Loading...
HomeMy WebLinkAbout2180 RUTHERFORD RD; ; CB984223; PermitCity of Carlsbad 05/04/2000 Building Permit Permit No:CB984223 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: 2180 RUTHERFORD RD CBAD CTI Sub Type: 2120702400 Lot#: $288,000.00 Construction Type: NEW Reference #: 1ST & 2ND FLOOR MOVABLE PART-' ITIONS-CALLAWAY BALL FACILITY Owner: Status: Applied: Entered By: Appr/lssued: Inspect Area: BKM ARCHITECTS CALLAWAY GOLF CO 9650 CHESEPEAKE DR SAN DIEGO CA 92123 619 569-4700 ISSUED 12/07/1998 JM 01/13/1999 TP 6335 05/04/00 0001 01 ()·"; ..:. Total Fees: $2,490.73 Total Payments To Date: $2,170.00 Balance Due: $320.73 Description Fee BLDG PLAN CHECK 831.40 BUILDING PMTS 1,279.08 MISC BLDG PMTS 319.77 STRNG MOTION 60.48 Inspector: El~~~f:[Q) ~~~i~if ... HAS EXPrr:.~o IN ACCORDANCE WITH-U.8.@ • . . J 106.4.4 FINAL APPROVAL Date: ________ _ 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 capactiy · 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 oreviouslv been aiven a NOTICE similar to this, or as to which the statute of limitations has previouslv otherwise exoired. 7H"l 0/(!_, PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 Plan Ck. Depo.,.._-=,=.~---...lL~L+:-4-<./ Validated By__;~....;__--+-+-.FHciY-(760) 438-1161 r?~,~~ir~!)~_-;&,z.1 ___ s.t,c:J/.f*=1 _________ ~----~--D-ate ______ _ 4!1:·r~,·':1!~s1;o~mnb;·~1o~-.,7 ~oismB~-<-1;:; ,2~. Address (include Bldg/Suite #) Busine°ss Name (at this address) legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units 4097 12/07/98 0001 01 02 Assessor's Parcel # Existing Use Proposed l)se C-PRMT 831a{l0 Name Address City State/Zip Telephone# 14.-·:;'PRQPEJd;Y'§wNEB'· <-" ·_ --" Name Address City S.tate/Zip Telephone# ~$'l;; '. .. C.<!N.'lAA9tQR.::.:q9_t,_1P~tff t¥4f!'I~ · ,; _ .: ... _ . ..:._,.,_ ·- (Seq. 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 permit subjects the applicant to a civil penalty of not more than five hundred dollars [$5001). ~~(YY\ ' . . ' ' ' ~Designer Name State License# _________ _ raA::;_,--::W.Q~l<J.tl~~-'f~Mn~§A1f.1~:,r4r:· -:;:;;-:::~~:t~-· ~,, 'u -~y ~-,, --,~---., .-~ ) .--~/;, ~ •• ~ .. ~~:,:~~"".:~ ;:,, __ ~\. ~::,;; ~~~ ~~,:q~-:}: ·4 ~ ... ~ .. ~: .. ~~~~ -~L~ ::~;::;,:::r~ ~ s~:; -~-~:~J Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declar11tions: [J 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. · D 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 compensation insurance carrier and policy number are: .., : Insurance Company ,lf &~RJY f1u7U,/IJ,.. Policy No. Wl1-I/ /.,.. _l/ll,f~r;-/t/J Expi;;;tion Date /-J/ ,.qt:J. (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED D,OLLARS [$1001 OR LESS) D CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I ·shall not employ !lnY person in any manner so as to become subject to the Wo ers' Compensation Laws of California. WARNING: Failure to se ure sation overage is ·unlawful, and .shall subject an employer to criminal penalties and civil fines up_io.one hu!ldrec! thousand dollars ($100, 00), i cost compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE -DATE_ /-/J!l9 . tt.:-:~.ttw.»e.fi;:)1u1t:oeRJ>: ·----·"· ~-,.... ;;, ::~·:::::.~ ~~;E:.:;;,;::~~~::L'..:::.""~ ,:s::.:.r~:f..:I'2:::,~:'.'5'-J;: :,2 .. ~X:;£:: ·:~.: I hereby affirm that I am pt from the Contractor's License Law for the following reason: D 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 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 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 pursu;mt 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 qt the proposed property improvement. D YES []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 co_nstruction (include name/ address/ phone number/ 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 number/ 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 number/ type of work): ____________ ~------------------~~~-----~----------------- PROPERTY OWNER SIGNATURE_~--~---~--~---,,--------DATE __ .,--_____ _ f<:'oMP.LET(iliis'1~ectioN:F68.ilo,x~~diNi7Ai.au1fo1N'1>ekM;1~011itxf:,:C:. '"':77::::= · .~J'."'."'/ ·: . ·. ··"'t;·':7.C':'.,(s°'~;::~7:F.f: ·. .· , ·;;c-.. s ,: ... ,. Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management ahd prevention program under Sections 25505, 255;33 or 25534 of. the Presley-Tanner Hazardous Substance Account Act? D YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES O 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. C.Jt9.N.$,Tfil[Q:UQ~:~~o}f{~M~~c;y::,_:--:~. ·: .' · ·:..:.:z;::;:c-;_z~~:-~,,_,., _ .. ' · 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 _______________________ _ tiv:::Aeet1cANLCERT11;1c&1101,1, .. :""'::-·. -·~ · .. · · L '· ·, ••• •• -•• -;;,; •• • :_ • , •• ~~-::-~.: :c:~Z:,~7:-:::.~~~r±:::i I certify that I have read the application and state that the above information is correct and ·that the informatiqn on the plans is accurate. I agree to comply with all , <J:ity ordinances and State laws relating to building construction. I hereby authorize. representatives of the Citt 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 strµctures over 3 stories in height. EXPIRATION: Every permit ·issued by the Building Official under the provisions-of this Code shall expire 'by limitation and ·become null and void if the building_ or wprk authorized by such permit i o om enced within 365 days from the date of such permit 9r if the building or work authorized by such permit is suspended L or·abandoned at any time after-t I< ·s c d for a period of 180 days (Section 106.4.4 Uniform Building Code) .. ~ APPLICANT'S SIGNATURE -----t--~---..... _..-_-:_-:____________ DATE \'2 101-.1<:6. WHITE: File YELLOW: Applicant · PINK:'Finance City of Carlsbad 10/07/1999 Plumbing Permit Permit No:CB990142 Building Inspection Request Line (760) 438-3101 Job Address: Permit Type: 2180 RUTHERFORD RD CBAD PLUM Status: PENDING 01/13/1999 DT Parcel No: 2120702300 Lot#: 0 Applied: Construction Type: NEW Entered By: Reference #: Plan Approved: Issued: Project Title: $EWER PERMIT FEES FOR CB984223 Inspect Area: Applicant: BKM 9650 CHESAPEAKE DR SAN DIEGO CA 92123 619-569-4 700 Total Fees: $87,983.16 Plumbing Issue Fee Fixture or Trap .Building Sewer Roof Drain Install/Repair Water Line Water Heater and/or Vent Gas Piping System V~cuum Breaker Other Plumbing Fees Master Drainage Fee Sewer Fee TOTAL PERMIT FEES Inspector: Owner: CALL.AWAY GOLF CO C/O DONALD H DYE 2285 RUTHERFORD RD CARLSBAD CA 92008 Total Payments To Date: $0.00 0 0 0 0 0 0 0 FINAL APPROVAL Balance Due: $87,983.16 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $87,983.16 $87,983.16 Date: .,-------Clearance: NOTICE: Please take NOTICE that approval of your projecrincludes 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 bf these fees/exactions. If you protest them, you must foilow 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 MuniciparCode 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 capactiy 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 vou have oreviouslv been oiven a NOTICE similar to this or as to which the statute of limitations has oreviouslv otherwise exoired. City of Carlsbad i=-UOtO•H~i•J4•ih411,14hl March 14, 2000 BKM 9650 CHESAPEAKE DR SAN DIEGO, CA 92123 Permit Number: Issue Date: ADDRESS: 2180 RUTHERFORD CB984223 12/07/98 RE: BUiLDING PERMIT EXPIRATION PERMIT TYPE: CTI PLEASE CALL FOR AN INSPECTION IF WORK IS COMPLETE Our records indicate that your building permit will expire by limitation of time on 01/13/00. The provisions of UBC, Section 106.4.4 as amended by the Carlsbad Municipal Code state: "EXPIRATION. Every permit issued by the Building Official tinder the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within one calendar year from the date of such permit, or if the building or work authorized by such permit is stopped at any time after .. the work is commenced for a period .of six consecutive calendar months or if the building or work authorized by such permit exceeds three calendar years from the issuance date · of permit. Work shall be· presumed to have commenced if the permittee has obtained a required inspection approval of work authorized by -the permit by the Building Official within one year of the date of permit issuance. Work shall be presumed to be stopped if the permittee has· not obtaine_d a required inspection approval of work by the Building Official within each six month period upon the initial commencement of work authorized by such permit." Before such work can be recommenced, a new permit, or a renewal permit as specified in the attached copy of the code, shall be obtained. Any person holding an unexpired permit may apply for an -extension of the time within which he may cqmmence work under that permit when he is unable to commence work within the time required by this section for good and satisfactory reasons. The Building Official may extend the time for action by the permittee for a period not exceeding 180 days upon written request by the permittee showing that circumstances beyond the control of the permittee have prevented action from being taken. No permit shall be extended more than once. Please check below indicating your intentions and return this letter to us. Project abandoned. A new permit will be obtained prior to commencing work. . . No fee extension requested for 180 days. (attach a letter of explanation) Renewal permit requested. If the project has been completed and only a final inspection is needed, please call the inspection request line at (760) 602-2725. If you have any questions, please contact the Building Department at (760) 602-2702. PAT KELLEY Principal :Building Inspector AWJgg1Fatraday Avenue• Carlsbad, CA 92008-7314 • (760) 602-2700 • FAX (760) 602-8560 @ City of Carlsbad Bldg Inspection Request For: 01411/2001 L:'!!i! Permit# CB984223 Inspector Assignment: TP _.___ Title: 1ST & 2ND FLOOR MOVABLE PART-' Description: ITIONS-CALLAWAY BALL FACILITY Type: CTI Sub Type: Job Address: 2180 RUTHERFORD RD Suite: Lot Location: APPLICANT BKM ARCHITECTS Phone: 8588642179 lhspector: _£ Owner: CAI-LAWAY GOLF CO '-?\ff\.~~ Remarks: 1ST AND 2ND FLR MOVEABLE PARTITIONS Total Time: CD 19 Description Final Stn.Jctural ... Associated PCRs lnsRection Histoiy Dcite Description 07/31/2000 14 Frame/Steel/Bolting/Welding 07/27/2000 14 Frame/Steel/Bolting/Welding 05108/2000 14 Frame/S.teel/Bolting/Weldirig 05/08/2000 14 Frame/Steel/Bolting/Welding 09/30/1999 14 Frame/Steel/Bolting/Welding 09/29/19~9 89 Final Combo 09/09/1999 14 Frame/Steel/Bolting/Welding 09/09/1g99 19 Final Structural 08/31/1999 14 Frame/Steel/Bolting/Welding 08/12/1999 14 Frame/Steel/Bolting/Welding 06/14/1999 14 Frame/Steel/Bolting/Welding 06/14/1999 14 Frame/Steel/Bolting/Welding Act N.ll Act co NS NR NR NR CA NR NR NR NS NR NR Requested By: SCOTT Entered By: CHRISTINE Comments Lo MF. k INt£{A.) $V/?£ I(__ 7 lnsp Comments TP WALL BRACING NOT PER PLAN, CONNECT TO FLR TP RE-SCHD 7/31 TP CONT. NO SHOW tP TP CONT NOT READY TP TP TP ND FLR & CEIL OPEN FOR INSP TP RE-SCHD@LATER DATE TP SEE CALL SLIP FOR COMMENTS TP NEED LOCATION OF WORK TP NEED PART. OPEN FOR INSP City of Carlsbad Bldg Inspection Request For: 7/31/2000 Permit# CB984223 Inspector Assignment: TP -,-..- Title: 1ST &2ND FLOOR MOVABLE PART-' Description: ITIONS-CALLAWAY BALL FACILITY Type: CTI Sub Type: Job Address: 2180 RUTHERFORD RD Suite: Lot Location: APPLICANT BKM ARCHITECTS Owner: CALLAWAY GOLF CO Remarks: Total Time: CD 14 Description Frame/Steel/Bolting/Welding Associated PCRs lnsgection Histo(Y Date Description 7/27/2000 14 Frame/Steel/Bolting/Welding 5/8/2000 14 Frame/Steel/Bolting/Welding 5/8/2000 14 Frame/Steel/Bolting/Welding 9/30/1999 14 Frame/Steel/Bolting/Welding 9/29/.1999 89 Final Combo 9/9/1999 .14 Frame/Steel/Bolting/Welding 9/9/1999 19 Final Structural 8/31/1999 14 Frame/Steel/Bolting/Welding 8/12/1999 14 Frame/Steel/Bolting/Welding 6/·14/1999 14 Frame/Steel/Bolting/Welding 6/14/1999 14 Frame/Steel/Bolting/Welding Act Act NS NR NR NR CA NR NR NR NS NR NR Phone: 8584510139 X 107 Inspector:£. Requested By: RESET FROM FRI Entered By: CHRISTINE Comments lnsp TP TP TP TP TP TP TP TP TP TP TP w4"-: 4/lA ~,7 MtJt #&A-"'-A.,J Cu~ -/c, ~1,,t....-, I Comments RE-SCHD 7/31 CONT. NO SHOW CONT NOT READY i I ND FLR & CEIL G RE-SCHD@LAl SEE CALL SLIP I NEED LOCAT1ol NEED PART. 0~ l ~· JAN 05 •99 14:54 FR DEGENKOLB ENGINEERS 415 981 ~157 TO 16192778931 01105/$~ TU£ 14;39 Fil 6192778931 HKM Carlsbad 98-4223 I 12/24/98 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: f.lBQ. f4}(1{04.fogJ} fJ..oA() P.01/01 PLAN CHECK NUMBER: qe ... 42~?) OWNER'S NAM~: CAL1Al4ALI {4')L:f I, as the c,wner. or agent of the owner (contractors may not employ the special inspector) . . certify that i. or the architect/engineer of record, will be responsible for employing the special inspector(s} as required by Uniform Building Code (USC} Section 1701. '1 for the construction project located at ·e site liste above. UBC Section 106.3.5. I, as the engineer-Jar:· ect of record, certify that I have prepared the following special inspection program as required by UBC Sedion 106.3.5 for the construction project located at the site listed above. 1. list of work requiring special inspection: D Soils Compliance Prior to Foundation Inspection 0 Structural Concrete Over 2500 PSI D Prestressed Concrete · 0 Structural Masonry D Designer Specified 2. Name(s) of individual(s) or firm(s) responsjble for the special inspections listed above: ~UU2 A. _ _,_ft;t...ic.;;.u~l-&,411q,adr11.-.L_-__ . _,JtL.,,lm'.L4).l.{A,J..n/!J,,jur:/-.~'lk)ti:;i;·~-&u~a~li~tyq._:.ll..~'l.~/U~T:..:dtz?~(,/:1-_. ____ _ B. ____ ...,.... ___________ ...;... __________ _ C. --------------------------------- 3, Duties of the special inspectors for the work listed above: B. C. s.pecial inspectors sha!l c:hedc in wilh tha Cily and present tl'!P.ir credentials for approval nr!SJLJ2 beginning work 0,1111ej0l:J ~,re. SlP 4997 CQAG CONSTRUCTION QUALITY ASSURANCE GROUP Client: _B_K_M ________________________ _ Report No. _1 ____ _ 11055 TECHNOLOGY DRIVE, STE, 100 CQAG Proi. No. ~P~M~-=25=5~-- SAN DIEGO, CA 92127 CQAG Acct. No. _1...,.9.._7-_..2 ______ _ Paae: _1~P~E~1~--- INSPECTION REPORT Project Name· (per plans): CALLAWAY GOLF Bldg. Permit No.: 984223 ---------------------------_..;..;;...=;__ __ Project Addr~ss (legal): 2180 RUTHERFORD ROAD, CARLSBAD, CALIF. Plan File No.: Architect: N/A Govt. Cont. No.: Engineer: DEGENKOLB ENGINEERS Census Tract No.: ------Contractor: BKM . Other: . INSPECTION MAT'L SAMPLING MATERIAL DESCRIPTION Reinforced Concrete Prestressed Concrete _ Reinforced Masonry _ Struct. Steel Assembly 1. Shop Fabrication = 2. Field Welding _ 3. H.S. Bolting _Pile Driving Nondestructive Testing = 1. Shop 2. Field INSPECTOR: Fireproofing -Roofing Waterproofing _Asphalt Paving Xother- -EXPANSION ANCHOR INSTALLATIO _ Concrete Cylinders Mortar Samples = Grout Sampl!!S _Fireproofing _ Units (block or. brick) _ A.C. Concrete _Roofing _ Reinf. Steel Steel -Tendon (PT Strands) . -other· Reinf.: Rebar Reinf.: Rebar Reinf.: Tendons _ Cone.: .Mix #/psi _Cone.: Mix#/psi _ Grout: Mix #/psi _Mortar: Type/psi -------1 Units:Block Units: Brick Steel _ Metal Decking _:Shear Connectors ------'-I, H.S. Bolts Electrodes = Cert. Welders _Fireproofing A.C. Concrete X Other *SEE BELOW -;-HIL Tl KWIK BOL T-11 INSPECTION DATE:_1.;...·~14-99..;..;;..;;__ _____ -'---------'------------+-r---------- CONDUCTED SPECIAL INSPECTION OF EXPANSION ANCHOR INSTALLATION OF WHICH VARIOUS ANCHORS WERE NOTED AS PREVIOUSLY INSTALLED. CONTRACTOR REPRESENTATIVE WAS INFORMED OF CONTINUOUS OBSERVATION REQUIREMENTS BY SPECIAL INSPECTOR. REPRESENTATIVE WAS ALSO INFORMED THAT MANY OF THE INSTALLED-ANCHORS WERE OF INSUFFICIENT LENGTH SUBSEQUENT TO SEATING AND THAT ALL INSTALLED ANCHORS WOULD REQUIRE REPLACEMENT WITH CORRECT BOLT LENGTHS. CONTRACTOR TO RESCHEDULE INSPECTION. REVIEWED PLANS AND SPECIFICATIONS FOR SPECIFIC REQUIREMENTS TO INCLUDE THE FOLLOWING: 1) DRAWING DETAIL REFERENCES: SHEET Tl-3.8, SK-1, SK-4. 2) ANCHOR SYSTEM: HILTI KWIK BOLT-II (ICBO, ER-4627). 3) ANCHOR SIZE/EMBED: 318" DIAMETER X 2-1 /2 MIN. EMBED. 4) ASSUMED CONCRETE STRENGTH: 2CXXI PSI (NORMAL WEIGHT). 5) TORQUE TEST VALUES: 20 FT. LBS. CERTIFICATE OF COMPLIANCE: UNLESS OTHERWISE NOTED, WORK INSPECTED COMPLIES WITH APPROVED PLANS,SPECIFICATIONSAND APPLICABLE SECTIONS OF THE BUILDING LAWS. Distribution: -City of Carlsbad, Bldg. lnsp. Dept. -BKM -Degenkolb Engineers 15035 Levlta Court • Poway, CA 92064 • 7 48-8959 CQAG CONSTRUCTION QUALITY ASSURANCE GROUP Client: -=B::..cK:..:.:M'--------------------------- 11055 TECHNOLOGY PBIYE, SJE. 100 Report No. ..;2;:;._ ___ _ CQAG Proi. No. ..;PuM.u;•:o,.25...,5..__ __ SAN DIEGO, CA 92127 CQAG Acct. No. _1=9:.:..7--=2 ______ _ Paae: 1 OF 1 INSPECTION REPORT Project Name (per plans): CALLAWAY GOLF Bldg. Permit No.: . 984223 -"-'-'=~'""'---------------~----------~=;......a. __ Project Address (legal): 2180 RUTHERFORD ROAD, CARLSBAD, CALIF. Plan File No.: Architect: N/A Govt. Cont. No.: Engineer: "'D""E""'G_E'"'NK"'"'O"""L"""B __ E __ N __ G_I--N=E=ER--S __________________ Census Tract No.: _____ _ Contractor: '""B---K __ M'---------------------------,-Other: INSPECTION Reinforced Concrete -Prestressed Concrete =Reinforced Masonry Struct. Steel Assembly = 1. Shop Fabrication 2. Field Welding :__ 3. H.S. Bolting . Pile Driving _Fireproofing _Roofing Waterproofing Asphalt Paving XOther- -EXPANSION ANCHOR INSTALLATIO MAT'L SAMPLING _ Concrete Cylinders Mortar Samples = Grout Samples Fireproofing = Units (block or brick) A.C. Concrete Roofing MATERIAL DESCRIPTION _Reinf:: Rebar _Reinf.: Rebar _ Reinf.: Tendons = Cone.: Mix#/psi -------1 Cone.: Mix #/psi -------1 = Grout: Mix #/psi _ Mortar: Type/psi --"--------i _ Units: Block -"--Steel Metal Decking -Shear Connectors _H.S. Bolts Electrodes _ Cert. Welders _Fireproofing A.C. Concrete -------11 -Nondestructive Testing =Reinf. Steel Steel Units: Brick X Other "SEE BELOW = 1. ·Shop 2. Field JNSPECTOR: Tendon (PT Strands) other " HIL Tl KWIK SOL T-11 INSPECTION DATE:....;...1·.;.;19-99~;.._------------------------'--------'---- RESUMED SPECIAL INSPECTION OF EXPANSION ANCHOR INSTALLATION AT THE FOLLOWING LOCATIONS: 1) SECOND FLOOR LEVEL OFFICES (FULL-HEIGHT INTERIM PARTITIONS) IDENTIFIED AS ENCLAVE'S 321, 319 & 317. BEGAN.AND COMPLETED INSTALLATION OF TWO (2) ADDITIONAL ANCHORS, ALTHOUGH DID NOT CONTINUE BEYOND THIS QUANTITY DUE TO FAILURE OF TWO (2) ANCHORS (ROTATION WITHIN HOLE). CONTRACTOR REPRESENTATIVE (SCOTT O'KEEFE) HAS BEEN MADE AWARE THAT ALTERNATE METHOD OF ANCHORING THROUGH THE USE OF THROUGH-BOLTS IS ALLOWED PER SPECIFICATIONS AND THAT THIS ALTERNATE METHOD SHOULD BE CONSIDERED. SHOULD THROUGH-SOL TS BE THE METHOD OF FASTENING, SPECIAL INSPECTION WOULD NOT BE REQUIRED; AL THOUGH CONTRACTOR IS RESPONSIBLE TO SCHEDULE BUILDING DEPT. INSPECTIONS. . . . CERTIFICATE OF COMPLIANC : UNLESS OTHERWISE NOTED, WORK INSPECTED COMPLIES WITH APPROVED PLANS,SPECIFICATIONS AND APPLICABLE SECTIONS OF THE BUILDING LAWS. Distribution: -City of Carlsbad, Bldg. lnsp. Dept. -BKM -Degenkolb Engineers 15035 Levlta Court • Poway, CA 92064 • 7 48-8959 DATE: 1/5/gf JURISDICTION: Carlsbad PLAN CHECK NO.: 98-4223 EsGil Corporation 1-n Partners/i.ip wit/i. (jove.mment for rBuiftfing Safety SET:11 PROJECT ADDRESS: 2180 Rutherford Road PROJECT NAME: Callaway Golf-Golf Ball Facility T.1.-office ~~ANT ~ CJ PLAN REVIEWER D FILE D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck . . D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. · D The applicant's copy of the check list has been sent to: D Esgil Corpdration staff did not advise the applicant that the plan check has been completed. [8J Esgil Corporation staff did advise the applicant that the plan check has been compieted. Person contacted: Miss Chapman Telephone#: Date contacted: 1/5/99 (by: DY) Fax #: Mail Telephone Fax In Person f)/<- [8:1 REMARKS: 1. Provide special inspe~n~ program to the building official prior to issuance the building permit 2. The clouded inked th ges on sheet Tl 3.7 shall be made on city II set (at buildin~ department) 3. The applicant nd carried the approved plan back to the city.(O.K. per Mr. Peterson) . (J "(__ By: David Yao Enclosures: Esgil Corporation D GA D MB D EJ tJ PC 12/30 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + :f.a?C (619) 560-1576 \.. ' . ..;. DATE: 12/24/98 JURISDICTION: Carlsbad PLAN CHECK NO .. : 98-4223 EsGil Corporation 1.n {Partnersli.ip 'll!itli. {jovemment for 'lJuilaing Safety SET:I PROJECT ADDRESS: 2180 Rutherford Road PROJECT NAME: Callaway Golf-Golf Ball Facility 0 APP~ANT C:0.JURIS.-· D PLAN REVIEWER D FILE D The plans transmi~ed herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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. D 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. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. [SI The applicant's copy of the check list has been tax to: BKM (Miss Chapman) 551-5581 [SI Esgil Corporation staff did not advise the applicant that the plan check has been completed. D 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 D REMARKS: By: David Yao Enclosures: Esgil Corporation D GA D MB D EJ [] PC log trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad :98-4223 I 12/24/98 RECHECK PLAN CORRECTION LIST JURISDICTION: ,c-arlsbad PROJECT ADDRESS: 2180 Rutherford Road· · DATE PLAN RECEIVED BY ESGIL CORPORATION: log REVIEWED BY: David Yao FOREWORD (PLEASE Rl:AD): PLAN CHECK NO.: 98-4223 SET: I DATE RECHECK COMPLETED: 12/24/98 This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, E11gineering Department or other departmehts. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. · A. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. . B. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with· the revised plans. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior -correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. D. Please indicate here if any changes have been made to the plans thc;it are not a result of corrections from this list. If there are oth~r changes, please briefly describe them and where they are located on the plans. Have changes beer:i made not resulting from this list? OYes ONo Carlsbad 98-4223 I 12/24/98 3. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. 4. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1997 UBC, ·1994 UMC and UPC and 1993 NEC. 5. Provide a note on the site plan indicating the previous use of the tenant space or building being remodeled. Section 106.3.3. 6. UBC Section 107.2 requires the Building Official to determine-the total value of all construction work proposed under this permit. The value shall include all finish work, painting, roofing, electrical, plumbing, heating, air conditioning, elevator, fire extinguishing systems and any other permanent equipment. Please provide a signed copy of the designer's or contractor's construction cost estimate of all work proposed. 7. On the first sheet of the plans indicate: The floor area of the remodeled area,(sheet T1-00 shows the floor area for first floor and manufacture area. The remodel area appears to be office in first and second floor. Please clarify the floor area under this permit.) Present and proposed occupancy classifications of the remodel area, The occupant load of the remodel area(s ). 12. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of eitner vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. · 13. The typical connection details in the calculation for the Steelcase"Quotient" partition (SK-1 to SK-6) shall be on the approved plan with engineer's signature and seal. 17. Specify lever-type hardware for passage doors on floors accessible to the disabled. Section 2-3304; Title 24.(Sliding doors?) DEPARTMENT OF STATE ARCHITECT NON RESIDENTIAL_ Carlsbad 98-4223 I · 12/24/98 TITLE 24 DISAaLED ACCESS REQUIREMENTS • REMODELS, ADDITIONS AND REPAIRS 1. When alterations, structural repairs or modifications or additions are made to an · existing building, that building, or portion of the building affected is required to comply with all of the requirements for new buildings, per Section 11348.2. These requirements apply only to the area of specific alteration, repair or addition and shall include: · a) A primary entrance to the building and the primary path of travel to the area in question, and include the following items which seNe·the area in question: City to verify the path of travel from the handicapped parking space to · the remodel area complies With the disabled access requirements. i) Sanitary facilities. ii) Drinking fountains. iii) Public telephones. • DOORS Provide hardware detail to show the sliding doors comply with the following requirements. 2. Show or note that all hand-activated door opening hardware meets the following requirements, per Section 1004.3.1: a) Is to be centered ;;::30" but 44" above floor. b) Latching, or locking, doors in a path of travel are operated with a single effort by: i) Lever type hardware. ii) Panic bars. iii) Push-pull. activating bars. iv) Or other hardware designed to provide passage without the requirement to grasp the hardware. 3. Provide a note on the plans that the maximum effort to operate doors, applied at right angles to hinged doors or at center plane at sliding doors, per Section 1004.5.1, will be: a) 8½# at exterior doors. b) 5# for interior doors. c) 15# where fire doors are required. • STAIRWAYS AND HANDRAILS Carlsbad 98-4223 J 12/24/98 4. City to verify the stairway complies with the disabled access requirements. • . SANITARY FACILITIES 5. City to verify the bathrooms serving the remodel area comply with all the disabled ·access requirements. · GENERAL ACCESSIBILITY REQUIREMENTS • SIGNAGE 6. Where permanent .identification is provided for rooms and spaces, raised letters shall also be provided and shall be accompanied by Braille. Section 11178.5. 7. Provide a note on the plans stating that the signage requirements of Section 11178.5 will be satisfied. • COUNTERS AND TABLES 8. Where fixed or built-in tables, counters or seats are provided for the public, and in general employee areas, 5%-(but never less than one) must be accessible. Section 11228.1. · 9. · The tops of tables and counters shall be 28" to. 34" from the floor. Where a single counter contains more than one transaction station, such as a bank counter with multiple teller window or a retail sales counter with multiple cash register stations, at least 5% {but never less than one of each type of station) shall be located at a section of counter that is at least 36" long and no more than 28" to 34" high. Section 11228.4. END OF DOCUMENT DATE: 12/18/98 JURISDICTION: Carlsbad PLAN CHECK NO.: 98-4223 EsGil Corporatio·n 1n Partnersliip witk qov~mment for·'l3uifaing Safety SET:I PROJECT ADDRESS: 2180 Rutherford Road. PROJECT NAME: Callaway Golf-Golf Ball Facility D APPLICANT (g JURi§) D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. · D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitte<;i for a complete recheck. [g'.j The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. [g'.j The applicant's copy of the check list has been sent to: BKM 9650 Chesapeake Drive San Diego CA 92123 f2:I Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the ·applicant that the plan check has been completed. Person contacted: Telephone #: l'\'\(1..1 l t".t.:l Date oomaefed: 12-21-CfB (by:~~). Fax#: Mail/ Telephone Fax In Person ·D REMARKS: By: David Yao Enclosures: Esgil Corporation D, GA D MB D EJ D PC 12/8 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 98-4223 12/18/98 PLAN REVIEW CORRECTION UST TENANT IMPROVEMENTS PLAN CHECK NO.: 98-4223 OCCUPANCY: B TYPE OF CONSTRUCTION: V-N. ALLOWABLE FLOOR AREA: SPRINKLERS?: Y Rl;:MARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 1~/ 18/98 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE:. office ACTUAL AREA: ? STORIES: 2 HEIGHT: OCCUPANTLOAD:? DATE PLANS RECEIVED BY ESGIL CORPORATION: 12/8 PLAN REVIEWER: David Yao This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Coqe sections cited are based on the 1994 UBC. The following .items listed need clarification, modification or change. All items must be satisfied · before the plans Will be in conformance with th~ cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval ·of the plans does not permit the violation of any state, county or city law. To. speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. LIST NO. 40, TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DAM OR POLICY SUPPLEMENTS (1994UBC) tiforw.dot Carlsbad 98-4223 12/18/98 1. Please make all corrections on the original tracings and submit two new sets of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #20a, San Diego, CA 92123, (619) 560-1468. 2. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 106.3.3. 3. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. 4. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1997 USC, 1994 UMC and UPC and 1993 NEC. 5. , Provide a note on the site plan indicating the previous use of the tenant space or building being remodeled. Section 106.3.3. 6. UBC Section 107.2 requires the Building Official to determine the total value of all construction work proposed under this permit. The value shall include all finish work, painting, roofing, electrical, plumbing, heating, air conditioning, elevator, fire extinguishing systems and any other permanent equipment. Please provide a signed copy of the designer's or contractor's construction cost estimate of all work proposed. 7. On the first sheet of the plans indicate: • The floor area of the remodeled area,(sheet T1-00 shows the floor area for first floor and manufacture area. The remodel area appears to be office in first and second floor. Plea$e clarify the floor area under this permit.) • Present and proposed occupancy classifications of the remodel area, • The occupant load of the remodel area(s). 8. Indicate the use of all spaces adjacent to the area being remodeled or improved. 9. Show any existing fire rated area separation walls, occupancy separation walls, demising walls, shafts or rated corridors. Identify and provide construction-details for proposed new fire rated walls. 10. Identify existing walls to be removed, existing walls to remain and proposed new wall$. Identify bearing walls, non-bearing walls, and shear walls. 11. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 3-D and 3-E. Carlsbad 98-4223 12/18/98 12. Glazing in the following locations-should be of safety glazing material in accordance with Section 2406.4 (see exceptions): a) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom -exposed edge of the glazing is less than 60 inches above th~ walking surface. 13. The typical connection details in the calculation for the Steelcase"Quotient" partition (SK-1 to SK-6) shall be on the approved plan with engineer's signature and seal. 14. Note on the plans: "All interior finishes must comply with Chapter 8 of the UBC". 15. Note on plan that suspended ceilings shall comply with UBC Tables 25-A, 16-0 and 16-B. 16. The tenant space and new ano/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. See the attached correction sheet. Title 24, Part 2. 17. Specify lever-type hardware for passage doors on floors accessible to the disabled. Section 2-3304, Title 24.(Sliding doors?) 18. Rooms with 10 or rnore occupants may have one exit through one adjoining room. Section 1004.2.2.(ls the west exit from second floor through stairway directly outside?) 19. No point in the building shall be mote than 200' (250' if sprinklered) from an exterior exit, horizontai exit, enclosed stairway or exit passageway, measured along the path of travel. This may be increased a maximum of 100' when the increased travel distance is the last portion of the travel distance and is entirely within a corridor. Section 1004.2,5. 20. Note on the plans: "All exits are to be openable from inside without the use of a key or special knowiedge." In lieu of the above, in a Group B, F, Mor S occupancies, you may note "Provide a sign on or near the exit door, reading THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." This- signage is only allowed at the main exit. Section 1003.3.1.8. • CITY OF CARLSBAD SUPPLEMENT 21. Roof mounted equipment must be screened and roof penetrations sholild be minimized (City Policy 80-6).(if applicable) -22. No wiring 'is permitted on the roof of a building and wiring on the exterior of a building requires approval by the Building Official. (City Policy)(if applicable) Carlsbad 98-4223 12/18/98 23. All roof-mounted equipment shall be concealed from view. Provide structural detailing_ for the screening.(if applicable) 24. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438-1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. . 2. Bring one corrected set of plans and calcuiations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad _Building Department for routing to their Planning, Engineering and Fire Departments. . NOTE: Plans that are-submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. · • MISCELLANEOUS 25. Provide complete mechanical, plumbing, and electrical plans. 26. Provide complete energy analysis with all the required forms on the plan. 27. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 28. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes D No D The jurisdiction has contracted With Esgi! Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. Carlsbad 98-4223 12/18/98 DEPARTMENT OF STATE ARCHITECT . NON RESIDENTIAL TITLE 24 DiSABLED ACCESS REQUIREMENTS •. REMODELS, ADDITIONS AND REPAIRS . 1. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected is required to comply with all of the requirements for n~w buildings, per Section 11'348.2. These req1Jireme11ts apply only to the area of specific alteration, repair or addition and shall include: a) . A primary entrance to the. building and the primary path of travel to the area in question, and include the following items which serve the area in question: City to-verify the path of travel from the handicapped parking space to the remodel area complies with the disabled access requirements. i) . Sanitary facilities. ii) Drinking fountains. iii) Public telephon~s. • OOORS Provide hardware detail to show the sliding doors comply with the following requirements. · 2. Show or note that all hand-activated door opening hardware meets the following requirements, per Section 1004.3.1 :. a) Is to be centered ~30" but 44" above floor. b) L.atching, or locking, doors in a path of travel are operated with a single effort by: i) . Lever type hardware. ii) Panic bars. iii) Push-pull activating bars. iv) Or other hardware desigRed to provide passage without the requirement to grasp the. hardware. 3. Provide a note on the plans that the maximum effort to operate doors, applied at · right angles to hinged door$ or at center plane at sliding doors, per Section 1004.5.1, will be: a) 81/:z# at exterior doors. b) 5# for interior doors. c) 15# where fire doors are required. Carlsbad 98-4223 12/18/98 • STAIRWAYS'AND HANDRAILS 4. City to verify the stairway complies with the disabled access requirements. • SANITARY FACILITIES 5. City to verify the bathrooms serving the remodel area comply with all the disabled access requirements. GENERAL ACCESSIBiLITY REQUIREMENTS • SIGNAGE 6. Where permanent identification is provided for rooms and spaces, raised letters shall also be provided and shall be accompanied by Braille. Section 1117B.5. 7. Provide a note on the plans stating that the signage requirements of Section 1117B.5 will be satisfied. • COUNTERS AND TABLES 8. Where fixed or built-in tables, counters or seats are provided for the public, and in general employee areas; 5% (but never less than one) must be accessible. Section 1122B.1. · 9. The tops of tables and counters shall be 28" to 34" from the floor. Where a single counter contains more than one transaction station, such as a bank counter with multiple teller window or a retail sales counter with multiple cash register stations, at least 5% (but never less than one of each type of station) shall be located at a section of counter that is at least 36" long and no more than 28" to 34" high. Section 1122B.4. END OF DOCUMENT Carlsbad 98-4223 12/18/98 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED-SY: David Yao BUILDING ADDRESS: 2180 Rutherford Road PLAN CHECK NO.: 98-4223 DATE: 12/18/98. BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: V-N BUILDIN.G PORTION BUILDING AREA VALUATION I VALUE (ft.2) MULTIPLIER {$} . Office t.l. .. - Air Conditioning Fire Sprinklers 288000 TOTAL VALUE (per city) D 199 UBC Building Permit Fee ~ Bldg. Permit Fee by ordinance: $ 1279.08 D 199 UBC Plan Check Fee· ~ Plan Check Fee by ordinance: $ 831.4 Type of Review: D Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 665.12 Comments: Sheet 1 of 1 macvalue.doc 5196 I ·, City of Carlsbad M ¥1 h· ii ,144 Ai h·l •lY·iU 4;; ,i§ ,ii BUILDING PLANCHECK CHECKLIST DATE: lfle/f6 BUILDINGDDRESS: PLANCHECK NO.: CB 98 'fl/~ 3 .&tl3o &~. M PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: c?i.l/2-o?o ... ol3 EST. VALUE: ENGINEERING DEPARTMENT APPROVAL DENIAL 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 revieweq by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension 6f permit to build. Il Right-of-Way permit is· required prior to construction of the following improvements: Please se~the attached report of deficiencies marked with Make necessary corrections to plans or specificatio s for compliance with applicable codes and standards. Submit correctec;I plans and/or specifications to this office for review. d-~ By: Date: Date: By: Date: FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: Date: ENGINEERING DEPT. CONTACT PERSON D Dedication Application Name: JOANNE JUCHNIEWICZ D Dedication Checklist City of Carlsbad D Improvement Application Addres·s: 2075 Las Palmas Dr., Carlsbad, CA 92009 D Improvement Checklist Phone: (619) 438-1161, ext. 4510 D Future Improvement Agreement CFD INFORMATION D Grading Permit.Application Parcel Map No: D Grading Submittal Checklist Lots: D Right-of-Way Permit Application Recordation: 0 Rignt-of-Way Permit Submittal Checklist and Information Sheet Car1$bad Tract: D Sewer Fee Information Sheet A-4 H:1woR01~175,s!lll!lis,o~set1.F«nGarls6ad, CA 92009-41576 • (760) 438-1161 • FAX (760) 4@1~69 , ·.)(/o 0 0 0 0 BUILDING PLANCHECK CHECKLIST SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow D. Property Lines B. Existing & Proposed Structures E. Easements C. Existing Street Improvements F. Right-of "'Way Width & Adjacent Streets G. Driveway widths 2. Show. on site plan: A. Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. Existing & Proposed Slopes and topography 3. Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description -=# For commercial/industrial buildings and tenant improvement projects, include: total building square footage with. the square footage for each different use, existing sewer permits ~owing sq1iace footage of different uses (manufacturin9., warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION l~ exP--Cz{y · d-H!-)C¢t) ())'1f&S ~ 7 ~ pu c~ V\D~ c:,-PJ-ru . &@< e2 ac ~ ;&"-l½P\ ~ ~o '? / J ecn~ ~CU? sp--=cu:g_=----· _________ _ DISCRETIONARY APPROVAL .COMPLIANCE 4a. Project does not comply with the following Engineering Conditions of approval for Project No·------------------------------ 4b. All conditions are in compliance. Date: _________ _ H:IWORD\DOCS\CHKtSnsullding Plancheck Cklst BP0001 Fonn JJ.doc 2 Rev. 12126/96 0 0 0 0 0 BUILDING PLANCHECK CHECKLIST DEDICATION REQUIRi:MENTS, 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and · for remodels with a value at or exceeding $ ______ , pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: ________________ _ Oedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 ½" x 11" plat map and submit with a title report. All easement documents must be approved and signed by·owner(s) prior to issuance of Building Permit. Attached please find an apl:)lication form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. ApJ;>lications will not be accept by mail or fax. Dedication completed by:____________ Date: ___ _ IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $_-,--_____ , pursuant to Carlsbad Municipal Code Section 18.40.040·. Public improvements. required as follows: ____________ _ Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them. together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: _____________ _ Date: ---- 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40_. Please submit a recent property title report or current grant deed on the property and processing fee of $ _______ so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: H:IWORDIDOCSICHKLST\Build,ng Plancheck Cldst BP0001 Fonn JJ,doc 3 . Rev. 12/26196 j 1 st.r zndJ' 3rd.I 0 0 0 0 0 0 q ·Q Q Q Q 0 Q Q Q Q -BUILDING PLANCHECK CHECKLIST 6c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance ·of a Building Permit. Grading Inspector sign off by: Date: ---------- 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) 7d.No Grading Permit required, 7e.lf grading is not required, Write "No Grading" on plot plan. MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tieing into public storm drain, sewer and water utilities. Right-of-Way permit required for: BUILDING PLANCHECK CHECKLIST H:\WORDIDOCSICHKLSnBuilding Plancheck Cklsl BP0001 Fann JJ.doc ' 4 Rev. 12/26196 ., J fa\ 2nd./ Q , a Q 3rd./ Q Q -. 9. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. 10 .. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 i::I Camino Real, Cclrlsbad, CA 92008. District personnel can provide forms· and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 153, for assistance. Industrial Waste permit accepted by: Date: 11. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The · applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. · · 12. ~d fees are attached · Q No fees required H.IWORD\OOCSICHKLST\Bu1ld1ng Plancheci< Cklst BPOOOI Fann JJ.doc 5 Rev. 12126196 ENGINEERING ·oEPARTiVIENT FEE CALCULATION WORKSHEET D _,,;estimate based on unconfirmed information from applicant. ~ Calculation based on bu!lding plancheck' plan submittal. Bldg. Permit No. 'f(it.fol-;2 3 Prepared by: :;:::s:r::: Date: tjl3/9°t Checked by: ____ Date: ____ _ EDU CALCULATIONS: List types· and square footages for all us~. ~ee ~c.. ~ ~Pu-~s) Types of Use. . . Sq. Ft./l.Jnits: · . EDU's: 2cJ. ()-9 Types of Use: ______ _ Sq. Ft./Uriits: ------ ADT CALCULATIONS: List types and square footages for all ~es. ~ce.-fo:.t.cJs:__ ~ ~ c..~) Types of Use: _______ Sq. Ft./Units: _____ _ Types of Use: ----~--Sq. Ft./Unitsr ----'----- EDU's: ----- ADT's: I o27D ADT's: -------- FEES REQUIRED: WITHIN CFD: ~o bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) ONO v&<1. PARK-IN-LIEU FEE PARK AREA & #: ___ _ / FEE/UNIT: li:V2. TRAFFIC IMPACT FEE X NO. UNITS: __ _ = $_-____ ef __ / X ADT's/UNITS: j {J, I O X FEE/ADT: ~d-__..rj(...__ ~3. BRIDGE AND T~OROUGHFARE FEE ·(DIST. #1 ADT's/UNITS: X FEE/ADT: ___ _ ~-FACILITIES MANAGEMENT FEE / . UNIT/SO.FT.: ~ 5. SEWER FEE =$ &Jf]lfO DIST. #3 __ ) =$ /"'/ T FEE/SQ.FT./UNIT: ____ = $ __ · ~fY_. __ / · DIST. #2 ZONE:_,......... __ PERMIT No.CB92 CJ /'-fol EDU's: 6 0. Oj X FEE/EDU: l 8b7' =$ ,5~ ]8C,. P3 C:, BENEFIT AREA: 'F (a(> DRAINAGE BASIN:___ I \ EDU's: 3o ,Q'.7 X FEE/EDU: {07Q =$ 3cR1l :10 . .3 '!\~'!)• ~ 6. SEWER LATERAL ($2,500) = $ j!:f ~' i 7. DRAINAGE FEES PLDA ___ --"--HIGH ______ /LOW __ _ ACRES:_____ X FEE/AC:.___ =$ _ _,.../ __ _ l TOTAL OF ABOVE FEES*: $ / ( 5'1 ~ 3. / (o . . 7 *NOTE: This calculation sheet is NOT a complete list of all fees which may be due. Dedications and Improvements may also be required with Building Permits. P:\DOCSIMISFORMS\FEE CALCULATION WORKSHEET REV 7/13/98 ~ lf7~0~ 0L/1 b <-/ ~/sr:ro ; U,. 93 -r !:, ~ 'i 3 C ~j-J ~.· ~ -----~ 621~ ( ev1 €Jlf~) -;. I Co 9 3 5 /; 6lJO C rs l/ / G-v~) ·::. '(,;;. 3 I >, >, >, ..c ..c ..c ;\-;; ~ O') 'It .:,(. .:,(. .:,(. " " " Q) Q) Q) .c .c .c (.) (.) (.) C: C: C: ca ca '" ii: ii: ii: ~DD D PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Cha No. CB 'ft.,.. If .)..2, 3 Planner · , * o T Address e:21 &"~ ~ Phone (619) 438-1161, extension L/ ti 7 7 APN: · (For non-residential development: Type of land used created by this permit: . ) Legend: C8] Item Complete Ci2J Item Incomplete -Needs your action Environmental Review Required: YES NO TYPE ---- DATE OF COMPLETION: ______ _ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: .Discretionary Action Required: YES NO TYPE ---- APPROVAL/RESO. NO. _____ DATE ___ _ PROJECT NO. _______ ___ OTHER RELATED CASES; __________________ _ Compliance ·with conditions or approval? If not, state conditions which require action. Conditions of Approval: -,--------,------------------ Coastal Zone Assessment/Compliance Project site located in Coastal Zone? · YES NO CA Coastal Commission Authority? YES__ NO If California Coastal Commission Authority: Contact them at -3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 Determine ~tatus (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES NO If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: 1) Stamp Building Plans, as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans) .. 2) Complete Coastal Permit Determination Log as needed .. lzroo JZf O 0 600 loo ·lnclusionary Housing Fee required: YES NO (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES __ NO _· _ (Enter CB#; UACT; NEXT12; Construct housing Y/N; Enter Fee Amount {See fee schedule for amount); Return) Site Plan: 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. 2. Provide legal description of property and assessor's parcel number. Zoning: 1 . Setbacks: Front: Interior Side: Street Side: Rear: Required ----'----- Required -------Requirec:f __ ___,_ ___ _ Required ---------- Shown -------Shown -------Shown -------Shown ------- iz(o D 2. Accessory structure setbacks: Front: Required -------Shown -------Interior Side: Required ______ _ Shown -------Street Side: Required -------------Shown ------- Re a r: Required -----'------Shown -------Structure separation: Required -------Shown ------- 0 0 0 3. Lot Coverage: Required -------Shown ------- D O D 4. Height: Required -------Shown ------- D O O 5. Parking: Spaces Required ____ _ Shown ------- Guest Spaces Required -------Shown ------- J2( 0 D Additional Comments ________________________ _ . ' -' ~ .. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE City of Carlsbad . -_ -98389 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Reviewed by:_--'-""cj"""'~w;cl~/'--. __ Date of Report: Th1,.u'sday, December 17, 1998 Contact Name BKM Address 9650 Chesapeake Dr City, State S~n Diego CA 92123 Bldg. Dept. No. CB984223 Planning No. Job Name · Callaway Golf ----------------,----------'-_......---'-__ Job Address 2180 Rutherford Ste. or Bldg. No. ____ _ 181 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 modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. 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. D Disapproved -Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. Forfire Department Use Only Review 1st '-----2nd."""""' __ _ 3rd._--'--'- CFD Job# 98389 Other Agency ID File# ___ _ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 ·1· I I I I I I I I I I I I I I I· I I I Callaway Golf Project. Quotient Partition Panel Steelcase, Inc. Seismic Anchorage Details & Calculations October 21., 1998 Degenkolb Job Number 98484.00 225 Bush Street Suite 1000 San Francisco CA 94104-4207 Phone 415.392.6952 Fax 415.981.3157 I I I I I I I I I ·1 I I -1 I I· I I I I Subject: "Quotient" Panel EQ Cale's Job Number: 98484.0Q ..!ob: Callaway Project, Carlsbad By: TMS Checked By: ;:6tYi, INTRODUCTION: Degenkolb Engineers 225 Bush Street, Suite 1000 San Francisco, CA 94104-4207 Phone 415-392-6952 Fax415-981-3157 Date: October 20, 1998 Section: The Steelcase "Quotient" partition product is a combination of steel tube frame surrounding panels of fabric or glass for aesthetics. The partition is c9nstructed with a steel tube frame that is anchored at its base track to a building's structural floor diaphragm with expansion anchor bolts for in-plane and out-of- plane seismic loading.· The top of the partition is attached to the building's ceiling through the partition top track. The top track is braced to resist out-of-plane seismic loading only. The "Quotient" partition will be 1 0' -0" in height and will be installed in sections that run in maximum lengths of four feet. The walls for this project vary in length. (See Detail SK-1 for an elevation) The following package includes details SK-1 through-6, for the interconnection and anchorage of the Steelcase "Quotient" partition product, supporting calculations and a test report. The test report documents the performance of a single 4' wide x 9' high Pathways Segment and Quotient walls that are loaded with a 180 pound force at mid-height which equates to a code prescribed 5 psf loading times the surface area of the partitions (4'x 9'). · The calculations and anchorage details are based on a 5 psf lateral partition load per Section 1610 of the 1994 Uniform Building Code. Several of the "Quotient" partitions will have a cabinet attached. The total weight of the partition and cabinet is estimated at about 13.4 psfwhich includes 6 psffor the partition (partition) and 7.4 psf for the cabinet which equates to a seismic load of Fp = Z*I*Cp *W = 0.4*1.0*0.75*W = 0.3*13.4 == 4 psf < 5 psf. CONTENTS: • Steelcase "Quotient" partition product description from product catalogue pages 3 and 4. • Partition elevation with panel joint and anchorage details, sheets SK-1 through SK-6. • "Quotient" Panel anchorage calculations. • Panel Test Report and Review letter by Degenkolb Engineers. · • "Tate" Access Floor Details & Seismic Calculations. • · Hilti Kwik Bolt II I.C.B.O. Report Number ER-4627. h:\current jobs\98484'4J(cjeCI Intro.doc Page 1 of2 I l'roductnetalls -~------------------------- Quotient products provide multiple levels or acoustical and I V1sual privacy to respond to varying organizalional structures ('" and work prQCesses. Quotient can easily adapt over time to ' meet each evolving business practice and technology change. I Skins, covers, and glass provide-functionality lo support varying work processes. Skins are interchangeable between Quotient, Segment, and Addition walls to facilitate reconfigura- lion and reuse. I I I Open construction al Quotient er.ables unrestricted lay-in-routing and access to winnG and car,ling throughout I the honzontal beltways and expr~sw1a·1 The upper beltway provides access at,o•,e the workSur1ace for easy connections of portable equipment: identical lower I beltway provides access below the ·:,orss~riace and keeps cord clutter out of sight. An integral expressway at a.:· -; 'H creates a secondary zone for.wiring and cable routing ,ne e1pressway 1s also I an attachment point for lntellurne ambient :.ghting and Conjunction beams. -, Quotient capitalizes on the common moau1ar oower I components shared by all Pathwa;·s basec interior architec- tural products to facilitate reconfiguratior-and reuse. I I I I I I I I PATHWAYS BA.',EO PROOLCTS QUOTIEHT I I Statement of Line ~ __ Quotient™ 1· Solid Quotient . Glass Quotient with Expressway I I I I Widths: 24; 36:' 42'.' and 48" Widths: 18" 24:' 36'. 42'. and 48" I Field Cuttable Core 1-. I lj l • , W-18"aod36" . . Skins and Covers I Skins are available m multiple types I and surface materials. Combine skms to respond to a·wide ra_nge of functional Skin choices include: • Coated 1· I •1 I and aesthetic needs. Steelcase~' I Quotient"' Product.Overview © 1998 Steelcase Inc. Grand Rapids .. MI I 4!;1501-1967 , Printed in U.S.A. S10836 9/98 I I • Vinyl • Fabric • Tackable acoustical fabric • High-performance tackable acoustical fabric • Markerboard • Slaiwall • Wood • Beltway covers • Expressway covers Product details and data subject·to change without notice. Some products iJnd services described in this publication may nol be available in all countries. Your local representative will be liappy lo. provide you with delails. lf·you have a problem, question, or request. call your local dealer or Steelcase Line 1 at 1.888.STEELCASE (1.888.783.3522) for imme- diate action by people who want to help you. Outsicje the U.S.A .. Canada, Mexico, Puerto Rico. and the U.S. \/irgin Islands, call 1.616.247.2500. For information about Steelcase, the name of your nearest Steelcase dealer, or for product literature, call 1.800.333.9939. or visit our website: www.stetilcase.com. Glass Quotient Widths. 18" 24:' 36'.' 42: and 48" Steelcase is committed to protectmg the earth's resources. Our lilerature supports this commit- ment. This publication is printed on recycled paper and is lully recyclable. I ,r I I I I I ANCH·ORAGE DETAILS I I SK-1 THROUGH SK~6 I I I I I I I I I I I \lsfprod\vade,2\privatellswenson\current jobs\984841project Intro.doc Page 2 of2 I J=--=-I - I I I I I ==.--, . . . , ~~-0 . E""A,. J:>. r-- I I -=-~ . ~To ·r~ I t== --J --I ±. L_ ··~E.. QuoneiJT-'' ~rnorJ STEELCASE "QUOTIENT" PARTITION PANEL ELEVATION Degenkolb Engineers 225 Bush Street, Suite 1000 San Francisco, CA 94104-4207 Phone 415.392.6952 Fax 415.981.3157 Title: Steelcase Pathways Quotient Wall Anchorage Details. Sheet Number Drawn: SMG Job No.:98484.00 SK-1 Design: TMS Rev.: Check: ~¼ Date: 10/19/98 Job: Steelcase-Callaway Golf Project Carlsbad, CA I ' A --- 1..-_;1. I~,., r,, I I lO' .L-~ I l {011. .... -- ------ A ~ .,.._ -- ~,;.._. ,--'--d:"1 ,., __ .........._.. __ I -I - ::;~ ---- ----A-A STEELCASE "QUOTIENT" PARTITION TOP TRACK CONNECTION Degenkolb Engineers 225 Bush street. Suite 1000 San Ftanclsc;o, CA 94104-4207 Phone 415.392.6952 Fax 415.981.3157 Title: Steelcase Pathways Quotient W~II Anchorage Details. _ Sheet Number . Drawn: SMG .· Job No.:98484.00 SK-2 Design: TMS Rev.: Check: SM:4, Date: 10/19/98 Job:· -Steelcase-Callaway Golf Project cartsbad, CA I 1------------,.---------. I I I I I 1· I I I I I I I I I I =¥i." I ~-.-. -_ -_ --------:7''-----:-"-I --~11:. i=iu- (:}\{e-~ Mtl..-. 17c.0\(_ 'U~I~ "P1B4-"7 ~p..'5(,..e... t,!1~C:.. LATERAL BRACE ANCHORAGE DETAIL AT SOFFIT SLAB Degenkolb Engineers 225 Bush Street, Suite 1000 San Francisco, CA 94104-4207 Phone 415.392.6952 Fax 415.981.3157 Title: Steelcase Pathways Quotient Wall Anchorage Details. Sheet Number Drawn: SMG-Job No.:98484.00 SK-3 Design: TMS Rev.: Check: ~ Date: 10/19/98 Job: Steelcase-Callaway Golf Project Carlsbad, CA 1:----------------- I Yi''J~. LE:'vt'l£k~ Be:'~Jo I I I I I ii I ~a11¢"r~tl=rr KB-JI ~~kl/ 2 Vt.1 CMBfb. --,._ --------l&IJ,ia~a:;i.....~-----"' :1 I ,. ,. ,. ,. ,. 1• ,. BASE TRACK ANCHORAGE DETAIL AT FLOOR SLAB ,. Degenkolb Engineers 225 Bush Street, Suite 1 ooo San Francisco, CA 94104-4207 aili~~llilll. Phone 415.392.6952 Fax 415.981.3157 Title: Steelcase Pathways Quotient Wall Anbhora·ge Details. Sheet Number Drawn: SMG Job No.:98484.00 SK-4 Design: TMS Rev.: Check: ~k.G=ii Date: 10/19/98 Job: SteelCase-Callaway Golf Project Carlsbad, CA I I .-------------------------------. I I I I I I I I I I' I I ~II~~. LE:'vtl-CR~ 5e:')0.JO ~a11¢ M. E,. N/iJursA-..b W~11E'~· · I I BASE TRACK ANCHORAGE DETAIL AT "TATE" ACCESS FLOOR I , Degenkolb Engineers 225 Bush Street, Suite 1000 I San Francisco, CA 94104-4207 , .ali~iillliliiliil. Phone41.5.392,6952 Fax415.9a1.3157 I Title: Steelcase Pathways Quotient Wall Anchorage Details. Sheet Number Drawn: SMG. Job No.:98484.00 SK-5 Design: TMS Rev.: Check: &J(a Date: 10/19/98 Job: Steelcase-Callaway Golf Project Carlsbad, CA I 1---------------, I I I I I •1 •1 •1 I I •1 •1 •1 •1 + -t- r-7 •-$-j '-- + /:>-.-~ •1 •1 •1 LATERAL BRACE ANCHORAGE DETAIL AT METAL DECK ROOF I I ~lillii6lliA I Degenkoib Engineers 225 Bush Street, Suite 1000 San Francisco, CA 94104-4207 Phone 415.392,6952 Fax 415.981.3157 Title: Steelcase Pathways Quotient _WaU Anchorage Details. Sheet Number Drawn: SMG. Job No.:98484.00 SK-6 Design: TMS Rev.: Check: ,Glnl::, · Date: 10/19/98 Job: Steelcase-Callaway Golf Project Carlsbad, CA I I I I I I I I I I I I· I 1, I I I I I "QUOTIE.NT'_' PANEL ANCHORAGE CALCULATIONS \\sfprod\vader2\private\lswensonlcurrent jobs\96484'.:)roject 111110.doc Page 2 of 2 •• I I I I I I- I I I I I I I I I I I I Job Number: ":A34-B4-Date: IO/-z.o/~B ,~ Section: Checked By: ~ Page of -, 've::,1~J ,b,..r,Je:J.l~i='.-F°"Clc.. bp> s ~-...J ~ .S?.Si=' ( llP'=O :z... ~ II.Pl() ,z.. ) .:P.Aef\T10~ L-E..JC::i-r-µ -= 4 1 ~,-ncJ ~le.iC;tl-tT ;;,: \01 ~rnoJ WE.4c.::aITT ~ IP ~F ~ we:.1~1-!-r ~ ~ "Ft..F"' Wr' ~ ~ ')( 4-' x lo/(-z.. ~ lo/i-z... ~ vlQp !.i &~10)(.4 • Z4o$ "QIJO'rl e.J-r ~"T'\"'r10J \'S. -ro -e:.e:.. M~ -fo c.oJc..,. ~~ 01:.. ~A..i'E."' A,.~ 'Fl~ ¥/(¾:,"cf ~-'Bol...--S A.i-Jt;,~~-"1(? ~'-U~ /Yt11.. ·Sm.r> . ~Jc:=-, ATil-\e.. "T'c,p. W 1cJ-l E.YS:!.., l'S 6~~ ~ \V:)4-U'&_. ','" , ... -. o,4-C 1,0)'.'.o,"?S f.u~F ')( .a,.')( 10'-+ 7-.'71 .1 = 1 "1 I~ " 51"::,F y,. 4-~-lo • ZOc:>4 .-. LJ~E. 7 ... ~::tt. )t.-e.•c:>·4 (Se:.1-S.MI'-&:,,J-e: 4-) -::c.~ I, o (oi=-i:-,c..e:. ) 6r .. 0;-7'7 ... I I I I I I I I I I I I I I I I I I Job Number: ~ Date: 10/t.o(OJB Section: Chacked By: ~ Pege -:z_ of~ A-s.<;:;J.Mr;_ z. -=.>/e;" 4 )(. zY-z.." Ei\-\~ . µ 1cn K..w I\:'.. e:a:::r---:n:.. ,.6vJ:::,(~ I · I ;:...-r EA.. E~ ~ ~rnoiJ · -;wl-"A.A1-JE. L..o~ : ~E. ~E--ro ~s,sr F"<..J'-'-ws::re.:~ .. ~ • .1_ ~- w l ~,t:...'BU:. Lo,A...,::;,S i~;J:;: ... rc.:P-:O i:;?E:'R:C'i t-lo. Etc::..-4&-Z...7 ~ M1t4 ~~" ZClx> ~i "'"~ = en$ .:it-{ v.// "$?. :rJsr:E Qio'-.1) V,-,v,,..'¥, -= \-Z..'?o~ s~ ~ -{ /t-F.:. ~ fr-/z.. ~ z.c:J-/z. =-\co.,. ~ IZSo ""4; 1EJ-:s\o.J: 1~1> ~ [F-r(-Z../~h.) -W(4' )] /z_µ,'' · =: ['U:o'/.C,,c:,"1~-l'Z,Y, -ZA-0~(4") J /?..&'' -= S7B~ ~ S7S~ o~ -. - \(X;I 5,,e, =-l"Z.570 + e=i"s .... 0.,4-=:: Lo .;. ~M-e:. ~ ~Je:r v.J ,u... ~ arJ ""rlie. ~ ~ A-r u~ e ~ --rtle,J )'. • [z:71 ~ f!> -+ -zAo X $ J /5~,ll :;: tp,(/4 1 ~ '½, "'-. ~! CSeE. -rE.'"$1"'i:!S:?oi=r j::"c,:. ~o,J~::i:;J~o,,J ~,iJc. ~-~!!-~uJt:.. o\:::. - •• I I I I I I I I I I I I 1· Jr/ 10' .Job Number: ~ Checked By: ~ 4-' ~ ~ ; YJa."e, ~ o .1""? ('?.q:5 ') -=-4---.ft- Date: \0/W/°.S Section: Page 3 of~ I I I I I --r-~ ~ \JJ/1--lJC.,°* • 2Ao/-z. -&(., -54,.._ CoMr• o~ 13.( ::i:Js-pro-1orJ ... I I I I I 1: I I I I I I I I I I I I . ~ l6f c.oJJ~ii~ 10 ~ '"Pee-"- Job Number~ Date: 10/zo/';:S Section: Checked By: Wa Page 4--of~ I.Wt'$~ ?I~"":;, A.~~~ g,../c.-,E, ,.___ ~moiJ C.CIL..1.J~ L -(~c.,_l(__ . ~Ml!;.. ':lflO "$\le.CT M~A.'-Sl:ZJ!.vJ tJiZ.. 'Jo/ d> 'M,6, y/"..J-~ 3-Z..1 ,. -i;.u., ~314'1# ~ • 0,-Z.. s_ 1.0 ot. -- ~ \?;,_ .. ~'f"Si --r-~-4'\0-,;t, :;II- "~· rzscs , ~M :t:a:o e.f"t" ~. £1:, .. /.VP'Z,--, ~-sp,~o,J~ ... I I I, I I I I I I I I I I I I I· I I A-&SJM-e.. rz,.''?:>'f rz.}' ~ ~Je:. fN;Jl..&Jf. Job Number: ~B4- . Checked By: ~ Date: lo/v::;/a_;e Section: Page 5 of':) ,. I l";t> F"::.J:-~ o. o~ Py :: 0.1;~ • ol:::.. - •• I I I I' I I I I I I, I I I I I I I I -· I t=-~ ---- I I I I I --, --=t Job Number:~ Date: to/ i,o/-,3 By:1M$ Section: Checked By: '511\.6:a Page &, of"!) l-··~'E.. Qu6i1EJJ-r'' I ~mo,J e-t I =-~ - , .· "'F,4,(EJ.-To . I ~e:.1..-I ~o,rJ-r J L_ r -- ---b- I I I I I I I I I I I I I I I I- I I '01 I ~ ... ,A A-A job Number: ~84e4-Date: tO(zo/~ Section: .Checked By: t,~ Page 7 of-:, ------ I I I I ·1 I I ·I I I .I I ·I I ·1 I I I I , . . , \ ,J " U 1snatr P1e,4-7 ~ ,b,.-e,Le_. ti u-1<::.?::. Job Number: ~ Date: IO/zo/ '8 i Section: Checked By: ~ Page e, of "') ---~11:. Fiu.- Ove:re.. M1l .... ~k... I I I I I I I I I I I I I I I I I I I Job Number:~ Checked By: ~~ Section: Page':) of':) ~SLJLA.-fio,J ~ MSf"AL. Vi&.k.. ,t>.. r,:;l;:~=-t...:if....._::""~·=·i:;=~A · ./ 'i..--:1t-1o~a:;rMe:n..i_'See:E.¥.!$Jf,:$. 11uJ1sf'1e.l.l"'("p1e41 __,,.,,,,- .A;iZT'L.tS"f'~eu::., # ,J <qi:::, + 'A ~lU'--ii_¥~. Si"~ ~E, I I I I ·1 I I I I I I. I I I I I I I I PANEL TEST REPORT AND REVIEW LETTER \lsfpr'od\vader2\privatellswensori\amentJobs\984841proJect Intro.doc Page 2 of 2 I I I I I I I I I I I I I I I I I I I April 29, 1998 Mr. Sal Ramirez Rucker Fuller 1515 Alvarado Street San Leandro, CA .94577 J Reference: STEELCASE PATHWAYS QUOTIENT AND SEGMENT WALLS SEISMIC .ANCHORAGE TEST REPORT ['.DEGENKOLB JOB #98052] Mr. Ramirez: We have reviewed. the attached test report entitled "Pathways 4'w x 9'h Quotient and Segme.nt Walls/ City of San Francisco UBC Seismic Loading" dated April 20, t 998 . Based on this review, the tested panels are capable of resisting seismic forces calculated in accordance with the 1994 Uniform Building Code (UBC) for non-structural partitions. The test results also indicate that the eye bolt and expansion aochor attachments at the top and bottom of the segments, respectively, are capable ofresistilig code specified forces. In our opmion, the test dat.a. demonstrates the adequacy of the Steelcase Pathways Quotient and Segment Walls (and the previously described attachments) to resist code specified forces at 600 Montgomery Street in San Francisco, California. Lo•Ani~J .. S:in r=icisco Por!bud Very ttu1y yours, DEG~OLB ENGINEERS ~'f?f/llC Bre.nt Blackman Structural Designer cc. Tom Rad~maker, Steelcase David Cocke Principal 12100 W"i.l.bi.N Bouk1-;trd Suitc~li.O Lei, Juii,,:l1:1 CA 90025-712~ Phonr Jt0.!i71.ls.fl 1:1'!1C31D.571.3547 __ .. ___ _ ChmD.l'ob.acl D:i.~id R.B.:.1U1~•ille Lorl,1e A Wyllie Jr Tlsoau,: D Wu .. cr Jom.,,.OM~cy R.JayLovc M~ry•nn T l'hi'PP• D:i.vitl VI Cu~hh John A l>il Pino Janiclc M:ullli D:i.11id A Roegenk,mr Cl,rlnoph~r L Thomr•nn JornEH.'\llc l'>nminicJ Kdly E,an:Ml\l'ii J.rtr"l' 11. So~~C'S JuJ1AI!.iuY. l\aymonllS'Puslie,;I Chri:rioplu:r J 1' Smirh Hcmr J Do:tMlcolb 1913-19!9 TITLE: CUSTOMER ASSURANCE LAB TEST REPORT Project No: GRND-1264 · Int. Order No: 400572 Report No: 9800503 Pathways 4 'w x 9'h Quotient and Segment Walls I City of San Francisco UBC Seismic Loading I INTRODUCTiON: {G(Q)[?)'\f I This report documents the perfonnance of single 4' wide x 9' high Pathways Quotient and Segment Wall s_ections, with a 24" wide fully loaded shelf, when tested to the UBC seismic requirements for the City of San Francisco. I These are the planned extreme conditions for the Nations Bank-Montgo111ery Securities furniture installation at'600 Montgomery Street, San .Francisco; California. (fj' I CONCLUSION(S): I The Quotient and Segment Wall sections completed the tests without damage. The floo:r anchors and ceiling attachments remained secure I TEST PROCEDURE AND RESULTS: Reference Notebook No.: · 189 I The test procedure used was to subject a wall section, with the planned anchors, to the seismic load ·anticipated for this location by calculations taken from the 1994 UBC standard. I The wall sections were anchored to the concrete floor and through load cells to a rigid overhead structure (representing attachment to a 9' high acoustical ceiling grid). Reference the attached documentation from I H. J. Degenkolb and Associ~tes, the derived loa~ing va~ues by Thomas Rademaker, copies of the notebook data sheets, and accompanymg photos taken dtmng testing. I The horizontal forces at the ceiling, and wall deflection under loading and pennanent set (recorded at the same vertical height off the floor as the applied force), were as follows: I Applied . Height Off Horizontal force Deflection Pennanent Set Force Floor at Ceiling (Avg.) (Avg.) {Avg.) I Quotient Wall: 180 lbs 53.9" 46.1 lbs. 0.651" 0.016" Segment Wall: 180 lbs 55.5" 46.5 lbs. 1.595" 0.243" I The pennanent set observed r~presents a shift and seating of the fasteners within the wall system ancl is not and indication of yield in the material. T. Rademaker 1 16-Apr-98 David Ward Report Log: APR 2 I 1998 Test Completion D-te: 20~Apr-98 Page: 1 of 12 Report Comp. Date: ~t!J/f/'~9t?- P.O. Box 1967 Grand HaP1as1111111 6100 East Paris Ave. Caledonia, Ml 49316-Location May be Reproduced Wrth Permission Only I I I I Stee~se, Inc. . . .... -· :· ., ... _. : .·.' ~. ,·::::·. ......... ~ ·:--. · .... .. ,···.: -~·.·· .-··. -:· .. ·· .: .. -..... : ·:: .· ........ ·· ... .. -··:.--·. . .. . .. : .r··: .. .: ... -·.· P.O. Hol( 1wr.· -Grana Raptds.:NII 4\lt>Ul~all 6100 East Parls.;Ave;';Ci)ledOnia, Mf 4931ts-t.ocalk>n · · May bo Roprodiiood Wlifi Perm1s.slon Only · · : .... . : :· ~ . . . :l .. POOR . · ··QUALITY F-f. 'i ! . · · · 0'RIGINAL S . i . - . ' .. . . " ::.·· i.'" I ' ' I • I I II I TI)1.E, I I I I I ltealcase, Inc. Pathw_ay_~-.4~W-X 9~1;{._gµgtj:~ht.~irl~?§e,g_m~_nt;WeUs-/ .City of San -· --:-::-.:=-· -·\# rario1s·coiO:_s.c\~~:1§micr~o.a~1ng -· Quotient Walf Rear View : ... ~·· ':·· .. :: . -, . ··•·. ;· .. · -. P.0.-8.Qx 1$.87 GrancHJaplds, Ml 49$0J;-t.1.8M . . . 6109, i;~_P,arls Ave. caledoma, Ml 49316-locatlon . . . -. -. . --May:6e Repro<1uoe<1:Wlth-r.emj~ri.-onjy .. -. . - . ,•• -. __ ·.:·· .. :· . . . -.-.. · .. ·· .. ·.·-· .. , · ... :·.·-· -·: .. -·. : .. -:-,· . . . ·-.. · ... -· . ·. ---:--.. -. .-.. : ... : .. : ·-:.-.-_ . I :I ;· I :.--·: .:.· . -~-... .... . :::,. . .. ·.-· :.--._ ... . . .. .. . . . •' ,. ·. . : .. · . . -·· . : .. --rt:~; I/ ii,.: · 1 · -~-:--· =:'-=:-/:::~:~ :9i:'.~;YT;~~1~:z~~f :r:~~:?:! .r--·~r:>)?'.--:,~,~~L/.?/f f~~'.~f:~W{~:t~· ··:·:;·_: - Quotient Wall Section Ceiling .Grid Connection I I . ·-·-·- .. · .. .. ._ ..... -.... -: .. .. · -··-.-··-:·"'·;:---::·:·::·-:.·· ..... · . . . ~-:. . ... -... ~-:·· :. ·. ··.-· .. · . ·:: .... :.: .. _. _.::.. . . · ... ·._._ :.:_ ... ::: .----~~ · . tteeicase, :,nc .. P.O. Box 1967 GNincsR&pldS;iir4950144411. e100 easi·;:i~,,~:Ave. caled6n1a. Ml 49316_:,Locatlon · · · May,;.·Fi~uced Wrfh -Pormlssion Only ·.·· -··: ... · .. · -I : ~---: .-: :-'.-:-.> .... .-.. .-, .. ~.-: ·. _-:· __ :-__ ··._·:_::_(tf~f~t~r~~,:·--::>J~~m~,,g~fJt1~W~~:ft~?t(/)dQ.?.Z?.\(_-//\Mr-:~t?.~'.-:-: :"~::-:sa9:oso_~:-.. :· . Ii _-:1· it : .)fr. :·I?;;;~ ·i.-.),! u JJ 11 .• :~ .. ~.f:}£ =,;>Ji . · .. •. , .. :?;t I I I I Steeicase, Inc. ·: .... · . . . ..... ... ~ •' . .. . . . . P.O. Box 1961.--Gnmcf~.:Ml .49501-Mil ._._ . 6100 East Parls·Ave. --cateaonla, Ml 493164.ocation _.-· ·· Maf~R~li(;edWlffi·-Perml$51on Only ·_- ~t .. _.:" . tr.:·:- :f(.· }</"· I Subi~ct: 250 Sansom, Strut r I Job: ·· · · • San ffancl&co, CA ~;~·I../ I!!" MI04 4t5-m-ffi2 G 12 S . I Jab Numb,~ @2/20,_Q f D1te: t3. j/90 By: L I BLd:L.I{ Stcdo11: A H.J. D1g111kollt Auocl1t11, Engl11t1rs I ........ y. ~\.I,)(., · ,.,., 31 o,, "!? z.::. Degenkolb I . SU/\1MARY I FoR. S"roNE.. A~qR.EqA-,e: S'-k6:5 W lTH . MIN, f ~:, == s;ooo 1?1 : I I I I .I I * _ ~ I 2, -~ ~ ~. ~---lTl-6. with-Z _: 5/g'' ~~ ~'lVtL1.l-lD°0 _,h-t;l-:f/2_ L/.liltl ){Uft_/J,.c,{± JI OL RLJ Hc.ta.d1 54-p~ ~) / 51/1-. 1 · 1 frn._uvt ~ JJ)~ at-~L-(2!1-"tul ~al C 1 ~ ~ fW/fLUt.ud at o,_ .bu:tt ~). l't/ ..... , OU •• r---· . • I 11100 Wil.lu.c llou/n.,-c! Sui<c~Ljg6 L.., ""'•lea CA 'IO:JU .7114 rhoc.. ll0.S7l.ls.i2 I I I I ·1 I I I I ·1 I 1· I I I I I fu llO.S7l.lSi7 Emc,r,a,cy '16.SS2.IH0 Sublec1: Not1 -struduv-J ~s;:rn.(c, p~ JGb: s rua.4\K_ Job Number: Cf:eot;-z__ By: ee ll&tc: ~i~s = Sec:titn: Chick•dBy: rage I a{ 2. \'\'l~ 0.BC.. (VJov\{.(~ sm.c.s ~tr') Re-f. use ~ ta 3o. ... .. _ -~ \e UV\t~c:\-o-red. dwz~ .. "<) Fl' :. '& r~ Cr Wp . t==-O.'\'b 'l.p.,;. \. 0 Gr~ o,'tS ~~N? 4 st~"-""ol occ..~fo/f1'8 ~?~~tne(~ . . ___ . tw\-~vfo-r no-"'.-\otuld n J f ""r+M-i,:i-Yt.S.,) r-f a-1 cl\ s11{3/brl- Ff:: O,~O (\.o) O,=tr 1,Jf =-0, 30 wf ~~ Wp =· ~,hit of fetrltftm 01 - fiote. ~ . 'Fr ~ S" fs+' ~ r~~~ ~ 4,-1.,'E~ $cGi \b\O. 2 a.p -::. \.o CC\ -.:. 0,'-\4 "1c,. Iy, = l,O R p-=-~.~ Co\'\<.t'rll~ ,rt~ fO-r~ ti°"''>, i.t~$u rvJ Ju c.,f"i if mA.t'.!: 4 ,d-ta cM YNM½ ~(.c;11~ !A'f}_ ~ p ~ S0 { <;,e,c v,o+e ~ ~ w) stCNr<Aw,c:L OCC\J p{l()'l_'e,· ~H11mtcA. . 7 -p,,,r-tt-\ionC} J ct?$o~ ·Mc.-n it. rn~.:i-J 4 "'-~a.~ O.SSUV'N h>'-=:. \,\y---;:::.) 'nx;i'(...:.. \,s/ p,~t1Yo~11.L .. A. ~ ~ott: C"-= 0-~'fNA \,\~( NO\-::: \.,0 (! Tvornc;.0i~(q... '\:~\a~. 'J \O~ty\ -=-\,S worse c~ ~ 2\t..m I I I I I I I I I I I I I I I I I I I Sheel1 Load Calculations for Transamerica Seismic Testl~ 1 Weight Height from Item '(lb.) floor (if!L Moment __I. --· . -·--·---- ~~ 1!!lent -Weight Frame 75 42 3150 -g~eressway -·---.-.9.,.5f·"-11 87 T!8l!!~~Y-11 99 1089 ·-· 2f4 ___ Q~!!!.C!9.Irack 2 107 -tf3T8-Skins 117 54 -·-Blades 35 54 1890 shelf ------l1 54··· 594 -~ Shelf Weight --·-··--. --. 72, 60 43~0 --Total 334 55.49 18532 -------Force -(:~.~ -~~,Q~Q . 100.2 ..... ·----· ~f.'.SF" Height *Width .180 Use this on~ - Quotient ·---.. ·--·-Welg~t Frame 119 45 5355 -·---· Tr~~!~~Y. 11 99 _!Q~L. --:--9eilin9.J!8Ck 2 107 214 -Skins 117 64 6318 Blades 35 54 1890 ·-Shelf 11 54 594 ,-Shelf-Weight 72 60 4320 . Total . . 367 '53.90 19780 ·---Force --(.3 • Weight) 110.1 -5 PSF* Height *Width 180 Use this on!3 Page·1 P,, J 17_ i-., I i I ! : I I I ! ' I i I ..+-5i<:;f1~""&,. I ! -I I -11· j 1)~ I i . . I j t't ·r' · I : i • I ' i i . ! ~-~l.uelM~ ! l ! t..:o-'--.-( c:15, i_ I~ .!'"WU ... ,~ . : 1 1' 1· I , l I .: r.s---j ~· C4u.... U!,.,,', ' • I I I j i I , • • 1 l · ' I I ~l>'.C,:U.,i Cs) i f. . ' 1),M...;~~t) D,~ :~f'"t> ~~~i ' ; i iW~: i i i I Q) ~ I I I - I • \:-,4:-'\1 \-l4-C\1 . ' I . 'ik-t'\N:)Oi1..--e.A,"2.. : 2 -: !" fo.WIM.\k'J-C.-.~~ t..ti. c-,~. "'~~a~ \l() l Yz. ... Fttow-. ~-l>~, Pos. t1:\0N, ~ ... ~~!}( 3.~ "~;s~IM.~ 1A ~ .l, l.r, '~c:.i.oiz~ : 2. Pc..r-.c.n.~. i ' ' . ' ! ~' ~~ ?s'-, ~~s.. . -1 :~~~G.<2<~ ~/s-o~ v.r,- .._ '?fi.w 0004 \"2,-i.C\°?., \J ~f\.li°-0 ON ~~ ..... '18(\\ \ -\c;.q!::, Conlinu1:d on Pd!J.: Read and Understood By t;w.J~ ···---------. ------·-------_ 1 8 A1't2..9S __ _ ' Signed Dale ~11,nP.rl n .• , ,~ I l"T l"IVU;: .In l"IV• ·---'--- PROJECT~~~, .. '±~W~~~l-\ ____ ,_,,._(mfi~.\H~_e(~."'{ o(:: .,onllnued From Page _.\3_. __ . ~ ~c;c.o Vik_ Sd\Sll,A.\C:. ~,~~ ... -~-----···-r· ·· r · · ·· ··· · ·· ··, 1 · I~ .M~~. ~v09w)ll~~°":) ~~ !-c~. ' ! i ! ,aAfn'fh 1: I -I I: I I I I I -1 I I· I: I. 1: I SUMMARY /¼Otlu.-6-0 ~ © Sc~- \ 01:) ~- t 5o""' lBo~. C) (iii -'5'\-W~-o~ ~ (P (p ® s.q Signed e -a., IJ- So 1,t,, \-Z. ·: ri.s ........... ---· ---Sheel1 .... __ _ Gt2S Load 9•1culallons for Transamerica Seismic Testlr a Oegenkolb Weight Height from Hem flb) floor tin) Moment S• r1men1 we~nt ·- Frame 75--l-••··42-· ·mo """""'"SWllY 11 87 957 Transwav 11 99 .. ··-·-1089 --·· Celllnalracl< . ·-2-· ··· -1or 214 Skins 117 54 5318 Blades 35 54 1890 SheH I I . 54 594 . Shell WaiCJhl 72 60 4320 -· Total . 334 65.411 18532 Force (,3 • Weight) 100.2 5 PSF• Helolll ·Width 180 lt}se this one 0uollenl Welnht Frame 119 45 5355 '-Transwav 11 99 1089 Ctl""' Track 2 107 214 Skins 117 54 6318 --Blades 35 54 1800 .. Shell 11 54 594 SheH Wftlnhl. 72 (50 • -1320 TOIII 367 63.90. 19780 ..;..T __ Force (,3 • Weight) 110,1 .15 PSF" Helnhf *Wldlh 180 Uselhlsone • . ! _l)c.M.. ! i :~-' I , ' ~ t -· ---====- 1 o J, s ... i ' . 0•~3" I ; I . • !O• .45'54'": ~·'"'~ 0 .b~\ ... o • O\ 3 o. Oil:? ~. OLp .... i i : i . ! . I I ! I • ! W) 1b~taw(oti,. Nl~-:>i j -·;: i I= .. ~~~\ON.. jo~ C't'" -~-~ft.-au1t~~"5, f"--\~ ;..,s ~ ; · : °" i , i-s ~ i !' I ! : ; ' \ U-0 . .,.:....;..-._..;.-· , I . . . . : ' I . : I \A l . "2.~ ! ~ I ,·. ! I ! I 0. . , ,.:o.. I ".:> \ I I I . : : W, .-, "2...,-. c;;> : -.. . • \ : I , ! ; i Continued on Page Read and Understood By ,~~'i~ . . Date Signed Onlt? I . Notet k No. \D':'.) .;:___.___ PROJECT~~~!: ct-~¥-~ I~ st!~.UJ-~~-1-C-'.~. of ContinuedFromPage-1~--- 1 · . s~ ~~t.-L~"° _ y.~ . S?.-~~~~~ ~N).~N&i:. 1 I ' I ! ; I I I ' I ! I . • . = , i . , 1· I , I ! I ! ' -' , -. : 2_ c p..pa.Gs I ' . . 1· ' ; I I ' ' I ' . 1' ·1 • • I : i I I • I I I I • ' ; io f ' ' I ! f\ I . ·w E. . . I I .1 -rc . I 4-\JJA;7 :tT'. ~~ S~ea\.lJ..~t·-rt; r~.1 . 'l<;M.riS'S~~ ~ ,~O\.V-... 11 c:::_,.,__.;,.-; sin:i:-,~pr-i·· ~,c:--~~:-.+ c:-!~ ... ,"rl ~ ... ,;J\4\-I ,~ ia~,...:::i",: ~'Q.... n. ,., ..... i .... ~ \. ~·~"'r-"" 'NI f' _.;:) .. '"~ . . . ' l i i I ' I I I ' ; : • I : i j I -i ; , fop_c.~ ~ '~~ fn'" :h-~<o~ ~f'; ~.s "· 6ff-~f<,-oorz... ~:. I I I I ,· ; ' : i I . i i ! , : I i i I I I • t I ! ! I i ! . . I ' i ! 1, ! 11 I I! I 1! I I Ii I i I Ii j I: I I II I I fl ! . I ! !j I . : I I . . ~~a.di, @. ~cl~.; ,cro~· i . I : l so\\.. ! ;p?p~i I I ! I ;~·' i i ! ,· i,.o~u I c:!~~ @ \\ 2H- ~~ 43. I I !~I .~. ! ti-B~ l 2i 1 I ·· l 4e~ ~(4~) . ~ ~ff-(So) I , ; ~ ; i l . l ! . j ~ I i . I i I i I 1 • I o'. ~2_ L{r-&4, :, I i j l-' ; ; i = ; i I j I _{.)qo90~ i \0 lO ~1·· '. Pii"I: ~o.e 1, --,4-.~, . c")l..! 1, 1 _ . ~l~~ -~~ ' : I I I . ~ 1 ~ t ! . I I I : ~ ! ; i , , . : I ' : : ' ., I j I I I I ' I j i i I I j i I I I I 1 1 . • ; ! i \ i ~ ~ i ~ i ~ !·[t-do!~~; I I : I I i ! . f I I ' j i I I i I ' I i ' l I .! i-I i ! l f i ' I I I f I : ; I .. I : I I I '.® o·-~fo" o~ 'lo l ". l-3~S": \-~Grr\: ! . ' '4o~~ . ' o. 24-3.,, Ii . I I I i I Continued on Page ! Read and Understood By I I Ii .. ·---~-- ' Signed Date ------···--···-·-....... .. Shined \l~rz.. Dale 1 I . I I I I I I I I I I I I I I I I I I Date Product was Received r&M(lfi'b Report Number I . STEELCASE CUSTOMER ASSURANCE LABORATORY TES.T REQUEST I 1------~---•--c~=========================••••••~~~~=~~==~m~------~=====~=====1? I Requester: T Rademaker___ Mail: CP 3N 06_ Phone: 84225 _____ ~ I !t l=::~~~=~=~=~~:~=•:~=~~c========~:~=~===:~::~=====~=~:~=~~~==~--=:~~~===1~ I I/0 Number: 400572_ Project Number: GRND1264 __ Date Needed: 9apr98_ ~ 1 1 ~ Phase: Concept: Development: Pil,ot: Introduction: 1 ~ i Lifecycle: Other Beta Site Seismic Approval Testing ____ I -1-~-~~~~~~~~--~--cccca•~===================~=----------~~~===-==~------------,c I FEA Contact Name:________ PE/RE Contact Name: Dan Vandyk/TomR I-X-l===~====•g~-~-----------------------·*··-------~~-~---------~~-------~~--~--1...() I I -I Product to be tested (chair, desk, file, etc.): Quotient Wall ______ 1+:- I Totai number of samples: 1 4'x 9 sec I~ '', ,',~ Please describe the test samples in detail, includin_g model numbers, special features,design changes, etc. Material tests -include vendor, I material name and number, color, etc. Please .be specific. I~ l sample is in Tarra Cotta Room at the end of the erected wall with Tom Rade I~ I maker written on it·---------------------------I~ j ======================================================================================================t '--~--------------------~ I I I Purpose of Test (process improvement, product development, etc. -1Sf\ l for a ·process or product change, please describe the'change in detail) :r :: I To demonstrate that the Seismic fastening system will comply with UBC seis ,, 11 mic requirements to the city of San Francisco _____________ _ Requested Testing (ES, PFR, or Industry std. test #, _proj. test plan) I I~ I Side load the wall with a load that equals the seismic load (values to be ~ I supplied by me by 6apr98 from information supplied by HK Degenkolb) The 1 I 1 1 oading will include loaded shelving as well as -an externally applied load 1 1 ~ of approximately 1300#~--,-----,.---------'--------,---------'-------ct} '--.----------------.----------------'0 '-------.---,-..,...,..---------------------' I I~ I Sample Disposition: S.crap ( This is the default disposi-tion) I ..... \ I Ship to R Fink_______ at Location Tarra Cotta Rm 1'€ I would you like to review product before disassembly (yes/no) yes ___ I_ t==~====~=c=====•a&ccm=========~====~========================================lf'\ Report Distribution Name Mail Code Dan VanDyk_-_-CD 3E so Doug Kokot __ CD lW 06 Tom Rademaker CD 3N 06 List (Include Full Name and Location Code): Name Mail Code Name Mail Code Bob Jeffers_ CD 3S 46 ,·Roy Fink-Cd lW 02 Randy carter_ CD lW 06 George McKella CD lW 06 1). w~') @·2Ul•OG:, ![ ,~ i ------------------------------------------------' Test Specialist W?\::O() Report Date ___ _ Page (2 of J~ ~ ' C t. ( t I I I I I I ·I I I I I- I- I I . I I I I I ''TATE" AC-CESS FLOOR DETAILS AND SEISMIC C.ALC·ULATIONS \lsfprod\vader2\private\lswensonlcurrentjobs\98484\pr0Ject Intro.doc Page 2 of 2 SE\T BY: 8.,.31-98: $:QOPM TATE ACCESS FLOORS-. 6192778931=~ 2! 6 I I I I I· I I I I I I I I I I I I I I Fax to: SEISl\fiC ANALYSIS REQUEST ;FORM Tate Access Floors, Inc. Technical Services FAX: 410-799-Jll]E• 3.::,-.s; From: · STEE t-CA.s E .{S!f:1!1 D,~e; o) (Please include your name, company, phone 11umbcr and fax nwnber) All Seismic Analysis will be based cm "Uniform Building Code., (1994) unless otherwise requested. [Fp -Z Ip Cp Wp] Please check required service: a Understructure recommendations required for bid purposes. p... . Formal Seismic Calculations for submittal PlQase fill in all information ~garding project specifications: 1.) Project Name: · C.9 If a w ~ ../ Ga 1£-T ~ 2.) Seismic Zone: o 1 o 2A ti 2B o 3 1---4 o Other, Z • ..,...-__ 3.) Occupancy: ~ Standard o Other, Ip • __ _ 4.) Facility Use: ,. Computer (IOOpst) a Office (S()psf) CJ Other. live load• __ psf 5.) Date Required: J-: -,t2 O -: 'l<f: (ASAP not acceptable) Please fill in Access FlOC)r System Spccification(s): EXAMPLE SYSTEM 1 SYSTBM2 SYS'I'EM3 PANEL ALL STBEL l(XKJ UNDERSTRUCTURE 'Z BOLTED STRG MAX.FFH ~ PEQESTAL BASH 4.,x4• FASTBNElt SHUR. STilC 283 (ac:JhC5ivc or bot~) ?~ Comment,s/Qucstions:. ___ --------------------------- Page 47 I I I I I I I I I I I I I I I I I I I St::Yf BY: Fax to: From: 8-31-98 5:QQPM TATE ACCESS FLOORS~ SEISMIC ANALYSIS REQUEST f()RM Tate Access Floors, Inc. (Please include your name, company. phone number and fax number) • • ' L • • 6192778931:# 3/ 6 All Seismic Analysis wi1I be based on "'Unifonn Building Code" (1994) unless otherwise requested. [Fp • Z Ip Cp Wp] Please check required service; o Understructure recommendatiom required for bid JJUIPOSC'S. o Fonnal Seismic Calculations for submittal. Please fill in. all infonnation .regarding project specif".u:ations: 1.) ~oject Name: _c_4 ...... !t __ f .... o .... sv:-.s;:a,_,-.../-r-__ _,;; .... ,_a_( __ ,£_,__ _____ -..-__ I 2.) Seismic Zone: o 1 a 2A a 2B a 3 )( 4 a Other. Z -__ 3.) Occupancy: ~ Standard ti Other. Ip • __ 4.) Facility Use: ti Computer {100psf) ~ Office {SOpsf) o Other. live load -_ psf S.) Date Required: 0: -JO -'78 Please fill in Ace~ F1mr System Specification(s):: BXAMPJ.B SYSTEM 1 .PANEL ALL STEBL laX> MAX.PFH 2'r FAS'I'ENER SHUR S11JC 213 (adhesive or bolts) (ASAP not acceptable) SYSTEM2 SYSTBM3 Comments/Questions: _________________________________ _ Page 47 ~t.Vf Br: 8-31-98: 5:01PM TATE ACCESS FLOORS~ 619.2778931:::;: 4/ 6 I I I I I I I I I I I I I I I I I I 71,te Access Floors SEISMIC ANALYSIS SEISMIC ENVIRONMENT: Zone4 PROJECT: FINISHED FLOOR HEIGHT: Callaway Golf PJ'oject 7" Tate Access Floors, Inc. 7510 Mc.nlllVldeo A<!. P.0.&x278 .Jes:.up. Maryillnc, 20n4-0?.7a Tel: i410) 799-4200 Fax· (410) 799·4207 The lateral force due to seismic loads is determined by using the guidelines sct forth in the l 994 Unifonn Bwlding Code (UBC) Section J 630, Equation 30-1 . Equation 30-1 : Fp=ZipCp Wp Fp = Lateral forces on a part of the structure and in the direction under consideration. Z = Numerical coefficient dependent upon seismic zone. For locations in Zone 1: Z = 0.075 Zone 2A: Z = 0. IS Zone 2B: Z = 0.20 Zone 3: Z = 0.30 Zone 4: Z = 0.40 Project requites: Zone4 Ip = Occupancy importance factor. which varies depending upon building use. Assume fp = l.O · ·Cp = Numerical coefficient (horizontal force factor) which varies depending on type of structure; for access floor Cp = 0.75 [Table 16-OJ Wp = (Live load X 25%) + (dead load)+ (partition load) Live "" The load superimposed by the use or occupancy of the building not including wind, load earthquake or dead load. [Tab.I~ 16-A,J Live load:· Computer Ro01ps: 100 lb./sq.ft. General Office: SO lb./sq.ft. Project Requiremtmts: 100 lblsq.ft. Dead = The vertical load due to th~ weight of all permanent structural and non-structural Joad components of a building such as walls, floors, roofs, and fixed service equipment. Dead Load Values: Access .Floors: Partitions: IO lb./sq.ft. 10 lb./sq.!l. SENT BY: I I I I I I I I I I ·I I I I .1 I I I I Cont'd .... page 2 Seismic Analysis Page2 8-31...,98 5:01PM: TATE ACCESS FLOORS..., Therefore, equation 30-1 reads as follows: Fp=ZipCp Wp Fp = Z Jp (0.75) [(Live load x 25%) + IO Ib./sq.ft. + 10 lb./sq.ft] Z ='0.40 Live Load= 100 lbJsq.ft. Fp ;= (0.40) (1.00) (0.75) [(100 lbJsq.ft. x 25%) + iO lb./sq.ft. + 10 lb./sq.ft.] Fp = 13.50 lb. 6192778931:~ 5/ 6 One pedestal supports an area of 4 square feet. therefore. the lateral force on one pedestal equals (Fp x 4"" Fpr::dclotat) Fpet1s:sta1 = 13.50 lb. x 4 -54.0 lb. (lateral force at the top of one pedestal) If 54.0 lb. of force is applied to the top of a pedestal that has a 7" ffh, an overturning moment of 378 in.lb. is created. (54.0 lb.) ( 7 in.}= 378 in.lb. The .understructure system submitted for this project is Tatc•s Type I Standard Steel Dase ·utilizing Bogart #282 pedestal adhesive. The attached test report verifies that Tate's Type pedestal design will meet the overturning moment requirements of a Seismic Zone 4 force for a 7" finished floor height with a minimum. safety factor of 3 .5. Compiled by:_~----" __ a.._ .... ~=---~--------- Theresa A. Butler, 8/31/98 Product DeveJopment Engineer SE:'\JT BY: I I I I I I I I I I I I I 1· I I I I 8-31-98 5:01PM: TATE ACCESS FLOORS~ 6192778931:# 6/ 6 I II PENNIMAN &BROWNE, INC. CHEMISTS/ ENGIIIEEIIS / INSPECTORS 6252FALLS ROAD/ P.O. BOX65Xl9 / BALTIMORE. MARYLAND ~1209-~ / TELEPHONE 410-825-4131 / ~AX410-321-7384 OVERTURNING MOMENT TEST DAT'E: P&B#: .BASE ASSEMBLY TYPE: ADHESIVE TYPE: SEALER: MAY 23, 1994 94-40-0277 STANDARD STEEL BAS~ (tube on base plate) BOGART #282 NONE/ BARE CEMENT. The following test was performed in accordance with the "Recommended Test Procedures for Access Floors: Section 6 Pedestal Overturning Moment Test" as Published by the.CISCA organization and as described herein: Five Tate Base assemblies were secured to a. concrete slab with Bogart #282 pedestal adhesive in a manner consistent with normal installation practice. Base asse~lies were air dried for a period of 14 days. A horizontal load was applie4 by a calibrated force gauge against a moment arm 21 inches above the concrete surface. The load was contin~ously applied until failura of the pe~estal or adhesive occurred. The resul~s are as follows: L Horizontal Load 57 lbs. X Moment Arm 21 in. = 1197 in.-lbs. 2. Horizontal Load 64 lbs. x Moment Arm 21 in. = 1344 in.-lbs. 3 • Horizontal Load 62 lbs. X Moment Arm 21 in. = 1302 in.-lbs. 4. Horizontal Load 68 lbs. X Moment Arm 21 in. = 1428 in.-lbs. 5. Horizontal Load 63 lbs. X Moment Arm 21 in. = 1323 in.-lbs. Average = 1318 in.-lbs. NOTE': Failure of each test was a result of the adhesive which had not completely cured (slightly tacky) CONCLUSION: The Bogart #282 adhesive meets the 1000 inch lbs. often required in access floor specifications. FOUNDE01896 I -1 I I I I I I I I I I I I 1: I I I I HILTI KWIK BOLT-II I.C.8.O. REPORT NO. ER 4627 \\sfprod\vadel2\private\lswensonlcurrent jobs\98484'ili'olect Intro.doc Page 2 of 2 I I I I I I I I I I I I I I I ICBO Evaluation Service, Inc. 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601-2299 A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT ER-4627 Copyright© 1996 IC!JO Evaluation Service, Inc. Reissued July 1, 1996 Filing Category: FASTENERS-Concrete and Masonry Anchors (066) KWIK BOLT-II HILTI, INC. . 5400 SOUTH 122ND EAST AVENUE TULSA, OKLAHOMA 74146 I. Subject: Kwik Bolt-II Concrete Anchors. II. D~cription: A. General: Kwik Bolt-II (KB-II) concrete anchors con, sist of a stud, wedge, nut and washer. The stud is manufactured from a carbon or stainless steel material. The carbon steel Kwik Bolt-II stud is made from AISI 1038 or AISI 1144 materials. The wedges are made of AISI 1010 steel, except that KB-II %-by-12, KB-111-by-6, KB-111-by-9, and KB-111-by-12 have AISI 304 (stainless steel) wedges. All carbon steel components are zinc-plated. Each component of the stainless steel Kwik ·eolt-11 is made from either AISI 304 or AISI 316 material. The stud consists of a high-strength steel rod threaded at the upper end. The.tapered mandrel has an increasing diameter toward the anchor base and is enclosed by a three-section wedge which freely moves around the mandrel. In the vertical direction, the wedge movement is restrained by the mandrel taper at the bottom and by a collar-at the top of the m;tildrel. When subjected to torque, the wedge is forced against the wall of the pre- drilled hole to provide the anchorage. Allowable tension and shear values in normal-weight concrete are shown in Tables 3 and4 for the carbon steel and stainless steel anchors, respectively. Allowable tension and shear val- ues for lightweight concrete are shown in Table 5. B.Post Nut Kwik Bolt-II: Post Nut Kwik Bolt-II concrete anchors consist of a carbon (AISI 1144) or stainless (Type 304) steel stud and post nut. The.studthreaded end is fabricated to accept a threaded post nut whose outside diameter is equal to the nominal diameter of the stud. The post nut has a countersunk head configuration. Allowable tension and shear val- ues in 3,000 psi (20.7 MPa) norr:nal-weight concrete for carbon and stain- less anchors are shown in Table 7. C. Installation: 1. Kwik Bolt-II: The Kwik Bolt-II anchor is installed in concrete with a predrilled hole of approximately the-same size as the nom- inal bolt diameter. The driiled holes must exceed the depth of anchor embedment by at least two-anchor diameters to permit overdriving of an- chors and to provide a dusMree area. The anchor must be hammered into the predrilled hole until at least six threads are below the surface. The !1Ut must be tightened against the washer until the torque values specified in Table 1 are attained. Minimum embedment depths, and edge and spacing requirements, are set forth in Table 1. · 2. Post NutKwik Bolt-II: The Post Nut Kwik Bolt-II anchor is installed in concrete in a predrilled hole approximately the.same size as the nominal bolt diameter. The drilled holes must exceed the depth of anchor embed- ment by approximately two anchor diameters to permit ov~rdriving and to provide a dust-free area. The anchor is tapped info the hole until the post nut head touches the material to be fastened. The post nut is then loosened by two complete turns and the anchor tapped again until the post nut is again in contact with fastened material. The post nut is then tightened. D. Special Inspection: Where special inspection is required, com- pliance with Section 1701.5 of the code is necessary. The special inspec- tor tnust be on the jobsite continuously during anchor installation to verify anchor type, anchor dimensions, concrete type, concrete compressive strength, predrilled hole dimensions, anchor spacing, edge distances, slab thickness, anchor embedment and tightening torque. E. Identification: The anchors are identified in the field by dimensional characteristics and packaging. The packaging label indicates the manufacturer's name and address and the size and type of anchor. A length identification code letter is stamped on the threaded end of the bolt. See the length identification system in Table 6. Ill. fvidence Submitted: Reports of tests in accordance with the ICBO ES Acceptance Criteria for Expansion Anchors in Concrete and Masonry Elements (AC01), dated January 1993. Findings IV. Findings: That the Kwik Bolt-II concrete anchors described in this .report comply with.the 1994 Uniform Building Code™, subject to the following conditions: 1. Installation dimensions and installation torques are as noted in Table 1. 2. Allowable tension and shear values are as noted in Tables 2 through 5. 3. Calculations justifying that the applied loads comply with this report are submitted to the building official for approval. 4. Special inspection is provided as set forth in Section II D of this report. 5. Anchors are limited to installation il.1 uncracked concrete, which is concrete subjected to tensile stresses not exceeding 170 psi (483 kPa) as Induced by external loads, deformations and Interi- or exposures. 6. Use of the anchors in resisting wind and seismic forces is be- yond the scope of this report. 7. Use of the anchors in resisting vibratory or shock loads, such as those present in supports for reciprocating engines or crane loads, is beyond the scope of this report. 8. Anchors are limited to nonfire-resistive construction. 9. ,\nchors are manufactured by Hilli, Inc., at 5400 South 122nd East Avenue, Tulsa, Oklahoma, with quality control inspections by Underwriters Laboratories Inc. (AA-637). This report is subject to re-examination in one year. EvaluaJion reports oi JCBO Evalualion Service, Inc., are issued solely to provide informaJion to Class A mcmbcn of ICBO, utiliring the code upon which the report is based. Evalua/Uln nports arc not to be construed as representing usthetics or any other attributes·not 1pccifica/ly addressed nor as an endonemcnl or recommen- dalu,n for use of thu:ubjcct npot1. This report is based upon independent /tits or other technical dala 111bmiiled·by the applicanL The ICBO Evaluation Service, ltJc,, technical sla./f has reviewed the test nsults and/or other data, but doe, notposstrs test fm:ililitr lo nudce an independent rerij,caJion. Then is"° warranty by ICBO EvaluaJion Service, Inc., upnss or implied, as to any_ "Findi1't"_or other maltu in the nport or as to any product co,tnd by the nport. This discloimer includa, but is not limited to, ,netthantabiiily. Page1 of4 I ER-4627 TABLE 1-INSTALLATION SPECIFICATIONS ANCHOR SIZE SETTING DETAILS KB-11 1/4 Inch KB-U 3/e Inch KB·H 1/2 Inch KB-II 6/1 Inch KB-II 3/4 Inch KB-111 Inch ..,__ 18 '-' D~--------,,---'-----,---------l--",c----r'----+--,-,;--r-::-.,...,.....-+--.,--r'-.-,--+--.--.,.c.---i1-.-:---r--,.--+---,-~---l drill bit size = anchor diameter (inches) l,/4 3/s l/z 5/s 3/4 2 deplh of cmhcdmen1-(1ninimum standard) I 1/H 2 J3/H 2•1z 21/4 3_,,2 2 3/4 3 1/4 4 3/4 4 l/2 '.If: 4 6 (inches) wedge clearance hole (inches) 5116 7/16 'l/11i 11/16 13116 l'/s anchor lcng1h (min./max.) (inches) I 1/4 4 ''2 21/H 7 2 1/4 7 j ''2 10 4 l/2 12 6 12 lhrcad length sld. extra lhread length (inches) 3/4 3 3/8 4 I 1/4 4 11/2 4l/2 I l/2 4l/2 21/4 4''2 torque (ft. lb.) Stainless steel 4 20 30 75 150 200 guide values Carbon steel: min.E 4 20 30 75 150 200 Sid E 7 25 45 95 225 325 min. base ma1erial 1hickness (inches) 3 or 1.3 x ·cmbedmcnl depth, whichever is greater fF,c0rl·: I inch= 25.4 mm. I lbf = 4.45 N. · TABLE 2-ANCHOR SPACING AND EDGE DISTANCE REQUIREMENTS, NORMAL-WEIGHT CONCRETE1,2,3,4,S,6,7 ANCHOR SIZE DESCRIPTION 114 inch 3/1 lrich · 1/2 Inch 5/1 Inch 3/4 Inch 1inch i,£1 dinent minimum/standard inches I l/g 2 15/s :Sa spacing·requircd 10 obtain-maximum 21/4 4 31/4 working load (inches) .. S,,, minimum allowable spacing between I 1/g 2 15/g anchors Cinches) fMcr edge dis1ance required 33/g 33/g 47/g to obtain maximum Shear working load CinchesJ Tension 13/4 3 2112 I minimum allcJwable Shear 13/4 13/4 21/2 edge distance (inches) -Tension. I 1/g 2 15/g ~or·c•: I inch= 25.4 mm. I lbf = 4.45 N. . l[).in·this table and the foomores apply to all anchors covered in !his report. l'IW91 using M,n;n for a load that is shear. reduce the allowable load by 50 percent. "'When .using Mm;11 for a lnad thJt is tension. reduce 1he allowable .load by 20 perc\!nt. 21/2 5 21/2 47/g 33/4 21,? 21/2 21/4 31/2 23/4 4 31/4 43/4 4''2 4l/2 7 51/2 8 61/2 9i/2 9 21/4 31/2 23/4 4 31/4 43/4 41/2 63/4 63/4 8'/4 8'/4 93/4 93/4 )31/? 33/g 51/4 4l/g 6 47/g 7l/g 63/4- 33/g 33/s 4l/g 4l/g 47/g 47/g 63/4 2•,~ 3 I/~ 2% 4 31/4 43/4 4''2 ~;IF~-"and M of-anchor~ "1th :,.:m:il emhcdments between the listed emhedments, use linear interpolation. ·.if' •. and M of anchor," uh ,•111h~dme111s greater 1han the deepesl embedment,Jis1ed. use the value for the dcepes1 embedmem shown in the table. ·W·1 using .s;,,;,,;rcdu,·e the all,,wable tension load by 30 percent ·wbenusing S111m, rcdu,e 1he allcmahlt' shear load by 30 percent. I -!OR DEPTH ... DIA. Mis) (Inches) I 1/M . -2 -14 33/~ J 5/8 3~11 21/2 41't4 ~ 21/4 '.fa J'/2 6 -21/4 !K 4 7 -31,_, I . :i.1,., 8 4 1i2 1-6 9 TABLE 3-CARBON STEEL KWIK BOLT-II ALLOWABLE TENSION AND SHEAR VALUES (in pounds), NORMAL-WEIGHT CONCRETE1 ,-. = 2,000 psi f'c • 3,000 psi f'c = 4,000 psi f'c = 6,000 psi Tension Tension Tension Tension Wllh · Without With Without With, Without With Sp. Without Sp. lnsp. Sp. lnsp. Sh.ear Sp.tnsp. Sp.lrisp. Shear Sp. lnsp. sp. lnsp. Shear lnsp. Sp. lnsp. 250 i25 400 3IO f55 400 360 180 400 430 215 5~5 265 400 550 280 400 590 295 400 625 315 6:!5 315 400 625 315 400 625 315 400 625 315 500 250 925 605 300 975 7IO 355 1.025 800 400 I. I 25 565 1.100 1.110 605 1.100 1.190 645 1.100 1.450 725 l.~50 625 1,100 1,300 650 1.100 1.350 675 1.100 1.450 725 1.IOO 550 1.810 1,230 61.5 1,840 1.365· 680 1.840 1.625 815 1,750 im l.!140 1.000 1,000 1.840 2.250 1.125 l.840 2,625 1.315 l'.950 97.5 1.840 2.165 1,080 1.840 2.375 1.190 1.840 2.625 1,315 ·j_:l(,(l 750 2.K75 1.730 87.5 ·2.875 2.000 1.000 2.875 2.500 1,250 2.180 1.12.5 .'\.i25 2,670 1.33.5 J,12.5 .,.090 1.54.5 3.12.5 J.925 1.46.5 UMlO 1.500 J.125 J.250 1,625 .,.125 J.500 1,750 3.125 J.925 1,96.5 I .S511 92.5 -'.875 2.175 1 .. 090 J.875 2.5lXl 1.2.50 .,.875 .HXXl 1.500 2.Nl J..'75 4.225 3.625 1.940 4.225 4.5!Xl 2.250 4.225 5.060 2.530 3.7:,0 1,875 4,22'i 4,(,25 2,315 4.225 5,5tXl 2.750 4.225 5.925 2.965 2.9.'lll 1.46.5 6,625 .\,65<1 1,112.5 7,125 -U75 :!. 190 7.625 4.J60 2,180 .l,990 1.99.5 K.<,25 5 • .l·IO 2,655 l\,(12.5 6,6:!5 .UIS 8.625 7.K75 .l,940 6.090 .1,()4:'i K.62:'> . 7. I Ill .1.SS.5 8,62:'i 8.12.5 -1,06.5 8.62.5 I 0 .. 000 S,()(X) 6 12 6 13''2 9 63/4 6 Shear 400 400 400 1,025 1,100 1,100 1,840 1,840 1,840 2,875 3,125 3.125 3.875 4.225 4,225 8,625 8,625 8,625 I ·1 I I I I I I I I I I I I I I I I I Page 3 of 4 ER-4627 TABLE 4-STAINLESS STEEL KWIK BOLT-II ALLOWABLE TENSION AND SHEAR VALUES (in pounds), NORMAL-WEIGHT CQNCRETE1 f'c • 2,000 psi f'c = 3,000_ psi f'c "4,000 psi f'c = 6,000 psi Tension Tension Tension Tension ANCHOR DEPTH With Without DIA. DIA. (Inches) (lnehes) Sp. lnap. Sp. lnap. I 1/g 225 110 l/4 2 440 220 33/4 520 260 15/g 400 200 3/g 21/2 875 440 41/4 1,000 500 21/4 800 400 •12 31/2 1,250 625 6 1,375 690 2J/4 1,175 590 5/g 4 1,750 875 7 2,250 1,125 . 31/4 1,450 725 3/4 43/4 2,350 1,175 8 2,750 1,375 41/2 2,925 1,465 I 6 4,125 2,065 9 5,250 2,625 For SI: l inch = 25.4 mm, I psi ::;: 6.9 kPa. 1 See Table 2 for footnotes. _Sheer 525 550 550 825 ·1,250 1,250 1,700 2,085 2,085 2,625 3,125 3,125 2,700 4,225 4,500. 5,700 7,000 7,000 With Without With Without Sp. lnsp. Sp. lnap. Shear Sp.lrisp. Sp.lnap. Shear 305 155 540 325 165 550 520 260 550 520 260 550 520 260 550 520 260 550 460 230 950 515 260 1,075 1,025 515 1,250 1,175 590 1,250 1,145 625 1,250 1,350 675 1,250 1,000 500 1,740 1,200 600 1,775 1,625 815 2,085 2,000 1,000 2,085 i.765 880 2,085 2,150 1,075 2,085 1,440 750 2.875 1,700 850 3,125 2,250 1,125 3,125 2,750 1,375 3,125 2,825 1,415 3,125 3,425 1,715 3,125 1,825 915 3,100 2,200 1,100 3,500 2,990 1:525 4,365 3,625 1,815 4,500 3.500 1,815 4.500 4,250 2,125 4,500 3,625 1:s15 ·6.350 4,325 2,165 7,000 5,440 ],000 7,000 6,750 3,375 7,000 7,075 3,750 7,000 8,800 4,400 7,000 TABLE 5-KWIK BOLT-II CARBON STEEL ALLOWABLE TENSION AND SHEAR IN LIGHTWEIGHT EXPANDED SHALE0AGGREGATE CONCRETE1 TENSION (lb.) With Sp. lnsp. 350 520 520 625 1,350 1,350 1,250 2,250 2,550 1,800 3,000 3,425 2,450 4,375 4,800 4,500 6,875 8,800 TENSION (lbs) WITHOUT SPECIAL TENSION gb.) WITH SPE IAL WITHOUT SPECIAL ANCHOR SIZE EMBEDMENT SHEAR (pounds) INSPECTION2 INSPECTION3 INSPECTION2 Without Sp. lnsp. Shear 175 550 260 550 260 550 315 1,150 675 1.250 675 1,250 625 2,085 1,125 2,085 1,275 2,08'i 900 3,125 1,500 3, 12.'i 1,715 3,125 1,225 4,5(X) 2,190 4,5fXJ 2.400 4500 2,250 7.(JfXJ 3.440 7.000 4,400 7,000 TENSION (lb.) WITH SPECIAL INSPECTIQN3 (inches) DEPTH (inches) l:ORQUE (ft,•lb.) fc?. 2,000 psi f'0 = 2,000 psi f'0 = 4,000 psi lj~ 11/g 4 -too 105 210 180 :~ 'l': 2 5 '1()0 150 300 225 ~~,: .,,~ 15/s !5 755 190 380 310 (,~~ 2''2 15 1.100 315 630 485 975 l/2 2114 25 1.370 340 685 550 I. !OP 311i 30 1.840 500 1,000 800 1.600 5/g .'i.314 65 2.480 555 1,110 785 1.575 4 75 3.125 825 1,650 1.150 2.3()() ,,~ 31/4 135 3.170 770 1,545 1,100 2.200 43/4 150 4.135 1,100 2,200 1,625 3.2:iO For SI: I inch = 25.4 mm. I lbf =-4.45 N. 1The tabulated,tension and shear values are for anchors installed in lightweight expanded-shale-aggregate concrete having the compressive strength at the time of inm,lla tion. Concrete aggregate must comply with ASTM C 330-85 and ASTM C 332-83. · 2These tension values are only applicable when the anchors are installed without spcdal inspection as set forth in Section 170 I of the code. 3Thcsc·tcnsion values a're only applicable when the anchors are installed with spc.:ial inspection as set forth in Section 170 I of the code. TABLE 6-l.,ENGTH IDENTIFICATION SYSTEM STAMP ON ANCHOR A B C D E F G H I J K L M N 0 p Q R s T u Length From I 1/2 2 2112 3 311z 4 41'2 5 5112 6 61h 7 7''2 8 B''2 9 9l/2 10 II 12 13 .of anrhor Up to '2 21'2 3 W24 4112 5 51/2 6 61/2 7 7l'2 8 81'2 9 91'2 10 11 12 13 14 (inches) hut not including ... V w X y z 14 15 16 17 It- 15 16 17 IX )lJ ; j : ' -· I age4 of 4 l I I I I I I I I I I I I I I· I I I TABLE 7-POST NUT KB-II ALLOWABLE TENSION AND SHEAR VALUES (pounds)1 (' C • 3,000 pal Tension ANCHOR MINIMUM DEPTH Without DIAM~~.:iTERIAL OF EMBEDMENT With Speclill Special !lnche1I ln1pectl_on2 lnapectlon3 1 /4 carbon steel I 1/K 310 155 1 /4 stainless steel I 1/8 305 155 · 3/g carbon steel 15/x 605 300 3/8 stainless steel 15/x 460 230 For SI: I inch= 25.4 mm, I lbf = 4.45 N. Shear 330 470 700 1,250 1The tabulated tension and shear values are .for anchors installed in stone-aggregate concrete having the compressive strength at the time.of installation. Concrete aggregate must comply with ASTM C 330-85 and ASTM C 332-83. 2These tension values are only applicable when the.anchors are installed with special inspection as set forth in Section 170 I of the code. 311Jese tension values are only applicable when·thc anchors.are installed without special inspection as set forth in Sec!ion 170 I of the code. ER-4627 I I I I I I I I I I I I I· I I I I I 1· 345 P03 DEC 01 ·,99 09:52 No!t?lbrook, 111.ios •(M7) m..asoo ~at. NewV01k•(~1~ ,.!71...qlOO 5a~li1 C1111, Odloir.11 • («fl) !ieS-2400 RIStllth r~e11,11e Park. @unc1erwrlt1rs Laboratcrias lnc.\'111 STEELCASE JNC MR F XARASJNSKI, QD..2w.o6 901 44TH ST SE PO BOX 1967 GRAND RAPIDS Ml 49601 Nonn carollna • (918) 649-14:Xl Cllml$, Washi"g:on• (360) 817~5500 1i:,.·····!)··-,, I ctlllarJII \I .. 11111:111q ltl.11811 Your most~ Usting ts shown below. Please review thill infomlatlon end report any .u.1aec~ I..O the UL Engb1Nrt.n1 5ti.1't member who handled your UL project. QQVX Septt111ber t, l!IU llllllvf-l'N Wfrint S,dttls ST!!LCASE INC Et 71141 ,0144TH ST SE PO IOX 1967, GIAND RAPIDS MI 41501 . {A ciiii) llil powtt 111 ftNI. 011~ ltlf...., Dou.bla Jin:tlon ilDci .........., b11Cler e1bl,a, ~ur w.y 1dlpt111, -to 11111a 1(lptln, Milt to -m MIM' diatributlon bOlllJ, l'ISS-tllrougll ,arm--.. ~ t11trl11s, ~di ~ · J1nct:1on block melllbllts, Stft\flSt to ACS • ....,, Swttd, h1rn1tNt, 3/8 111, powenntl'la, fan• on D•s. Tri-~. WIMway wemltlig •• '""' '" ,.-.., (It. NOa. matt •t7 ll!tY or ~ not 11t rouo..d bY A or Bi cat. He. GfUIFMt.¥. .av, .Qt. GFUflfflll<. -IY, -12, ·11X. -l2Y, ·HZ, T$'61PlC. •fflPZ. -nHPX, ~UBPY, • 7U8Pl. C11U11 '" ,.... I.It, NM. 14-Ultm, •1201H, -uom. 14U01018, •31119, •1M0, GSGUPPHNJC. .«r, •Nl, liSQUFMH11X, •UY, ·1ZZ. T57121"H~UPMY, ·UPHZ, TS7HUJIIHX, -U~Y'. •UPHl. Dcdlt iuncl:!111 lllock ININ!fll. Cit. Hos. UOIOO&lS, •11, •17, •11, •1S, •ZO. tH000055, •l000056, -ecoOOJ7, iE990021A, ·1~1 ·U, GSGUPIIOX. •!DV, •ZW, ... aMt, cat. No, GUNIJHU, fiw WW ail""" C&t. No.. GSGul!CX, GSGUtl:Y, li'SQ!,IJ,Q. MIit it ..a. ........ Cit, Nos. GSGUBCX. GSGIJICY. GSGU8CZ, Mitt to l'llll JU111,-, eat; Ml, fflD\, -Q4, •MO, "'4J ~ Dr ~ Mt ·111 l'DUDMd by A ar I; Cit, N05. IIEHi77U!A, •ll4A. •1141\ -·ma, ·2148, •!241, ·312, •Jl4, •lt1', GSGIJHUX, •ln', •12Z, •221(, •lrt, •tll, TS7"S"1KX, -70fl!HY, •74SMHZ, •7SOMHX, •780lo1H't', •7IOMH?. Replaces £178548.\ dlttd ,-14, 1998. 111tot«10t Ulldtrwrttlrs Llbtratorfu Ine. • (t911t. t11 • alll) m;omt1, 209 For lnfonnation on placing an order for UL Uating Cards in_ a 3 x 5 inch card. format, please refer to the enclosed orderins infonnatton. A not-tor,prolit 0!'9lniution dellil:l1td 10 pubtt; safety a~d cemmittld to (Jlllity se'Vir:t I I I .I I I I I I I I I I I I I I I I @un11erwrttert Laboratories ·Inc:.~ STEELCASE JNC MR F KARASlNSKli CD-2W-06 901 4ffll SI' SE POBOX1967 GRAND RAPIDS Ml 49t501 345 P04 DEC 01 '98 09:53 Northbrook, lllino,$•(8'7l 272--8&00 ijei¥1'9, NewYOll<•(S16) 271-6200 San11C11ra,C1lliomll'(O) 985--240:> RtHMch T111!119'1 Pml, 11101111 caro11na • {:119) !i4i--1'°'1 Can&, Waahb1go11•(300) 817-5500 Your m01treea li8tmg is shown below. Please rftiew this lnfonnation Bild nport any il~-urac.iM to 1he UL Enalnterina·staff member who handled your tJL prqjcct. l'U,\D45H7 RIO For information on placine an order for UL Listing Cards in a 3 >i: 5 inch ca:d format, pleue refer to the enclosed ol'de?inl information. A not-tot-p~ ~atietl dedictled le pibllc aalety end ccmalllld 10 q\lllr, m,iee 03-20,,2000 City of Carlsbad /~ Plan Check Revision Permit No:PCR00003 tJ ro -~ ~ Building Inspection Request Line (760) 602-2725 Job Address: 2180 RUTHERFORD RD CBAD Permit Type: Parcel No: Valuation: Reference #: PCR 2120702300 $0.00 Lot#: 0 Construction Type: NEW Project Title: NEW SEISIMIC CALCULATIONS Applicant: BKM ARCHITECTS 9650 CHESAPEAKE DR SAN DIEGO, CA 92123 619-569-4700 Total Fees: FINAL APPROVAL Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 01/04/2000 GMF 03/20/2000 03/20/2000 Inspector: Date: 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 capactiy 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-vou have oreviouslv been aiven a NOTICE similar to this or as to which the statute of limitations has oreviouslv otheiwise exoired. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 02 109.00 PERMIT APPLICATION • CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 f1, "'., PROJECT'INFORMPa'ION, ·"""'. ;' ', , .. ,<. , · ro FOR OFFICE USE ONLY PLAN CHECK NO. "dllSf ~r~oaO&J EST. VAL. _________ _ Plan Ck. Deposit ________ _ Validated By---'...d'-1" _______ _ Date l / ~t{ a() _Jot N9. Subdivision Name/Number Unit No. v 1 '77,;vt.l C ~ I.L-~ Phase No. Total # of units Assessor's Parcel # · Existing Use Proposed Use Description of Work 'SQ, FT. #of Stories # of Bedrooms # of Bathrooms Name Address City State/Zip Telephone# r .... ., ... , , , ", .. '·". , .. , '·"" ,._,..,,.. , 4.: ;;PROfEILTY OWNER-.~·_ · . , , . Name Address City S.tate/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 permit subjects the applicant to a civil penalty of not more than five hundred dollars [$5001). Name Address City State/Zip Telephone# State License# .... , 4-4:'kL\:'\ License Class----'\:)=---------City Business License # ----~--- Designer Name Address City State/Zip Telephone State License#---~-~----~ ;, Y(~.1R~~R$[~9J\1p,ii{~ATl9,~~~ ~=--::;,~',__w/_ ::,::::.,, __ ~~, ~--;H ~~-~{1(,~~~-: -]} : ,:-~-:~ 1:{~~0~;~~~=~;~~D';J~~::::<z:z~-::::::1i:;} -~:i~~;-=:::yz~;3::~~,'f ,/{ :r~ Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 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. D 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 compensation insurance carrier and policy number are: Insurance Company_____________________ Policy No.____________ Expiration Date _______ _ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LES~) D 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: Failure to secure workers' compensation coverage is unlawfl!I. a'nd shall subject an employer to criminal penalties ancj civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorn!!y's fees. SIGNATURE·-------------------~----~----DATE ________ _ f '&'.;\QWN~11:.'!Ji:11(12~1f i;ii .. P~f!Atici.t(:: .' ,:;: ',:· :~~E:,~ ;-: , .. ::'-~ .. ;:...::;_::~:-:;;3·~J::..~28:1:ffZt:.?:;;~:~· i.... I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 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 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). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business a.nd 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 reas~: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO 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 number / 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 number/ 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 number / type of work): _______________________________________________________ _ PROPERTY OWNER SIGNATURE _________________ __,,-,----DATE ________ _ *-"'''" '"'-t:Te-..... ' I '··s· e··c· :r11"o"U'F ··n"'ai, ";;:,,., "";t , 'NTi'L' ,',' ·.: 'N =o'•p' ',, ,, N'"": ,_N_,,, ~-1.~,';'o/t"";'':''-~~~"M~;~::-r-~;-;;---«:: ::..Jc-r:t'"' ---'-.;.·~~!~~w,y,i,1-,,,,-_i~-"--,,=..-·:~~~7-?-'~:"\.!';/~t \PQ!'tl.e.!;~,,. __ !.:.l;I .~-, '" .:,;i. ,~, Qu:.,,!Qfl:8€§10~ _u'.,11 .;,8_1;!! ... QI.~ _ J. l;!\MITS:.,<L~ X.L<c.,~, :.,,;.'w:..:~.;.,~;.d.."""'_;;:/.,-.J~.;;·"',::'~f~'..:.:~7«c::;::,_ __ c;,,;:;;, :;s·~l 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? D YES D NO Is the applicant or future building occupant required to obtain a permit· from the air pollution control district or air quality management district? D YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES O 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. t~~!';,9'.Htt~Y-~,9'1, t:..~.l'!~l~~J\.9J;Ni;:i:.~: ,: : ~;TI::..... .. ,::._,J":.:,:";).: • . ; :-::,.:~::,:~::.-;:,i~~::::;:;rz;;,::I::'7.:Z:'.:i.·L'.'.;~~C:Jr,~·,;;jf.~'::~ ',;;°"t,:J,:.5,'.;"2.~:;;;f;:,::;;J:::;:;;?'S::0,~~?] 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 ~_;==::,:;:;;:::::;;::=:;:::::;;:;::;:;;;;;::::;;;;;;;:;;;;:=;:;:;;::;;:=;:;;;;:;::;::::::;;:-::;;::::;:;:::::::=:::==:::::::=== f9~:.~;~.:~l™C~l*J!~~EftJJ~~~iflP'* '~--,:J.·,:-,,,~v:_~ -,.,-Fr:~;-,, --"'" ~ ~ n,, -_; ,,,;-. -~(:,:-_·----~~:.:, l~~·~,:~:::=,>:~~~t_:,}.~:.;.::~-::;~;'M7-;~7--:~:7:d I certify that I have read the application and state that the above information is corr1;1ct 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 Citt 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 AGAINSJ 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 become null and void if the building or work authorized by such permit is not commenced within 180 days from e te of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced fo~ \r,'od of 180 ys ction 106.4.4 Uniform Building Code). APPLICANT'S s1GNATURE --->"'"--+--"-~~-~"-""""'""i~=::::....:..___________ DATE l-'-1-,.. Lo-o WHITE: File YELLOW: Applicant PINK: Finance r. DATE: 1/18/00 JURISDICTION: Carlsbad EsGil Corporation 1n Partnersliip witli (jovernment for 'BuiMing Safety PLAN CHECK NO.: 98-4223 rev (PRC. co-o:o) SET: I PROJECT ADDRESS: 2180 Rutherford Road PROJECT NAME: Callaway Golf 0 PLAN REVIEWER 0 FILE [8J The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. · ·D 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. D The plans transmitt$d herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: [8J Esgil Corporation staff did not advise the applicant that the plan check has been completed. D 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 D REMARKS: By: David Yao Enclosures: Esgil Corporation D GA D MB D EJ D PC 1/6 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 r ,l, Carlsbad 98-4223 rev lr/18/00 . VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 98-4223 rev PREPARED BY: David Yao DATE: 1/18/00 BUILDING ADDRESS: 2180 Rutherford Road BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: I BUILDING PORTION II BUILDING AREA I VALUATION I VALUE (ft. 2) MULTIPLIER ($) revision 1 hr Air Conditioning Fire Sprinklers TOTAL VALUE D 199 UBC Building Permit Fee D Bldg. Permit Fee by ordinance:$ D 199 UBC Plan Check Fee D Plan Check Fee by ordinance: $ Type of Review: D Complete Review D Structural Only [2J Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 87.15 Comments: Sheet 1 of 1 macvalue.doc 5196 I t;~:~;;·::~;~'j'~::~o ;,fi:iiioso.it '""'·" ,p'. > ~'~J~t' ... ·· .~.,.M=< '. .. · ~;~·t~!;(., •,.; ·' .·:: .. •' . , ... ~-: \_j ,: . ' ' '' ,, l ' ·= • ., ... . . ·. ~. . ; ··.·.: . .' ... .. · i NOTE: 1. SElF·TAPPIN~ SCREW SHALL PE:NETRATE T~~OJJ~H TOP ANO BOTTQM PAN OF ACCESS . FLOOR-PANEL · · · 2 •. USE DARTS BRANO·SELF•DRILLINGJSELF~ . . : . T~PfNG SCREWS-PERtlCBO REPORTNO: ER-.·; ::s2q2, :()R APPROVED EQUAL · · F'ANE:LBA~c f~h' . •', Page 2of5 · ,, ,' :: . •' . . . •, ,.. &..:;.;,...,..:..a.,.,-... __ __;_ ______________ =:...:11 ___ ... _ _,,_ ____________ __.. •• ,. oi:Sl 00, l uet 9~';W9S8S8l:XE.:J 7I9S3 '• , . . ··: ·:··;· ••. ",· 1· .. . ~~.::-~:::-_-:;-:,7 ·.:··~~-~ :i-::·, -~·~::~~--j=; .:·r·~~;/~h:;;»t-:?~t~irt\iZ..t?tJ!j!1}',!?1 .. ·: ;".' ~t~··:··. ~;i,ji;~~~~'. i -:. ·:.~i':'6.i}. .: '.__; 1t4.15 9&1 31S7 DEQENXOµr . . . t ' . ' .~ ' . •, ' . .:._. ~.-•, .... "' ......... ____ ~ .. ... ' ,l ...... .... . .,. .. --~ ._i ,:: 4---.. ~ ..... : ST.£EL~ASE "QUO!IENTu PAJ:lTITION BRACING Dt=TAIL . . Title; SleelCase Pathways Quotient '· Stleet Number wall .Andlon:rse Details. . Crawn: lMS Job No. ~-00 $:K-· 1· . . D9n: TMS Rev.: Che¢ Date: 02111199 Job: CatlOW&Y, Golf ProJect £0"d 7I9S3 .. I • I . .. . " ·-I ' .. I I ' .. ~ ., : ' ... ./ , , ' ; ' ·' ' Dli~ii' ''"'"~""~~:~~ .%~"~~(':; i ···"'\., . . .r . hi•. 2 If 8 ' ' .'. '' : l ••• ' .. ,, ·' ! ·:·,r ,•'. '{ . ,:: .i· ',' . . ~: ··.· ,, ·, ' ' .. ,'' ... ' " ' • ... . :·: .'_.:· ... · ... ' •,,• :.,:.··. ' ,-~~:: \.'' 'J .: ~ ·:·. ., ,, 170'd LJ:Se. A--41-(6 -S:1.~. V~--'!a \'"S~~4,. s.~~~ -r ~ ... S'!l.'l<. Z. ~ . \Q's,"* .t.. 1,0 ,• ' .. .... .... ' ' ' ... .., ~ >/a,,-,. e;,ep, A.J~ w/ -z.~,.. E.M~. Vt.If~ ~--~-~ · -r~ -.;; s&-xr:,:q+ 1/.~)'1;, J. /¾,it.~ -../~'."" sc• 'Sc::=> \"'t,JS,. ii'i'E:..J. ~-o,(,,I!) =. 1.0 ok-·.--- I ll:Sl 00, l ~[ ~2,~1Q9S8S8l:Xe.:J : •, '• 7I9S3 .. , , "' ~ ' ) i~f~'.ft'.:~~~~~~\,:f~~~4°1lF'~~~l~~~ ... ·: :,;.-: . ' ' ' ,, ' .· .. I•', ,, ' .:•,. ,' ,, . ~· . ......... ' I .ei • Fad 'l f'M£t BA~C ··. r"AA<:K' . . , ~ ·· 'c€)~,FiLL oNMtt.or::: · -... --··----~------- . -'.; .. · ... · :BASE .TRACK ANCHORAGE .OETAll ·AT FLOOR SLAB .. •, . . : :-:, :,' . . :: ' ... ,, ' ",-· ',' 'i' ... :. ' ~~b EngiM«S ' '': ·": '225•81JStl'street SUile 1000 ' . -' . . . . . ~·.-:· .. $an Fran~, CA 941044207 '. '. · .PhQne 41~;39z5952 Fax 41s.9s1.31s1 . ' ... 1111&: StealQase ~afhways Quotient Sheet Nc.nnber , .. WaJt Atu;ho~ Details. . . . . . Or.awn: SMG . Job No;:98484.00-· .·. S. K~)4 . '·. · . Oesisr):-TMS Rev.: Che.clc: Date: 10/19/96 Job: St.eelCase-Callaway Golf PcoJect . Cclflsbad, CA ,;, ' • # ; • ; , h • , I ' I