D)Cf Jj 1 i AltematCO U. a a. O z E £ c "I 1 ffi a el 3 £reL 5 LI = ) ) 1 Electronic Ballasts with Output Frequency of 20kHz or more CFLs not containing Medium Screw Base Sockets Earner Coat Fluorescent Lamps (includes most T5 and T8 lamps) Light Emitting Diode (LED) Neon and Cold Cathode Pulse Start or Ceramic Metal Halide High Pressure Sodium Is G Smaller than K? Y/N Total Designed Sign Input watts Number of Ballasts In Signs Number of OR Lineal Feet of Lamps Lamp Type Allotted Watts (DXF) Allotted LPD (12 or 2 3) (W/tt2) Internally (I) OR Externally (E) Illuminated Sign Area (ft2)Descnption orLocationQuantity of Signs Sign Symbol or Code •>EXTERIOR SIGNAGE |- Q) v>c C/3 •o 0) CD E3 ^>. re CD•sm f t 1$ CO CM 2 5 n 5) V) V a 5 >-. 6 D 33 D CD370S : CN 0)CO3 3 _l r3> 5 ! 5_ -5 3 C/T-n §s=1 COo ct= o>£ 55 11 OT ^!•§3 3 8 gc > f 5 ?3I 75 0) CD CO >o •*= t ESs £< « o5 » ei ill 1^505 r- CD= C UCD O 0J3 0 JI ? "S§ 3 $to = E u g>S 3 « T3 2 CD CD[0 r" t a>|| S^.s= 0 C B 03 (D 8f J S.-5 c8*2 S S|?s *!= en E: CD p S E| >.^2 >, 111is!srnally Illuminated or E)nt lamps, medium baseons of Internally and Exc 8 tc §aco -o-o - ro 2 0) ££ 1 sl£. CO D I o b 6 S. 5 o 10 Check a License or Home Improvement Salesperson (HIS) Registration - Contractors Stat Page 1 of 1 Department of Consumer Affairs • feOV Contractors State License Etoard Contractor's License Detail - License # 709664 (li-i DISCLAIMER A license status check provides information taken from the CSLB license database Before relying on this information, you should be aware of the following limitations '• CSLB complaint disclosure is restricted by law (B&P 7124 6) If this entity is subject to public complaint disclosure, a link for complaint disclosure will appear below Click on the link or button to obtain complaint and/or legal action information • > Per BSP.7Q71 17, only construction related civil judgments reported to the CSLB are disclosed * Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitration > Due to workload, there may be relevant information that has not yet been entered onto the Board's license database License Number Business Information Entity Issue Date Expire Date License Status Classifications Bonding Extract Date 01/21/2009709664 DONALD B WEBB 8937 DOUGLAS FIR CIR RIVERSIDE, CA 92508 Business Phone Number (951) 656-5405 Sole Ownership 07/13/1995 07/31/2009 This license is current and active All information below should be reviewed CLASS DESCRIPTION GENERAL BUILDING CONTRACTOR CONTRACTOR'S BOND This license filed Contractor's Bond number 25535 in the amount of $12,500 with the bonding company AMERICAN CONTRACTORS INDEMNITY COMPANY Workers' Compensation Effective Date 01/01/2007 Contractor's Bonding History This license is exempt from having workers compensation insurance, they certified that they have no employees at this time Effective Date 07/05/1995 Expire Date None Personnel listed on this license (current or disassociated) are listed on other licenses Other; License's 'i _Conditipns_g_f Use | Privacy Policy. 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