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HomeMy WebLinkAbout2550 EL CAMINO REAL; ; CB081950; Permitz .. Y I _l 12-29-2008 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: MEIYEE YAM City of Carlsbad 1636 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit -No: CB081950 Building Inspection Request Line (760) 602-2725 2550 EL CAMINO REAL CBAD TI Sub Type:. COMM • : , 1670305000 Lot #: 0 ;. Status: ISSUED $25,000.00 Construction Type: 5B Applied: 10/17/2008 Reference #: Entered, By: RMA BANK OF AMERICA-ADD BANDIT Plan Approved: 12/29/2008 BARRIER AT TELLER LINE (BULLET PROOF PANEL) Issued: 12/29/2008 Inspect Area: Plan Check#: 392 N LE MAY CT 92867 626 757-2320 Owner: VONS COMPANIES INC <LF> KELLY RICHARD C TR ET AL C/O.HUGHES INVESTMENTS -MANAGER P O BOX 8700 NEWPORT•BEACH CA 92658 Building Permit $254.31 Meter Size Add'I Building Permit Fee $0.00 Add'I Recl. Water Con. Fee $0.00 Plan Check- $165.30 Meter Fee $0.00 Add'I Plan Check Feb $0.00 SDCWA Fee $0.00• Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $5.25 PFF (3105540) $0.00 -Park Fee $0.00 PFF (4305540) $0.00 LFM Fee $0.00 License Tax (3104193) $0.00 Bridge Fee $0.00 License Tax (4304193) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee (3105541) $0.00 BTD #3 Fee $0.00 , Traffc,Impact'Fee (4305541) $0.00 Renewal Fee $0,00 PLUS .BI'NG TOTAL $0.00 Add'I Renewal Fee $O.bo ELECTRICAL TOTAL,, $20.00 Other Building Fee . $0.00 MECHANICAL TOTAL $0.00 Pot. Water Con. Fee $0.00• Master.Drainage Fee $0.00 Meter Size Sewer Fee $0.00 Add'I Pot, Water Con. Fee $0.00 Redev Parking Fee $0.00 Recl. Water Con, Fee $0,00 Additional Fees $0.00 HMP Fee ?? TOTAL.PERMIT FEES $444.86 Total Fees: $444.86 Total Payments To Date: : ` $444.86 Balance Due: $0.00 B�L D NG PLANS IN STORAGE I FINAL PR- V L e InnPr.tnr• Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" oTfees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions:' You have 90 days from the date this permit was issued'to-prctesi imposition of these fees/exactions. If you protest them, you must follow the protest procedures set,foah in Government Code Section 66020(a), and -file the prbtest aiid any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3,32.030, 'Failure to fimel`yf°oliow thatprocedure 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 NOTAPPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any City of Carlsbad 1635 Faraday Ave., Carlsbad, CA 92008 76d-602-2717 / 2718 / 2719 Fax: 760-602-8558 Building Permit Application of caR< 1 D C'9L/FOR��P Plan Check No. Est. Value Plan Ck. Deposit Date -(&/ i JOB ADDRESS EL CAMINO REAL SUITE#/SPACE#/UNrr# 7N1,2550 6 . CT/PROJECT# LOT # PHASE # # OF UNITS # BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE OCC. GROUP J#BEDROOMS BANK OF AMERICA V N B DESCRIPTION OF WORK: Include Square Feet ofAffected Area(s) ADD BANDIT BARRIER (BULLET PROOF PANEL) AT TELL LINE TO AN EXISTING BANKING CENTER. EXISTING.USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE AIR CONDITIONING FIRE SPRINKLERS BANK BANK YES❑#, NO❑✓ YESM✓ NOM YES❑NOO CONTACTNAME (if Different Fom Applicant) MEIYEE YAM APPLICANTNAME MEIYEE YAM ADDRESS 392 N. LE MAY COURT ADDRESS 392 N. LE MAY COURT CITY STATE ZIP ORANGE CA 92867 CITY STATE ZIP ORANGE CA 92867 PHONE (626) 757.2320 FAX I PHONE (626) 767.2320 FAX EMAIL meiyeeyam@sbcglobal.net EMAIL meiyeeyam@sbcglobal.net PROPERTY OWNER -NAME CONTRACTOR BUS. NAME TO BE DETERMINED ADDRESS ADDRESS t 3AlVO "Albtl AA - CITY STATE ZIP CITY STATE ZIP Mni s to 410670 PHONE FAX PHONE FAX •R21.• 2. fj6Z-&I-05111p EMAIL EMAIL ARCH/DESIGNER NAME & ADDRESS STATE LIC. # STATE LICM CLASS CITY BUS. LIC.# PAUL "MORFORD C-19058 86, 11110 11 l4 {Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to. construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law {Chapter 9, commending with Section 7000 of Division 3 of the Bvilloeneity of not more than e) hundred s exe exempt therefrom, he j from, and the basis for the alleged exemption. Any violation of Section '7031.5 by any applicant for a permit subjects the applicant to a Workers' Compensation Declaration: I herebyaf im underpenaltyof perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit Is issued. My workers' compensation insurance carrier and policy number are: Insurance Co Policy No.?,N1c1 coo --5t 1501 Expiration Date y • i9 ' Oct This section need not be completed if the permit is for one hundred dollars ($100) or less. Certificate of Exemption: I certify that in the performance of the work for which this.permit is issued, I shalt not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an empioyerto criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, dame es as provided for in SeqWp 3706 of the Labor code, interest and attorney's fees. RE CONTRACTOR SIGNATURE DATE lZ• Z9.pU %CJi�%��C3t�OC4�Q C?l�G�CSGJ�LJi?O�p ... / hereby affirm that I am exempt from Contractor's License Law for 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). 1, 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). 1 am exempt under Section - Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement. []Yes QNo 2.1(have I have not) signed an application for a building permit for the proposed work. 3.1 have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): 4.1 plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone / contractors' license number): 5.1 will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address I phone / type of work): A!SPROPERTY OWNER SIGNATURE DATE LJ C , uMC Qt T0 G9 C 69q)Im OaoC 0030afmm tPlowo ve ow'%�1 Is the applicant or future building occupant required to submit a business, Ilan,, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presiey-Tanner Hazardous Substance Account Act? D Yes IJNo Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? [:]YesQ✓ No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? OYes I✓ No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 77, 77 I hereby affirm, that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (!)Civil Code). Lender's Name Lender's Address i certifythatI have read the application and statethatthe above Information is comectand thatthe Information on the plans is accurate. I agreeto complywith all Cityordinances and State laws relatingto buildingcensbuctlon. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANYWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 6d deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Oi6cial under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). .ESAPPLICANT'S SIGNATURE DATE A:5) f <% I ON of Carlsbad Flnai Building Inspection Dept: Building Engineering Planning CMWD St Lite Cire� D Plan Check #: Date: 03/17/2009 Permit #: CB081950 Permit Type: TI Project Name: BANK OF AMERICA-ADD BANDIT Sub Type: COMM BARRIER AT TELLER LINE (BULLET PROOF PANEL) Address: 2550 EL CAMINO REAL Lot: 0 Contact Person: FRANK Phone: 5627560214 Sewer Dist: CA Water Dist: CA .......................................................................................................................................................... Inspected Date By:. i ()i `��12(� Inspected:.3 LO� Approved ��� Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: ......................................... ..................... ........ ..................................... :............................................... Comments: N O O City of Carlsbad Bldg Inspection Request For: 03/17/2009 Permit# CB081950 Inspector Assignment: Title: BANK OF AMERICA-ADD BANDIT Description: BARRIER AT TELLER LINE (BULLET PROOF PANEL) Type: TI . Sub Type: COMM Phone: 5627560214 Job Address: 2550 EL CAMINO REAL Suite: Lot: 0 Inspector: Location: OWNER VONS COMPANIES INC <LF> KELLY RICHARD C TR ET AL Owner: Remarks: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Firtal Mechanical Comments/Notices/Holds ents Associated PCRs/CVs Original PC# CV020876 CLOSED Z-BANNER; CV040413 CLOSED Z-BANNER; Inspection History Date Description Act Insp Comments Requested By: FRANK Entered By: CHRISTINE Ail �-`T-30208-, THU U21415 Pit -0ARL5BAD-,EHG.1-NEEFJ% FAX -,NU.IN UULI 1111byZ ' SPECIAL MACTIONIR 0 M A DRESS 01ft-LEGAL DESCRIMON: D SAM PLAN, CHEW X NVIV18f,11: 900F or 6641 -eato it gg-tll� OW, 9 way j!9t*MA0Y'tbe.,9P MIT F), cortlify Apr, 1,1,1, V�.. resp o, br6 ,: mplby g.the special _gtahit6eVe, f record. Otisibl the. jdfo= the- ecttrr�s 'as-ieq4ired'- by c V BQ) -_S�Cti 4701J for -ins e1isted-ab � ave. ..prqgrpm-,as Ler quire abckO. 7 for record, cgrlifj tot I have Prepared th6 "followihs 11 - mop C'-1-9058, List -6fw&k.ro q 4ir ectimi: 4 ig special: : '. , 1 Soil i-,C filance-?nior to F6undafi6h inv-60 Waing ;Cnrlcrete, over,2500Sl Hi ?i tree Bolting: -:Vxp; Cl. r�ict�ral'Maaru C7pxayedw4nircFaranfin $ ecMod Other 0 DINI-iFtf. P div 4 espqasible fqr mspeca641ste&ab6Ve: Nati*0 of �1 , idia (S) 0�_P:am(syr' tile. apecial - -- ----- ... 3. Duties -of the special iropeotors for the work. listed above, ------------ ,eeiotI atthe -s:no t Its ed pmeot *.eirarederials for appTqvk1-- b68in rip, work on-e.ki th sl W , b PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB 08-1950 DATE10/22/8 ADDRESS 2550 El Camino Real RESIDENTIAL ADDITION- POOL/SPA MINOR (417,000.00) TENANT IMPROVEMENT RETAINING WALL COMPLETE OFFICE BUILDING VILLAGE FAIRE OTHER PLANNER CS DATE 70/22/8 ENGINEER 92� DATE � ,O IL•\ADMIN�COONTERIPIANNING/ENGINEERING APPROVALS Carlsbad Fire Department .0L V a L.f Li rd. COPY Plan Review Requirements Category: TI , COMM Date of Report:12-19-2008 Name: Address: Permit #: CB081950 MElYEE YAM 392 N LE MAY CT ORANGE CA 92867 Job Name: BANK OF' AMERICA-ADD BANDIT Job Address: 2550 EL CAMINO REAL CBAD �PLET The i e u have submittpedKor a e ua l con<Ctview to dete e com lianc carefully all c ached. Pleasereto this office foan approval. Conditions: Reviewed by: ,eti incomplete. At t 's time, the app ' ble codes anor st sary plans an • rspecific for Cond: CON0003145 [MET] Provide an exiting plan for the entire building including the second floor. office with 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. Please provide that square footage and occupant load of each room. Provide the new door -hardware schedule details and cut sheets. Please add note to floor plan: Delayed egress is not permitted. Within the scope of work, please remove the City of Pamdale and add the City of Carlsbad. Provide a key / card for the Bandit doors to go in the fire department Knox box. (please note on plans) Entry: 12/19/2008 By: df Action: AP Carlsbad Fire Department Plan Review Requirements Category: TI , COMM Date of Report:11-06-2008 Name: Address: Permit #: CB081950 MEIYEE YAM 392 N LE MAY CT ORANGE CA 92867 Job Name: BANK OF AMERICA-ADD BANDIT Job Address: 2550 EL CAMINO REAL CBAD BLDG. DEPT Copy Reviewed by: 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: CON0003145 [NOT MET] Provide an exiting plan for the entire building including the second floor. Please provide that square footage and occupant load of each room. Provide the new door hardware schedule details and cut sheets. Please add note to floor plan: Delayed egress is not permitted. Within the scope of work, please remove the City of Pamdale and add the City of Carlsbad. Provide a key / card for the Bandit doors to go in the fire department Knox box. (please note on plans,) Entry: 11/06/2008 By: D. Fieri Action: CO 4CORDCERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 520/2008- PRODUCER Garrett/Mosier/Griffith/Sistrunk Ins. Services THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 12 Truman ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Irvine CA 92620 HOLDER. THIS •CERTIFICATE DOES NOT AMEND, EXTEND OR (949,)559-6700 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. www.garrett-mosier.com 61384519 INSURERS AFFORDING COVERAGE NAIC # INSURED Excel Construction Services Inc. INSURERA: Redwood Fire & Casualty, Insurance Company 14109 Pontlavoy Avenue I INSURERC: Fe Springs CA 90670 I;V VftKAUtb THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM -OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ^DOI It= TYPE OF INSURANCE POLICY NUMBER POLICYEFFECTIVE POLICYEXPIRATION11& LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE PREMISES R occurU $ MED EXP (Any one person) $ CLAIMS MADE OCCUR PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG S POLICY PRO- LOC AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Per accident) $ HIRED AUTOS NON OWNED AUTOS PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ ANY AUTO $ AUTO ONLY: AGG, IEXCESSIUMBRELLALIABILITY EACH OCCURRENCE $ AGGREGATE $' OCCUR CLAIMS MADE $ $ DEDUCTIBLE S RETENTION $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE 4403008470-081" ' 3/1 /2008 3/1 /2009 WC STATU• 1 OTH- E.L. EACH ACCIDENT SFR 1,000.000 E.L. DISEASE - EA EMPLOYEES 1,000,000 OFFICERIMEMBER EXCLUDED? If Yes, describe under SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMIT S 1.000.000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS? VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Workers' Compensation Additional Employers Liability Limit: $1,000,000 (Accident- Policy Limit) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 301 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED -TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES.. ' 10 Days for Non -Payment of Premium AUTHORIZED REPRESENTATIVE Laura Olson `J ACORD 25 (2001/08) © ACORD •CORPORATION 1988 File Number: 908--3280 n "- r' TMUCTURAL CONSULTANTS" 44 STRUCTURAL CALCULATIONS a o For BANK OF AMERICA 2550 El Camino Real Carlsbad, CA 92008 (Carlsbad Main B.C.) CLIENT: SABIC Polymershapes Insulgard 1291 Rickett Road Brington, MI 48116 DATE: September 24, 2008 JOB #: 908-3280 �co Q,wcjF SS H l�N9l No.4124 9y 2 w m 10 '� cP T R N F �F CA1.�F0 REVISIONS DATE PAUES 3rTT. i THESE CALCULATIONS ARE THE SOLE PROPERTY OF }a'sdor, =1st':• ,_ -; • a', LANDMARK STRUCTURES INC., AND MAY NOT BE USED WITHOUT WRITTEN CONSENT. THE BUILDING `"c OFFICIALS SHALL NOT ACCEPT THESE CALCULATIONS UNLESS SIGNED BY THE ENGINEER OF RECORD. a 2600 E. PACIFIC COAST HWY., SUITE 130. LONG BEACH CA. 90804 T:(562)498-9166 . F:(562)498-9377 Email: landmarkstructuresinc@ sn LANDMARK STRUCTURES, INC. TEL: (562) 498-9166 PAGE: L S I 2600 E. Pacific Coast Hwy., Ste 130 FAX: (562) 498-9377 DATE: 09/24/08 Long Beach, CA 90804 EMAIL: land markstructureslnC JOB No: 908-3280 BANK OF AMERICA BARRIER --- The assumed load is either 1g or 50 PLF applied at approximately 6'. The barrier weighs about 8 psf per 1-1/4" thickness of material. 13.3 Seismic Demands on Nonstructural Components Soil site class = D Ss = 1.251 g Fa = 1.000 , SMS= 1.251 , SDS = 2/3(SMS) = 0.834 SI = 0.472 g Fv = 1.53 , SMl= 0.722 , SDI = 2/3(SM, )= 0.481 FP= 0.4aPSDSWP(1+2z/h) (13.3-1) (Rdlp) ap = 1 RP = 3 T-13.5-1 or 13.6-1 IP= 1.0 13.1.3 z= 8.5ft h= 8.5ft FP= 0.33Wp Max. FP= 1.6SDSI^ = 1.33Wp ',13.3-2) Min. FP= 0.3SDSIPWP = 0.25Wp '13.3-3) (Req'd) Fp = 0.33 Wp < 1" Wp (Assumed) Use assumed value 1g to design the barrier. LS1LANDMARK STRUCTURES, INC. TEL: (562) 498-9166 PAGE: 2600 E. Pacific Coast Hwy., Ste 130 FAX: (562) 498-9377 DATE: 09/24/08 Long Beach,,CA.90804 EMAIL: land markstructuresinc m JOB No: 908-3280 BANK OF AMERICA BARRIER --- The assumed load is either 1g or 50 PLF applied at approximately 6'. The barrier weighs about 8 psf per 1-1/4" thickness of material. a. Load SECTION: W Hj= 61 in, a= 52 in h= 40 in, b= 7 in Buttress, B= 22 in c= 32 in d= 29 in Glass, t= 1 3/8 in Weight, WgIass 8.8 psf (8 psf per 1-1/4" thk.) Trib. L= 98 in H B*Ht —0.5*(B—b)*a*12 Wt = Wgross * 12 + Wgtass * 144 L Wj= 51.86 plf at mid. Height of barriers. or WA= 50.00 plf at 6'-0" ht. SECTION: X . H2= 70 in, h= 31 in, Glass, t= 1 318 in Weight, W9iass 8.8 psf (8 psf per 1-1/4" thk.) W2= 51.33 plf at mid. Height of barriers. or WA= 50.00 plf at 6'-0" ht. b.. Steel Frame & Buttress Connection Shear: Trib. L= 98 in, Hj= 61 in d= 29 in, H2= 70 in W,= 51.86 plf, W2= 51.33 plf vmax. = 423.50 lb Tension: Dist. S1= 8 in, Tmax.= 1614.6lb WA= 50 plf <--- Control Steel frame: TS2x2xl/4" F=Tmax.xS/Z <= Fb= F= 16.86 ksi Use: (2) 1/2N) threaded steel rod w/ steel Hex Nut & Flat washer. *Capacity (ASD, p 4-3)= A36, 1/2" 0 Rod = 3.7 kips(=Ft*A) i--S 2--� 46 xl.33= 61 ksi OX LANDMARK STRUCTURES, INC. TEL: (562) 498-9166 PAGE: L 2600 E. Pacific Coast Hwy., Ste 130 FAX: (562) 498-9377 DATE: 09/24/08 i.ona Reach. CA 90804 EMAIL: land markstructuresi nc(a)mj JOB No: 908-3280 b. Steel Frame & Floor Connection Vmax= 423.5 lb Capacity (ICC-ES ESR # 1772) Vert, H= 70.5 in :3/4"-� Threaded rod anchor bolt Dist. S2= 18 in, Tmaz 1658.7 lb V= 4360 lb for 3-3/8" embed. T= 3865 lb for 3-3/8" embed. Use: (2) 3/4"{P Threaded Rod 3-3/8" embedment w/ simpson SET Epoxy (Special Inspection Required) c. Connection of diagonal brace to frame Tdiagonai= 386.2lb ,6= 1.148 rad= 65.77225 deg Use: 1/8" Fillet weld all around (Capacity of weld= 11 kips for 6" around) d. Connection of angle (Alternate) Max. T.Piift = 1659 lb, M = TuPiift*1.5in = Sreq M = _ (0.66).(36000 lb in ) • (1.33) S,� • 6 t,e9 2in = 0.486 in Use: 3/4" thk. A36 steel angle Bolt connection 2488 in -lb 0.079 .in3 Max. Tupiift = 1659 lb, M = Tupi;ft*3in = 4976 in -lb S,e9 M lb 0.157 in 3 (0.66).(36000 in2) (1.33) Use: TS2x2x1/4", Provided 5=0.766 in with 3/4"dia. A.B.x 3-3/8"embedment into concrete LANDMARK STRUCTURES, INC. TEL: (562)-498-9166 PAGE: L S I 2600 E. Pacific Coast Hwy., Ste 130 FAX: (562) 498-9377 DATE: 09/24/08 Long Beach, CA 90804 EMAIL: landmarkstructuresinc m JOB No: 908-3280 BANK OF AMERICA BARRIER --- The assumed load is either 1g or 50 PLF applied at approximately 6'. The barrier weighs about 8 psf per 1-1/4" thickness of material. a. Load SECTION: Y Hj= 65.5 in, a= 56 in h= 40 in, b= 7 in Buttress, B= 22 in c= 32 in d= 33.5 in Glass, t= 1 318 in Weight, W91ass 8.8 psf (8 psf per 1-1/4" thk.) Trib. L= 77 in El- *B*Ht-0.5*(B-b)*a*12 Wt = 'grass 12+ K'srass 144 L W,= 57.76 plf at mid. Height of barriers. or WA= 50.00 plf at 6'-0" ht. SECTION: Z H2= 74.5 in, h= 31 in, Glass, t= 1 318 in Weight, W9,ass 8.8 psf (8 psf per 1-1/4" thk.) W2= 54.63 plf at mid. Height of barriers. or WA= 50.00 pif at 6'-0" ht. b. Steel Frame & Buttress Connection Shear: Trib. L= 77 in, Hj= 65.5 in d= 33.5 in, H2= 74.5 in Wj= 57.76 plf, WA= 50 pif W2= 54.63 plf Vmax. = 370.61 lb <--- Control Tension: Steel frame: TS2x2xl/4" Dist. S1= 8 in, F=Tm x.xS/Z <= Fb= Tmax.= 1517.2 lb F= 15.85 ksi Use: (2) 1/2"(D threaded steel rod w/ steel Hex Nut & Flat washer. *Capacity (ASD, p 4-3)= A36, 1/2" 0 Rod = 3.7 kips(=Ft*A) h--S 2-1 46 xl.33= 61 ksi OX LS1LANDMARK STRUCTURES, INC. TEL: (562) 498-9166 PAGE: 2600 E. Pacific Coast Hwy., Ste 130 FAX: (562) 498-9377 DATE: 09/24/08 Long Beach, CA 90804 EMAIL: land markstructuresinC m JOB No: 908-3280 b. Steel Frame & Floor Connection Vmaz 370.608 lb Capacity (ICC-ES ESR # 1772) Vert. H= 72.75 in :3/4"4) Threaded rod anchor bolt Dist. S2= 18 in, Tm,t 1497.9 lb V= 4360 lb for 3-3/8" embed. T= 3865 lb for 3-3/8" embed. Use: (2) 3/4"(P Threaded Rod 3-3/8" embedment w/ simpson SET Epoxy (Special Inspection Required) c. Connection of diagonal brace to frame Tdiagonai= 338.0lb ,0= 1.148 rad= 65.77225 deg Use: 1/8" Fillet weld all around (Capacity of weld= 11 kips for 6" around) d. Connection of angle (Alternate) Max. Tplin = 1498 lb, M = T,Pi;ft*1.5in = M sfeg = _ (0.66).(36000 nb) • (1.33) 1 treg — sreg 6 = 0.462 in tin Use: 3/4" thk. A36 steel angle Bolt connection 2247 in -lb 0.071 in' Max. T„ Pi;ft = 1498 lb, M = T,,pin*3in = 4494 in -lb sreg M Ib 0.142 in' (0.66).(36000 1n2) • (1.33) Use: TS2x2x114". Provided S=0.766 in with 3/4"dia. A.B.x 3-3/8"embedment into concrete LANDMARK STRUCTURES, INC. TEL: (562) 498-9166 PAGE: L 2600 E. PACIFIC COAST HWY. STE 130 FAX: (562) 498-9377 DATE: 09/24/08 LONG BEACH, CA 90804 EMAIL: land markStructuresinC mS JOB No: 908-3280 STEEL TUBE BASE PLATE & ANCHOR BOLT (52" HIGH POST) (Security Door #1 & #2) a. Steel Tube Glass, t= 1 3/8 in Weight, Wgiass 8.8 psf (8 psf per 1-1/4" thk.) Trib. L= 61 in (Maximum Length) P9iass= 376.51 lb Applied load 50 PLF at 6' ht. Pappiied= 254.17lb P= 376.51 lb M= 1631.52lb-ft Fy= 46000 psi Sfeq'd= 0.484866 in' SPN'd = 1.35 in' Use: 21/2" x 21/2" x'/q" Thk Steel Tube b. Base Plate tp=2n v - f .f M fp= L*A fp = 177.9844 psi fy = 36000 psi tp = 0.210941 in L = 2.5 in A = 44 in' Use : 5 1/2 " x 8" x 3/81' Thk Base Plate c. Anchor Bolt Wall Ht. = 101 in Post Ht. = 52 in M = 1631.52 lb-ft d = 2.5 in T = C = 3915.7 lb per bolt TepoXyxl.33x0.8= 7523.544 lb (O.K.) Use: 3/4 "T A307 threaded rod with Simpson SET Epoxy (SPECIAL INSPECTION REQUIRED) 5 "embedment, I.C.B.O ER-5279, LARR-25279. Ft= 20000 lb/in`, Allowable strength of bolt. Tepoxy 7071 lb/bolt, epoxy bolt w/ 5" 2 embedment bond strength Tsteei= D 4 Ft = 8831.3 lb per bolt, steel bolt strength > T„ p,ift (O.K.) LANDMARK STRUCTURES, INC. TEL: (562) 498-9166 PAGE: L 2600 E. PACIFIC COAST HWY. STE 130 FAX: (562) 498-9377 DATE: 09/24/08 LONG BEACH, CA 90804 EMAIL: IandmarkStructuresinC mS JOB No: 908-3280 CONCRETE FOOTING & COLUMN EMBEDMENT (52" HIGH POST) a. Cantilever Column Footing Post= 21/2' x 2 %' x 1/4' Thk Steel Tube Post Ht. = 52 in P= 376.51 lb Depth= 2.63 ft (See Enercalc. calculation) Use 3.50 ft b. Column Embedment into Footing M= 1631.52 lb M= fb S = 0.35fc x bd2/6 d= M(6x12) 0.35 f , cb d= 8.193019 in Use 18" Embedment Printed: 24 SEP 2008 Description : Security Door#1 & #2 Code References: 2006 IBC 1805.7.2, 1997 UBC 1806.8.2.1 Pole Shape Circular Pole Diameter..... .. .... 18.0 in Calculate Min. Depth for Allowable Pressures Lateral Restraint at Ground Surface. Pole Diameter= 1' e",v; Allow Passive ..... . ......... .... 200.0 p Max Passive Passive .................... 1,500.0 psf i Controlling Values i Governing Load Combination: +D+0,70E+H i Lateral -Load 0.280 k Moment 1.2152 k-ft Restraint @ Ground Surface Pressure at Depth Actual 516.419-psf Allowable 516.419 psf Surface Retraint Force 972.866 Ibs -:.^x�i rc iy;7. �,a`n4.. ;"'.�=" .. ��:r•��'�'��'�9 ;'`, ;bv`i�, A'3 �kl�!'j� mil%S `.•..3:�. ,i 'u, .,�'v��x;s�: ,;� $/� y�; �Yx� ,qi nil ,R ii[rP�l ' •� ;' ' . • . ' 8��41`.;:;,rx. ;.:,,: s'�U' Footing Base Area 1.7671 ft"2 Maximum Soil Pressure 0.0 ksf Assumes pole is square Lateral Concentrated Load D : Dead Load Lr : Roof Live L : Live S : Snow W : Wind E : Earthquake H : Lateral Earth Load distance above Base Lateral Distributed Load k k/ft k klft k klft k kfft k wit 0.40 k loft k ktft 4.340 ft TOP of Load above ground ft BOTTOM of Load above ground ft Applied Moment k-ft k-ft k-ft k-ft k-ft k-ft k-ft Vertical Load k k k k k k k +D+L+H 0.0 0.0 0,13 U.0 u.0 +D+Lr+H 0.0 0.0 0.13 0.0 0.0 +D+0.70E+H '0.3 1.2 2.63 516.4 516.4 +D+0.75OLr+0.750L+0.5250E+H 0.2 0.9 2.38 469.2 469.2 +O.60D+O.70E+H 0.3 1.2 2.63 516.4 516.4 .LANDMARK STRUCTURES, INC. TEL: (562) 498-9166 PAGE: L, 2600 E. PACIFIC COAST HWY. STE 130 FAX: (562) 498-9377 DATE: 09/24/08 LONG BEACH, CA 90804 EMAIL: land markstructuresinC ms JOB No: 908-3280 _STEEL TUBE, BASE PLATE & ANCHOR BOLT (52" HIGH POST) (Security Door #3) a. Steel Tube Glass, t= 1 3/8 in Weight, W91ass 8.8 psf (8 psf per 1-1/4" thk.) Trib. L= 70 in (Maximum Length) Pgiass= 432.06lb Applied load 50 PLF at 6' ht. Pappiied= 291.67lb P= 432.06lb M= 1872.24lb-ft Fy= 46000 psi Sfeq'd= 0.556403 in' SPN'd = 1.35 in' Use : 21/2" x 2 1/2' x'/4" Thk Steel Tube b. Base Plate f tp =.2n f, r _ M f L*A fp = 204.2444 psi fy = 36000 psi tp = 0.225967 in L = 2.5 in A = 44 in Use: 51/2 it x 8" x 3/8' Thk Base Plate c. Anchor Bolt Wall Ht. = 101 in Post Ht. = 52 in M = 1872.24 lb-ft d = 2.5 in T = C = 4493.378 lb per bolt Tepoxyx1.33x0.8= 7523.644 lb (O.K.) Use: 3/4 "4) A307 threaded rod with Simpson SET Epoxy (SPECIAL INSPECTION REQUIRED) 5 " embedment, I.C.B.O ER-5279, LARR-25 7 . Ft= 20000 Win`, Allowable strength of bolt. Tepoxy= 7071 lb/bolt, epoxy bolt w/ 5" 2 embedment bond strength Tsteei= Ft = 8831.3 lb per bolt, steel bolt strength > Tupiift (OX) � � 1 LANDMARK STRUCTURES, INC. ThL: (:6U) 4Y S-`J100 rNV G: L I 2600 E. PACIFIC COAST HWY. STE 130 FAX: (562) 498-9377 DATE: 09/24/08 LONG BEACH, CA 90804 EMAIL: IandmarkstructuresinC mS JOB No: 908-3280 CONCRETE FOOTING & COLUMN EMBEDMENT (52" HIGH. POST) a. Cantilever Column Footing Post= 2'/2' x 2'/2' x'/4' Thk Steel Tube Post Ht. = 52 in P= 432.06lb Depth= 2.75 ft (See Enercaic. calculation) Use 3.50 ft b. Column Embedment into Footing M= 1872.24lb M= fb S = 0.35fc x bd2/6 d _ M(6X12) 0.35f, �b d= 8.776636 in Use 18" Embedment Printed: 24 SEP 2008 Description : Security Door #3 :Generaf'!n%.rnlatio�i=� �� � �: •- .� ,:- �:. _ _, Code References: 2006 IBC 1806.7.2, 1997 USC 1806.8.2.1 . _; _ _ Pole Shape Circular Pole Diameter ..... ... .. 18.0 in Calculate Min. Depth for Allowable Pressures,,, Lateral Restraint at Ground Surface Pole Diameter =1'-6" •^� �-��� "•iY� Allow Passive .................. 200.0 Pcf Max Passive ................... 1,500.0 psf Lateral Concentrated Load Lateral Distributed Load D : Dead Load k k/ft Lr : Roof Live k k/ft L : Live k klft S : Snow k klft W : Wind k kift E : Earthquake 0.440 k klft H : Lateral Earth, k klft Load distance above Base 4.340 ft TOP of Load above ground it BOTTOM of Load above ground ft Applied Moment k-ft k-ft k-ft k-ft k-ft k-ft k-ft vertical Load k k k k k k k +D+L+H 0.0 0.0 0.13 0.0 0.0 +D+Lr+H 0.0 0.0 0.13 0.0 0.0 +D+0.70E+H 0.3 1.3 2.75 533.1 533.1 +D+0.750Lr+0.75OL+0.5250E+H 0.2 1.0 2.50 484.3 484.3 +0.60D+0.70E+H 0.3 1.3 2.75 533.1 533.1 I CB08195O 2550 EL CAMINO REA L BANK OF AMERICA-ADD BANDIT BARRIER AT TELLER LINE (BULLET PROOF PANEL) 4�21Z, 7Ai" 40 L Building I 1 Planning T Fire Health / F.O.G. HazMat(Air Ouali -Building Planning A- School Y •N CFD Y- N ' PFF y ; PE&M y 1 Special insp. y Fire y Sewer y Fees Complete Application & Related Docs. Complete ,