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Home My WebLink About2180 RUTHERFORD RD; ; CB080500; PermitI I _:.·city of Carlsbad 08-26-2008 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit. Permit No: csoaosoo Building Inspection Request Line (760) 602-2725 Job Address: 2180 RUTH!=RFORD RD CBAD Permit Type: Tl Sub Type: COMM 0 VN Parcel No: 2120702500 Lot#: Status: Valuation: $1,443,225.00 Construction Type: Applied: Occupancy Group: Reference #: Entered By: Project Title: CALLAWAY GOLF:41,235 SF MANUF~ TO OFFICE Applicant: CALLAWAY GOLF CO C/0 DONALD H DYE 2285 RUTHERFORD RD CARLSBAD CA 92008 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD#2 Fee BTD#3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee $4,204.41 $0.00 $2,732.87 $0.00 $0.00 $303.08 $0.00 $0.00 $0.bO $0.00 $0.00 $0;00 $0.00 $0.00 $0.00 $0.00 $0.00 Plan Approved: ls.sued: Inspect Area: Plan Check#: Owner: CALLAWAY GOLF CO C/0 DONALD H DYE 2285 RUTHERFORD RD CARLSBAD CA .92008 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWA.Fee . CFD Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP F.ee TOTAL PERMIT FEES .. f ISSUED 03/18/2008 KG 08/26/2008 08/26/2008 $0.00 $0.00 $0.00 $0.00 $26,266.70 $0.00 $0.00 $0.00 $18,570.00 $0.00 $454.00 $20.00 $35.00 $0.00 $57,569.82 $0.00 $0.00 ?? $110,155.88 Total Fees: $110,155.88 Total Payments To Date: $110, 155.88 Balance Due: $0.00 B,¥ILDING PLANS nw IN is TORAGB JZC.llA" . -CHED -· Inspector~ FINAL APPROVAL. I Date: Clearance: _____ _ NOTICE: Please take NOTICE that approval of your project includes the "Imposition" bf 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 Cartsbad 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. · ,, City of Carlsbad 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 / 2721 Fax: 760-602-8558 Building Permit Application JOB ADDRESS 2180 Rutherford Road CT/PROJECT# LOT# PHASE# DESCRIPTION OF WORK: (i) . . SUITE#/SPACE#/UNIT# # OF UNITS # BEDROOMS # BATHROOMS 41,235 S.F. office tenant improvement including sfructur~I, mechanical, plumbing and electrical within an existing 2-story tilt-up and glass building. No site modificat.ions are a part of this permit. EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE AIR CONDITIONING FIRE SPRINKLERS B1, F1 and S1 B1, F1 and S1 YES # NO ./ YES NO ./ YES ./ NO CONTACT NAME Andrew Tarango APPLICANTNAME Same as contact ADDREss 12220 El Camino Real, Suite 200 ADDRESS CITY San Diego STATE CA ZIP 92130 CITY STATE ZIP PHONE (858) 793-4777 FAX (858) 793-4787 PHONE FAX EMAIL . andrewt@sca-sd.com PROPERTYOWNERNAME CALLAWAY-GOLF COMPANY ADDRESS 2180 Rutherford Road ciTY Carlsbad STATE CA ZIP 92 PHONE (760) 931-1771 FAX (760) 9~0-5350 EMAIL mikema@callawaygolf.com, eds@callawaygolf:com ARCH/DESIGNER NAME &ADDRESS STATE UC.# Cheryl D. Smith-12220 El Camino Real, SD 92130 C11701 I have and will maintain a certificate of connnt to llff..fnsure for 'M>rkers' compensation as provided by Section 3700 of the Labor Code, for the perfonnance of the work for Which this pennit is issued. I have and will maintain worten' comptnutlon, as required by Section 3700 of the Labor Code;for the perfonnanoe of the v.ork for wtlich this permit is Issued. My workers' compensabon insurance carrier and policy number are: Insurance Co. PollcyNo, A I cw Z{p&'/ol3(!)~ Expiration Date .3/ I I() 'l I, as owner of the property or my ernployoes with wages as their sole compe lion, v.,7I do the v.ork and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Conlracto(s license Law does not apply to an owner of property who builds or improv thereon, and who does such work h,imself or throl!gh his own e·mployees, provided that such Improvements are not Intended or offered for sale. If, however, the buldmg or improvement is sold within one year of completion, lhe owner-builder will have the burden of proving lhat he d~ not build or Improve for the purpose of sale). I, as owner of the property, am exclusively contracting wrth h~nsed contractors to C011struct the project (Sec. 7044, Business and Profess10ns Code: The Conlracto(s Licensa Law does not apply lo an owner of property who builds or improves'thereon, and contracts for such projects with contracto~s) licensed pursuant to the Conlracto!s License Law), I am exempt under Section ,Business and Professions Code for lhis reason: 1. I personally plan to provide the major labor and malerials for construction of the proposed property improvemenL Yes No 2. I (have/ have not) signed an application for a building permit for the.proposed v.ork, 3. I have contracted with the following person (firm) to provide the proposed construction (Include name address/ phone I contractors· license number): 4. I plan lo provide portions of the work, but I have hired the following person to coordmate, supervise and provide lhe major work 6nclude name/ address/ phone/ contractors" license number): 5, I wm provide some of the work, but I haveC0111racted (hired) the following persons lo provide thev.ork Indicated (include name/ address/ phone/type of work): _KS PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required to submit a business ptan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Adi Yes No Is the applicant or future building occupanl required to obtain a permit from the air pollution conlrot district or air Quality managemenl district? Yes No Is the factlrty to be constructed within 1.000 feelolthe ooter boundary of a school site? Yes 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 POLLUTIO~ CONTROL DISTRICT. . I cert!fythatl have read the applk:ation and state thattheaboYe lnfomlatlon isCOITecland that the Information on the plans Is accurate. I agree to complywlth all City ordinances and State laws relating to bulldlngconstrucllon. I hereby authorize represenlatrie ol the City of Garlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CllY OF CARLSBAD AGAINST Al.L-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 pennlt is required I« excavations over5'0' deep molitJon or construction ci structures over 3 stories in heighl EXPIRATION: Every (l<!<rt1it issued by the Bu ' · · ci this Code shaU expire by limitalion and become null and void n the builcfmg ormrk authonzed by such pennlt is not cornmenceo v.ilhin 180 days from the dale of such permit or· by such pennlt is suspended or abandoned at any time after the mrk is commenced for a period of 180 days (Section 106 4,4 Unnonn·Building Code) ' _KS APPLICANT'S SIGNATURE DATE I/ I Cltv or Carlsbad · Flnal Bulldlna lnsaactlon Dept: Building Engineering Planning CMWD St Lite ~ Plan Check #: Permit#: Project Name: Address: CB080500 CALLAWAY GOLF:41,235 SF MANUFA TO OFFICE 2180 RUTHERFORD RD Contact Person: DAVID ERB Phone: 8589670880 Water Dist: CA Sewer Dist: CA Date: 02/20/2009 Permit Type: Tl Sub Type: INDUST Lot: 0 I I I I 11II11111 I I 11 I 11 I I I I I I I 1111 I I I I I I I I 111 I 11~1111 I I I 111 I I I 11III111111111 I I I 11 I I I I I I I I I I I I I I I I I I I I I I I 11 I I I I I l I I I I I I I If I I I I I I I 11 I I I I I I I I I 1111 I 1111 I I 11 I I I I I Inspected t'frr' Date (i t Approved: ,;,--By: Inspected: 1, J 11)°{ Disapproved: __ I ' Inspected · Date By: Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ 1111111111111111••••••••••••••••••••••••••••111111111111111111111111111111111111111111111,11111111111111111111111,11111111111111111111111111111111111n11111 Comments: _____________ _,,.. _____ _. ____ -",-_______ _ ., Inspection List Permit#: CB080500 Type: Tl · INDUST CALLAWAY GOLF:41,235 SF MANUFA TO OFFICE Date lf!spection Item .. _ _ lnspe_c_~~r Act Co.mm~,nts --·~ -. 11/02/2009 89 Final Combo TP AP 11/02/2009 89 Final Combo RI 07/29/2009 92 Compliance Investigation TP PA ON GOING WORK 02/23/2009 89 Final Combo TP co 12/11/2008 89 Final Combo TP PA FOR OCCUPANCY ONLY -FINAL PENDING COMPLETION 12/09/2008 34 Rough Electric TP PA EMGR LIGHTS 11110/2008 14 Frame/Steel/Bolting/Weldin TP AP T-CLNG AREA C & D 11/10/2008 34 Rough Electric TP AP 11'/10/2008 44 Ro1,1gh/Ducts/bampers TP AP 1-1/04/2008 14 Frame/Steel/Bolting/Weldin TP AP T-CLNG GRID AREAS B & C 11/04/2008 34 Rough Electric TP AP CLNG LITES AREAS B & C 11/04/2008 44 Rough/Ducts/Dampers TP AP DUCTS AREAS B & C 10/22/2008 14 Frame/Steel/Bolting/Weldin TP AP T-CLNG AREA A 10/22/2008 24 Rough/Topout TP AP 10/22/2008 34 Rough Electric TP AP CLNG LITES AREA A 10/22/2008 44 Rough/Ducts/Dampers TP AP DUCTS, VAVSAREAA 10/09/2008 17 Interior Lath/Drywall TP AP area D restrms ,lobby 10/02/2008 14 Frame/Steel/Bolting/Weldin TP AP AREA D RESTROOMS , LOBBY 10/02/2008 34 Rough Electric TP AP II II ff 10/02/2008 44 RoughiDucts/Dampers TP AP AREA D RESTROOMS EXHAUST & SUPPLY DUCT 09/24/2008 17 Interior Lath/Drywall TP PA 1-ST FLR, AREA A 09/18/2008 17 Interior Lath/Drywall TP AP PHS B 09/11/2008 21 Underground/Under Floor TP WC 09/11/2008 22 Sewer/Water Service TP WC 09/11/2008 24 Rough/Topout TP AP AREAD 09/11/2008 24 Rough/Topout TP AP 09/11/2008 44 Rough/Ducts/Dampers TP WC 09/05/2008 14 Frame/Steel/Bolting/Weldin TP co .AREAC 09/0512008 17 Interior Lath/Drywall TP AP AREAA 09/05/2008 24 Rough/Topout TP co AREAC 09/05/2008 34 Rough Electric TP co 09/05/2008 44 Rough/Ducts/Dampers TP WC oe12812008 14 Frame/Steel/Bolting/Weldin TP PA AREA A & B WALLS 08/28/2008 24 Rough/Topout TP .AP 2ND FLR RESTROOMS 08/28/2008 34 Rough Electric TP PA II II 08/28/2008 44 Rough/Ducts/Dampers TP PA FUT REST. GREASE DUCTS & EXHAUST W/IN MECH SHAFT Tuesday, November 03, 2009 Page 1 of 1 City of Carlsbad Bldg Inspection Request For: 11/02/2009 Permit# CB080500 Title: CALLAWAY GOLF:41,235 SF MANUFA Description: TO OFFICE Type: Tl Sub Type: IN DUST Job Address: 2180 RUTHERFORD RD Suite: Lot O Location: OWNER CALLAWAY GOLF CO Owner: CALLAWAY GOLF CO Remarks: Total Time: CD Description Act Comments Inspector Assignment: TP Phone: ~880 Inspector:---- Requested By: DAVID Entered By: JANEAN 19 Final Structural dl_------~-- 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Comments/Notices/Holds Associated PCRs/CVs Original PC# PCR00003 ISSUED PCR01025 ISSUED PCR07105 ISSUED PCR08067 ISSUED PCR08112 ISSUED PCR09035 PENDING NEW SEISIMIC CALCULATIONS; CALLA WAY-REY FLOOR/CEILING; ANCHORS -SEISMIC CALLAWAY GOLF; MECHANICAL REVISIONS CALLAWAY-DEFERRED SUBMITTAL; PARKING STRUCTURE STAIRS CALLAWAY-DEFERRED STAIRS; SUBMITTAL CALLAWAY GOLF HEADQUARTERS; DELTA I REVISIONS, ARCH., MECH., STRUCT PCR09069 ISSUED CALLAWAY-ADD COMPOl:.JNDING LAB; ELIM INA TE DATA CENTER & MULTIPLE Ct Inspection History Date Description Act lnsp Comments 07/29/2009 92 Compliance Investigation PA TP ON GOING WORK 02/23/2009 89 Final Combo co TP 12/11/2008 89 Final Combo PA TP FOR OCCUPANCY ONLY -FINAL PENDING COMPLETION 12/09/2008 34 Rough Electric PA TP EMGR LIGHTS 11/10/2008 14 Frame/Steel/Bolting/Welding AP TP T-CLNG AREA C & D 11/10/2008 34 Rough Electric AP TP POOR . . . · QUALITY·· .· · . . l"~ p· ;; ! . ·· ORIGINAL S • • f • - IIIIIIIJIII' THI!:: (:ITY OF SAN DIEGO DEVELOPMENT SERVICES DEPARTMENT DIVl~IPN ql;-Bl1fLDlt:/C, &·S,("FFfY. INSPECTION SERVICES Tel,(858) 492°507_9 f~x (?58) 49:?'5098 · SPECIAL INSPECTOR ID CARD . GARY. PtTONYAK . · Name:. -. · -.. 25'5: - II Gary R. Pitonyak t~~~ Structural Steel & Welding Special Inspector · The lndlvldual named hereon IS CERTIFIED In the category shown, having been so certified pursuant to successfUI completion of the prescrlbedwrltten requirements. Expiration date: March 17, 201 No. 0856156,·85 ICC certification attests to co_mpetent knowledge of codes and standards. ----· ··----___ J. ·88•9Sl.9S80 'ON 'l'I. LIOJBW :a:iep UOl:JBJ!dX3 ·siuawaJtnbaJ'UB:J:JIJM paqµ:isaJd Bll:J :JO uotia1dwo:i ll'ijssa:i:ins o:i :iuenSJnd pa1J1:JJa:> QS uaaq 6u111eL1 -'uMOLIS A.lo6a:ie:i Bll:J u1 Q31:lll~3::l s1 uqaJall paweu 1enp1111pu1 aL11 ..<:,1!8a1-Joi:>adsu1 ppads aiaJ:,uo::, pa:>J0Ju1a11 ;11JN110J3000 >fe..<uoi!d 'H ..<Je!) II I I I f. l Es-Gil Corporation In <Partnersliip witli government for.mui{aing Safety DATE: 8/22/08 . NT . JURISDICTION: City of Carlsbad PLAN CHECK NO.: 080500 SET:IV A VIEWER CJ FILE PROJECT ADDRESS: 2180 Rutherford Road PROJECT NAME: Callaway Golf HQ Building-R& D Office T. I. D D D D D • ~~"""',,.?;c..~ "I.I. The plans transmitted herewith have been corrected where necessary and substantially comply · with the jurisdiction's building codes. · The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewitH have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at'Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list _ha$ been sent to: i:g] 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: Sy: David Yao Enclosures: Esgil Corporation D GA D MB D EJ D PC log 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ·Y EsGil Corporation In <Partnersliip witli government for <.Bui(aing Safety DATE: 8/4/08 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 080500 SET: III PROJECT ADDRESS: 2180 Rutherford Road PROJECT NAME: Callaway Golf HQ Building-R & D Office T. I. 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 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. ~ The applicant's copy of the check list has been sent to: Andrew.Tarango 12220 El Camino Real #200 San Diego, CA 92130 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. ~ Esgil Corporation staff did advise the applicant that the plan check has been completed. D Person contacted:?_~9~~ Tarango Date contacted'?'/ 5'/0(! (b~ Mail Telephone/ Faxy' In Person REMARKS: Cc~! By: David Yao ~ . · Esgil Corporation ~ GA D MB D EJ D PC Enclosures: 4/24 Telephone #: 858-793-4 777 Fax #: 858-793-4787 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 080500 18/4/08 RECHECK CORRECTION LIST JURISDICTION: City of Carlsbad PROJECT ADDRESS: 2180 Rutherford Road PLAN CHECK NO.: 080500 SET: III DATE PLAN RECEIVED BY ESGIL CORPORATION: 4/24 REVIEWED BY: David Yao FOREWORD (PLEASE READ): DATE RECHECK COMPLETED: 8/4/08 This plan review is limited to the technical, requirements contained in the Building Code, Plumbing Code, Mechanical Code, Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based o_n regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. 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. The approval of the plans does not permit the violation of any state, county or city law. A. 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. B. 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. C. 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 on the plans. Have changes been made not resulting from this list? OYes ONo· City of Carlsbad 080500 8/4/08 1. Please make all corrections, as requested in the correction list. Submit three new complete 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, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. 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 calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 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. 8. Please provide an exit analysis plan (may be 8 1/2" x 11" or any convenient size). Show in this analysis the occupant load of each area, the general exit flow patterns (by using arrows), accumulated occupant loads and required exit widths. Section A 106.1.2. (Does the existing exit system been interrupted by the new office area? Please clarify on ttie plan. Where are the two exits from open office 233? Where the exits lead to? Stair D new? Detail? Elevator B new?) The accessible path of travel from the handicapped parking to office 202, 203 appears to go through office 233 and office 221. The elevator B become required accessible path of travel. Elevator B must be accessible elevator or provide pedestrian ramp. · 16. Handrails (Sections 1012 and 1009.10): Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension. If the handrail is not circular, it shall have a perimeter dimension of at least 4" and not greater than 6.25" with a maximum cross- section dimension of 2.25 inches.(The handgrip portion dimension is not clearly identified on sheet A9) PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER: Glen Adamek GENERAL AND ARCHITECTURAL PME ITEMS 1. THE FINAL SET OF CORRECTED DRAWINGS TO BE REVIEWED FOR SIGNING AND SEALING JUST BEFORE THE PERMIT$ ARE TO BE ISSUED. Each sheet of the plans must be signed by the person responsibl~ for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. City of Carlsbad 080500 '8/4/08 6. SHEETS A0.1 AND A0.2 DO NOT CALLOUT THE u·sES FOR EACH ROOM, SPACE OR AREA? Please provide complete floor plans of the complete building existin_g and proposed Tl. 7. SHEETS A0.1 AND A0.2 DO NOT CALLOUT THE DIFFERENT TYPES OF WALLS AS LISTED BELOW IN BOLD-CAPS? For mechanical plan review, please include the architectural design detailing the following, as per IBC 716.5: · A) FIRE WALLS B) FIRE BARRIERS C) E) G) SHAFT ENCLOSURES CORRIDORS HORIZONTAL ASSEMBLIES D) F) H) FIRE PARTITIONS SMOKE BARRIERS EXIT PASSAGEWAYS If this tenant improvement contains any of the above assemblies, be sure to provide construction details. For example: Rated corridor construction style -Tunnel VS Full height corridor walls. 8. PLANS TO BE REVIEWED WHEN ITEM #7 ABOVE IS ADDRESSED. Include, on the mechanical plans, the locations of all required smoke, fire, combination smoke and fire, or ceiling radiation dampers. Be sure to include a symbol on the symbol schedule for each .damper type. IBC 716 9. PLEASE CORRECT SHEETS A3, M2.4, AND M2.5 TO CLEARLY SHOW THE REQUIRED 42 INCH TALL GUARDS. THE FLOOR PLAN NOTE #16 ON SHEET A2 DOES NOT SHOW COMPLIANCE. Sheet M2.4 shows the existing roof access hatch within 10 foot of the edge of the roof and sheet M2.5 seems to show mechanical equipment within 10 feet of the edge of the roof and the drawings and responses do not address the req·uired guards? Please correct the drawings to show the required "Guards" (guard rails) as per IBC, Section 1013.5: "Where appliances, equipment, fans_ roof hatch openings or other components that require service are located within 10 feet of a roof edge or open side of a walking surface ... " , MECHANICAL (2006 UNIFORM MECHANICAL CODE) 15. TO BE REVIEWED WHEN THE DATA IN ITEMS #7_& 8 ABOVE ARE PROVIDED. Review with the architect the locations that require (fire/ceiling radiation/or fire/smoke) damper and/or shaft protection and identify .installations on the mechanical plans themselves. See "Architectural PME" items above directly below the PME list heading. 16. SHEET M2.5 SHOWS ROOF ACCESS HATCH BETWEEN BUILDING LINES."3" & "4" AND BETWEEN BUILDING LINES "G' AND "H", BUT SHEET A2 DOES NOT SHOW THE "ROOF ACCESS LADDER"? Buildings of more than 15' in height shall have an inside means of access that meets the design requirements of UMC 904.10.3.3. Note: If you have any questiqns regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. END OF DOCUMENT EsGH Corporation •. In IPartnersliip wit Ii (jovernment for (Bui[aing Safety DATE: 5/2/08 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 080500 SE'T: II PROJECT ADDRESS: 2180 Rutherford Road PROJECT NAME: Callaway Golf HQ Building-R & D Office T. I. 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 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. ~ The applicant's copy of the check list has been sent to: Andrew Tarango 12220 El Camino Real #200 San Diego, CA 92130 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. ~ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contactedj Apdrew Tarango Telephone#: 858-793-4777 Date contacte~(t"[.P f (by//t?J) Fax #: 858-793-4787 Mail /Telephone Fav In Person D REMARKS: By: David Yao Enclosures: Esgil Corporation ~ GA D MB D EJ D PC 4/24 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 080500 ,5/2/08 RECHECK CORRECTION LIST JURISDICTION: City of Carlsbad PROJECT ADDRESS: 2180 Rutherford Road PLAN CHECK NO.: 080500 SET: II DATE PLAN RECEIVED BY ESGIL CORPORATION: 4/24 REVIEWED BY: David Yao FORt:WORD (PLEASE READ): DATE RECHECK COMPLETED: 5/2/08 This plan review is limited to the technical requirements contained in the Building Code, Plumbing Code, Mechanical Code, 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 tbe Planning Department, Engineering Department or other departments. 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. The approval of the plans does not permit the violation of any state, county or city law. A. 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. 8. 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. C. 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 on the plans. Have changes been made not resulting from this list? aves CJNo City of Carlsbad 080500 ,5/2/08 Please make all corrections, as requested in the correction list. Submit three new complete 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, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. 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 calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 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. 7. Incidental use areas may need to be separated from the main occupancy. See Table 508.2 below. Please address the following specific concerns: Even if sprinklers are used to eliminate the need for 1-hour wall construction, Section . 508.2.2.1 still requires the partitions to extend to the underside of the floor/roof above an d f . d . th rt"f t b If I . or anv oors m e oa IIons o e se -cosma. ROOMORAREA SEPARATION AND/OR PROTECTION Storage rooms over 100 square 1 hour or provide automatic fire-extinguishing feet system a} Door 114 and 240 shall have self-closing. Please clearly noted on the plan. b} The partition around room 240 shall to extend to the under side of the roof above. ·· 8. Please provide an exit analysis plan (may·be 8 1./2" x 11" or any convenient size). Show in this analysis the occupant ·load of each area, the general exit flow patterns (by using arrows), accumulated occupant loads and required exit widths. Section A 106.1.2. (Does the existing exit system been interrupted by the new office area? Please clarify on the plan. Where are the two exits from open office 233? Where the exits lead to? Stair D new? Detail? Elevator B new?} The exit analysis on sheet AX1 and AX2 appears to not address the above concern. Please clarify. 16. Handrails (Sections 1012 and 1009.10): Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. (Section 4/A9 shows the handrail is 2'-8" above nosing of treads?) The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension. If the handrail is not circular, it shall have a perimeter dimension of at I.east 4" and not greater than 6.25" with a maximum cross- City of Carlsbad 080500 5/2/'08 section dimension of 2.25 inches.(The handgrip portion dimension is not clearly identified on sheet A9) SINGLE ACCOMMODATION FACILITIES 9. Show that the water closet is located in a space, per Section 1115B.3.2.3, which provides: A minimum side clearance of either: >28" from a fixture.{19/A7?) 10. A clear space in front of the water closet measuring 60" wide by 48" in front. Section 1115B.4.1.2. Doors in the room shall not swing into the clear floor space required for any fixture. Maintain the required clearances at the lavatory/water closet without the entry door swinging into those areas. (30"x48" for the lav. ?)Section 1115B.3.2.2 . . 19/A7 did not comply with the above requirement. PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER: Glen Adamek GENERAL AND ARCHITECTURAL PME ITEMS 1. The Architectural Plans are not signed. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. 2. Correct sheet TS1. Correct the statement on the Title Sheet of the plans to show compliance with the current Codes, as of the first day of 2008. The following are the correct current Codes: A) B) The 2007 edition of the California Building Code (CBC) adopts only the 2006 International Building Code (IBC) and the 2007 California Amendments. The 2007 CBC does not adopt the 2005 National Electrical Code (NEC), nor the 2006 Uniform Mechanical Code (UMC), nor the 2006 Uniform Plumbing Code (UPC). Please correct. The 2007 edition of the California Electrical Code (CEC) adopts the 2005 National Electrical Code (NEC) and the 2007 California Amendments. City of Carlsbad 080500 5/2/08 C) D) The 2007 edition of the California Mechanical Code {CMC) adopts the 2006 Uniform Mechanical Code (UMC) and the 2007 California Amendments. The 2007 edition of the California Plumbing Code (CPC) adopts the 2006 Uniform Plumbing Code (UPC) and the 2007 California Amendments. E) The 2007 edition of the California Fire Code (CFC) adopts the 2006 International Fire Code (IFC} and the 2007 California Amendments. Plans do not address? F) The 2005 edition of the California Energy Efficiency Standards. Plans do not address? 3. Please correct General Notes #7 & 24 on sheet M0.1 and General Notes #6 on sheet E1 .1. Please review all the plan notes and correct for the correct current Codes and current Code Sections. The drawings provided show the incorrect Codes were used in the proposed designs. Please correct. A complete plan review will be done when the project is redesigned using the correct Codes. 4. The response provided states: "Defer to hazardous materials report." But no "hazardous materials report" provided in the plan package? Provide data on the . proposed hazardous materials to be stored and used. IBC 414. Present the description of the hazardous materials in a format that coincides with the material classifications found in IBC Tables 307.1 (1) and 307.1 (2). (Please correct the note in the Scope of Work section on sheet TS1 of the plans to the correct Code.) A) Clearly show 'the types of hazardous materials being stored or used. Provide a list of the proposed hazardous materials; include the material safety data sheets (MSDS), if applicable. B) Clearly show the amounts for each type of hazardous material to be stored and in use. C) Clearly show the locations in the building where each type of hazardous material is being stored or used. D) Note: If hazardous materials are present in any amount, forward this information to the mechanical designer for design compliance with UMC Chapter 5. 5. The response provided states: "Defer to architect." But, no architectural response provided? Does this building contain golf ball manufacturing? If there is an existing hazc;1rdous material report for the uses in this building, then please provide an up-dated report or up-date letter from the Report author addressing the proposed changes in use and changes in the current Code for the existing and new uses. Also, the Fire Department must review the up-dates. 6. The response provided states: "Defer to architect." But, no architectural response provided? Please provide complete floor plans of the complete building existing and proposed Tl. 7. The response provided states: "Defer to architect." But, no architectural response provided? For mechanical plan review, please include the architectural design detailing the following, as per IBC 716.5: A) Fire Walls B) Fire Barriers City of Carlsbad 080500 5/2/08 C) Shaft Enclosures D) Fire Partitions E) Corridors F) Smoke Sarriers G) Horizontal Assemblies H) Exit Passageways I) Vertical Exit Enclosures (Stair & Ramp Enclosures) If this tenant improvement contains any of the above assemblies, be sure to provide construction details. For example: Rated corridor construction style -Tunnel VS Full height corridor walls. 8. Plans to be reviewed when item #7 above is addressed. Include, on the mechanical plans, the locations of all required smoke, fire, combination smoke and fire, or ceiling radiation dampers. Be sure to include a symbol on the symbol schedule for each damper type. IBC 716 9. Sheet M2.4 shows the existing roof access hatch within 10 foot of the edge of the roof and sheet M2.5 seems to show mechanical equipment within 10 feet of the edge of the roof and the drawings and responses do not address the required guards? Please correct the drawings to show the required "Guards" (guard rails) as per IBC, Section 1013.5: "Where appliances, equipment, fans roof hatch openings or other components that require service are located within 10 feet of a roof edge or open side of a walking surface ... " PLUMBING (2006 UNIFORM PLUMBING CODE) 11. The response provided states: "Defer to architectural plans and details." But, no architectural response provided? Floors shall slope to the floor drain(s) location(s). Please detail on the architectural floor plans. UPC 411.4. The total bathroom floors and restroom floors must drain to the floor drains, please detail. MECHANICAL (2006 UNIFORM MECHANICAL CODE) 15. To be reviewed when the data in items #7 & 8 above are provided. Review with the architect the locations that require (fire/ceiling radiation/or fire/smoke) damper and/or shaft protection and identify installations on the mechanical plans themselves. See "Architectural PME" items above directly below the PME list heading. 16. Sheets M2.4 and M2.5 do not show the roof access "LADDERS"? Buildings of more than 15' in height shall have an inside means of access that meets the design requirements of UMC 904.10.3.3: Please provide. City approval for use of an outside ladder is required. 17. Sheet M2.1 shows two transfer air ducts from the one-hour fire rated Lobby (part of a fire rated corridor) to adjoining rooms without required smoke and fire dampers. City of Carlsbad 080500 5/2'/08 Please correct. The fire rated corridors are not to be used to convey air to or from rooms. UMC 602.1 Please correct the transfer ducts. 18. Sheets M2.0, M2.4 and sheet M2.3 do not clearly show the limits of the proposed ceiling space to be used as a plenum. Please correct. On the mechanical plans clearly show the limits of ceiling space used as duct or plenum. Then address the following on the plans: C) Environmental and/or product-conveying duct systems shall not extend into or through ducts or plenums. UMC Sections 504.1 (Environment) & 505.1 (Product conveying). Please correct. The exhaust ducting will be reviewed on the mechanical plans when the limits of the ceiling space used as a plenum is clearly shown. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. END OF DOCUMENT ,1 1EsGil Corporation In (l>artnersli.ip witli. (]overnment for <J3uittfing Safety DATE: 3/28/08 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 080500 SET:I PROJECT ADDRESS: 2180 Rutherford Road PROJECT NAME: Callaway Golf HQ Building-R & D Office T. I. ~T 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 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. ~ The applicant's copy of the check list has been sent to: Andrew Tarango 12220 El Camino Real #200 San Diego, CA 92130 D Esgil Corporation staff did not advise the applic,:mt that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check ha~bein c~Jl,j. 0 t/ Person contactedt Andrew Tarango Telephone#: 85~-791-4777 Date c';Ptacted3/~/ /fJi (by/,/,!>; Fax #: 858-793-4787 · Mail V Telephone Fax Vin Person · D REMARKS: .By: David Yao Enclosures: Esgil Corporation [gl GA [gl MB O EJ O PC 3/20 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ' City of Carlsbad 080500 3/28/08 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 080500 OCCUPANCY: B TYPE OF CONSTRUCTION'. V-B ALLOWABLE FLOOR AREA: unlimited SPRINKLERS?: Y REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 3/28/08 FOREWORD (PLEASE READ): JURISDICTION: City of Carlsbad USE: office ACTUAL AREA: T. I. 41235 sf STORIES: 2 HEIGHT: OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 3/20 PLAN REVIEWER: David Yao This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code ·and state · laws regulating energy conservation, noise attenuc;1tion 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. Code sections cited are based on the 2007 CBC, which adopts the 2006 IBC. 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. 105.4 of the 2006 International 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 be.en addressed, i.e., plan sheet number, specification section, etc. ·Be sure to enclose the marked up list when you submit the revised plans. City of Carlsbad 080500 3/28/08 Please make all corrections, as requested in the correction list. Submit three new complete 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, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. 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 calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 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. 1. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: + Type of Construction V-B 2. Identify existing walls to be removed, existing walls to remain and proposed new walls. Identify bearing walls, non-bearing walls, and shear ~alls. Please clearly . shpw~ yVhich area is new and which area exists? It appears to the stairway next to new-open.office is new? If it is new, provide complete construction detail of the stairway and revised structural plan around the opening with calculation to justify it. Does any of the roof new? New roof framing plan? calculation? What is the dash line shown around door 101? · 3. The sheet index shows AX1, AX2, D1, D2, A6, A7, A8, AD1 and AD2. These sheets were not provided. 4. Provide-a statement on the Title Sheet of the plans, stating that this project shall comply with the 2007 California Building Code, which adopts the 2006 IBC, 2006 UMC, 2006 UPC and the 2005 NEC. 5. Please revise the section numbers and notes on the plans to match the 2006 IBC, as adopted by California. 6. 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 IBC Tables 307.7(1) and 307.7(2). ' City of Carlsbad 080500 3/28/08 • FIRE BARRIERS 7. Incidental use areas may need to be separated from the main occupancy. See Table 508.2 below. Please address the following specific concerns: a) Even if sprinklers are used to eliminate the need for 1-hour wall construction, Section 508.2.2.1 still requires the partitions to extend to the underside of the floor/roof above and for any doors in the partitions to be If ·1 . se -cosma. ROOM OR AREA SEPARATION AND/OR PROTECTION Storage rooms over 100 square 1 hour or provide automatic fire-extinguishing feet system • EXITS 8. Please provide an exit analysis plan (may be 8 1/2" x 11" or any convenient size). Show in this analysis the occupant load of each area, the general exit flow patterns (by using arrows), accumulated occupant loads and required exit widths. Section A 106.1.2. (Does the existing exit system been interrupted by the new office area? Please clarify on the plan. Where are the two exits from open office 233? Where the exits lead to? Stair D new? Detail? Elevator B new?) • STAIRWAYS 9. Stairway width.must be at.least 44 inches when serving 50 or more occupants; 36 inches when less ·than 50. Section 1009.1.(Any new stairways? Detail?) 1d. Stairway handrails should,not project more than 4½ inches into the required width. Section 1012.7. 11. Stairway riser must be 4 inches minimum and 7 inches maximum and minimum run shall be 11 inches. Section 1009.3. 12. Stair risers shall be solid. Section 1009.3.3. 13. A minimum headroom clearance of 6'-8" for stairways should be indicated on the plans. Section 1009.2. 14. Enclosed usable space under interior or exterior stairways should be protected oli the enclosed side as required for one-hour fire-resistive construction. Section 1009.5.3. 15. Landings are required at the top and bottom of each stairway. The width of landings shall not be less than the width of the stairways they serve. Every landing shall have a minimum dimension measured in the direction of travel equal to the width of the stairway (such dimension need not exceed 48" where the stairway has a straight run). Section 1009.4. ' 'City of Carlsbad 080500 3/28/08 16. Handrails (Sections 1012 and 1009.10): a) Handrails are required on each side of stairways. b) Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. Additionally, the open sides of stairs shall be provided with 42" high guards, per Section 1013. c) The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional" dimension. If the handrail is not circular, it shall have a perimeter dimension of at least 4" and not greater than 6.25" with a maximum cross-section dimension of 2.25 inches. d) Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail. e) Handrails shall be continuous, without interruption by newel posts or other obstructions. f) Handrails shall extend 12" beyond the top riser and continue to slope for the depth of one tread beyond the bottom riser. g) Ends of handrails shall be returned to a wall, guard or the walking surface. • EXIT SI.GNS 17. Exit signs ate required whenever two exits are required. Show all required exit sign locations. Section 1011.1. 18. A tactile sign stating "EXIT" and complying with ICCA1·17.1 shall be provided adjacent to each door to an egress stairway, an exit passageway and the exit discharge. Section 1011.3. 19. Show two sources of power for the lamps at exit signs. Section 1011.5.3. 20. Show that the means of egress path will be lighted with at least one foot candle at floor level. Section 1006. 21. Show separate sources of power may be required for exit illumination. Review Section 1006.3. • GLASS AND GLAZING 22. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.2 (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 the walking surface. ·city of Carlsbad 080500 3/28/08 • MISCELLANEOUS LIFE/SAFETY 23. Guards (Section 1013): a) Shall be installed at all unenclosed floor openings which are located more than 30" above the floor or grade below. b) Shall be installed at open and glazed sides of stairways, landings and ramps located more than 30" above the floor or grade below. c) Shall be installed at balconies or porches more than 30" above grade or floor below. d) Shall have a height of 42". This includes the open side of a stair. e) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Section 1607. 7. f) Openings between railings shall be less than 4". The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6". Note: In California, the IBC provision for an 8" sphere (above 34") was removed from the code for all occupancies. • ACCESSiBILITY 24. Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. • ADOITIONAL 25. Please refer to the following corrections for mechanical, plumbing, electrical and energy items. 26. 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. 27. Please indicate here if any changes have been made to the plans that are not a result o( 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: D Yes D No 28. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the pl·an review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. · ;City of Carlsbad 080500 3/28/08 PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER: Glen Adamek GENERAL AND ARCHITECTURAL PME ITEMS 1. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. 2. Correct the statement on the Title Sheet of the plans to show compliance with the current Codes, as of the first day of 2008. The following are the correct current Codes: a) b) c) d) e) f) The 2007 edition of the California Building Code (CBC) adopts the 2006 International Building Code (IBC). and the 2007 California Amendments. The 2007 edition of the California Electrical Code (CEC) adopts the 2005 National Electrical Code (NEC) and the 2007 California Amendments. The 2007 edition of the California Mechanical Code (CMG) adopts the 2006 Uniform Mechanical Code (UMC) and the 2007 California Amendments. The 2007 edition of the Californi.a Pl.l,!rpbing Code (CPC) adopts the 2006 Uniform Plumbing Code (UPC) ahd the .2007 California Amendments. The 2007 edition of the California F-ire Code (CFC) adopts the 2006 International Fire Code (IFC) and the 2007 California Amendments. The 2005 edition of the California Energy Efficiency Standards. 3. Please review all the plan notes and correct for the correct current Codes and current Code Sections. The drawings provided show the incorrect Codes were used in the proposed designs. Please correct. A complete plan review will be done when the project is redesigned using the correct Codes. 4. Provide aata on the proposed hazardous materials to be stored and used. IBC 414. Present the description of the. hazardous materials in a format that coincides with·the material classifications found in IBC Tables 307.1 (1) and 307.1 (2). (Please correct the note in the Scope of Work section on sheet TS1 of the plans to the correct Code.) a) Clearly show the types of hazardous materials being stored or used. Provide a list of the proposed hazardous materials; include the material safety data sheets (MSDS), if applicable. b) Clearly show the amounts for each type of hazardous material to be stored and in use. c) Clearly show the locations in the building where each type of hazardous material is being stored or used. · City of Carlsbad 080500 3/28/08 d) Note: If hazardous materials are present in any amount, forward this information to the mechanical designer for design compliance with UMC Chapter 5. 5. Does this building contain golf ball manufacturing? If there is an existing hazardous material report for the uses in this building, then please provide an up-dated report or up-date letter from the Report author addressing the proposed changes in use and changes in the current Code for the existing and new uses. Also, the Fire Department must review the up-dates. 6. Please provide complete floor plans of the complete building existing and proposed Tl. 7. For mechanical plan review, please include the architectural design detailing the following, as per IBC 716.5: a) Fire Walls b) Fire Barriers c) Shaft Enclosures d) Fire Partitions e) Corridors f) Smoke Barriers g) Horizontal Assemblies h) Exit Passageways i) Vertical Exit Enclosures (Stair & Ramp Enclosures) If this tenant improvement contains any of the above assemblies, be sure to provide construction details. For example: Rated corridor construction style - Tunnel VS Full height corridor walls ... 8. Include, on the mechanical plans, the locations of all required smoke, fire, combination smoke and fire, or ceiling radiation dampers. Be sure to include a symbol on the symbol schedule for each damper type. IBC 716 9. Please correct the drawings to show the required "Guards" (guard rails) as per IBC, Section 1013.5: "Where appliances, equipment, fans roof hatch openings or other components that require service are located within 10 feet of a roof edge or open side of a walking surface .... " · · PLUMBING (2006 UNIFORM PLUMBING CODE) 10. Provide gas line plans and calculations showing gas demands, pipe lengths, and pipe sizing. UPC 1217.0 11. Floors shall slope to the floor drain(s) location(s). Please detail on the architectural floor plans. UPC 411.4. The total bathroom floors and restroom floors must drain to the floor drains, please detail. ~ . .-.. · City of Carlsbad 080500 3/28/08 12. Hot water supplied to a public use lavatory or any bathtub is limited to a maximum temperature potential of 120 degrees. Detail how this temperature limitation is achieved. Note: The water heater thermostat may not be used for compliance with this Code section. UPC 413.1 & UPC 414. 13. Provide gas line plans and calculations showing gas demands, pipe lengths, and pipe sizing. UPC 1217.0 Please prqvide gas line riser or isometric drawings showing the proposed changes. 14. Detail the gas regulator requirements: An accessible shut-off valve installed upstream of the regulator itself and vent to the exterior. UPC 1211.10. MECHANICAL (2006 UNIFORM MECHANICAL CODE) 15. Review with the architect the locations that require (fire/ceiling radiation/or fire/smoke) damper and/or shaft protection and identify installations on the mechanical plans themselves. See "Architectural PME," items above directly below the PME list heading. 16. Buildings of more than 15' in height shall have an inside means of access that meets the design requirements of UMC 904.10.3.3. Please provide. City approval for use of an outside ladder is required. 17. The fire rated corridors are not to be used to convey air to or from rooms. UMC 602.1 Please correct the transfer ducts. 18. On the mechanical plans clearly show the limits of ceiling space used as duct or plenum. Then address the follmying on the plans; a) Specify that all combustible materials .exposed within the plenum space must comply with UMC Section 602.2. Flame-spread index of not more than 25 and a smoke-developed rating of not more than 50. b) A combustion products vent, vent connector, chimney, or chimney connector shall not extend into or through an air duct or plenum. UMC Section 804.0. c) Environmental and/or product-conveying duct systems shall not extend into or through ducts or plenums. UMC Sections 504.1 (Environment) & 505.1 (Product conveying). Please correct. d) Add the following three specifications to the mechanical and electrical plans: "Electrical wiring methods to be installed in the plenum areas shall comply with NEC 300,.22(c)1 '1, "Nonmetallic pneumatic tubing must be listed and labeled for use in plenum areas", and "Recessed speaker enclosures and light fixtures shall be listed and labeled for use in plenum locations'1• UMC 602.2. 19. Provide smoke detection in the supply air duct of an "air-moving system" for required shut-off of equipment for smoke control. UMC Section 609.0 An "air- moving system" is a system designed to provide heating, cooling, or ventilation in City of Carlsbad 080500 3/28/08 which one or more air-handling units are used to supply air to a common space or to draw air from a common plenum or space. UMC Section 203.0 Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the_ corrected items have been addressed on the plans. + ELECTRICAL & ENERGY PLAN REVIEW + 2005 NEC + PLAN REVIEWER: Morteza Beheshti 1. The feeders and the equipment ground wire are undersized for the 75 KVA transformer. 2. Please change all references the NEC code cycle date to 2005. 3. Please include the worst case available fault current from the serving utility company. Specify and justify the ampere interrupting capacity ratings of the service and sub-service equipment. NEC 110.9 4. Show or note on the plans the method used to limit fault currents on branch circuits. 5. Please indicate the classified areas in this facility on the electrical plans _.acco.i-ding to the hazardous materials· 'handling' re.port and specify the wiring methods and ratings in those areas. .. • ENERGY CONSERVATION 6. The mechanical energy forms imprinted on the plans are not clear. They must be reprinted for clarity. Note: If you have any questio"ns regarding this Electrical or Energy plan review list please contact Morteza Beheshti at (858) 560-1468-. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. City of Carlsbad 080500 3/28/08 DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE24 • 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 1134B.2. These requirements apply as follows: a) The area of specific alteration, repair or addition must comply as "new" construction. b) A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. c) Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features. d) Existing drinking fountains (if any) must be shown to comply with all accessibility features. e) Existing public telephones (if any) must be shown to comply with all accessibility features. · • STAIRWAYS AND HANDRAILS · Th~ following provisions apply to new stairways with one or more risers, per Section 1002.1. · · · · 2. Show that handrails are provided on each side of the stairs, per Section 1133B.4.1.1. Exception: Private stairways 30" or less in height may have handrails on one side only. 3. Provide sections, details or notes to show that handrails are to be located ;?:34" but s38" above nosing of treads, per Section 1133B.4.2.1. 4. Show that handrails extend a ;?:12" beyond top nosing, and ;?:12"-plus-tread-width beyond the bottom nosing, per Section 1133B.4.2.2. City of Carlsbad 080500 3/28/08 J 2•~tlJ$ Tf£,A.0 WlOl'HMIII. 1'1.S:St !JIJ\"!1/1-\1$ f.l.US1!'>.Ai!,. ,HE s,;:,e:c;i:JC P.;;;;:'.l';,hP.S:',1l,-'H$ Of Til£SG R!:\'.l'LJl.AH::::,,1SNt;, ,W.E: \'ff'SN:'.l!IDO~ltY J\S Nlf\,j F~ &J.\.::>,•t~!JfSl::~l/\.'mC-ONS'f.l'(-JCf~l . *r.orE. a>.tzK-01: s-0::1.·as li.t 7~.t,.::d Aq,r. 70 J~.tNE •ttt~~~1S\, $7fu~S?:;K ace_ 11J:l.:: .i., 5. Per Section 11338.4.2.6.1, provide details, sections or notes to show that handgrip portions of handrails are: a) z1 ¼" and :::;1 ½" in cross sectional dimension. · --b) The shape may provide an equivalent gripping. surface. c) The handgrip portion shall have a smooth surface, without any sharp corners. 6. Stair treads shall be no less than 11" deep, measured from riser to riser. Section 11338.4.5.3. This applies even if basic USC provisions may allow a narrower tread. 7. Show oc note that interior stair treads are marked at the upper approach and the lower tread of each stair, by a strip ~f clearly contrasting color, per Section 11338.4.4, as follows:· a) At least 2" wide (but not more than 4" wide). b) Placed parallel to and not more than 1" from the nose of the step or landing. c) The strip shall be as slip resistant as the other treads of the stair. 8. Note that all tread surfaces comply with Section 11338.4.5, as follows: a) Open risers are not permitted. b) Stair treads shall be no less than 11" deep, measured from riser to riser. c) Be slip resistant. ' City of Carlsbad 080500 3/28/08 d) e) f) Have smooth, rounded or chamfered exposed edges. Have no abrupt edges at the nosing. Nosing shall not project ~1 ½" past the face of the riser above. • SINGLE ACCOMMODATION FACILITIES 9. Show that the water closet is located in a space, per Section 1115B.3.2.3, which provides: a) A minimum side clearance of either: i) ~28" from a fixture. ii) ~32" from a wall on one side. b) A clear space in front of the water closet measuring 60" wide by 48" in front. Section 1115B.4.1.2. 10. Doors in the room shall hot swing into the clear floor space required for any fixture. Maintain the required clearances at the iavatory/water closet without the entry door swingi_ng into those areas. (30"x48" for the lav.?)Section 1115B.3.2.2. END OF DOCUMENT ,. . ' . -Cit~y of Carlsbad 080500 3/28/08 VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: David Yao PLAN CHECK NO.: 080500 DATE: 3/28/08 BUILDING ADDRESS: 2180 Rutherford RQad BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING AREA Valuation Reg. VALUE PORTION ( Sq. Ft.) Multiplier Mod. office t. I. 41235 34.37 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code ' . c.b By Ordinance Bldg. P~·rmit Fe~ by_ Ordina~ce. , .,.. , Plan Check Fee by Ordinance j -.. I Type of Review: 0 Complete Review D Structural Only D· Repetitive Fee =8 Repeats Comments: D Other D Hourly J Hour * Esgil Plan Review Fee ($) 1,417,247 1,417,247 $4,155.271 $2,700.931 $2,326.951 Sheet 1 of 1 macvalue.doc PLANNING/ENGINEERING APPROVALS ,PERMIT NUMBER CB ()@o,5® .DATB: J/%Ae _...,...i.....,._l ______ _ ADDRESS Jf 8 0 ~<~ gJ . { (fa./fat..A.j ~"LcP-) . . . ;l. t:J--o?o -;7s RESIDENTIAL . TENANT IMPROVEMENT RESIDENTIAL ADDfflON MINOA PLAZA CAMINO REAL I (<S1 o,OOO.OO) CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING DATE _______ ;.__._ DATE Jµfk .' . L ENGINEERINGoi:PARTMENT. lit~ )l 35 ~ \ FEE CALCULATION WORKSHEET l!_ I) D Estimate based O!l unconfirmed· information from applicant · Calculation based on building plancheck plan submittal, :. · Addr~: ,g l 6'Q ~u ·.· B;dg_ Permit No. Prepared·by:. ,o'.'.;C _ Date:~/$ . Ch~kedby: ____ Oate: ____ _ · 'i· ED~C ~TIONS: .li~~ua~Jjfor all uses. T .es of· Use: . . Sq, Ft./l,Jmts: . ...,. • ...,.:.,:.......;.. ... _. __ _ EDU's: _.__/ i~tzh=-- · Types· of Use: ---------------------Sq. Ft./Unit$;._·_· ..... · ___ ___ EDU's: ____ _ =.:,..::;;:::.:i~~:r.:..::1.:.0.:.:.NS=:. List types. ~rid-~uare footagei .f~r ~ii ·uses. ' db ~~ .ca-...~J ' •. /;q . . _ . Sq. Ft./Uf}1ts: _ · . . : . · . · ADT's: _ _,,(Q"'-'--..L.--. . Types of Use: · Sq. Ft./Units: ---'-----"---"--ADT's; _____ _ · · FEES REQUI~ / . . . . .WITHIN CFD:~S (no ~ridge & thoroughfare fee in District~1;·r~du~ed Traffic Impact Fee) ONO ~ PARi<-u,l'.LIEU FEE PARK AREA&#: ____ __._ __ . 'LrRA::,::::CT FEE. X NO: UNITS! r .~. I ADT's/UNITS:· c; [CJ X ' FEE/AQT: -3: 0 .=$ ~. 7 =$ 18570·/ . ~, . ~BRIDGE Mil;) THOROUGHFARE FEE (DIST. #1 ~ DIST. #2 --~ DIST. #3: __ ) =$ ttJ ~ · . ADT's/UNITSz . X FEE/ADT: . . . . 7 . . . CILITIES MANAGEMENT FEE ZONE; . . U~IT/SQ.fT.: . : . . . X · FEE/SQ.FT./UNIT:_· ____ _ SEWER FEE · EDU's: / l[, &/z X · FEE/EDU: / 056 BENEFIT AREA:' e Ef?U's: _ f lf. {p ?J ~ SEWER LATERAL ($2,500) X FEE/EDU:m HIGH __ /LOW __ ~ 1. DRAINAGE FEES PLDA. __ _ ACRES·--.----X FEE/AC:. __ __ ~ 8. POf ABLE 0 WATER FEES . UNITS CODE CONNECTION FEE METER FEE SDCWAFEE 1 of 2 =$~· 11~·------ =$ l~s 1a ~ e/ =$ ~;JJo59, 5 l( / =$ ~ / SDCWA.FEE F:\F.EE <;)AlCULATiON WORKSHEET.doc Rev. 7/14/00 ~ 6ou~ lf /1 :n;{,, O'(j::, .,, 9, J5 ~~ s;; 6ro w~7:,) ~ Joe, . ' ~~ tr 1t;l ~ f3t:o -;. c2Jl, 9 r ~ I (µ>!t={rrt;,2Ys-)"' ~s / i ! I PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB080500 ·Address 2180 Rutherford Rd Planner Deborah Milam Phone (760) 602-4619 APN: 212-070-25 Type of Project & Use: Tl Net Project Density: DU/AC Zoning: C-M General Plan: Pl Facilities Management Zone: .§ CFD (in/out) #_Date of participation: __ Remaining net dev acres:_-_·_ Circle One (For non-residential development: Type of land used created by this permit: _ _,) . Legend: [gl Item Complete D Item Incomplete -Needs your action Environmental Review Required: YES D NO D TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: __ _ Discretionary Action Required: YES D NO D TYPE __ APPROVAURESO. NO. DATE PROJECT NO. OTH.ER 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 D NO _f.gJ_ CA Coastal Commission Authority? YES O NO 0 If California Coastal Commission Authority: Contact them at -7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402; (619) 767~2370 Determine status (Coastal Permit Required or Exempt): . . Habitat Management Plan NA Data Entry Completed? YES D NO D If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Mainten,ance, e,nter CB#, toolbar; Screens,. HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) · · ·· · , I · lnclusionary Housing Fee required: YES D· NO [gl (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES D NO D · · (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, E~ter Fee, UPDATE!) F:\Plan Checks\CB080500.doc Rev 3/06 ODD DOD DOD Site Plan: 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 (including all side and rear yard slopes). Provide legal description of pre>perty and assessor's parcel number. Policy 44 -Neighborhood Architectural Design Guidelines 1. Applicability: YES O NO [8J 2. Project complies: YES D NOD Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required __ Shown __ Required_· __ Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ 2. Accessory structure setbacks: . Front: · Required __ Shown __ Interior Side: Required __ Shown __ Street Side: Required __ Shown __ Rear: Required __ Shown __ Structure separation: Required __ Shown __ 3. Lot Coverage: Required __ · Shown __ 4. Height: Required __ Shown-.-· 5. Parking: Spaces Required __ Shown.-- (breakdown by uses-for commercial and industrial projects required) Residential Guest Spaces Required __ Shown __ . Additional Comments: Correction #1: Please show side elevations demonstrating how screening materials will block view of proposed roof-mounted equipment. Correction #2: Please show parking tabulation on title page including required and provided parking. PIA.vi Chte-k t: Corr-ec-hol')~ 1 ~tA.-/-eJ, Covrtofror, -#-z., f()..rJ,·,y_ ~+,·us-N'e -For · OKTO ISSUE AND ENTERED APPROVAL INTO C~MPUTER __ . DATE__ gyi,ss {/Por {IU'etf, f lea_s-.e inc{ult .(/IA"-p·loy.e-e F:\Plan Checks\CB080500.doc _CJt-fe~·erf1t./ wn-F ck. in co..,l Utl et -h 'oh , Rev 3/06 • ,Carlsbad Fire Department Plan Review · Requirements Category: TI , COMM Date ofR.eport:·05-16-2008 Name: Ag.dress: Permit #: CB080500 CALLAWAY GOLF CO -C/O DONALD H DYE 2285 RUTHERFORD RO- CARLSBAD CA 92008 Job Name: CALLAWAYGOLF:41,235 SFMANUFA Job Address: 2180 RUTHERFORD RD CBAD . BUILDING DEP'f,, COPY . f L - Reviewed by: ----t1.4'-=,,lq-.--.r,_..,,,,...-.._ I~ewii~wwha-""6ubmitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards._ Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0002744 [NOT MET] Provide a complete exiting plan of building. Because of the change in use and character of this building it is anticipated that the occupant number~ will change and the exiting plan should show their capacities. Show exiting from all areas. Entry: 04/28/2008 )3y: GR Action: CO Cond: CON0002784 [MET] ~RO~ THlS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDJNG PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Entry: 05/16/2008 By: GR Action: AP •. - . . Carlsbad Fire Department BUILDING DEP'T., COPY Plan.Review Requirements Category: TI , COMM Date of Report: 04-28--2008 Reviewed by: ~~"--6---· _ Name: Address:· Permit #: CB080500 CALLAWAY GOLF CO C/O DONALD H DYE 2285 RUTHERFORD RD CARLSBAD CA 92008 Job Name: CALLAWAYGOLF:41,235 SFMANUFA Job Address: 2180 RUTHERFORD RD CBAD INCOMPLETE The item you have subrµitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all co:mm,ents attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: -... -------· • --_,---......,. ' ....... 4 .. ,,-.~ .. ~...'.!.:.::....::;.::..:...~ . .:.:.=~,..,.-...,...-<--~-~~----... ~ • -----........~ ............. '¾.,.,1· , ·· -----"""'-......,... Co~dYCON00027 ~4 . . . . ~ _ [NOT MET] Provide a complete ex1tmg plan ofbmldmg. Because of the change muse and::Cllaracter of{his buildirig it is anticipated that the occupant numbers will change and the exiting plan ~\ shomld show their capacities. Show exiting from all areas. ) ~ ;'~,/ Entry.:~/28/2008 By: GR Action: CO . __...-.-----------~ . ~ .. --,...""""_,._ -..,... .. ,: .. """"'·-~h"-, ......... --. -•--,_,-,._-......_....,,_-.,., _.~-~.-~ ... .-•.:JI!.: ... --•• ~,u..-.._ ... .,, .. "1'11,.~t...U CBO,SJ(»SOO • 2180 RUTHERFORD RD CALLAWAY GOLF:41,235 SF MANUFA TO OEflCE,.. ___ • ~ . . . .. 3-/'t-()'i?'-@WM,c '1!i [Scfl ~ F,V-/-'/d t:f <> ·~ 3/~5'/o,s ~ @. FC. 3-iJJ-OY &r ~LI?/ 4 ( z.t / ()8-, t)J.)tJIW 'TI: ~ ~It-, 7J-6JYb~~ s/ 1rt,/o" ~ JI"' @-Fe. ~ 'II}'< Jog ~1 " U-m " 1 i -;""l .. f f &-,,. f-}\v--O)I/ ~- .. • A roved Building Planning Engineering Fire Health HazMat/Air Quality Comments Building Planning Engineering Fire Forms Fees School CFO PFF PE&M . Special Insp. Fire Sewer y N y N Fees Complete -------1-A+- Appllcatlon & Related Docs. Complete City of Carlsbad 1635 Fara~ay Av Carlsbad, CA 92008 10-09-2008 Plan Check Revision Permit No:PCR08112 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC#: Proj~ct Title: Applicant: Building Inspection Request Line (760) 602-2725 2180 RUTHERFORD RD CBAD PCR 2120702500 $0.00 CB080500 . l,..ot#: 0 Construction Type: NEW CALLAWAY-DEFERRED STAIRS SUBMITTAL Owner: Status: Applied: Entered By: Plan Approved: Issued: lnspe(::t Area: ISSUED 09/24/2008 LSM 10/09/2008 10/09/2008 ANDREW TARAGANO CALLAWAY GOLF CO 2180 RUTHERFORD CARLSBAD 92008 760 612 6534 Plan Check Revision Fee Additional Fees Total Fees: $360.00 Inspector: C/0 DUCHARME MCMILLEN. & ASSOC INC 20830 N TATUM BLVD #240 PHOENIX AZ. 85050 $360.00 $0.00 Total Payments To Date:. $360.00 Balance Due: FINAL APPROVAL Date: Clearance: _____ _ $0.00 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), arid 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 AP.PLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connecti9n with this project. NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv bP.en aiven a NOTICE similar to thi~ or as to which the statute of limitations has nreviouslv otherwise exoired. ....._, .. ~ EsGil Corporation In (J!artnersliip witli government for <Buifaing Safety DATE: 10/6/08 JURISDICrlON: City of Carlsbad PLAN CHECK NO.: 080500 rev(PCR08112) PROJECT ADDRESS: 2180 Rutherford Road SET:I D APPLICANT ~ JUR!§> D PLAN REVIEWER D FILE PROJECT NAME: Callaway Golf H.Q. Building Stair B Construction Detail IZ.J 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 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 b~en sent to: ~ 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 contacteq: Telephone#: ·, ... Date contacted: (by: ) Fax #: .. Mail Telephon~ Fax In Person D REMARKS: By: David Yao Esgil Corporation D GA D MB D EJ D PC Enclosures: original approved plan 9/29 9320 Chesapeake Drive, Suite 20s· + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 t' City ~f Carlsbad 080500 rev(PCR08112) 10/6/08 . [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: David Yao PLAN CHECK NO.: 080500 rev(PCR08112) DATE: 10/6/08 BUILDING ADDRESS: 2180 Rutherford Road BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING AREA Valuation Reg. VALUE PORTION (Sq.Ft.) Multiplier Mod. stair construction Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance J . .,.. I Plan Check Fee by Ordinance Type of Review: D Complete Review 0 Structural Only O-Repetitive Fee =3 Repeats * Based on hourly rate Comments: 0 Other 0 Hourly 3 I Hours * Esgil Plan Review Fee ($) $360.001 $2aa.001 Sheet 1 of 1 macvalue.doc m--. . J · Carlsbad Fire Department · Plan Review Requirements Category: PCR , Date of Report: 10-08-2008 Name: Address: Permit#: PCR08112 ANDREW TARAGANO 2180 RUTHERFORD CARLSBAD 92008 Job Name: CALLAWAY-DEFERRED STAIRS Job Address: 2180 RUTHERFORD RD CBAD BU~LDING DEPTe COPY Reviewed by: _____ 4""-f-&4-c __ . INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0003094 [MET] . **-APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, . CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. . Entry: 10/08/2008 By: GR Action: AP . November 17, 2009 Callaway Golf P.O. Box 9066 Carlsbad, California 92018 Attention: Ed Salinas • CHRISTIAN WHEELER ENGfNEER.ING Reference: Callaway Golf Headquarters Tenant Improvements -Phase 1 2180 Rutherford Road, Carlsbad,-Califomia Building Permit #CBOS-0500 Subject: Final Testing and Inspection Report Dear Mr. Salinas, CWE 2080657.1 Christian Wheeler Engineering has provided testing and special inspections of reinforced concrete, field welding and non-destructive testing on the above referenced project as described in reports 1 through 5. The work requiring testing and special inspection was, to the best of my knowledge, in conformance to the approved plans and specifications and the applicable workmanship provisions of the California Building Code. If you have any_questions, please do not hesitate to call me at 619-550-1700. Sincerely, CHRISTIAN WHEELER ENGINEERING ~~4~ Michael B. Wheeler, R.C.E. 45358 1vIBW:cgc cc: (1) Callaway Golf-eds@callawaygolf.com (1) City of Carlsbad 3980 Home Avenue -+ San Diego, CA 92105 • 619-550-1700 • FAX 619-550-1701 \ \ ORION STRUCTURAL ENGINEERING, INC. 12257 OLD POMERADO ROAD SUITE A POWAY, CA 92064 P (858)-679-1974 F (858)-679-1975 STRUCTURAL STAIR CALCULATIONS FOR CALLA WAY GOLF "FLOATING" STAIR·· CLIENT: SOUTH BAY WELDING 781 O'CONNOR STREET EL CAJON CA 92020 Loads/ Assumptions Tread Analysis Framing Analysis Table of Contents: o dation Analys:.;;.is....._ __ ---..., __ -._,......-.,. Existing Founda 10n Analysis PREPARED BY RYANJ.OMER fUOfL[~- CfWf C}; bf tJ S rro :; THE FOLLOWING CALCULATIONS ADDRESS THE MOST CRITICAL CONNECTIONS, SP ANS, ETC FOR THE FOUR STAIRWAYS BEING CONSIDERED. LANDING BEAMS; TREADS AND STRINGERS, ETC HA VE BEEN CALCULATED USING THE FOLLOWING ASSUMPTIONS: 1) THE STRUCTURE HAS BEEN DESIGNED (BY OTHERS) TO RESIST ALL LOADS INDUCED BY THE STAIRS CONSIDERING ALL GRAVITY, SEISMIC AND ECCENTRIC LOADING. 2) ALL STEEL RC)LLED MATERIALS TO BE _GRADE 36"OR BETTER (A- 36 OR A992) ALL TUBE MATERIAVTO BE ASTM A500 GRADE B 3) ALL COLD l_<'ORMED STEEL TO BE GRADE 33ksi 4) STAIR PANS AND LANDINGS WILL BE FILLED WITH CONCRETE LOADS SELF (STRINGERS AND OTHER FRAMING) PAN AND 1 ½" LW RAILING LANDING UNIFORM LIVE LOAD POINT LIVE LOAD 30psf 15 psf 20plf 15 psf lO0psf 3001b I /' ., . ' ' t ., /) ll_ II .... - L1 /) I r....,,. l 1£ J --; ; [ ! '-·! t i ORION STRUCTURAL ENGINEERING, INC PAGE NO __ ~--- PROJECT _ ____,......--------------------'-----..... -.•. JOB NO .. _____ _ I I I I ' ' I ~1· ! ,,. /; ~x ~1 r1i 'I:. ) ~ ,,,,,,. ~' ~,¥-.f s: ·.5 ;r r:t;7. It -IJ I L 'l e, Jq /, e ;·, ~L . . ' t:.. f ·-'le ' /, .. . ., i,., ·"'.:v , ! l ti ').,;t f ,~w /f ' } l _)I "I I I 1 \. ) I I I ! --~ '· k i'J 'J !/ :/ " f.l' I/ e-icl. C r;:, t,~ t? if 17:· 'I) ,.,~~.,: ~JA j\ ,'?' .,.. I \,, c, ' ! i I i { t f t l i I t ' l I i I ! ~ ... l <· Lti ·~ -(! Lt_ ,111 ·/ , ' l..1 ' ~~) rr:;, it' ! IP '.,J.., """"'" "'..-Al ""·-\ ':: t;i,IL11:. n . -r:z. ,,.., 41,J ""J ,_," -;;, ~1 '.¢' 11,~. l I 4~ ~7-4 ~: i !P>, ~ ; '---•' --,---! .. i f JI.FA cJi J t t .... 1£ lf' p [\ !~ ~ t:7-~ii V ' ,I.'\ I I r, """" ;_/ --I ,f l "' r" l - I ! ! i f ! I I ·1 ' i ' I I ' ' ! I i ! •. i ' l i ' ' ' I ! t ,. I ! i . t ' I i l f r ,._ ! ; • I ! l f ! ; I i ' i 1 "i f l l I l I ' ; ! •.. . ' ORION STRUCTURAL ENGINEERING, INC PAGE No_'! ____ _ PROJEC..._ _______________ _ JOB NO. _____ _ r i I -! l '\ ; ,(' •t l -~-' l .,~ ' ,.. . I. ~ ~ t; '>It I I -/ '7 If IL f 1 ! ,:;.,,,i ! ·. ~ ! 'l'~ .~ ! !""J •J J,.. ., ____ , j ••.• "-_,, ,~ I , " ! I r , , ~ ! \. I :Al. ~ ~---t ~{' tr· .. 7 t)'? . ... '') -~,6J. -i i l'-r i I ,-._ \i I ;,~ I ,, J. tp' ~~. ( l ;_ ,?! ~( I I '~,J' >1 -·· I a J'f· 'd \ I,,, _\ I ·' "'' ,· ? , 2 .... .... ,4 "., -j l i "' I ! [ :~ 7/,; ' 17, • r ,_. l I ' ! ! ' \ .... ., /I,., I ('I )/ •4' •h .,._.) A '1 ( 1'.ttA:: ! -----V I I ! L I ! ~ 'JJA I'.: .;itt) (. ~, -':), IX /!/JI 'l'V. f, ¥ ! i t ,. ! f ! 1-' 1_7 ,.,_ ?1 t I '1h, ( ~ f '.a,.. I ! "": i f i'r,. "' . -., ; ~ A I ' ! ! I j -t f ~ 1¼ l ~ ~? ~ ,r"}, ',1.. l/1 ~; t:> ..,. I . ·"' -l /.!. l~) ~ V -:_,,"'I j I,.. r,,. ! I f I ' I I t i l ! ' ' ! l I I i l ' \... I l r ! I ' Results for LC 1, dl+ll Reactioffunlts are k and k-ft calaway floating· stair Code Check INoCalc > 1.0 .90-1.0 .75-.90 .50-.75 0.-.50 June 18, 2008 at 12:39 PM callaway golf floating stair.R3D ~ Z X calaway floating stair June 19, 2008 at 9:17 AM callaway golf floating stair.R3D ~ z ,x 0 0 Results for LC 1, dl•ll d k-ft Reaction units are ~ an 5.9 -17/ (I. I -.1 0.5 r~ .•:-,:. . calaway floatihg stair June 19, 2008 at 9:17 AM callaway golf floating stair.R3D , Results for LC 1, dl+II Reaction units are k l!lld k-ft -17 Q. -.1 0.5 calaway floating stair June 19, 2008 at 9:17 AM callaway golf floating stair.R3D g · Company Designer : Job !\lumber: calaway floating stair June 19, 2008 9:19AM Checked By: . Joint Coordinates and Temperatures Label X rm · Y fftl z rm Temo rFl Detach From Diao ... 1 N1 -.05 0 16.75 ". 0 ·,.2··.·: :\···:·:'.·,,.;:·1_;·,,'-::N2·::··,:·.,· .. :'. :,,,,: .·:.,·. :-:~1:,45:.,,.:-:.,,: ::;:,, ,:._, ·"·::o:,.;;,:·,.:: '· '· 1 , .,.:1-6:75 ··.··. ·,, · · . · ·0' · ·· · · 3 I N3 4.45 8 I o o · ·4 ·, ·. ·.: .. :::: :: :,. : ,_.,, ,-.,. ·. :N4 :, 'r: :_; !' ·. '' · ·, ·' ., ... ·.:,, · 4:95'·' x,,-·f·' ·. '1• '· -'.' 8 '.:.,.:,. ·. .·. ' ,-. · ' . ·,, ·, · -o::·· · ·:' ; · ·. ·' '· · .. .-·0 · · , · · - 5 N5 9.45 I 8 O O _· .;5 .. , ·, ·:'.':.',,:··.'. '·'N6'.-..-:,: · ,: .. :·:., · 1:·>:.-'9:45 ·:· , .. : .-·.:.:·,·:<· 17 .·.-1 ·,: :',.·.·· :._. ••• , 16.75 ·:,:. ·. . . ·o-· ·,. 7 N7 4.95 17 16.75 0 · :8 ·.; ·. : ::< . .:· . .-.. ·,.· .. ··,NS-:-'. :·· _._., · .: :. ·: · · ·.' · : :.·.~'.05 ::-.:.: · ! . .,._..: ·-: :·.'· ,-·:8 · ·· · ·. , -· · :.: .. :·. ' -:·. :.,0" '· ·. o . · · 9 N9 -.05 0 11 0 :·10,i-. .-.-, ... ;.,,:-,·.N:tO'·:· · ,,, · ,_.._·· .. :·.-4'£45·:·1:.1._ ·:'·:,.:·· .. ,·o·.·,.·:·.:,·1 ·.::,.,··-t:1· .·. · o· 11 -N11 4.7 8 -4.75 0 ··.12··: :, :-\· : .. :.'.·.:·>Nt2'-'·· ,. '. · ._._._, ·. ·-,, ·11··.··B,06··,,·: ·. ·, :· .. <·· ·;_:; :8' ·,:·::: .. 1,·. :::-: ' . .:3_35-: -·· ·. 0 13 N13 · 1.34 8 -3.36 0 :14·;' , : ··:·,,:.-. .--, · .: ·Nt4· ·' ,:-.;· . .-·.·.' .. -.......... ·.;:.,os· ... _. · · · ·: ··:·:· ·,·: 2.vs· .. , .. ,.:.-·: · :.-: ··_ ·, ,11: .. · · · o 15 N15 4.45. 2.75 11 0 ·16 ..... :,.,:,.··:, · .;,N16' _.. ·· .. ::., ,-_ ·..:5.05··::.,. · ·. :,:,·., ..:::1 •1·:17 ·. ' .. ··:· '·' i .. ', :16.75 ... · ···O 17 _ N17 14.45 17 16.75 O ,: ·18'··. ·,· ·.·:· .. ·.·,.·Nt-8 ... , .. _.. -., ., .. ,: ·9.45'._-.1•• ,·.·,',. ' .• ~17·'·.·:<,:· 1•• .. ·22:35···, · ··o 19 I N19 4.95 17 I 22.35 o I 20 · , .... ,.· ... .-.. N2ff··'·"·· ... : ·' . ··--.:5_05·:.,.·:·, ... ,,, .. '17 ,.-.;..: .. ·:; ·· · , .... 22.35··· · -0 21 N21 14.45 17 22.35 0 . Basic Load Cases BLC Descri tion Point Distributed Area Me ... Surface ... 1 . None 10 ·2 : ·.'.·.:,·: -'.:,· .. ·,·. · ·''' .. ···None··':.·. -. '10 ·' Joint Boundary Conditions Joint Label X fk/inl y rk/inl Z fk/inl X Rot.rk-ft/radl Y Rot.rk-ft/radl Z Rot.rk-ft/radl Footinn 1 N1 Reaction Reaction Reaction I· '2 .. -.:,.:,',N2 · .. ,. Reaction .. Reaction:· ·. Reaction : . .. ., · ... •., . .... 3 N9 Reaction Reaction Reaction I 4· .. .. ··N10 : Reaction· ·Heaction Reaction·· ·1 · . ... . ·. .. ' : ... '. 5 N16 Reaction Reaction Reaction 6i ,,.·.·,. "!N17 ' ' Reaction··: =Reaction·. · · '-Reaction· : : .... ,• 7. N20 Reaction Reaction Reaction 8 -1 .. 'N2f · .. Reaction· _ ···Reaction . .-Reaction , ·. , . ' 9 N18 Reaction ·1.0. ' .: :, 1,N19 : .. : ... .. : t :-: .. ··:·-:: '· · · :· Reaction · :::::,· :· ' 11· N5 _ Hot Rolled Steel Section Sets Label Shane Tvn<> Deskm List Material Desian Ru .. A nn21 lw nn41 lzz nn41 J nn41 1 strinaers HSS18X6X8 Beam Tube A500 Gr.46 Tvnical 20.898 1133.902 770.29 386.507 2 $X!Sting be .. ·w14X22 Beam·. WideFlanae .. A36Gr.36 Tvoical 1, 6.49 I 7 ' 199 .21 3 oosts HSS6X6X8 Beam Tube A500 Gr.46 Tvnical 9.738 148.225 48.225 81.102 4 landing be:,. HSS12X6X8. Beam .. ·Tube·" A500Gr.46 Tvoicar 15.318 I 91:064 271.3931'227. 157 5 backspan ... W14X22 Beam Wide Flanae A36 Gr.36 Tvoical 6.49 I 7 I 199 .21 6 .pseudo br ... .HSS4X4X4 · Column-·,Tube· A36Gr.36 Tvoical 3.365 I 7.788 . 7.788 12.758 RISA~3D Version 7.1.3 [H:\Calculations\South Bay\callaway golffloating stair.R3D] Page 1 Company Designer : Job I\Jumber: General Materiai Properties calaway floating stair -Label E rksil G Tksil . 1 oen-Conc3NW I 3155 1372 3 aen Conc3LW I 2085 I 906 '·A:,, ·_.-,,::· .. :·,.,Oen\Con64LW: ... _:._,:, ,:.1+·'·,'·'2408 ... : · . .-.-.. ·.·· ':1047::: ·.·· .. ·. · 5 · oen Alum I 10600 4077 6 ·. :i'., :.·:;··oen ·:steel:'.·'·.' i: ::j · .:·, 29000 -<:-·: ,._._, 111'54 ·. . . · 7 RIGID I 1e+7 Hot Rolled Steel Properties Nu .15 :15 .15 ···.'1;5 .3 ·_3 0 June 19, 2008 9:19AM Checked By: Therm (\ 1 E5 Fl Densitvrk/ftA31 .6 .145 . ·.6:.: ·. '·.145 .·.'·' .6 .11 ·.:11-" '·· 1.29 .173 :65 .49' 0 0 I ~bel E rksil GfkRil Nu Therm (\1E5 F) Densitvfk/ft"31 Yieldfksil 1 A36 Gr.36 29000 11154 .3 .65 .49 36 ·2·;, · , ,-,. 'i A572 -Gr:50 ·. · .. ' : ,. '29000'· .. ·::·111:54·,· : .3 . '• .65' .. A9 '50. 3 A992 29000 11154 .3 .65 .49 50 . ·,4-·,:'· · i ·:·': ,· A500 Gr:42 ';·; :': :: '·. ·,: ,'29000 : ·. ·. · :-':·111-54:' · i . : '.3 .,.65 .49 ·42 5 · A500 Gr.46 29000 11154 .3 .65 .49 46 Hot Rolled. Steel Design Parameters Label Shane Lennth ... L1-.uuTftl Lbzzrftl l comn tb ... Lcomn bo ... Kw Kzz Cm-wCm-zz Cb vswavzswav Function 1 M1 strinoers 18.562 Lateral 2 . ',:M3:·:-:, strinoei-s -1-8.562 •' ... ' . . . ·.· .... : : . . .. .. ' ·Lateral 3 M4 landing b: .. . 9.5 I Lateral 4··· , .... :M5 11 strinaers 19.015 ·. _.,. .. ~ •, . . · .. ·:··. .. .. l· ' lateral : ' 5 M6 lstrinoers 19.015 I Lateral ;6 :-.M6A':· strinaer.s .3;636' . . ~ :.•. ; ' ' ., ' I : .. :-, Lateral 7 M7 strinoers 3.636 I I Lateral ''-'8:· .. ·.'/'M8:.··.,· strlriciers '3:636'' ' ... , '• .. . . .·. .. . ·: . .Lateral 9 M9 strinaers 3.636 I Lateral ·.-10!': .·. Mto·,.-._; .'·oosts·' 2.1s·, . , .-.,-.· ···,. -v·: -._ .,. . " .. Lateral 11 M11 nosts I 2.75 I I Lateral ·12:= .. ·.-.:M12··.·. · existing ·b .• '19.5: · .··2 ·.-:-.-:': '2 2 ' .. l'Lateral 13 M1'3 existing b .. 19.5 2 I 2 2 Lateral ,:14· -::1M14-::. existing b.'. ··s.6 ·-~ .·.:·-.=: ·:,; ·.·.:, .. ·. ', I· .. 'Lateral· 15 M1·5 I existing b .. 5.6 I I I Lateral 16 ''M16' ·lpseudo.b:. '·19.1 .·; .·.:.· : . :. .. ' I 'Lateral 17 M17 pseudo b .. 19.54 Lateral Member Primary Data Label I Joint .I Joint KJoint Rotatefden' Section/Shane Tvge Desian List Material Desinn Rules 1 M1 NB N1 strinoers Beam Tube A500 Gr.46 Tvnical ··-2 · .. : <·:·,;-:i.'fvl3·: · ... : .. ·N2''·'· . , N3··:·· . .:· .. .. strinaers Beam·,. Tube 'A500'Gr.46 Twnical 3 M4 NB N5 landing beam Beam Tube A500 Gr.46 Tvnical 4 ', ,,,;_-.-._,M5·., .. · · N7 : '·.N4·.: ' stririaers .Beam Tt.ibe :A500 Gr.46 Tun.Jcal ' 5 M6 N5 N6· strinaers Beam Tube A500 Gr.46 Tvoical 6 .. :.:: :tVl6A: .::-·: NS·:.:_; ,.· ·N12:·'· · . : ., : strinoers 'Beam Tt.ibe A500Gr.46 Tvnical 7 M7 N12 N11 strinaers Beam Tube A500 Gr.46 Tvnical 8 ·. :.:.·.,MS'···, : N11·· ··'N13 ·· strinaers 'Beam Tube A500·Gr.46 r Tvnical 9 M9 N13 N8 strinaers. Beam Tube A500 Gr.46 I Tvnical 110· :_ M10.' . ' N10 · , .... ·N15 oosts Beam Tube A500Gr.46 : T,mical 11 M11 N9 N14 I oosts Beam Tube A500 Gr.46 Tvnical 12 ._:. :M12 N20 N21 existing beam Beam Wide'Fla ... A36 Gr.36 Tvnical 13 M13 N16 N17 I existing beam Beam Wide Fla ... A36 Gr.36 Tvoical 14 M14 N6·: N18 existing beam f Beam ~ideFla ... A36 Gr.36 Tvnical RISA-3D Version 7.1.3 [H:\Calculations\South Bay\callaway golf floating stair.R3D] Page2 /6 Company Designer : Job Number: calaway floating stair . June 19, 2008 9:19AM Checked By: Member Primary Data {Continued) Label I Joint J Joint KJoint Rotate/deal .Section/Shaoe . Tvoe Desian List Material Desian Rules 15 M15 N7 N19 existing beam Beam Wide Fla ... ! A36Gr.36 Tvoical ::15;-. :-,,.,._.:_, =Mtff .. , · .' : ·':,·.,N3·.·· ... ·:,,:,N1: .··.' .. ·. ,. ~ . ·. . . ...... ~ : p'seuao·btace' Colu·mn :Tube ·:1, .. A36'Gr:36 ·. ·' ·'·Tvoicaf 17 M17 N5 N7 pseudo brace Column Tube I A36 Gr.36 Tvoical Member Distributed Loads (BLC 1 : ) Member I "'"81 DirAr.tion Start MaanitudAfk/ft .. .End Maariituderk/ft ... Start Locationrft %1 Enrl Locationrft.%1 1 M1 y -.1'5 -.15 0 0 '·Y · .. ,.:·.· .. · ·.·' ·.:.:15. :._15 o--· · ···" ·. · ·' ·o·' · 3 MS y. -'-.15 -.15 0 0 : ·:4 .. ·, ·····:· ····M6 ,.·.'. y . -.-t5 -.15 o '· · · · · ·.···.·o · · 5 M6A y -.15 -.15 0 0 . ···:...15. -.'-15 ·o o ·· · 7 MB y -.15 -.15 0 0 ·y. ·-.15 · · · ·-.15 · ,.o 0 9 M13 y· -:-:15 -.15 0 0 y -.22 · •:. -.22 ·n : ' o Member Distributed Loads (BLC 2 : ) Member Label Direction Start Maanitudefk/ft .. .End Mannitudefk/ft ... Start Locationrft.%1 End Locationm %1 1 M1 y ~.25 -.25 0 0 ··2··. . • .. :. ·, .. -.,M3:: : ;: .. ·y. ' : .. -.25 : : .. -.25 ·o . ·o .• 3 M5 y -.25 -.25 I 0 0 :·.4 .. ... ::,.:, M6·:.: y -.25 : .. -.25 0 : .· 0 5. M6A y -.25 -.25 0 0 I 6'·· :·:. M7 y -.25 -.25 0 : o· I 7 MB y -.25. -.2s· 0 0 a-··. .. ·.· .. · M9 . . .... ·r -.25 -.'25 ··o ·o .. 9 M13 y I -.275 -.275 0 0 1'ff J . . ·-"::M'f2 ., .. .. ·y : -.275 · ·-:275 · 0 :.-0 .. Load Combinations I 1 I Description . dl+II Sol...Pbel. .. SR. .. BLC Factor BLC FactorBLC Factor-BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor lvesl I I 1 I 1 I 2 I 1 I I I I I I I I I I I I I Joint Deflections LC Joint Label X finl Yfinl Z finl X Rotation rradl Y Rotation rradl Z Rotation rradl 1 1 N1 0 0 0 1.368e-4 8.961e-6 -8.999e-4 ··2 :,; ·1 ,'· .. .. N2 0 ·o YO 2:51'5e-4 · "4.401e..:s ~6:697e-4 3 1 N3 ,092 -.222 -.097 -1.152e-3 -5.698e-4 -1.381e-3 ·:4.: ·.1 ·.' . . ... 'N4 . . .092 -:1231 . -'.091 6:657e-6 .:.9.64e-4 . . -1.493e-3 5 1 N5 .092 -.319 -.007 -8.043e-5 -9.822e-4 -1.267e-3 6'. ·1·· :. .. N6 0 -.319 -,003 -3.57e-4 ·s.209e-4 3.296e-3· · .. 7 1 N7 0 -.397 0 5.531e-4 -6.417e-4 -3.424e-4 · g. 1 · •. .. NB .092 -.f68 · -:082 -1.4489..;3 ·. -4:063&5 -8.2769-4 ' 9 1 N9 d 0 0 1.052e-4 -3.069e-5 -9.24e-4 10 ·1 N10 0 0 0 3.3249-4 8.333e-5 -5.053e-4 11 1 N11 .127 -.289 -.041 -8.297e-4 I -7.077e-4 -8.812e.4 12 1 N42 .117 -.312 -.017 -2.721e-4 .:5.4579_4· -7.726e-4' . -13 1 N13 .114 -:.238 -.073 -1.344e-3 -7.537e-4 -7.645e-4 14. 1 · ·. N14 .03 -.002 -.002 -4.894e-4 -3.069e-5 -9.048e-4 · 15 1 ·N15 .018 -.003 0 -7.482e-4 8.333e-5 -6.509e-4 . 16 r 1· N16 0 0 ' 0 5.531e-4 3.256e-4 -4:879e-3 17 1 N17 0 0 0 -3.57e-4 -2.331e-4 5.987e-3 RISA-3D Version 7.1.3 [H:\Calc:ulations\South Bay\callaway golf floating stair.R3D] Page3 Company Designer : Job !\lumber: calaway floating stair Joint Deflections (Continued) LC Joint Label Xfinl Yfinl Zfinl . '18"' . '1,· .. : -: ··t-NtB--.·--o·-·-. -'.287 '· .. " -,-·-o ·- 19 1 N19 0 -.395 0 20 -.:1 ·--; .. ... 'N20 ~~ : .. .. ··-o-.. :' ·-: <o _,·. -·,, .,_,.:,:-.,-o,;:. 21 1 N21 0 0 0 Joint Reactions (By Combination) LC Joinfl::ibel . X lkl Yfkl z fkl 1 1 N1 -1.346 -9.994 11.453 "2 I· i 1 "N2 -.-058'· ' :497 .. · -16.978' 3 I 1 N9 -.049 I 14.03 -1.527 -4 ' ·1 'NtO·· .374 .. ·22:86 ··; · . .:2.7.75 5 1 N16 .401 5.053 .027 6 1 .. ., N17 :605 ·. . •: ·-9.337 . . :062 7 1 N20: .05 5.891 -.006 8 ·t N21 :022 6:146·-.. ·-:013 9 I 1 N18 0 0 8.452 10 . . . 1 ·:N19 ·-.-' .. ·o 'O' -· .. ·-:: 1:305 : 11 1 Totals: 0 53.82 0 ·12 · ·1 ' ·COGHt-1: ' X: 4.71·7 .. Y: 11:169 Z: 10.956 Member Section Deflections LC Member Label Sec X finl vfinl zfinl . 1 1 M1 1 -.002 -.187 -.092 2 2 -.002 ' -.104 -:069 · 3 3 -.001 -.031 -.045 4 4 o· _. --.004 -.022 5 5 0 0 0 . '6 1 MS 1 . 0 .. 0 O·. 7 2 -.001 .007 .014 8 ' '3. -.003 -:046 ·-. .026 .9 I 4 -.006 -.15 .047 X Rotation rradl -5.185e-4'· -2.183e-4 ----·-2:183e-4· ·- -5.185e-4 MX fk-ftl 0 ··o . ' 0 '·. o· ··- 0 0 0 -0 .. ·- 0 o- . ... .. . x Rotatefradl -7.293e-4 -7.575e-4 · -7.856e-4 : -8.067e-4 -8.159e-4 -:6.232e-4 - 6.232e-4 7.133e-4- 8.572e-4 June 19, 2008 9:19AM Checked By: I/. Y Rotation rradl Z Rotation fradl ::.7 ]5(fo-5 i : , -3.552e~3 -·· 1.389e-4 1.616e-4 .:6:919e.:5, ;;5_13e'.:.3: 3.826e-5 5.211e-3 MY'fk-ftl MZ fk-ftl 0 0 ' 0 0 0 0 ·0. .. 0 0 0 ·o ' ' 0 : 0 0 . o·-: -·-O· 0 I 0 .. o· .. --o· .•. .. In\ UvRatio In\ Uz Ratio 1193.303 2420.722 2149.354 · "3224.931· · 7258.438 4934.669 NC-' .. NC·· NC NC NC NC··:. NC NC -4860.144 '8690.079' 1481.241 4748:097 10 -·, 5 : -.008 -.242 · · ·.092 ·. 1,001e-3 · . 920.641· ' · 2427.401 11 1 M4 1 .092 I ~.168 -.082 -1.448e-3 NC NC 1.2 .. 2 .092 · -.192 ·. -.094" -1.292e_:3 ·. 4585.221·. · 3732.62, 13 3 .092 -.226 -.094 -5.725e-4 1938.503 2290.276 ·14 4 .092 -.274' -.052 -3.447e-5 · 1069:341' 4372.645 15 5 .092 I -.319 -.007 -8.043e-5 750.627 NC -16 ·1 MS 1 .1"88 -:349 _. ·o -6:053e-4 1208:618 -·.NC·.:_ 17 2 .189 -.307 .026 8.969e-4 1557.546 NC ·1.a--,. 3 .-189· -249. .. 053 '·. l 1.189e-3 ·-2590.264' :.-.·Ne':·: 19 I 4 .189 . -.19 I .077 I 1.48e-3 7772.789 NC 20 5 .:1'9". -:16 · ,092 ' · 1.772e~3 · Ne-·;_ -Nc·; 21 1 M6 1 -.157 I -.278 -.092 -1.581e-·3 NC NC 22 2 -.1:56 -.285 · -.083 .· ' -4221e:.4 ' ·Ne , -·Ne 23 . 3 -.155 -.296 -.075 7.37e-4 NC 7907.038 24 4 -.154 -:295 -.052 · 1.-896e~3 ·Ne-··. 7773:642 25 5 -.154 -.28 0 3.055e-3 NC NC .26 1 M6A 1 -.029 -.31'9 .087 1.202e-3 5514 . .338 NC 27 2 -.029 -.316 .096 1.106e-3 NC NC 28. 3 -.029 .:..313 .104 · 1.01e-3 NC NC 29 4 -.029 -.312 .11 9.139e-4 NC NC 30 5 -.029 -.3t2 .115 8.179e-4 NC NC 31 1 M7 1 -.102 -.312 .061 5.468e-4 I 1898.92 NC 32 2 -.102 -.305 .067 6.86e-4 2609.73 7447.928 33 3 -.102 ~.299 .073 8.252e-4 4007.516 3647.081 RISA-3D Version 7.1.3 [H:\Calcu!ations\South Bay\callaway golf floating stair.R3D] Page4 Company Designer . Jpb Number: calaway floating stair Member Section Deflections (Continued) LC Member Label Sec x nn1 vnnl zfinl 34.-,:,;,,'·.,-: · ... : :. :-: :•.: :, . ': ·. ·.:: '·:·: 4--:·. ':.,;1-02;. :,·_-_294·· ·. '· ·t.-·,079 35 5 ·. -.102 -.289 .087. 36'_:. ·1 (·, ~· : :. ·. : :·:·Ms·,·:·:·'· · .. :.·:1·,' ', -•; .'-.::.~133·::·.· ·.··.:.:2a9· ·,.:, ,, ·. ·.:-:o'r:·-··. 37 2 -.133 -.276 -.002 ·3a.: : : ::;: : ·:-: .·: :: :. := ·:. :. ··. :--::. : .. ··3·:·: 'i·: . .';f33. ,· ...... '·-'.264:'-'.'·,' · ,_. ··'.007 .: '' 39 A -.133 -.251 .016 '40'; .. .. • . : . -· ... .. .. . . . ·5._. -.,: -.133 ·: . ·-..:·_.238·' :024 41 1 M9 1 -.111 -.238 -.077 ··42' •, : · .. :,: ••• •#, . . .. ... 2 . ... -.111 ,': ··.:..221 :· ', .·. ·-.068'· ·:: ·. 43 I 3 -.111 -.203 -.061 '44 : ; : :. ,. : . .... : . , . ···4··. '·' '.::111 ', -.1:86 -:056 ·: 45 5 -.111 -.168 -.054 .·45,:· --·1: · ... ; 'M10:·:· ... 1 ...... ,o, . .. ·. o-'·. .. :,o 47 I 2 0 -.004 .003 48''· . ,. .. ·.• ·· .... ... . 3 " .. -.001 : ·..:,008 ,., ··.005 49 4 -.002 -.013 ·.005 50 ·: -.•. . . ; :·. . 5. ·-.003 ~-:01a : . . ; ··O .· " 51 1 M11 1 0 0 0 52 · . . . , . ··.2 0 ~;oos .. ',' ·.001 53 3 0 -.015 .001 54. ..... ;: 4 .. -.001 •'• · :,..:_023 .. -.: o· 55 5 I -.002 -.03 -.002 56 . :,•1 ·,. .. .. · "M12 . . . ~ •, 1 .. '0 '.,. 'O .. : ... : . 0 ', 57 I 2 0 -.275 .003 58 : .. . . 3 .. 0 . ',• ·-.395 · · 0 59 I I 4 0 -.281 0 60 I ·5 ·o ... -, 0 .. 0 61 1 M13 1 0 0 0 -62 ' ...... ' ; 2 0 ; . :, ' ; -.264. ,', -.015 .. 63 3 0 -.395 -.002 64 ,!· t·'.. ; ' · . .:. ,•. 4 .. '·O ·. : , .. -.3'14 -.003 ; 65 5 0 0 0 : 66. . ·1 ... M14 1 -.003· -;319 1 ·o .. . 67 2 -.002 -.312 -.003 68 · ' '•'• 3 -.002 -.304 .:..003 69 I 4 0 -.296 ,-.002 I 70' ·. I ·5 : 0' -.287 ,', · .. 0 I 71 I 1 M15 I 1 0 -.397 0 72 ·. .. '• 2 0 -.402' : '.007 73 ·3 0 -.403 .007 14'· 4 ' 0 .::._4 ,. .. .003 75 5 0 -.395 0 75: 1 M16 .. .. 1· -.014 ., ·-:...251: ., -:063 .. ; . 77 2 -.01 -.165 -.027 78 3· -.007 --.086 : -.01'5 79 .. 4 .. --.003 -.027 -.012 . . 80 .. 5 0 0 0 81 1 M17 1 -.174 -.27 -.087 82 2 -.176 -.264 -.067 83 I I 3 -.179 -.286 -.044 84 4 -.181 -.32 .-.021 85 5 -.183 -.352 0 June 19, 2008 9:19AM Checked By: x Rotatef radl (nl Uv Ratio rn\ Uz Ratio '9,643e-4': · · '.8153.41 · · · .. 2357:488 · 1.104e-3 NC 1698.853 '4.298&4· ';' · ··-:,Ne·· ; .. '·'NC .. 5.598e-4 NC 5211.638 ,._;5,:a97e-4 ·· · '· •1Nc··· ';2534.043 · ·a.197e-4 NC 1665.974 9.496e-4: ', ·NC 1.248.826 -1.927e-4 NC 1869.299 -'1 :973e-4' : ·'··NC·· '2921.988 -2.019e-4 NC 5607.066 .:2:066e-4 · · Ne· .. Nc·· . -2.112e-4 NC NC '8.333&-5 · "NC .. "NC 8.333e-5 I 7980.114 NC 8.'333e-5 ' '3918.923 7402:866 · 8.333e-5 I 2537.227 8460.419 '8.333e-:fr · · '1'829.031 '·Ne-·· -3.069e-5 NC NC -s:o69e-'5 'NG ··.:Ne -3.069e-5 NC NC -3;069e-5 NC NC -3.069e-5 NC NC · .,2:183e-4 · .. :··'NC NC -2.183e-4 849.651 NC -2:183e-4 591.993 NC -5.185e-4 831.92 NC -5.185e-4 t NC NC 5.531e-4 I NC NC fr531e-4' I '885.496 'NC 5.531e-4 592.183 NC -3:57 e-4 ·:: 746.36 ·NC -3.57e-4 NC NC 3.296e-3 ·: NC NC 3.36e-3 NC NC '3.424e-3 NC NC 3.488e-3 NC NC 3.552e-3 NC NC -3.424e-4 NC i NC -2.164e4 NC I NC -9.041e-5 NC I NC 3.558e-:fr NC NC 1.616e-4 NC NC -7.015e-4 914::542 3611:498 -7.324e-4 1387.997 8520.374 -7.633e-4 2662:619 NC -7.942e-4 8601.923 NC -8.251e-4 NC NC -1.52e-3 NC NC -1.319e-3 NC NC -1.118e-3 NC NC -9:173e-4 4659.659 NC -7.164e-4 2846.992 NC RISA-3D Version 7 .1.3 [H:\Calculations\South Bay\callaway golf floating stair.R3D] Pages I Company Designer : Job liilumber: calaway: floating stair Member Section Forces (By Combination) LC Member Label Sec Axialfkl v Shearfkl zShearfkl 1 1 -M1 1 -4.727 -1.201 -.034 2·' ..... . '• . . .. .. ~ .... '·,·,:2·,:· ·..:3:927 · ·.::2.876·0 :·. "'.'.:..034·.-,.·' · .. ' 3 3 I -3.127 -4.551 -.034 ·4 ···,· ' . ' '. ···--::: ·. '' : ,:4,. .:9}751 ·: ··-,·,5.n6·.-.. __ ':016' ,<., 5 5 I -8.951 4.101 .016. :6 ' 1 .. ''". "M3 .. 1 -1-5:534 .:.'6:.868 : · -.058 ... · 7 2 I 14.734 -8.543 -.058 a---. .. '. ''' "3' :· '26'.291 ·t ---·R21'3'· · .31'6': .. 9 4 25.491 7.538 .316 10. ' .. ·5 ·'-24:691 5'.863 .316 ' 11 1 M4 1 2.083 -2.506 5.037 ·12 : '2 ··-'2.083 ,. -2:506-'. 5.037 1 ·' 13 3 1.038 10.99 -9.574 14 4 '.924 6A59 .. -5.'145 15 5 .924 6.459 --5.145 16''. ·1 M5 1· -5~357 :613 .. -.1a4·' ' 17 2 -4.457 -1.062 -.114 18" 3· -3.557 -2.737 -.114 ·-. 19 4 -2.657 -4.412 -.114 20 ·-5 -1.757 .-6:087 . -.114 21 1 M6 1 -7.412 4.472 .323 . 22 ' 2 -8.312 2.797 .323 23 3 -9.212 1.122 .323 24 : 4 -10:1·.12 --'.553 · 1 .323 . 25 5 -11.012 -2.228 .323 26. 1 '-M6A 1 -1.044 4'.265 1:859 27 2 -1.044 3.901 1.859 28 3 -1.'044 3.538 1:859 29 I 4 -1.044 3.174 1-.859 30·', .. ' : ·.:. · .... 5 -1.044 2:81 .. 1-.859 31 1 M7 1 -2.053 2.81 .575 32 : 2 -2.'053 2'447 .575 33 3 -2.053 2.083 .575 ·34·: ·:. 4 -2.0'53 t.72 .575 35 5 -I -2.053 I 1.356 :575 36 :_ 1: M8 1 -1 :859 1.356. -1.044 I 37 . 2 -1.859 .992 . -1.044 38 3 -1B59.-.629 -1.044 39 4 -1.859 .265 -1.044 40 5 -1'!859 .-.099 -1.044 .. 41 1 M9 1 . -.575 -.099 -2.053 42 2 ..,;575 -:462 -2.053 43 3 -.575 -.826 -2.053. I '44. 4 -:575' ~1.189 -2.053 45 5 -.575 -1.553 -2.053 · 46 1 M10 1 22.86 -.374. -2.7.76 47 2 22.86 I -.374 -2.776 48 3 22.86 -.374 -2.776. 49 4 22.86 -.374 ~2:776 50 5 22:-86 -.374 -2.776 51 1 M11 1 14.03 .049 -1.527 : 52 2 ' 14.03 .049 -1:527 53 3 I 14.03 .049 ~1.527 54 4 14.03 .049 -1:527 55 I 5 14.03 .049 -1.527 i 56 i M12 1 '. .05 i: 5.891 -.006 Tornuefk-ftl .182 :::_..~'182 :· .. :; .182 · ... ,059·-· .... .059 June 19, 2008 9:19 AM Checked By: v-v Momentrk-.. z-z Momentrk-... .259 -4.055 ·-·:103· · '·._.5.405:·:·-· -.054 22.639 ·-.183 ·. · ... _ · 22'.645' '· . -.111 -.271 0 ._, .. ·,. .-o-. ,. :.--o i 0 -.268 I 35.759 -.928 ·-·:993 -.:· '30A28 ,, -.928 I 2.46 I -8.44 .. -.928 · '3.927-' · '-39.537· -1.16 -9.176 1.087 .:.1.16 --.. :.Z.786 .-· ·7.04·.·'· -40.758 14.456 12.227 ·. ·:341 : .. '.718 _..,_ -1:939 · ' .341 -11.502 -17.279 :..1 ;836 ·. : I; · _715 · .. . :..1.0.95' -1.836 .172 -9.882 -1:836 ·--.37 .:.:851 -1.836 -.912 16.143 -'1:836 -1.455 -'41.099. -7.3 I. -1.632 19.03 .:.7:3 ·. ·. -.098'" ' : '1·.751 -7.3 1.435 -7.564 : -7.3 ·. 2.968· -8.'918 -7.3 4.502 -2.308 ··s.16 . -6.609 22.494' ·, 3.16 -4.919 18.783 . 3.1'6'. -3.23 ·. · '15.402. 3.16 -1.54 I 12.351 .· '3'.'-16 ; · : ' .149 _ .. ·9:53·1 ·· . -4.584 .149 9.04 -4.584 .672 :.6.651' -4.584 1.194 4.592 ' -4~584 1:-716 2.863 -4.584 2.238 1.465 -4.28 2.238 -2.201 · -4.28 1.29 -3.269 -4.28· -.341 -4.006 -4.28 -.608 -4.412 -4.28 -1.556 -4.488 .153 I -1.556 -6.199 .153 -3.422 -5.'944 .153 -5.288 -5.359 .153' -7.154 -4.443 .153 -9.02 -3.197 0 o-· 0 0 -1.908 .257 0 : -3.817 .514 0 -5.725 .771 0 -7.633 1.028 0 0 0 0 -1.05 -.034 0 -2.1 I -.068 0 -3.1'5 -.102 0 -4.2 I -.136 0 0 0 RISA-3D Version 7 .1.3 [H:\Calculations\South Bay\callaway golf floating stair.R3D] Page6 Company : Designer : Job !\lumber: calaway floating stair f Member Section Forces (By Combination} {Continued) June 19, 2008 9:19·AM Checked By: 11 LC 'Momhor Label Sec Axiaffkl vShearfkl z Shearfkl Torauerk-ftl v-v Momentrk-.. z-z Momentrk-... 57 2 .05 3.478 -.006 0 -.029 -22.837 "58'r .. ~ . . . .. . •. ; ,·.:·3:·· :· · .. ·.\05,;':,r =: · '. ·.: :, 1,.065-.' ·. · · ·: ,•'. '-:006·: ·,() .. .. ' ' .. -'.057· . . -33.91 · f. 59 4 -:022 -3.733 .013 0 -.064 -24.079 ·50:· . 'i :: •• ~ : • ! ·-: : .. : l ' '·' 5 ·;_ .:. :.:::022 j,_:,. . ·. :,:..6.146·':'· :013' · : :_•,' '• .,o: ... ... (_.·· ·-'o·:' :-,o-· :. •,' 61 1 M13 1 '.401 5.053 .027 0 0 0 ,·52:· · .. '2. . . . '.401'' .,.. __ . ·2~981, ... · >;027·' ~ : : _. : 0 : . : -: -: : ' .1.33 ·. -19.583 63 3 .401. .909 .027 0 .266 -29.066 I' 64' .. 4, <-.605 · ·, i-7:265 · · : -:062 ',• · 0 .305 : -40.467 I' 65 5 -.605 -9.337 -.062 0 0 0 66 ·1 M14 1 -8A14·" . '··:...414·· ···:...oe3 : -:009·' · :277· .. -2.315 67 2 -8.414 -.414 -.063 -.009 .189 -1.736 ·'68 : 3 -8:414 : . ..,_414·:,: -:-063 · .. · -.009 .1' · -1.156 69 4 -8.414 -.414 -.063 -.009 .012 -.577 70 5 -8.414 · : : .:.414'. ·. -:063'. -: •: ..:.009 -.077' .002 ' 71 1 ·M15 1 -1.324 -1.971 .135 -.017 I -.576 -11.039 72 2 :..1_324:.: ·..:1:971'; · ., .···.135 · ·-:ow :..386 ..:8.28 ... 73 3 -1.324 -1.971 .135 -.017 -.196 -5.521 74 .. 4 '-1':324 · .. -1:971 · .135 ·-.017 ·,: -.007 -2.761 75 5 -1.324 -1.971 .135 -.017 .183 -.002 76 1 M16 "1' -5:85-1 , . .. .. · -:016'·· .. --,02 .. :006 '•. -.236 · -'.039 77 2 -5.851 I -.016 .02 .006 -.142 .037 78' 3 -5:851'· · •••• 1 ---..:·.0-t6_.. ·:02··.· ., · :006· ··-.048 .112 79 4 -5.851 -.016 .02 .006 .047 .188 80 t 5 -5,851 ' · ·-:016 '• .02 .006 .. .141 .264 .. 81 1 M17 I 1 3.795 .016 -.002 I -.041 .021 .228 82. 2 3795 :016 -.002 -:041 :·, :012 .148 83 3 I 3.795 I .016 I · -.002 I -.041 I .003 .068 '84 4 3.795 · :016 -.002 ·-.041 -:006 -.011 85 5 3.795 .016. -.002 -.041 -.015 -.091 Member A/SC ASD Steel Code Checks. LC MembF>r Shane llC Max Locrftl Shear... I ocfftl Dir . Fafksil Ftrksil Fbvfksil Fbzfksil Cb Cmv Cmz Eon 1 1 M1 HSS18X6Xf .196 12.182 .021 12.375 V 16.668 27.6 27.6 27.6 1 .429 .85 H2-1 2 ·1 :M3 HSS18X6Xf .345 6.381 :040 6.381 ·v 16,668, 27.6 : 27.6 27.6 '. 1 :6 .85 ·H1-2 3 11 M4 HSS12X6X8 .341 4.552 .541 4.552 z 23.123 27.6 30.36 30.36 1.817 .919 .575 H1-2 4 ·1 'MS HSS18X6X8 .226 19.015: .033 19.015 V 16.274· . -27.6 '. 27.6 27.6 2.051 .403 .85 H2-1 5 1 M6 HSS18X6X8 .125 0 .067 0 V 16.274 27.6 '27.6 27.6 1.882 .455 .85 H2-1 6 '1 'M6A !-{SS18X6X8 .170· ·o .041 0 z 26.361 27.6 ' 27.6 30.36 '1,355 ;591· .85 H2-1 7 1 M7 HSS18X6X8 .047 0 .042 0 V 26.361 27.6 27.6 30.36 1.588 .627 .85 H2-1 8 1 ''M8 HSS18X6X8 '.039· 3:636 ,041 0 z '• 26.361 27.6 27:6 30.36 · 1 .3221:'.85 H2-1 9 1 M9 HSS18X6XI.: .104 3.636 .021 0 t 26.361 27.6 27.6 30.36 1.288 .669 .85 H2-1 10 · ·1 'M10 .HSS6X6X8 . 298 · 2.75 :027 ··o . z· 26.566 '27.6 30:36 30.36 1.75 _5·, .6 ·Ht-2 11 I 1 M11 HSS6X6X8 .159 2.75 .015 a z 26.566 27.6 30.36 30.36 1.75 .6 .6 H1-2 12 1 M-12 W14X22 .613 .10.'156 · :135 19.5 V 20.405 21:6. 27. 23.76 ·1, .6 .85 .H2-1 13 -1 · M13 W14X22 .758 14.625 .205 19.5 V 20.405 I 21.6 27 23.76 1 .6 .85 H2-1 : 14 1 M14 W14X22 .155 0 .011-, 2.8 V 16.969· 21.6 27 21.6 :1.751 .489 .6 :H2-1 15 1 M15 I W14X22 .325 0 .046 2.8 ,V .16.969 21.6 27 21.6 1.75 .473 .6 H2-1 : 16 1 M16 .HSS4X4X4 E .138 19.1 :002 0 z ·6:58 21,6 : 21.6 21.6· 1.91 :.361 .541 H2-1 17 1 M17 HSS4X4X4 .198 0 .006 0 V 6.287 21.6 21.6 21.6 2.217 .304 .44 H1-1 RISA-3D Version 7.1.3 [H:\Calculations\South Bay\callaway golf floating stair.R3D] Page? 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J y HazMat/ Air Quality p Comments Date Building Planning Engineering Fire Forms/Fees Sent Rec'd Due? Bv School y N CFD y N PFF y N PE&M y N Special Insp. y N Fire y N Sewer , v-y N Fees Complete 1/d,'1 Appllcatlon & Relat~cs. Complete