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HomeMy WebLinkAbout2285 RUTHERFORD RD; ; CB941573; Permit·-,,. ;11~~ , , r LY ,· ! /11 . C/1 #= ~o g 3 /6 o .:!!__ Cfi fP.--IS ~j) b<J 3~~ ~ B U I L D I N G P E R M I T Permit No; CB941573 Project No: A9402315 Development No: 12/16/94 11:27 Page 1 of 1 Job Address: 2285 RUTHERFORD RD Permit Type: INDUSTRIAL TENANT Parcel No: 212-062-08-00 Valuation: 18,000 Construction Type: IIIN Occupancy Group: B-2 Description: 463 SF ADDED FLOOR : ELEVATOR SHAFT FOR , . ,fippl/Ownr Suite: IMPROVEMENT Lot;#: Reference#: SPACE AND FUTURE-ELEVATOR 999.5 12/16/94 0001 01 C-PRMT Status: Applied: Apr/Issue: . --Entered Bv :. 45213~88 ------~ A APPROVAL tNSP. ~..;._-DATE i/4de CLEARANCE-----• CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 02 1763~00 ISSUED 12/01/94 12/16/94 MDP N N I: I I, I: S E W E R P E R M I T 12/16/94 11:35 Page 1 of 1 Job Address: 2285 RUTHERFORD RD Suite: Permit Type: SEWER -COMMERCIAL/INDUSTRIAL Parcel No: 212-062-08-00 Description: 463 SF ADDED FLOOR SPACE AND : ELEVATOR SHAFT FOR FUTURE ELEVATOR Sewer Fee Enter Sewer EDUs * SEWER TOTAL 619 452-3188 Permit No: SE940087 Bldg PlanCk#: CB941573 9995 12/16/94 0001 01 O? St~~(,iff-ISSUM~-00 Applied: 12/07/94 Apr/Issue: 12/16/94 Expired: Prepared By: HE FINAL APPROVAL 11NSP. . DATE---, ~LEARANCE _ j CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 fJ)/.J.}: 1515 P~CATIOk PLAN CHECK NO. q L ,. \fl~ City of Carlsbad Building Department 2075 Las Palaas Dr., Carlsbad, CA 92009 (619) 438-1161 t Pmt.Mi'I' TYPE From Llst 1 (see back) give code of Permit-Type: _ __,,..__,.e;...-;.._T __ ... / ___ __,,..__,,..__,,.._ For Residential Projects Only: From Llst 2 (see back) give Code of Structure-Type: __ _;~~~~(_ ____________ _ Net Loss/Gain of Dwelling Units------------------------'- 2. PRQJF.Cf INFORMATION Address ,:2:;i!..t}o ~~ ~Bl!ildmg or SU1te No. CHECK B£IDW IF s08M1'1'1'£b: D 2 Energy Ca_lcs Structural Cales ADDRESS FSf. VAL Lv , oocJ PIAN CK DEPOSIT' VAUD. BY ·--,-,M,....,0..-/"""0_......._..-. __ DATE l 9775 12/01/94 0001 01 C-PRliT FOR OFFICE USE ONLY mt o. ~L .... 1,,..., -P'lff? ,~. CI1Y STATE ZIP CODE DAY TELEPHONE s. PROPERTY OWNER NAME (last name first) C~H GiCl..-F" ADDRESS ;;2;;!-85' ~ P,P_ c11Y ~~ STATE Cfo. ~ ZIPcomf-12008 DAYTELEPHONF; j:3(-/1-Z I 6 -~~~me first) Gt~ ~ ~ ADDRESS l?)C(_,O ~.QS1z/uA.-~ 02 123n{)O crTY v ~ sTATE ~. zIP CODE ot.70~~ DAY-TELEPHONE ct g--s -t ce l q STATEUC.#5-nssl LlCENSECLASS B CI1YBUSINESSLlC.# l}tif -5553 c~ 15 DESIGNER NAME (last name hrst~M tt"'H 1 ~N/;f::;. MDRESS '5">~ /V-?,4-~ -~ $(),,,~ --z..50 CI1Y ~ 0/~ STATE c,A-ZIP CODE o-f;z,{tZ;/ DAYTELEPHONE4S'Z-3/&'8STATEUC.# C,.-fl i1CJ/ 1. WORKERS' dJMPEN · Workers' Compensation Declaration: I hereby afhrm that I have a ceruhcate of consent.to selt-msure issued by the Director of lndusmal Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, I.ab. C). INSURANCE COMPANY POLlCY NO. EXPIRATION DATE Cert1hcate of Exemption: I certify that m the performance of the work for which this perm.It IS issued, I shall not employ any person m any manner so-as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE s. oWN£1l-Butm£lt. DEU.ARAfioN Owner-Bmlder beclaration: I hereby afhrm that I am exempt from the ConfractoPs License Law for the followmg reason: · D I, as-owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not in~ended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's Llcense I.aw does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.). D 1, as owner ofthe property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's Llcense Law does not apply to an-owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's Llcense Law). Cl I am exempt under Section _______ Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License I.aw (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars .[$500]). SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BOIIDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention pro~ under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? )lJ._ YES ONO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? )!(YES D NO Is the facility to be constructed withiilJ,-000 feet of the outer boundary of a school site? 0 YES J!"i,NO IF ANY OF TIIE ANSWERS ARE YF.S, 1l FJNAL CERTlFICATE OF OCilJPANCY MAY NOT BE~ AFTER JULY 1, 1989 UNLF.SS TIIE APPUCANT .HAS MET OR IS MEETING TIIE RF.QUIREMENTS OF TIIE OFFICE OF EMERGENCY SERVICES AND TIIE Aill POIJ.UTION CDNTilOL DISI1UCT. 9-WNSIROCIIDN r.mmma AliliNCY . . . . . . . . I hereby afhrm that there 1s a construction iendmg agency for the -performance of the work for which this permit 1s ISSued (Sec 3097(1) Civil Code). LENDER'S NAME LENDER'S ADDRESS to. APPUCAN I cmtliFICJrnON I certify that I have read the apphcat1on and state that the above mformatlon 1s correct. I agree to comply with all City ordmances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I AISO AGREE 1U SAVE INDEMNIFY AND KEEP HARMLESS TIIE CI'lY OF CARISBAD AGAINST AIJ. IJABIIITIES, JUDGMENTS, CDSTS AND EXPENSES WHICH MAY IN ANY WAY ACX:IlUE AGAINST SAID IN CDN~UENCE OF TIIE GRANTING OF TIIIS PERMIT. OSHA: An OSHA permit is required for excava · ns over O" d a demolition or construction of structures over 3 stories in height. e provisions of this Code shall expire ·by limitation and become null and voiiiillii......,_ within 365 days from the date of such permit or if the building or work authorl~ -~~·~'"..l'r is commenced fot a period of 180 days (Section 303(d) Unifob11~~ildit~.1/qi OW: Applicant PINK: Finance SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627; San Diego, CA 92160, (619) 280-4321 FIELD INSPECTION REPORT PROJECT TITLE: Callaway Golf SCS&T FILE NO: PROJECT LOCATION: 2285 Rutherfor.d Road PERMITNO: 9412357 94-1573 I.R.NO: PLAN FILE NO: 1 (Pg 1 of 1) ARCJDTEcr: Smith Consulting Architects ENGINEER: Walsh Engineers GENERALcoNTRAcroR: Good & Roberts suBcoNTRACToR: R. A. Green 12/27/94 K. Embrey 534 DISTRIBtmON: . FIREPROOFING Fireproofing: Monokote MK-6 Provided inspection of spray applied fireproofing on beam at line 5 between C & D at lobby. Monokote MK-6 was applied .according to the manufacturer's directions. No thickness was given on the plans and the architect was called. Verbal specifications = 3/4" for beams. Pending written approval, the thickness conforms. Checked the thickness on 8 of 9 possible locations on the beam. Results as follows: 2 1-1 /8" 3 1-1 /2" 4 2-3/4 5 1-1 /16" 6 1-1/4" 7 1" 8 2-3/4" 9 1-5/8" 1 0 Could not verify. Unless otherwise noted, the above mentioned work, to the best of my knowledge, complies with the approved plans and specifications. . (3) Good & Roberts, Attn: Pete Micklish · (1) City of Carlsbad Michael B. Wheeler, R.C.E. #45358 DATE: 12/ 12/94 JURISDICTION: Carlsbad PLAN CHECK NO.: 94-1573 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 SET:I PROJECT ADDRESS: 2285 Rutherford Road Cl APPLICANT c_l.l JURISDl§'TigN Cl PLAN REVIEWER Cl FILE PROJECT NAME: Callaway Golf Second Floor Infill And Elevator Shaft ~ 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. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. O Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: (by: ) Telephone#: D REMARKS: By: David Yao Enclosures: V Esgil Corporation D GA DCM O PC 12/5 trrismtl.dot Carlsbad 94-1573 12/12/94 JURISDICTION: Carlsbad PLAN CHECK NO.: 94-1573 PREPARED BY: David Yao DATE: 12/12/94 BUILDING ADDRESS: 2285 Rutherford Road BUILDING OCCUPANCY: B-2 BUILDING PORTION BUILDING AREA (sq. ft.) 2nd floor infill and elevator shaft -· Air Conditioning Fire Sprinklers· TOTAL VALUE .. Building Permit Fee: Plan Check Fee: Comments: TYPE OF CONSTRUCTION: 111-N/Spk VALUATION MULTIPLIER per city application VALUE 18,000.00 $ 189.00 $ 122.85 ($) Sheet 1 of 1 valuefee.dot :t l -r; -\' ·+ ·City of Carlsbad . M#ih~h,f44ihi·l•l4·Eilieef4Ui / ?-; BUILDING PLANCHECK CHECKLIST 4'/-1-/S-73 DATE: 7 9 PLANCHECK NO ....... C ..... B_/_-7 ___ . __ _ BUILDIN A R SS: .;,2~1"' ~ . PROJECT DESCRIPTION: ;;,_a~~ ASSl;SSOR's PARCEL NUMBER: ~ /& ~ e:sf." VALUE ~ ENGINEERING DEPARTMENT APPROVAL The Item you have submitted fQr review has been approved. The approval is based on plans, information · and/or specifications provided in your submittal; therefore any changes to these Items after.this date, inch,1ding field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Pie~ review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. DENIAL Please see the attached report of deficiencies marked with . D Make necessa,y corrections to plans or specifications for compliance with applicable codes and standards. Submit· corrected plans and/or specifications to this office for review. · By:. _________ Date: ___ _ D ~ ~ A Right-of-Way permit is required prior to construction ·--·--------·---- of the following improvements: ATTACHMENTS D Dedication Application D Dedication Checklist D Improvement Application D Improvement Ch~kllst - D Future Improvement Agreement D Grading Permit Application D Grading Submittal Checklist · D Right of Way Permit Application _ D Right of Way Permit Submittal Checkl~ and Information Sheet 0 Sewer Fee Information Sheet By: _________ Date: ___ _ ENGINEERING DEPT. CONTACT PERSON NAME: _____________ _ City of carlsbad ADDRESS: 2075 Las Palmas Dr., Carlsbad. CA 92009 PHONE : {619) 438-1161, Ext. A-4 P:\DOCS\CHKLST\BP0001.FRM REV 05/11 /94 2075 Las Palmas Dr.• Carlsbad, CA 92009-1-576 • (619) 438-1161 • FAX (619) 438-0894 BUILDING PLANCHECK CHECKLIST SITE PLAN -1 ~~ndv' 3rd./ {jv D D 1. Provide a fully din:tensioned site plan drawn to scale. Show: . D D A. North Arrow D. Property Lines Easements B. Existing & Proposed Structures E. Ea~ements C. Existing Street lmprovemer,ts F. Right-of-Way Width & Adjacent Streets 2. Show on site plan: A. Drainage Patterns C. Existing Topography e. Existing & Proposed Slopes 3. Include note: "Surface water to be directed away from the building foundation at a 2% gradient for no less than 5' or 2/3 the distance to the property line (whichever is less): [Per 1985 UBC 2907(d)5]. On graded s~es, the top of any exterior foundation shall extend above the elevation •. of the street gutter at point of discharge or the inlet of an ~pproved drainage device - a minimum of 12 inches plus two percent" (per 1990 UBC 2907(d)5.). D D 4. Include on title .sheet A. Site address B. Assessor's Parcel .Number c_. Legal Desc_rlption For commercial/industrial buildings and tenant improvement projects, include: Total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. · .,.. . EXISTING PERMIT NUMBER DESCRIPTION P:\DOCS\CHKLST\BP0001.FRM . Page 1 of 4 REV 05/11/94 )' ..;. ,_ I 'y BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 1 s </ 2ndv' 3rdv' -~- . D · D 5. Project does not comply with the following Engineering Conditions of approval for Project _No. · Conditions were complied with by: ______ _ Date: _______ _ DEDICATION REQUIREMENTS 6. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at Qr exceeding $ ________ -pursuant to Code Section 18.40.030. . Dedication required as follows: ________________ _ Attached please find an application form and submittal checklist for the dedication • process. Provide the completed application form and the requirements on the _ checklist at the time of resubmittal. Dedication ~ompleted by ___________ _ Date: ---- IMPROVEMENT REQUIREMENTS D D D 7a. All .needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ · -pursuant to Code Section 18.40.040. Public improvements required as follows: -------------~ Please have a registered Civil Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate planchecl< process through the Engineering Department. Improvement plans-must be approved, appropriate securities posted and fees paid prior to issuance of permit. · Attached please find an · application form and submittal checklist for the public improvements requirements. Provide the completed application form and the requirements on the checklist at the time of resubmittal. · Improvement Plans signed by: ___________ _ Date: __ _ P:\DOCS\CHKLST\BP0001.FRII Page 2 of 4 REVOS/11/94 1st./ 2nd./ 3rd./ D. D D BUILDING PLANCHECK Cl:iECKLIST 7b. Construction of the public improvements may be deferred pursuant to code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ · so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. F~ure public improvements required as follows: _____________ _ Improvement P1$ns signed by: __________ _ Date: ___ _ D D D 7c .. Enclosed please find your Future Improvement Agreement. Please return signed and notarized Agreement to the Engineering Department. D D D 0, I /o D D D D Future Improvement Agreement completed by: ______________ _ · Date: -------- 7d. No Public Improvements required. . SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. • GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. Sa. Inadequate Information available on Site Plan to make a determination on g~ading requirements. Include accurate grading quantities (cut, fill import, export). Sb. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be Sµbmitted together with the completed application form attached. NOTE: The Grading Permit must be_issued and rough grading ap12roval obtained 12rior to issuance of a Building Permit. Grading Inspector sign off by: Date: Sc. No Grading Permit required. P:\DOCS\CHKLS1\BP0001.FRII Page3 of 4, REVOS/11/M BUILDING PLANCHECK CHECKLIST -MISCELLANEOUS PERMITS iv 2nd./ 3rd./ - 0 D 9. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or t . · private work adjacent to ti'!~ public Right-of-Way .. Types ·of work include, but are not · · · · limited to: street improvements, trees, driveways, tieing into public storm drain, sewer D . . and water utilities. · Right-of-Way permit required for--------------------- A separate Right-of-W~y permit issued by the Engineering Department is required for the following: ________________________ _ 1 O. · A SEWER PERMIT is required concurrent with tt:ie building permit issuance. The fee is not,ed in the fees section on the following page. .. D -11. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial- Waste Permit Application Form and submit for City approval prior to issuance of a Permit. Industrial waste permit accepted by:. ______ _ Date: ___ _ P:\DOCS\CHKLS1\BP0001.FRM Page 4 of 4 REVOS/1~/M ... · ENGINEf:RING. DEPARTMENT ENGINEERING REVIEW SECTION FEE CALCULATION WORKSHEET CJ Estimate based on unconfirmed Information from appllcanL ~ ~ulation based on building planchack plan submittal. Address: ~ :;;..;-s,-&flh£e1~0,<::.D .. Bldg. Permit No. C/39'-f-1573 Praparact by: /k,_, ' Dahl: '/'/2/if Chocked by: . . Dahl: ______ _ EDU CALCULATIONS: List typee and square footages for all uses. Types a Usa: /Jffl c ·e. . Sq. Ft: # 3 . t,erJo ; . EDU's: . 1 ,_ {, ·---------:---- Total E0U's: ·--------ADT CALCULATIONS: List types and square footages for all uses. Types of Use: @ff:e e-~ Sq. Ft: t./'73 ~~ ~rs:. ____ ..J... ___ _ FEES REQUIRED: Total ADra:. __ 9~----- PUBLIC FA~~ES FEE REQUIRED CJ YES Ji NO (SN_~ildlng 0~ tor amou~) WITHIN CFO: 0 YES (no bndga & thOtoughfara· fN, ~ NO . reduced Traffic Impact Fee) · . ~;,PARK-IN-IJEU FEE PARKARl:A:. ___ _ FEE/UNIT:._____ _ . X NO. UNITS:. __ _ );I' 2. TRAFF!() IMPACT FEE · #. AOrs: fl x FEE/AOT: .3-;c )( 3. BRIDGE AND ·THOROUGHFARE FEE . . I . AOrs: 9 x FEE/AOT: o< :-3 ~-FACILITIES MANAGEMENT FEE ZONE: ::-· . SO.FT.: 'fk .3 X FEE/SO.FT.: -L/0 I J2{° 5. SEWER FEE 1 PERMIT No. SC f o/4 rJ!l EDU's: / Y-b X FEE/EOU:/fb'~ BENEFIT AREA: ,C· DRAINAGE BASIN: £.i eou·s: · V'b ·x FEEJEDuf C,j ;fa., 8. SEWER LATERAL ($l.500 DEPOSIIJ . :11$ ;?.,;J...9 ---~----jz(' 1. WATER FEE · EOU"s: · ;' c Yb X FEE/EDU: ;2 '(~ ~ •$ &2 ~ r TOTAL OF ABOVE.FEES*: S ¢,D$2 •NOTE: U,f• eatcufatton. sheet I• NOT • camnlM~ fJ!lllt nf 8U ,-.. ,.,.....,,.h .,.tn# h... ..... _ --- 41 41 • ... • ... • • Q Q Q ~, I I ~ ~ ~ -Sil ; --"' -"' -"'" u u ~ 41 • ~ ~ 5 u u i i i ---A. A. A. PLANNING CHECKLISf Plan Chedc_ N"a. 94-/ _) 7J .Address 2.29 r Wtflcltlo«l) Planner VAN LYNCH Phone 438-1161 ext. LJ325 ------· . (Name) APN: 2(2-CJ{jf--(0 Type of. Project and Use ltJDtlfT11/IJL,, I~ c;; Zone .. <k(V/ . Facilities Managem~t Zone J * . CFD(~ (If property in, complete SPECIAL TAX CALCULATION WORKSHEET pro~ded by Building. Department.) Item Complete Item Incomplete -Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified ~0 F.nvironmelltal Rmew Requiffll: YES _ NO A-TYPE _. __ DATE OF COMPLETION: ____________________ _ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval ____________________ _ efo O Discretionary Action Required: YES _ NO ~ TYPE __ _ APPROVAL/RESO. NO. ___ DATE: _____ _ PROJECT NO ...... · ___ __ OTHER RELATED CASES:---------------------- Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval ___ · ___________________ _ ~ 0 a.lifumia Qiasw ColQmillion Pmnit Required: YES ~ NOK_ DATE OF APPROVAL: San Diego Coast Disaict, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 (619) 521-8036 . Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval ______________________ _ Cnclumonary Housing Fee required: YES_ NO.a_ . (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Site Plan: ~D Zoning: 'tH !Jfl t 1147/)( . /~ !Yo DN/v ~ 0 tu/C/ [91:Jo Oc~' 1. Provide a fully dimensioned site plan -drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensioned setbacks and existing topographical lines. 2.. Provide legal d~cription of property, and assessor's ·parcel number. 1. 2. 3. 4. Setbacks: Front: Int. Side: Street Side: Rear: Lot coverage: Height: Parking: Required Shown Required Shown Required Shown Required Shown Required Shown Required Shown Spaces Required > 26 Shown ) ¥0 Guest Spaces Required Shown D D D Adcli'tional Comments ______________________ _ :OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER V /p::,vtl PLNCK.FRM I City of Carlsbad . · 94291 Fire Department , • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Thursday, December 15, 1994 Reviewed by: (1 . 6 ~ Contact Name Dennie Smith Address 5355 Mira Sorrento Pl Ste 750 City, State San Diego CA 92121 CBldg. Dept. No. 94-1573 Planning No. Job Name Callaway Golf ------------------ Job Address 2285 Rµthertord Ste. or Bldg. No. ____ _ ~ Approved -The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. D Disapproved -Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Heview 1st. __ _ 2nd __ _ 3rd __ _ Other Agency ID CFDJob#--'~94_2_9_1 __ File# ___ _ 2560 Orion Way • Carlsbad,. California 92008 • (619) 931-2121 '/ ~o i ()·. -,. • PRIME STRUCTURAL ENGINEERS 2614 Gianelli Lane Escondido, California 92025 Tel (619) 7 46-4611 STRUCTURAL CALCULATIONS fcf-:?fo ' ,' ,, i ! I V l I · ...... . r:- i l-~$ . fi..oo,~;\ tJ<; \. "2.:. LT wr CoNC.. r~ ,& . . ~ . ~, 'P1..wp '1..,3 -t"-<r /, 8 .Jt)1"'.,1~ '2,5 ~Al{.7, r,otf; ... .. &,,O ' /1/$<:.1-;J4fI'tH f->/¥? · 5,4 Pt.. 41.0 + B£A1A6 ·-z.,o 4-e,,o oo,o :5,, ,o . J ~ ;-'.) 7 ·_ • . ; ·f!>F f',sf Cg ,Jo6TS p7,; e 'lstfA"1..5 f5F Q ..JD1J:T.S f'$F C, i3~A;I{$ A . PRIME J0B7'.f-~<fc ;:;l STRUCTURAL DAT~ A':>~ ENGINEERS SHT_._L__ ' 1. I i i -: . ·..,·_ r. r ·<·l .. ;-·l l ; • 1 . I • I ' I , I I, .. ·. ' l l . ~ .• ' --f" I -_.,.4 ...... ~ .• ~~ l 1· ~ •, ..... H. f £ ~---S < ' ' -·"--I > -,,.... ·-~ ... ...,. CA~ ., JI) c.A-~E" .. .nc.) v M MA'tll r Zpoolt 3 ,. =--~6" = ~-f(p v= ',8-; M e /,~~-: . , ' . ~ : . ; . f1.-001<. JOI "'->T MAx T¼:iw"'"J @:}) it@) C A-s-e:-+-) V . ~ • .A PRIME JOB 4~ ~STRUCTU~ALDATE . ! ."'C>\':. 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STRUCTURAL DATE A;:>~ ENGINEERS SHT ~ L.. : J,$' ·. ::-it'-: iY./ .~ ~ ~ ~-01-· I '2. 4. I'?;, ( .wl) : <1 K, 04~ J ·... . . ~4,~ "r, L-=-'25 ., . .... I I -t,S w, ,.' =-~')Co~) ·t,J,-1..; ~ ~ ( • ~ io) . 2., .. . I • .tve.;-(1,:;J( .. ~).,. lva ~ =-(1,s( , o9g) = , ~.; = (1.s)(,o~) ,f1 I.. "" -Q,~)( ,o~c) • •. 074-~~ · i,./. , (2-o· rt F'.1)~' ~-=..-:::::..-=..-=..-v>_...;._1),~----_-_-_-_-_--"""~::::.::l wz. t 29 1 LJ I t )(J j,(i:). ..,,.,,----· ll -,--!I · II " 111 ii '' JI I 11 . . . .. -en, B-3 'I-. ~'2.. l 1~ p ·= (2,;' '{ ~" ') ( ,04"! ) • ,Olp~] .. It> .Pi = L, -~c~(.~to} ¼ ::. 2,21 D f?>o ~ ( + X f )( ,o4q) · =; ~~ = (:~ 1 )( ()(.~so). = 'P ~<F Ot. --:. ( z. o 1 ) ( 4o 1 )(, o ;; ) P~,~ '--'--~ (2-0 )( ·4-o"')( ,-012..) .. ~ = i . ..• -= , ·:o.-i. = I, ... ~ = ·, --7, ':>I l( ,?-4-] = -',,~1 k -£.f'l) =-'~ -. ._,,.,,.. {, f't.. = . 4-1.s k k V6,'Z. .. &9, 7 .A PRIME JOB "Tf-Mo . t~ STRUCTURAL DATE ;b'=. ENGINEERS SHT~ P. I?~ l'., Pa.. "ll \ .; flit ' . : C. --ZS. 12, t... ?,t>O s.at.. 9,G.->l.t. \'6.4- k ::: 141'·· t 4, i l.oL HT L.y "t--~z.i f! J ~t.'3 . ::: '5,7 I ~. '::>£~ C:oM f; O<.l1fuT t,.')(1 ';:>i'tr-1<; W24x<,'2 ---~ I 11 = 13-~ ,, ~ . 4 -i. I ~ 11~ 11 '--0" O,K. ';,Ifft Co1-1 f'u 1ER 00, f'or 1 e-x1siLN'f -r~ "1 >47 )('/ 4- I"? or-<.. , I I.< •• eii, ~-<-~ F'T~ l ~ ©.~(. . -• j - I , I / I • I •! .f • ::. (4Y4:')( ¥04~) .. -~I) ::~ rs:i1: P. .l-:. (4-)( Af )l '. o so)( ;Bo)· .:.·: , (sA4 )( ,80) =-2L ~~ :::: ~. '2.!$ It I ~-4J .,. k P,4,L.. = '1, '?l ~ .so = =7.~s i,.A. = 4DQ. t+."L A PRIME Joa.:!±_ ;::>.STRUCTURAL DATE A::>'e. ENGINEERS SHT~ . f rr, f1-~. iv~ ~..ti--@-JO f4--1 I ( I r. · lo1,.. .HT 1,.. ,.-e I? -<- 11 ~ 4~ -2l_o" [/ ,_ i¥z_" ~ 11 .. d 'S~f U)Mfv1fZ. CHJ7PtJT '-! /, : ~ ... :, t. I , ·l·' :,, -.. . : ·l . i --. i ., ~ /l-• • j i.; . . I R -(,o~ )( 4oz -t5o) = -zo,i6 • ,. • US€ 8oJLnJe: LoAD FA<:,7or.?. _tPD = 18,& I i... ~p -JG., f-o k I,. ~ i. 34-,'t k : Ai-:r~ ::: :,4,9 2~"$o -..-aoo .. ..... : , I lt ~-.,..._ ___ -----··-·------- . ' ~1 J ,{5.';j :::::. 4,t>'-l~·,, ~·f+ .. J S:>6(. 1.: -• . i I ' -! ' ; ! I BM B.-1 11 /23iS4 '34-340 . I\ PRIME JCJ 1 1 / '.{:!.. STRUCTURAL D:,,:: . ~·· 8Us1p12v1s0b4148TBEAM ANALYSIS PR06RAMs1p9v1s0b4148T SPAN LENGTH= 24,13 ft '' ...:...)'C,. ENGINEERS ... ,_... 1 (6. 43H3Us0p10. OOh 12v0s0b3T (Si1ple Span) UNIFORM LOADS (k/ft. & ft) wd wl Xi . -X2 . 0.429 0",43~ 0.-00 24.13 . REACTIONS (k} LOAD LEFT RIGHT Dead. 5.176 s.m. live 5,284 -·s:zs4 Total 10.460 :• 10.460 MAXIMUM FORCES V max = 10,46.k @ 0.00 ft.· M max = 63,10 kft@ 12.06 ft !- DEFLECTIONS (El = kin"·2) LOAD Defl (in) X (ft) Total 6613486/EI 12. 06 Live "'3341072/E( i2,06 Dead 3272420/EI .midspan Pos •. Moment J.u = 2, 00 ft Brace Spacing = 2.00 ft Sov, Deflection : Total= L/180 Required I = 142 in:~4 W 16 x 26 Fy = 36 ksi .-------- STRESSES (ksi) Fv = 14.40 fv = 2,67 19 Y. Fb = 23.76 fb = 19.72 B'; 'I '-' n DEFLECTIONS (in·) Total = 0.76 = L I 382 Live = 0.38 = L I 757 , Dead = 0.37 • ... •JI ;I I 1 •. 'I 94-340 B-2 11/15/94 94-i30 . 8Uslp12v1s0b4148TBEAM ANALYSIS PROGRAl1s1p9v1sOh4148T SPAN LENGTH= 25,00 ft (6.43)8Us0ol0.00h!2v0s0b3T <Simple Span) TRAP/UNIFORM LOADS (k/ft & ft) wd wl X1 X2 0,000 0.000 22.00 0.074 0.120 25100 0.163 0.200 o.oo 25.00 POINT LOADS (k & ft> Pd Pl X • 0.074 0.120 22.00 REACTIONS (k) ~LOAD LEFT RI6Ht Dead 2.051 2.209 live 2,522 · 2 • .778, Total "' 4.572 4.988', · l!AXIHUI! FORCES V max = 4,9'3 k @ 25,00 ft M max : '1!8,80 kft @ 12.&0 ft· DEPLECTIONS (EI = kinA2J LOAD Defl (in) X (ft) Total 3248513/EI 12.53 Live 1793742/Ei 12,53 Dead 1454764/EI midspan Pos. Momect Lu= 2.00 ft Brace Spacing = 2,00 ft 6ov. Deflection : Total = L/240 Required I= 90· inA4 . W 12 x 16 F y : 36 ksi • STRESSES (ksi) . Fv = 14.40 fv = 1,89 13 i. Fb = 23,76 fb = 20,21 85 i. DEFLECT IONS ( in) Total = 1.09 = L-/ 276 87 '/. live = 0.60 = L / 500 72 i. Dead = 0.49 t. i'1 Ji Ii I ',, . ii I ,ll . II 11 II ' 1, . /I ! ; 'I ., ,·1 I, 'f' . 94-340 B-3 11/15/94 94-130 A PRIME JCS~ £;~ STRUCTURAL DATE_ /-'=->~ ENG1NEERS SHT 8Us1p1Zv1s0b414BTBEAM ANALYSIS PROGRAMs1_p9v1s0~4148T SPAN LENGTH= 32,00 ft (6,43)8UsOp10.00h!2vOsCb3T (Simple Span) ~ POINT ~OADS Ck & ft) Pd Pl X 5,720 5.000 16.00 2,210 2.780 28.00 1.230 2.000 16-.00 1,230 2.000 22.00 ,. REACTIONS (k) LOAD LEfT Dead 4.136 Live 4.472 ' Total 8.608 MAXIHU!i FORCES RIGHT 6.254 7.307 i3.562 V max = .,.13.56 k @ 32.00 ft M max = 137;73 kft@ 16.00 ft DEFLECTIONS (EI= kinA2) LOAD ,.. Defl (in) X (ft) Total 21741040/EI 16.37 Live 11396569/EI 15.42 Dead 10338983/EI midspan Pos. Moment Lu= 2.00 ft . Br ace Spacing = 2. 00 ft W 24 X 62 Fy = 36 ksi STRESSES (ksi) Fv = 14.40 fv = 1.33 9 i. Fb = 23.76 fb = 12.62 53 % DEFLECTIONS {in) Total = 0.48 = L / 794 Live = 0.25.'=• L /1515 Dead = 0.23 1' •• ... i : . i l . STRUCTURAL TUBE COLUMN DESIGN (1,3) 94-340 · CALLAWAY RUTHERFORD H~_zz. COL C-2 LDf = 1.00 UNITS= INCH-KIPS U.O.N COL.HTS Lx= 11.13 FTS COL.Hrs Ly= 11.13 fTS ·LOAD FROM FLOOR ABOVE= O.OOKIPS PlD, PlL, el= 4,29 3.50 0.00 P2D, P2L, e2 = 8.27 6.75 0,00 P3D1 P3L, e3 = 0,00 .8,00 0.00 P4D1 P4L, e4 = 6.25 5,85 0.00 Nx= 0.00 INCH-KIPS My= 0,00 INCH-KIPS ~ Fy-= 46.60 KSI Cb =1,00 -Kx,Ky = 1.00., 1,00 Cax,Cay = 0,60 0,60 'Ir LOAD LOAD CASE 1 CASE 2 LOAD CASE 3 .. ;.-. LOAD .. CASE 4 PT= 34.91 22.31 31.41 28.16 !ix= 0.00 0.00 0.00 l'ly= o.oo 0.00 0.00 TS 4,0X 4.0X0,3125 WEIGHT= 14.83 LOAD CASE= l Fa= Hi.26 fa = 8.01 Fbx= 30,36 fbx= 0.00 Fby= 27,60 fby= o.oo 1A = 0.49 1B = 0.29 ..• per AISC L6-1a per AISC 1.6-lb 0.00 o.oo A PRIME JOB.J!;:1 "O STRUCTURAL DATE · ~ ENGINEERS tHT~ LOAD CASE 5 · 25,56 o.oo o.oo ., f1'(t ~t . ff ' •· . '· 1 ,, ' :l .• J STRUCTURAL -TUBE COLUKN DESIGN (1.3) 94.:.340 CALLAWAY RUTHERFORD NEZZ. LDF =. 1.00 UNITS= INCH-KIPS U.O.N COL, HJS Lx= 11. 50 HS COL.HTS 1:.y= 11.50 ns .. LOAD FRON FLOOR ABOVE= ,. P1D, P1L, el = 22.10 18.40KIPS 12.20:- 2.38 o.oo I. · · :P2D; P2L, e2 = 4;29 1 . · . , . . . · P3D, P3L, e3 = 0,00 ' y P4D, P4L, e4 = 6,25 · Nx= 0,00 INCH-KIPS Ky=' . o.~o INCH-KIPS Fy = 46.00 KSI Cb =1,00 . · Kx,Ky · = 1.00 . · · .· C1x,C1y = 0,60 LOAD .CASE 1 .PT= 69,59 Nx= i65,78 -Hy~ 61.32 ... 1.00 0.60 'Ir LOAD CASE 2 63.24 180.06 37.50 rs·1.ox 1.oxo.2soo . WEiijHI= n,42 . -LOAD CASE= . 4 . Fa_.= i2.64 fa= 10.20 Fbx= 30,36 fbx= 12.77 Fby= 27,&0 .. 3. 97- LOAD CASE 3 57.39 92.58 61.32 • · ·fby= 4.35 1A = 0,87 18,= 0,95 per AISC 1. 6-1a per AISC 1,6-1b BASE PL= 0,750 X 13,000 X13.000 6.00 6.QO· o.oo 6.00 LOAD CASE 4 67.21 180.06 61,32 LOAD CASE 5 53.42 92.58 37,50 _& PRIME Jo3~ rj ~STRUCTURALD~E __ ~'\':. ENGINEERS SHT Jj_ '' i ' I t t'. , .. l I:, r·· I·_ t' . :· '. t ' l I l 1. l . t j I I , I ! ' ., I . 1·· .,· ' . I I ·, ' . ; l ::·: . . '! :· ! l POOR QUALITY ORIGINAL S 4 \ .\ i L l ~-. !. , :··. ;;·;.,-: .. ;iliZ~i'~, \ . ~· '· i j<· ! •;·, •: .• •v ••' I. I . ' ' ',' . ~' l.'· .. ·:,~~(-·: ••. ' . ., -·· ;· ,., .,··-:. · .. ·,, '""- '·.! •. · .. , __ :, .'-,: .··-:\ ... ,·· 5 :,· .. .. $.'. __ . I , -_:.:.:.:.:.:.:.:.:.:.:..:..~· .... ~'_-~::.-·\ -~ ·\+----.------------.-----l-----,j;;->-----'-----* · .... ,· -._ .. :. .. -:· :. >~ .. ;. \. ,.-.·· -, ··· .. ::.· :, . ·. . -~ .' :r. •. ~ -:: ·-.: ... : .. · .. .•.· ,,.,,:·: '·:, ..... · .. :._:· .· . :'. ·;. ·~ I • J '.,.-.... ;: .. :-::.,. :i-. ·= .. : ~: ·. :. •" .. ', 2ND FLOOH' . ·· ..... ..... .. • I s tr-Y. 6~ 1/~ :,:t- ~ / ,. ,. (E.) ., / . . 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