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HomeMy WebLinkAbout2550 EL CAMINO REAL; ; CB920991; PermitB U I. L D I N G PERMIT 10/02/92 10:14 Page 1 of I Job Address: 2550 EL CAMINO REAL Permit Type: INDUSTRIAL TENANT IMPROVEMENT Parcel No: Valuation: 30,000 Construction Type; VN suite: Lot#: Occupancy Group: B2 Reference#: Description: ADD 2 ATM'S + NIGHT DROP Appl/Ownr : HALBERT CONSTRUCTION 4569 MISSION GORGE P SAN DIEGO, CA 9212,G- Permit No: Project No: Development No: F564 10/1)21"912 0001 014. CI-PRMT CB920991 A9202100 02 311-00 Status: ISSUED Applied: 09/18/92 Apr/Issue: 10/02/92 Validated By: DC 619 584-2430 ee-Collected & Credits Fees Required --------------------- ---------------------- Fees: a.00 Adjustments: To. .00 c�" 185.00 ,'Oo -'al a To� Total Fees: V al ne,�, �Ie 311.00 Fee description it? Un -1'nil� Ext fee Data - - - - - - - - - - - - - - - - - - - - - - - - - - - Building Permit O -7 0 285.00 -T Plan Check 0 185.00 Strong Motion Fee A 6.00 BUILDING TOTAL -476.00 Enter "Y" for Elec�ric Iss� e Pe 10.00 y Enter "Y" for Rem d 1 10.00 y ELECTRICAL TOTA L% 0 20.00 INCORPORATED 1952 CITY OF CARLSBAD -1. 2075 Las Palmas Dr., Carlsbad, CA 92009 (619)438-1161 �cr q a q .J PLAN CHECK NO. 4!z " 5W PERMTr APPLICATION City of Cartsbad Building Department )•' 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 1. PERM11' TYPE A - VIMmmercialNew Building Kienant Improvement B - ❑ Industrial ❑ New Building ❑ Tenant Improvement C - ❑ Residential ❑ Apartment ❑ Condo ❑ Single Family Dwelling ❑ Addition/Alteratior ❑ Duplex ❑ Demolition ❑ Relocation ❑ Mobile Home ❑ Electrical ❑ Plumbing ❑ Mechanical ❑ Pool ❑ Spa ❑ Retaining Wall ❑ Solar ❑ Other 2. PROJECT 1 W fl -A L2uuamg or Nearest Cross Street ❑ 2 Energy Calcs 'W2 Structural Calcs ❑ 2 Soils Report ❑ 1 Addressed Envelope EST. VAL�� PLAN CK DEPOSIT %c / VALID. BY j7G DATE. L746 09.11 1V- 0001.1 01. 92 FOR OFFICE USE ONLY rs •�+T� `j�k'1'2. -it ! G_1 _ Qlno - DESCRIPTION OF WORK HiJ. J ^I vvl---s •T ry i o 7y 1 -1..;wA.N V7-20 ) I 16 K—,> SQ. i # OF STORIES NO Q1Tt-J(�L CIL FEAMN kildifferent from applicant) NAME '' ADDRESS STATE ZIP CODE DAY TELEPHONE NAME-Bgj_4 '� /SCUP _ ADDRESS ) 0223 `V'942ft C,-94J Gc 4ff 14 STATE a0hnw [ cir Arr)lv=1 Cam- DRESS t14,_ �rl /.SH TUtA L�- CITY 5fjlA 0) y 60 STATE C� , ZIP CODE /� Z1Z� , N j G�- COOWS'�-�+i t44 ADDRESS �75Gv1 CITY Gqk `Dj96'4 STATE C-P�, ZIP CODEq 2-7 STATE LIC. #,-J bvD LICENSE CLASS 5: DAY TELEPHONE c 101) ,SbCl -- 01ct so� 2160 2A 3 DAY TELEPHONE 61 Z.30 ^ 5O 6 % Y,115S1b1� G��R.Z+�cp�L.F3L, SL�1 DAY TELEPHONE (6 [ i) CITY BUSINESS LIC. # D SIUNER NAMJ ice! �!s ti�-1 �l� Alilixnba 10223 CITY �� ''V6 0 STATE '� , ZIP CODE 21 r 6A DAY TELEPHONE 5- (01-)5 STATE LIC. # C-- 2-0 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, Lab. C). e ta'L1 rbQA-4•1 A I tN ism f'r-7 C-I.- .. - _ - - - - . ...,.. _ to the Workers' Compensation Laws of California. SIGNATURE DATE ner- ui er Declaration: hereby affirm that am exempt from a Contractor's tense w or the following reason: ❑ I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's license Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). [7 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 Law (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 BUILDING FERMI- -1— Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley -Tanner Hazardous Substance Account Act? ❑YES ❑NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? ❑ YES ❑ NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? ❑ YES ❑ NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OOCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF TILE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT ereby affirm that there is a construction -lending agency for the performance of the work for which this permit is issued -(Sec 3097LI) Clvll Code). LENDER'S NAME LENDER'S ADDRESS relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LJABUTI7ES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA. An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become,null and void if the building or work autho ' by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is s ed o abandoned at y t me fter the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). APPLICANT'S DATE: y CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB920991 FOR 12/29/92 DESCRIPTION: ADD 2 ATMIS + NIGHT DROP TYPE: ITI JOB ADDRESS: 2550 EL�CAMINO REAL APPLICANT: HALBERT CONSTRUCTION CONTRACTOR: OWNER: REMARKS: MH/ROBERT/979-1228 PAGER SPECIAL INSTRUCT: TOTAL TIME: --RELATED PERMITS-- PERMIT# TYPE CB890743 ELEC- CB890810 MECH- CD LVL DESCRIPTION 19 ST Final Structural 39 EL Final Electrical INSPECTOR AREA MP PLANCK# CB920991 OCC GRP CONSTR. TYPE NEW STR: FL: STE: PHONE:: 619 584-2430 PHONE: PHONE: V INSPECTOR STATUS EXPIRED EXPIRED ACT COMMENTS ***** INSPECTION HISTORY *-**** DATE DESCRIPTION ACT INSP COMMENTS 102.192 Ftg/Foundation/Piers AP MP 102192 Frame/Steel/Bolting/Welding AP MP 10209-2 Ftg/Foundation/Piers AP MP 102092 Frame/Steel/Bolting/Welding AP MP 13 12/28/92 INSPECTION HISTORY LISTING FOR PERMIT# CB920991 DATE INSPECTION TYPE INSP ACT COMMENTS 12/29/92 Final Structural RI RI MH/ROBERT/979-1228 PAGER. 12/29/92 Final Electrical RI RI MH/ROBERT/979-1228 PAGER 10/21/92 Ftg/Foundation/Piers RI RI MH/ROBERT/ 10/21/92 Ftg/Foundation/Piers MP AP 10/21/92 Frame/Steel/Bolting/Wel RI RI MH/ROBERT/ 10/21/92 Frame/Steel/Bolting/Wel MP AP 10/20/92 Ftg/Foundation/Piers RI RI MH/ROBERT/979-1228 10/20/92 Ftg/Foundation/Piers MP AP 10/20/92 Frame/Steel/Bolting/Wel RI RI MH/ROBERT/979-1228 10/20/92 Frame/-Steel/Bolting/Wel MP AP HIT <RETURN> TO CONTINUE... ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) Z60.1468 DATE: �} — %L I,J APPLI 'T T TCTIOO JURISDICTION: ��I / 5 �O _ PLAN CHECKER ❑ FILE COPY PLAN CHECK NO: -9 SET: [-UPS []DESIGNER PROJECT ADDRESS: PROJECT NAME : A 7 /• /_ / 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 jurisdic.tion's building codes when minor deficien- cies identified 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 Corp. until corrected plans are submitted for recheck. ❑The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. ❑ The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. ❑ Esgil staff .did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone n ❑ REMARKS: Enclosures: ❑.GA ❑ CM Date�� �gurisdiction Prep re by p Bldg. Dept. VALUATION AND PLAN -CHECK FEE (p Esgil BUILDING ADDRESS APPLICANT/CONTACT PHONE NO. BUILDING OCCUPANCY 13 2-- DESIGNER PHONE TYPE OF CONSTRUCTION t/ `� CONTRACTOR PHONE BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE, Air Conditioning Commercial Residential Res. or Comm. Fire Sprinklers Total Value �514 -� �S� k130 aD 1 Building Permit Fee $(n _ Plan Check Fee $ $ 76? 85 COM MENTS: SHEET % OF_� 1 12/87 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CBDATE���� S ADDRESS '�� . ZZ RESIDENTIAL RESIDENTIAL ADDITION MINOR (< $10,000.00) OTHE TENANT IMPROVEMENT PLAZA CAMINO REAL VILLAGE FAIRE COMPLETE OFFICE BUILDING PLANNER DATE 7 ENGINEER- Sa 2CH EDE-L DATE 22 SEP 92- C:\WP51 \FILES\BLDG.FRM Rev 11 /15/90 LAW OT uartsaaa 92204 Fire Department Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Friday, September 25, 1992 Reviewed by: tV Contact Name Ben Fischer . Address 10223 Vera Cruz Court City, State San Diego CA 92124 Bldg. Dept. No. 92-991 Planning No. Job Name Bank of America Job Address 2550 El Camino Real 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. ❑ 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 Review 1 St 2nd 3rd Other Agency ID CFD Job# 92204 File# _ 2560 Orion Way Carlsbad, California 92008 0 (619) 931-2121 _ �•a.:�;t ,•�; :�s �.a� ,fig «, w9 ��;;t� ° w -Vf 111,pan :,is - ,•> .` '..Y `" 'k�'��v+..� �z o� - - 1����:ShS`?.� - %,Y'%:}W .�r.��, �����tif. �-a�i«SI��F...a•�•r �W, 5-^t•a. - :.HOROWITL4TAYU i•viriiirt!`1i7TT7'fl � T f PROJECT: J elm- Q�pFESS1p�,�` CONCRETE STRENGTH AT TWENTY EIGHT -DAYS: F0� _ PSI MASONRY: GRADE "N" CONCRETE BLOCK F' M = PSI cej, 0 O Z MORTAR: TYPE S 1800 PSI W Xp 3 rn rn E GROUT: 2000 PSI CZ - REINFORCING STEEL: A-615 GRADE 40: #5 AND LESS (U.O.N.) IVI �Q GRADE 60: #6 AND LARGER STRUCTURAL STEEL: A 36 -qOF C A`��C� LUMBER: DOUGLAS FIR -LARCH JOISTS #2 BEAMS AND POSTS #1 STUDS CONSTRUCTION OR BETTER SEISMIC FORCE: L83 tJ REPORT BY: GOrNJ 7'YA� DE62 fie �� WIND FORCE: ZS REPORT NO.: ¢ ZZ - SOIL PRESSURE: DESIGN TOADS: ROOF DEAD LOAD FLOOR AD rDAD WALL DEAD LOAD SLOPING FIAT II�T EXT. ROOFING FLOORING IN'IEMUK N YAW PLYWOOD PLYWOOD EXTERIOR , 16 PSF JOISTS JOISTS INSUL. & CLG_- INSUL. & CLG. MISC. - MISC. TOTAL TOTAL = Ne g �>Q ROOF L.TVF IDAD FLOOR LEVE LOAD --- SLOPING G INTERIOR 40 PSF FLAT BALCONY 60 PSF (U.O.N.) EXIT WALKWAY 100 PSF These calculations are limited only to the items induded herein, .selected by the client and do not imply approval of any other portion of the structure by .this office. These calculations are not valid if altered in any way, or not accompanied by a wet stamp and signature of the Fmvineer of'Record. - a = Ida e ............... ..:::::: q ��, C�' .:._ A,N mv)i . rFim rr-n AZZI . FAX (61M SFdLojm? i 2 i - { � e • till , , -- —-'--_�__ '�.3..G_GG_._:__J��� �o _Gp,.JE,�c� �2�'_�✓�r.� �"lz..-�t��Z'1�� ---- -� --- LL-- - - --- b) ,��c� EinP��tcE �nTi►taN� z�_,4G�/., �_ w_ ��?ic�'"���aJ - --- -----� - - -- _ __.____ i � �- ��� -- NL`� L�/� GEN�g� 2`..© !l�/�G.c c_"�1_�>�� -- • -- -- ,_ rs.. _._•.�s:aroY.aR+'yhwi�.5'a.a'_..]•4n:.h !'.ao14s'^„T`.w-n ,"^ i - ' ` _ - - - - i f t .+ ." � F � �� i = i ( � � ( f � i i I � ! i 1 f � ! f i f �• i� ' ' 1 l. I i I l�' —� �,o,o � z�i`�- � � - Nam✓ � Zvi 1 �tt i I s{ i � � i i � � i � HORO.WITZ, TAYLOR ENGINEERING Title : 3934 Murphy Canyon Road Suite A100 Scope : -rSan Diego, Ca. 92123 Number: PH., -(619) 560=4383 Misc FAX (619) 56.0-8842 Dsngr Date:31-Aug-92 ------------------------------------------------------- CONCRETE RECTANGULAR & TEE BEAM DESIGN Page DESCRIPTION >> ---=------ BEAM DATA ---------- ------------ -DESIGN DATA ----------- SPAN 10 ft f'c = 3,000 psi BEAM DEPTH = 28 in Fy, = 40,000 psi BEAM WIDTH = 12 in SEISMIC ZONE (0=wind) = 4 'T' FLANGE THICK. _ in COMBINE LL & ST ? N y/n FLANGE'BOTH,'SIDES ? N y/n CONCRETE WEIGHT = 145 pcf WEB SPACING-- � — - ft I INCLUDE BM., WT. ? n y/n ---------- END CONDITIONS ---------- STIRRUP AREA = in-2 Fix = 2 ... LEFT >> 1 << Eff, Slab.Width = 12 in Pin = 1 ... RIGHT >> 1 << --- REINFORCING --- ----- CENTER --------- LEFT --------- RIGHT -------- BOTTOM TOP TOP BOTTOM- TOP BOTTOM LAYER #1... COUNT: 2 2 2 2 2 2 SIZE: 5 5 5- 5 5 5 'd' : 24 3 3 24 3 24 in LAYER #2... COUNT: SIZE: Idl : in ---------------------------- APPLIED LOADS ----------------------------- Dead Live Short Location TRAPEZOIDAL: ------- ------- ------- Start End #1: Load @ Left = klf " @ Right= #2: Load @ Left = @ Right= DISTRIBUTED: #1 = 1 klf 10 ft #2 = it #3 = if POINT: #1 = kips ft #2 = #3 = #4 = #5 = MOMENTS: #1 = ft-k ft #2 = it. ------- SUMMARY ---------------------------- Mn*Phi : Center = 47 Mu Center= it Left = 47 itLeft = it Right = 47 itRight = Vn*Phi: Left = 26.8 Vu Left = Right = 26.8 ifRight = 9-1 --- 9-2 --- 9-3 ---- 18 18 ft-k'I 3.7 3.8 k 3.7 3.8 k ..-Reactions-(k).. ......... Deflections (in) ...... Left Right Up @ X-Dist Down @ X-Dist DL+LL+[Bm Wt] = 10.00 10.00 ft DL+,LL+ST+[Bm Wt]= 5.00 5.00 0.000 10.00 -0.003 5.00 ft Z HOROWITZ TAYLOR ENGINEERING Title : 3914 Murphy Canyon Road Suite A100 Scope : San Dego,'Ca. 92123 Number: PH. (619) 560-43,83 Misc FAX (6.19) 560-8842. . Dsngr : Date:31-Aug-92 CONCRETE RECTANGULAR & TEE BEAM DESIGN Page -------------------- Stirrup Requirements-: Dist. -> 1.3 2.5 3.8 5.0 6.3 7.5 8.8 ft Spacing->999.00 999.00 999.00 999.00 999.00 999.00 999.00_ in ....... Using Max. V @ 100th points from any ACI-factoring ADDITIONAL Optional Location = ft ....(enter 0.0 for maximums) Neutral Axis_ = 4.22 in I : Gross = 21,952 in-4 I : Cracked = 2562 in-4 E : Elastic Mod. =3.1E+06 psi Fr : 7.5*(fc)".5 = 410.8 psi Z:Cracking = 109.9 ksi DEFLECTION DATA ----------------- ......... Using Service Loads Only Mcr: Cracking = 53.7 ft-k Ms:Max DL+LL. R1 = (Ms:,DL+LL)/Mcr = Ms:Max DL+LL+ST = 12.5 ft-k R2 = (Ms:DL+LL+ST)/Mcr= 4.294 I:eff... Ms(DL+LL) = 21,952 in-4 I:eff... Ms(DL+LL+ST) = 21,952 " . STATIC SECTION ANALYSIS For Evaluation of 'Mn' Moment Capacity: Center Left Right X Neutral Axis = 1.91 1.91 1.91 in a = beta * x = 1.62 1.62 1.62 " Compression in Concrete = 49.593 49.5932 49.5932 kips Sum [Steel comp. forces] _ it Tension in Reinforcing = -49.6 -49.6 -49.6 " To Determine Mn, Use... Sections w/Tension Steel Only ---->> Mn = T * (d-a/2) With Tension & Compression --» Mn = Cc * (d-a/2) + Sum(Cs*(d-d') For Evaluation of Max. As For Ductile Failure_: X-Balanced = 16.44 16.44 16.44 in Xmax = x * max = 12.33 12.33 12.33 " a -max = beta*Xmax = 13.97 13.97 13.97 " Compression in Concrete = 320.7 320.7 320.7 kips Sum [Steel comp. forces]' = 23.2 23.2 23.2 " Total Compressive Force = 343.9 343.9 343.9 " As Max.= Tot Force / fy = 8.60 8.60 8.60 in 2 HOROWITZ TAYLOR ENGINEERING Title : $914 Murphy_ Canyon Road Suite A100 Scope : San Diego, Ca. 92123 Number: PH. (619) 560-4383-1 Misc . FAX (619) 560-8842 Dsngr : Date:31-Aug-92 AISC BASE PLATE DESIGN Page ------------------------------------------------------------------------ DESCRIPTION-/S >> ----- DESIGN DATA-----------------------------------------------------� AXIAL LOAD kips 0.20 0.20 X-X AXIS MOMENT ft=k 28.56- 28.56 AISC SECTION NAME ---->> TS12x4x1/TS10X5X3/ . None None None BOLT CAPACITY k ## BOLTS PER SIDE BOLT AREA in ...DIST. FROM PL EDGE in BASEPLATE HEIGHT in " WIDTH in SUPPORT PIER'HEIGHT in If It WIDTH in f'c psi Fy ksi LOAD DURATION FACTOR AISC SECTION DEPTH in .....FLANGE WIDTH in, .....FLANGE THICKNESS inl .....WEB THICKNESS in, ------ PLATE DESIGN -----= MIN. REQ'D THICKNESS in Plate Analysis Type # Actual Bearing psil Allowable: Per ACI 10415 Per AISC 1.5.5 Max Plate Capacity for Allowable Bearing k 10 10 1 1 0.7854 1 0.7854 2 2 20 18 5.5 5.5 24 22 6 6 3,000 3,000 36 36 1.33 1.33 12.00 10.00 4.000 5.000 0.250 O:325 0.500 0.650 3,000 3,000 3,000 36. 36 36 1.00 1.00 1.00 ----------=---------------------------------- 1.18 1.28. 1 1 1,354 1,645- NO GOOD! 2,042 2,061 1,598 1,613 175.8 159.6 /,LsE 7s /Zx �x i lax ZOyx ----- PLATE ANALYSIS ---->>> Use If Actual Thickness Varies From Min. -- ACTUAL PLATE THICKNESS in Max. Allow Plate Fb ksi- 35.91 35.9i Actual fb 11 3 ,r , 1 1 1 j t I a i � T----�- � • i I IJ I i j 1 1 i G. c'W �C �• �� f r ` ' 4 - ' � i f .OJT , P ; 7128,-� YIsANx 917e�, - 4 Z: l�zg � 3.Z6S ��G�Z � Z ?�•s �-` ���A-�- i � i � � , _ Al , Fad, iQ� � . 2�4,u � �'' = 2�. ¢Z ``-/�^� . • -- -- - - •jle __.___ � �—_--_._-•___�___----------_ ` _-_____:.__.—._-�t . 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