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HomeMy WebLinkAbout1145 CARLSBAD VILLAGE DR; ; CB950111; PermitBUILDING PERMIT Permit No: 07/01/96 11:03 Project No: Page 1 of 1 Development No: Job Address: 1145 CARLSBAD VILLAGE DR Suite: Permit Type: COMMERCIAL TENANT IMPROVEMENT Parcel No: 156-180-26-00 Lot#: Valuation: 0 Construction Type: Occupancy Group: Reference^: Status: Description: ADD CARWASH AND CONVERT TO Applied: : STORE Apr/Issue: Entered By: Appl/Ownr : TAGUE, SUSAN 619 278-1161 3665 RUFFIN ROAD #230 SAN DIEGO, CA. 92123 CB950111 A9500131 VN PENDING 01/16/95 MDP *** Fees Required ******Fees Collected & Credits *** Fees: 369.00 Adjustments: .00 Total Fees: 369.00 Fee description Total Credits: Total Payments: Balance Due: Units Fee/Unit .00 369.00 .00 Ext fee Data Other * BUILDING TOTAL 369.00 369.00 PLNCK F 369.00 Cfcfe JOB NO. SH769 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 I PERMIT TYPE From List 1 (see back) give code of Permit-Type CT1 For Residential ProiectsJDnly From List 2 (see back) give Code of Structure-Type N/A Net Loss/Gam of Dwelling Units N/A PLANWiECKNO. ^ " ill PLAN CK DEPOSIT VALID BY DATE pE PROJECT INFORMAI1ON Address -^ Cflrlgb d Vlll Building or Suite Nearest Crls S?re^P PlCO *™™* LEGAL DESCRIPTION Lot No Subdivision Name/Number 0306 01/16/95 OOOi 01 02 C-PRHT 369-00 FOR OFFICE USE ONLY TTo~ Unit No OHO. BULUW II- MUHMriTEL) Energy Calcs [%2 Structural Gales D 2 Soils Report 1 Addressed Envelope y ASSESSOR'S PARCP! DESCRIPTION OF WORK t SQ FT CCA-'^^r UUP C-M&lr'^ (JLUMiAUl PERyJH (it dillerent Irom applicant; NAME (last name first) CITY STATE / EXISHNGUSE*7 Ao£J STORIES one * ADDRESS ZIP CODE Service Station * OF BEDROOMS DAY TELEPHONE PROPOSED USE Conv. Sfnrp # OF BATHROOMS Three NAME (last name first) m ,-,Tague, Susan CITY San Dieao STATE CA ADDRESS 3665 Ruffln Road Ste^ #230 ZIPCODE 92123 DAYTELEPHONE fi1Q/27R-1 15 PttoPKftTY OWNKft NAME (last name first) Shell Oil Company ADDRESS 511 N. Brookhurst St. CITY Anaheim STATE CA ZIP CODE 92803 PAY TELEPHONE 714/520-3486 D UUN 1 KAC IUK NAME (last name first) CITY ADDRESS STATE STATE LIC # ZIP CODE LICENSE CLASS DAY TELEPHONE CITY BUSINESS LIC # NAMt Uast name Iin,t) ^ .iaiL. CITY San Diego si ATE C & Associates ZIP CODE 92123 3665 Ruffin Road Ste. #230 DAY TELEPHONE27R-1 1 61 STATE LIC # r|-]/] 7 WORKERS^ COMPENSATION Workers Compensation Declaration I hereby affirm that I have a certificate of consent to self-insure issued by the Director of Industrial 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) INSURANCE COMPANY POLICY NO EXPIRATION DATE Certificate or Exemption I certify mat in the performance ot the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California SIGNATURE DATE 8 OWNLR-BUILDLR DECLARATION Owner-Builder Declaration 1 hereby aiiirm that I am exempt Irom the Contractors License Law lor the lollowing reason D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of safe ) D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) D 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, poor 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 THI<J SECTION FOR NON-RESIDENTIAL BUILDING" PERMITS <mv Is the applicant or future building occupant required to submit a business plan, acutely hazardous malenals registration form or nsk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? g YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control distnct or air qualify management district? D YES £] NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES Q NO IF ANY OF TI IE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS TIIE APPLICANT HAS ME! OR IS MEETING TIIE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POL1UT1ON CONTROL DISTRICT 9 mNymUCTION LKNI1INC! AtillNCY I hereby ai firmthat there is a construction lending agency tor the performance ot the work tor which this permit iiHssued tSec 3097tTTCivil Code.) LENDER'S NAME LENDER'S ADDRESS APPLICANT ,__1_n_T^_^]1 certify that 1 have reaTThe application and state that the above information is correct I agree to comply with all City ordinances 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 AIJSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST All. LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CTIY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSIIA- An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stones in height Expiration Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time/aftei^trie^v/ork is commenced for a period of 180 days (Section 303(d) Uniform Building Code) APPLICANTS SIGNATURE ff.. - -n .^AiJJ ^ ISy/Jl J / DATE ^Hgf WHITE. Fife^YfflJ.OW- Applicant PINK: Finance DATE: 12/14/95 TO: TAGUE, SUSAN 3665 RUFFIN ROAD #230 SAN DIEGO, CA. 92123 PLAN CHECK EXPIRATION PC# CB950111 DATE: 01/16/96 ADDRESS: 1145 CARLSBAD VILLAGE DR You have applied to have your plans checked on the date shown above, and you have not obtained your building permit. The provisions of Section 304(d) of the Uniform Building Code state: "Section 304(d) Expiration of Plan Review Applications for which no permit is issued within one year following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the Building Official. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee." Please check the appropriate box indicating your choice and return this letter to the BUILDING DEPARTMENT. PROJECT ABANDONED. I WILL PICK UP PLANS WITHIN 10 DAYS. PROJECT ABANDONED. PLANS MAY BE DESTROYED. If you have any questions, please contact the Building Department at (619) 438-1161 extension 4331. fcAENETTE ABBEY Building Department INDUSTRIAL WASTE L..SCHARGE PERMIT APPLICATION JOB NO: SH769 CBNo. SENo. APPL NO. IND. CLASS BUSINESS NAME SHELL OIL COMPANY, CARLSBAD SHELL SITE ADDRESS 1145 CARLSBAD VILLAGE, DRIVE CONTACT PERSON (at business) AUTHUR FRANKS PHONE NUMBER 729-1 371 Type of Business (check all that apply) D Agricultural D Assembly H Automotive D Chemical Handling D Electronics D Food D Government D Laboratory D Laundry D Manufacturing D Medical D Metal Work D Office D Photo Labc c Retail Service Station Warehouse Other AUTOMATIC CARWASH DESCRIBE WASTE OTHER THAN DOMESTIC (Chemicals, Particulates, etc).NONE DESCRIBE BUSINESS ACTIVITY: SELF-SERVICE AUTOMATIC, IN-BAY CARWASH, (FREE WITH FILL OF TANK). GENERAL DESCRIPTION OF ONSITE WASTEWATER PROCESSING, (chemical & physical characteristics). THE CARWASH RECLAIM AND CLARIFING SYSTEM RE-USES 80% to 90% OF THE WATER FOR EACH WASH. TWO TO FOUR GALLONS ARE TNTPnntirFD TD THF! f!TTV DRATN AFTRR CLARIFICATION, PER WASH CYCLED _ Is business presently in operation at site? D YES O NO NOT WITH NEW USE. Has Wastewater Discharge Permit been applied for through the Enema Water Authority1? D YES £3 NO TAIT & ASSOCIATES Applicant's Name SUSAN TAGUE Title PROJECT MANAGER Phone (619)278-1161 Please Print Agency: Signatur Date EXEMPT NOT EXEMPT Date forwarded to Enema. : \DOCS\MI SFGRKS\FIWOOO*5 REV. 2/10/92 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE 3/3/95 a "JURISDICt JURISDICTION Carlsbad a FILE PLAN CHECK NO 95-111 SET II PROJECT ADDRESS 1145 Carlsbad Village PROJECT NAME Shell Oil Company | 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 X] 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 has been sent to Susan Tague 3665 Ruffin Road Suite 230 San Diego CA 92123 Esgtl 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 contacted Date contacted (by ) Telephone # REMARKS By David Yao Enclosures Esgil Corporation X GA X CM PC 2/24 trnsmtldot Carlsbad 95-111 3/3/95 RECHECK PLAN CORRECTION LIST JURISDICTION Carlsbad PLAN CHECK NO 95-111 PROJECT ADDRESS 1145 Carlsbad Village SET II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED ESGIL CORPORATION 2/24 3/3/95 REVIEWED BY David Yao FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments The following items 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 303 (c), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law A Please make all corrections on the original tracings and submit two new sets of prints to Esgil Corporation or the jurisdiction's building department B To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans C The following items have not been resolved from the previous plan reviews The original correction number has been given for your reference Please contact me if you have any questions regarding these items D 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? QYes Carlsbad 95-111 3/3/95 • PLANS I Please make all corrections on the original tracings and submit two new sets of prints, to Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (619) 560-1468 OCCUPANCY SEPARATION 6 A 1-hour occupancy separation is required between B-2 occupancy and the B-1 occupancy Table 5-B, Section 503(d) (See exceptions in Section 503) Provide ICBO number or gyupsum number to justify the wall 10/A-11 is one hour wall or check with city GLASS AND GLAZING 7 Specify on the window schedule the glass type and thickness to show compliance with Table 54-A and B FOUNDATION 9 Provide a copy of the project soil report prepared by a California licensed architect or civil engineer The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 2905 10 Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation Section 2905(c) I1 Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans (When required by the soil report) FRAMING 14 On the cover sheet of the plans, specify any items requiring special i nspection, in a format similar to that shown below REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec 306 of the Uniform Building Code Carlsbad 95-111 3/3/95 ITEM REQUIRED? REMARKS SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION FIELD WELDING 17 The existing truss configuration shall be clearly specified on the plan to justify the loading on sheet 5 of the structural calculations are adequate (the dimension for the panel point) 20 All the input information for the revised truss shall be provided (the input data for the computer run shall be provided) Please refer to the following corrections for plumbing,mechanical,electrical or energy items. ADDITIONAL 32 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 33 Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located in the plans Have changes been made to the plans not resulting from this correction list? Please indicate Q Yes Q No 34 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 619/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation Thank you Carlsbad 95-111 3/3/95 DEPARTMENT OF STATE ARCHITECTURE-NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS SANITARY FACILITIES 1 See 3105A(e)10 for additional signage ELECTRICAL PLAN REVIEW PLAN REVIEWER :Chuck Mendenhall 6. The single line diagram shows the conduit and wire sizes to panel 'E' as 1 1/2" C with 4 #1 feeders These are undersized for the 225 Arnp circuit 18. Provide multiple switch light controls so that the lighting can be reduced by one half in a uniform pattern The switches must be located within sight of the lights which they control (CCR) Title 24, Sec 131 a-b Note: If you have any questions regarding this electrical plan review list please contact the plan reviewer listed above at (619) 560-1468 To speed the review process, note on this list ( or a copy) where the corrected items have been addressed on the plans PLUMBING, MECHANICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Glen Adamek 3. The Kohler# 3520 and American Standard # 2138 012 water closets called out on sheet P-1 are not ultra low flush fixtures (1 6 GPF) Please correct New water closets and associated flushometer valves, if any, shall use no more than 1 6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard A112 192 8. Detail the backflow protection of water connection to reclaimed water system (non-potable water) Provide Carwash plumbing plans 9. Show how reclaimed water system complies with UPC, Section 1003(f) Show signs at outlets and detail piping identification Provide Carwash plumbing plans 10. Show main roof drainage sizing and overflow roof drainage sizing as per UBC, Section 3207, and UPC, Appendix 'D' • MECHANICAL (UNIFORM MECHANICAL CODE) 11. Detail access, support, and outside air to HVAC units in the attic Carlsbad 95-111 3/3/95 12. Detail overflow (secondary) condensate discharge from air conditioning units that are in a ceiling space (UMC Section 1205) • ENERGY CONSERVATION NOTE Plans submitted after January 1, 1993 must comply with the new energy standards 14. Provide plans, calculations and worksheets to show compliance with current energy standards 15. Show the dayht areas and required daylit area lighting controls for new or relocated lighting in dayht areas Title 24, Part 6, Section 131(c) 16. Show bi-level lighting controls as per Title 24, Part 6, Section 131 (b) 17. The completed and signed ENV-1, LTG-1, and MECH-1 forms must be imprinted on the plans 18. Complete energy plan check wil! be done when complete corrected energy designs are provided Note: If you have any questions regarding this plan review list please contact Glen Adamek at (619) 560-1468 To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE 1/30/95 ^APPLICANT JURISDICTION JURISDICTION Carlsbad Q PLAN REVIEWER" Q FILE PLAN CHECK NO 95-111 SET I PROJECT ADDRESS 1145 Carlsbad Village PROJECT NAME Shell Oil Company [~1 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 has been sent to Susan Tague 3665 Ruffm Road Suite 230 San Diego CA 92123 IX] 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 contacted Date contacted (by ) Telephone # REMARKS By David Yao Enclosures Esgil Corporation 53 GA R3 CM n PC 1/19 trnsmtldot Carlsbad 95-111 1/30/95 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO 95-111 OCCUPANCY B-2 TYPE OF CONSTRUCTION V-N ALLOWABLE FLOOR AREA 8000 sq.ft. SPRINKLERS'? No REMARKS DATE PLANS RECEIVED BY JURISDICTION DATE INITIAL PLAN REVIEW COMPLETED 1/30/95 JURISDICTION Carlsbad USE, retail ACTUAL AREA 2344 sq.ft. STORIES 1 HEIGHT OCCUPANT LOAD 28 DATE PLANS RECEIVED RY ESGIL CORPORATION 1/19 PLAN REVIEWER David Yao FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments Clearance from those departments may be required prior to the issuance of a building permit Code sections cited are based on the 1991 UBC 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 303 (c), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e.. plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. LIST NO 22, GENERAL COMMERCIAL WITHOUT ENERGY OR POLICY SUPPLEMENTS (1991 UBC) comforw dot Carlsbad 95-111 1/30/95 • PLANS 1 Please make all corrections on the original tracings and submit two new sets of prints, to Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (619) 560-1468 • GENERAL 2 Provide a Building Code Data Legend on the Title Sheet Include the following code information for each building proposed Floor Area (The floor areas shown on the title sheet under project data are not the same as the floor plan on sheet A-1 Please clarify) 3 Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1991 UBC, UMC and UPC and 1990 NEC 4 Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 9-A and 9-B • INTERIOR WALL AND CEILING FINISHES 5. Provide a note on the plans or on the finish schedule, "Wall and ceiling materials shall not exceed the flame spread classifications in UBC Table 42-B " • OCCUPANCY SEPARATION 6. A 1-hour occupancy separation is required between B-2 occupancy and the B-1 occupancy Table 5-B, Section 503(d) (See exceptions in Section 503) Provide ICBO number or gyupsum number to justify the wall 6/A-7 is one hour wall or check with city . GLASS AND GLAZING 7. Specify on the window schedule the glass type and thickness to show compliance with Table 54-A and B 8 Show safety glazing in the following locations, per Section 5406(d) a) Where the nearest edge of glazing is within a 24-inch arc of either side of a door in a closed position (unless there is an intervening wall between the door and the glazing or if the glazing is 5'-0" or higher above the walking surface) Carlsbad 95-111 1/30/95 b) Glazing greater than 9 square feet with the bottom edge less than 18" above the floor and the top edge greater than 36" above the floor (unless the glazing is more than 36" horizontally away from walking surfaces or jf a complying protective bar is installed) • FOUNDATION 9 Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 2905. 10 Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation Section 2905(c) 11 Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans (When required by the soil report) 12 The soils engineer recommended that he/she review the foundation excavations Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations comply with the intent of the soils report" 13 Note on plans that surface water will dram away from building and show drainage pattern and key elevations Section 2905 (f) • FRAMING 14 On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below • REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec 306 of the Uniform Building Code ITEM REQUIRED? REMARKS • SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION • FIELD WELDING Carlsbad 95-111 1/30/95 15 Note on the plans that "all weather-exposed surfaces shall have a weather-resistive barrier to protect the interior wall covering and that exterior openings shall be flashed in such a manner as to make them weatherproof Section 1708 16 The footing plan shown on page 2 of the structural calculation is not the same as sheet F1 of the plan shown Please clarify 17 The existing truss configuration shall be clearly specified on the plan to justify the loading on sheet 5 of the structural calculations are adequate 18 Sheet 6 of the structural calculations shows the new column is w 6 x 20 Sheet E2 of the plan shows TS 3x3x11 ga column Please revise it 19 Members 5-14 and 6-15 of the truss are overstressed per sheet 6 of the calculations Double these elements of the truss The framing plan and details did not show it 20 All the input information for the revised truss shall be provided 21 The truss calculations provided show there are two new members to the existing truss The plan did not clearly show it and their connection details 22 Sheet 12 of the calculations shows there is 3 0 SQ footing to support the new w 6x 20 column The plan did not show it 23 Sheet 13 of the structural calculations shows there is new wall channel c8 x 115 Please clarify its location 24 Sheet 14 of the calculations shows there is 3/8 in plate for the TS columns The plan and details did not clearly show it 25 The new car wash end wall girt size and connection detail appears to not on the plan (sheet 15 of the calculations) 26 The size of the shear wall along tunnel is not clearly specified on the plan (sheet 15 of the calculations) 27 The size, location, and length of front shear wall are not clearly specified on the framing plan 28 Sheet 18 of the calculations shows there is 40 SQ dead man footing The plan did not show it 29 Note on the plan that the rear wall is at least 20 gax 16 panel with #14 TEKS @ 32o c 2#10 TEKS top and bottom each panel, 1/2 ' KWIKS @ 60' o c Carlsbad 95-111 1/30/95 30 Note on the plans that "all weather-exposed surfaces shall have a weather-resistive barrier to protect the interior wall covering and that exterior openings shall be flashed in such a manner as to make them weatherproof Section 1708 • MISCELLANEOUS 31 Note on the plans that new water closets and associated flushometer valves, if any, shall use no more than 1 6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard A112 19 2, and urinals and associated flushometer valves, if any, shall use no more than one gallon per flush and shall meet performance standards established by the American National Standards Institute Standard A112 19 2 H & S Code, Section 17921 3(b) Please refer to the following corrections for plumbing,mechanical,electrical or energy items. • ADDITIONAL 32 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 33 Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located in the plans • Have changes been made to the plans not resulting from this correction list? Please indicate a Yes a No 34 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 619/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation Thank you Carlsbad 95-111 1/30/95 DEPARTMENT OF STATE ARCHITECTURE-NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS SANITARY FACILITIES 35 Doorways leading to men's sanitary facilities shall be identified by an equilateral triangle 1/4" thick with edges 12" long and a vortex pointing upward Women's facilities shall be identified by a circle, 1/4" thick, 12" in diameter Unisex facilities shall be identified by a circle with a triangle superimposed on the circle and within the 12" diameter The required symbols shall be centered on the door at a height of 60" *See section 3105A(b)1 D See 3105A(e)10 for additional signage RESTROOM FIXTURES AND ACCESSORIES 36 In new construction, water closets in accessible restrooms shall meet the following requirements per section 5-1502 a) The controls shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist b) The controls for flush valves shall be mounted on the side of the toilet area and be no more than 44" above the floor c) The force required to activate the controls shall be no greater than 5 pounds of force 37 Lavatories shall comply with the following requirements per section 3105A(b)4 A , 3105A(h)4 and 5-1504 a) A minimum of 30" x 48" clear space shall be provided in front of the lavatory for forward approach The clear space may include knee and toe space beneath the fixture b) The clear space beneath lavatories shall be a minimum of 29" high x 30" wide x 8" deep at the top and 9" high x 30" wide and 17" deep at the bottom from the front of the fixture The maximum height of the counter top shall be 34" c) All hot water and dram pipes under the lavatory shall be insulated d) The faucet controls and operating mechanism shall be of the type not requiring tight grasping, pinching or twisting of the wrist and have an operating force of not greater than 5 pounds e) If self-closing valves are used, they shall remain open for at least 10 seconds 38 Grab bars shall comply with the following per section 3105A(b)3 C a) Grab bars at the side shall be located 15" to 161/2" (+/_1") from the center line of the water closet stoo! and be at least 42" long with the front end positioned 24" in front of the stool Total length of bars at the back shall not be less than 36" 1 b) The diameter or width of the grab bar gripping surface shall be 11/4" to 1 /2" or the shape shall provide an equivalent gripping surface If mounted Carlsbad 95-111 1/30/95 adjacent to a wall, the space between the wall and the grab bar shall be 11/2" c) See section 3105A(b)3 C (IN) for structural strength requirements NOTE See Figures 31-1A, 311B, 31-1C, 31-2A, 31-9Aand 31-9B ELECTRICAL PLAN REVIEW PLAN REVIEWER :Chuck Mendenhall 1 Submit complete service and feeder one line diagram NEC 215-5 2 Show the ampere interrupting capacity (AIC ) ratings of the service and subservice equipment NEC 110-9, 230-65 3 Show or note on the plans the method used to limit fault currents to 10,000 amps on branch circuits Show the fuse letters if used to limit fault current (i e , JJN, A3T, LPN) Also note on the plans that circuit breakers used in the subpanels will be listed for series combination with the current limiting mam fuses or circuit breakers 4 Show fuse/circuit breaker sizes on the single line diagram NEC 240-6 5 Show each building disconnecting means NEC 230-84 6 Show on the single line diagram the conduit and wire sizes 7 Specify the wire type (AL or CU) and insulation (i e THWN) NEC 310 8 Show the grounding system required for each building, structure, or service NEC 250-24, 80(a), 81 (c) 9 Show the grounding electrode conductor size and wire type (AL7CU) NEC 250-94 10 Show or identify new loads proposed for the existing equipment 11 Indicate mam service size (amperage rating) and the total load demand on the service 12 Specify the wiring method you intend to use for this project (i e , EMT, Metal Flex, NMC etc) 13 Show on the plan the location of the service(s) NEC 110-16, 230-2 14 Show the location of panel 'P' 15 Provide the required working space about electrical equipment NEC 110-16 Carlsbad 95-111 1/30/95 16 Submit complete panel schedule for panel 'P' 17 Provide receptacle(s) within 25 feet of HVAC equipment UMC 509 18 Provide multiple switch light controls so that the lighting can be reduced by one half in a uniform pattern The switches must be located within sight of the lights which they control (CCR) Title 24, Sec 131 a-b 19 Note on the plans that all conduit penetrating the cooler box will be sealed to prevent moisture intrusion per NEC Article 300-7(a) Note: If you have any questions regarding this electrical plan review list please contact the plan reviewer listed above at (619) 560-1468 To speed the review process, note on this list ( or a copy) where the corrected items have been addressed on the plans PLUMBING, MECHANICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Glen Adamek • PLUMBING {UNIFORM PLUMBING CODE) 1 Provide complete water line sizing calculations, including the water pressure, pressure losses, water demands, and developed pipe lengths UPC, Section 1009 and Appendix A 2 Provide gas line plans and calculations, showing pipe lengths and gas demands UPC Section 1219 3 New water closets and associated flushometer valves, if any, shall use no more than 1 6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard A112 19 2 The water closets called out on sheet P-1 are 3 5 gallons per flush 4 Provide drain, waste and vent plans The carwash plumbing plan is not provided Mop sink must drain to the grease trap 5 Detail how floor drain trap seal is to be maintained UPC Section 707 (floor dram trap priming) The drain waste and vent plan is unclear See attached detail 6 Show 1/4" per 12" slope on dram and waste lines UPC Section 407 7 Show that water heater is adequately braced to resist seismic forces. UPC, Section 1310 Carlsbad 95-111 1/30/95 8 Detail the backflow protection of water connection to reclaimed water system (non-potable water) 9 Show how reclaimed water system complies with UPC, Section 1003(f) Show signs at outlets and detail piping identification 10 Show main roof drainage sizing and overflow roof drainage sizing as per UBC, Section 3207, and UPC, Appendix 'D1 • MECHANICAL (UNIFORM MECHANICAL CODE) 11 Detail required roof access ladder to roof mounted HVAC equipment 12 Detail disposal of mam condensate drainage from air conditioning units (UMC Section 510) • ENERGY CONSERVATION 13 NOTE Plans submitted after January 1, 1993 must comply with the new energy standards 14 Provide plans, calculations and worksheets to show compliance with current energy standards 15 Show the daylrt areas and required dayiit area lighting controls for new or relocated lighting in dayiit areas Title 24, Part 6, Section 131(c) 16 Show bi-level lighting controls as per Title 24, Part 6, Section 131(b) 17 The completed and signed ENV-1, LTG-1, and MECH-1 forms must be imprinted on the plans 18 Complete energy plan check will be done when complete corrected energy designs are provided Note: If you have any questions regarding this plan review list please contact Glen Adamek at (619) 560-1468 To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans OK MANJ|Fr9UD SEPARATE V. lr UAV. Toilet Room Trap Priming Detail TRTP Carlsbad 95-111 1/30/95 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO 95-111 PREPARED BY David Yao DATE 1/30/95 BUILDING ADDRESS 1145 Carlsbad Village BUILDING OCCUPANCY B-2 TYPE OF CONSTRUCTION V-N BUILDING PORTION car wash store Air Conditioning Fire Sprinklers TOTAL VALUE BUILDING AREA (sq ft) 613 1731 VALUATION MULTIPLIER per permit application VALUE ($) • 80,000 00 Building Permit Fee Plan Check Fee Comments $ 5495 $ 357 18 Sheet 1 of 1 valuefee dot PLANNING CHECKLIST Plan Check No. 9 5 " 1 1 1 Address 1 1 45 Planner VJ>llflcl Phone 438-1 161 ext. (Name) 4) 4) 4» a o o APN: Type of Project and Use Zone LS I Facilities Management Zone CFD (in/out) # circle (If property in, complete SPECIAL TAX CALCULATION WORKSHEET provided by Building Department.) _ Legend ,*.*.*u u uV 4) ftl.C £ £tj (J - U- C C C a. a. a. Item Complete D D Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified Environmental Review Required: YES [/ NO TYPE DATE OF COMPLETION: H / 2- Compliance with conditions of t approval? If not, state conditions which require action. Conditions of Approval D D Discretionary Action Required: YES 3111-*- 31 A APPROVAL/RESO. NO. PROJECT NO. flip NO TYPE f^C/P OTHER RELATED CASES: DATE: 11 12-H4 fuP 151 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval^ J^x^' ffTu^ \ i i3) rJoTB (//Aft &>(og. r —. .—. ue^-\Yv*"i^t. v^d-LO, IP^> \-^\ Cf»">t>'-OVf- v/-J D California Coastal Commission Permit Required: YES NO X DATE OF APPROVAL: San Diego Coast District, 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 D D Inclusionary Housing Fee required: YES NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) HI Site Plan: DD DD D ann 0 Q n B/C Zoning: 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 description of property, and assessor's parcel number Setbacks: D Front: Int. Side: Street Side. Rear: 2. Lot coverage: 3. Height: 4. Parking: Additional Comments MCnun^-V\T' Required Required Required Required Required • Required Spaces Required Guest Spaces Required -o£G,\O OM ^1O "Pttr ~^^ Shown -><<? ., t -»- Shown -JgLfN^W Shown J5c^=^ Cv-3 ^ Shown S S" ' Shown t i '3^ Shown ^'^ *\ Shown l0 — — Shown — \n \\}&^\- ^V<" ^exoi T>eroJ^"1~~" R^Tx'nn^ifvva'rv^-s I OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE PLNCK.FRM City of Carlsbad 94201 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date Of Report' Thursday. February 2.1995 Reviewed by Contact Name Susan Tague Address 3665 Ruffin Road #230 City, State San Diego CA 92123 Bldg Dept No 95-111 Planning No CUP94-01 Job Name Shell Oil Co Job Address 1145 Carlsbad Village 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 1st 2nd 3rd Other Agency ID CFD Job# 94201 File# 2560 Orion Way • Carlsbad, California 92008 * (619) 931-2121 BESTEEL INDUSTRIES CU1ENT: INDEX SHEET COVER: TABLE OF CONTENTS: SUBJECT ff-'l PAOE Mil 10 rULURTOM IB. JIDltDir EltlMI imiin itsi tJU|ill HOI iti n ii CAieiiin nui IIDIIIII mi KWl llttl 1111)111 1111 SHT /OF PEYTON ENGINEERING 15346 HAYFQRD STREET LA MIRADA, CA 90638 (714)670-6614: FAXf7141670-0931 PROJECT: SHELL OIL REMODEL JOB NO. SH4313 DATE 28-Dec-04 t<> AM e»*vr FACILITY >o TC? As TOTOfO^U, THfc fe-x-jvr. A. vOCa>-> '-We.\OiLL- Sic 57) A ^" AiOP z/ TG 9NI&H3NI9K3 N01A3d 0S PEYTON ENGINEERING PROJECT. SHELL OIL REMODEL 15345 HAYFORD STREET JOB NO. LA MIRADA, CA 90638 DATE: (714)670-6614; FAX(714)670-0931 AXT^ AU— 1JOO ®t^i"^ CXiAt 1 L^A\S£. 7 — ^D /"/ •>»n*^UJi^ "r\it^ £. cy*tr -K33~l* t t=A tad^ i O i S Atk ^. V^1 N^l (^Ot"\ jjtTj^- A^UL P/XD^, LuetcteQ. "TMAO tSJ^Vr 1 [ - 1 *• . 11 H -WA/kA fc 1 1 1 i Ttt» ("3fO\\ JJL x^f ^e SH4313 2S-D6C-94 i-'s * ^ n"f$i£S* i CffixTfi^ "^^^ •P - ----- -i ' — " - -1 £8 09:05 9GGT/WT0 PEYTON ENGINEERING 15346 HAYFORD STREET LA MIRADA, CA 90638 (7141670-6614. FAX{714)670-0931 PROJECT: SHELL OIL REMODEL JOB NO. SH4313 DATE: 28-DDC-94 fl I^/j ES N01A3d '03 5S&T/t'0/T0 "EYTON ENGINEERING 5346 HAYFORD STREET LA MiRADA. CA 90638 714)670-6614, FAXf714)670-0931 PROJECT. SHELL OIL REMODEL ' JOS NO. SH4313 DATE' 28-Dec-94 99 ' PEYTON ENGINEERING 15346 HAYFORO STREET LAMIRADA, CA 90638 (714)670-6614; FAX(714)670-0931 PROJECT: SHELL OIL REMODEL JOB NO. SH4313 DATE: 2B-Dec-94 FT . C j 99 39Vd 9NId33NI9N3 S66T/WI0 EYTON ENGINEERING 15346 HAYFORD STREET ^AMIRADA. CA90638 (714)670-6614, FAX(714)670-0931 PROJECT: SHELL OIL REMDEL JOB NO. SH4313 DATE: 30~Dec-94 ,t )' v n L <? r P.' -' (? lOODi ± 1.071 W. <? OCOk 5-14* 90 N01A3d 05 '02 5&&T/t>0/I0 Peyton Engineering RISA-2D (R) Version 3.03 Job Page i Date TRUSS/CANTILEVERED COLUMN Load Combination is 2 : Mesaber End8 Forces Nodes =ats*«««:!==» No 1 J Axial 13-4 1.54 24-5 1.77 35-6 -1.72 4 6-7 -7.76 S 7- 8 -9.24 6 8-9 -4.69 7 9- 10 0.00 8 12- 13 0.40 9 13- 14 1.72 10 14- 15 7.76 11 15- 16 8.59 12 16- 17 B.59 13 17- 18 9.24 14 18- 19 4,69 IS 3- 12 2.61 16 5- 14 4.42 17 6- 15 4.48 IS 7- 16 0.07 19 8- 17 3.38 20 9- 18 3.43 21 10- 19 5.87 22 12- 5 -0.51 23 14- 6 -7.52 24 15- 7 -1.04 25 7- 17 0.82 26 8- 18 -5.66 27 9- 19 -5.84 26 1- 4 8.99 29 4- 11 8.67 30 11- 13 6.93 31 2- 10 5.99 32 3- 13 -2.98 33 13- 5 -5.14 Load Combination is 2 : AISC Code Checks Nodes Ho I J Maximum 13-4 0.0723 24-5 0.0897 35-6 0,0671 DL+LL I-End == Shear -0.05 0.06 0.03 -0.00 0.02 -0.01 0.01 -0.09 ~" 0.10" 0.03 -0.02 0.04 -0.02 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 -0.00 0,23 0.23 0.00 0.00 0.00 DL+LL 0 0.0723 0.0897 0,0671 ===5ss=ai* =: Moment A; 0,00 0.18 0,03 -0.08 -0.03 -0.09 0.01 -0.00 0.24 -0.01 -0.10 0.01 -0.11 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.89 0.81 0.66 0.00 0.00 0.00 Member Quarter 1/4 1/2 0.0723 0.0723 0.0897 0.0897 0.0671 0.0671 =======™«* Kial (K)™ -1.54 -1.77 1.72 7.76 9.24 4.69 0.00 -0.40 -1.72 -7.76 -8.59 -8.59 -9.24 -4.69 -2.59 -4.41 -4.47 -0.07 -3.37 -3.42 -5.86 0.50 7.51 1.03 -0.81 5.67 5.84 -8.79 -8.66 -6.88 -5.88 2.99 5.14 Points 3/4 0.0723 0.0897 0,0671 J-End «~ Shear -(K) 0.06 -0.05 -0.02 0.02 -0.00 0.03 0.01 0.09 -0.09 -0.01 0.03 -0.02 0.03 0.01 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.00 -0.23 -0.23 -0.00 0.00 0.00 L 0.0723 0.0897 0,0671 __» sssssa^sg™ Moment "(K-ftJ — -0.11 -0.03 0.08 0.03 0.09 -0.01 -o.oo -0.18 0.01 0.10 -0.01 0.11 -0.01 0.00 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.89 -0.66 -0.06 o.oo 0.00 0.00 Shear 0.0053 0.0060 0,0032 LQ NOIA3d RISA-2D (JO Version 3.03 Peyton Engineering TRUSS/CANTILEVERED COLUMN No 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2C 21 22 23 24 25 26 27 28 29 30 31 32 33 Nodes I J 6- 7 7- 8 8- 9 9- 10 12- 13 13- 14 14- 15 15- 16 16- 17 17- 18 18- 19 3- 12 5- 14 6- 15 7- 16 8- 17 9- 18 10- 19 12- 5 14- 6 15- 7 7- 17 8- 18 9- 19 1- 4 4- 11 11- 13 2- 10 3- 13 13- 5 Maximum 0.3020 0.3597 0.1826 o.oooo 0.0190 0.0876 0.6737 0.7458 0.7458 0.8024 0.4074 0,1566 1.0442 1.0590 0,0177 0.7980 0.8098 0.3531 0.0330 0.4900 0.0677 0.2235 0.3694 0.3810 0.5068 0.0998 0.0825 0.1270 0.1952 0.3354 0 0.3020 0.3597 0.1826 0.0000 0,0190 0.0876 0.6737 0.7458 0.7458 0.8024 0.4074 0.1566 1.0442 1.0590 0.0177 0.7980 0.3098 0.3531 0.0330 0.4900 0.0677 0.2235 0.3689 0.3805 0.5068 0.0998 0.0825 0.1270 0.1946 0.3354 Member 1/4 0.3020 0.3597 0.1826o.oooo 0.0190 0.0876 0.6737 0.7458 0.7458 0.8024 0.4074 0.1564 1.0438 1,0587 0.0173 0.7977 0.8095 0.3529 0.0328 0.4899 0.0675 0.2229 0.3690 0.3806 0.5042 0.0984 0.0767 0.1264 0,1948 0.3353 Quarter 1/2 0.3020 0.3597 0.1826 0.0000 0.0190 0.0876 0.6737 0.7458 0.7458 0.8024 074074 0.1562 1.0435 1.0583 0.0170 0.7973 0.8091 0.3527 0.0327 0.4898 0,0674 0.2224 0.3692 0.3807 0.5016 0.0969 0.0709 0.1258 0.1949 0.3352 Points 3/4 0,3020 0.3597 0.1826 0,0000 0.0190 0.0876 0.6737 0.7458 0.7458 0.8024 074074 0.1560 1.0431 1.0580 0.0166 0.7970 0.8087 0.3525 0.0326 0.4896 0.0673 0.2218 0.3693 0.3809 0.4990 O.O954 0.0651 0.1253 0,1950 0.3351 Job W Pagej? Date } L 0.3020 0.3597 0.1826 0.0000 0.0190 0.0876 0.6737 0.7458 0.7458 0.8024 0.4074 0.1558 1.0438 1.0576 0.0162 0.7966 0.8084 0.3523 0.0325 0.4895 0.0671 0.2213 0.3694 0.3810 0.4963 0.0940 0.0593 0.1247 0.1952 0,3349 W»3 S, 14-JTS shear 0.0020 0.0021 0.0027 0.0010 0.0087 0.0095 0.0028 0.0031 0.0033 0.0032 070010 0.0000 0.0000o.oooo 0.0000o.oooo 0.0000 0.0000 0.0010 0.0010 0.0010 0.0010 0.0010 0.0010 0.0000 0.0098 0.0098 0.0000 0.0004 0.0006 8S NOiA3d 09-02 966T/WT0 Peyton Engineering RISA-2D (R) Version 3.03 Date TRUSS/CANTILEVERED COLUMN Load Combination is 3 Member EndsForces DL+EL No 1 2 3 4 5 6 7 8 " 9 10 11 12 13 14 15 16 17is 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Nodes 1 J 3- 4 4- 5 5- 6 6- 7 7- 8 8- 9 9- 10 12- 13 ^L3 — 14 14- 15 15- 16 16- 17 17- IS 18- 19 3- 12 5- 14 6* 15 7- 16 8- 17 9- 18 10- 19 12- 5 14- 6 15- 7 7- 17 8- 18 9- 19 1- 4 4- 11 11- 13 2- 10 3- 13 13- 5 ========= Axial (K)*- — - 0.70 -6,79 -7.94 -9.51 -7*43 -3.78 0.00 0,29 5,19 6.76 5.79 5.79 4.68 1.03 1.51 1.03 1.19 0.05 2.70 2.75 3.97 -0.37 -1.95 1.20 -1.38 -4,54 -4.69 3.67 3.38 2.41 4.09 -1.35 -1.43 <• I -End «•» Shear — ~(K)-- — -0.35 -0.26 0.05 -0.01 0.02 -C,QO 0.01 0.12 • - 0.16" 0.00 -0.00 0.02 -0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0,01 3.77 -3.72 -4.74 -0.00 0.00 0.00 __.__-_ ...a Moment __(K-ft) -0,00 -0.56 0,10 -0.08 -0.00 -0.05 0,01 -0.00 0.31 -0.07 -0.05 0.00 -0.06 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00o.oo 0,00 0.00 0.00 21.87 -14.56 -12.07 -0.00 0.00 0.00 j^ — f— •*— •_— —3 ^^ Axial (K) -0.70 6.79 7,94 9.51 7.43 3.78 -0.00 -0.29 -5.19 -6.76 -5.79 -5,79 -4.68 -1.03 -1.49 -1.02 -1.19 -0.04 -2.70 -2.75 -3.96 0.36 1.94 -1.20 1,39 4.55 4.70 -3*47 -3.36 -2.36 -3.98 1.36 1.43 =» j-End == Shear (K) 0.36 0.27 -0.03 0.03 -0.00 0.02 0.01 -o.ii -0.1S 0.01 0.02 -0.00 0.02 0,01 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.01o.oi 0.01 0.01 0.01 0,01 -3.77 3.72 4.74 0.00 0.00 0,00 ========= Moment — (K-ft)« -0.71 -0.10 0.08 0,00 0.05 -0.01 0,00 0.23 0.07 0.05 -0,00 0.06 -0.01 0.00 0.00 0.00 0.00 0.00o.oo o.oo 0.00 0.00 0.00 0*00 0.00o.oo 0.00 15,83 12.07 -0.54 0.00 0.00 0.00 Load Combination is 3 i AISC Code Checks DL+EL No 1 2 3 Nod. I 3- 4- 5- es J 4 5 6 Maximum 0.0246 0.1982 0,2319 0 0.0246 0.1982 0.2319 Member 1/4 0.0246 0.1982 0.2319 Quarter I 1/2 0.0246 0.1982 0.2319 >oints 3/4 0.0246 0.1982 0.2319 L 0.0246 0.1982 0.2319 shear 0.0250 0.0188 0,0035 60 DNI&H3NIEH3 N01A3d T£60-0Z9-t>U 09-03 966T/WT0 Peyton Engineering RISA-2D (R) Version 3.03 Job Page TRUSS/CANTILEVERED COLUMN NO 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 IS 20 21 22 23 24 25 26 27 12B 29 3O 31 32 33 Nod I 6- 7- 8- 9- 12- 13- 14- 15- 16- 17- 18- 3- 5- 6- 7- 8- 9- 10- 12- 14- 15- 7- ft «•• 9- 1- 4- 11- 2- 3- 13- les J 7 8 9 10 13 14 15 16 17 18 19 12 14 15 16 17 18 19 5 6 7 17 18 19 4 11 13 10 13 5 Maximum 0.2775 0.2169 0.1102 0.0000 0*0104 0.1980 0.4400 0.3772 0.3772 0.3049 0.0669 0.0680 0.1822 0.2112 0.0087 0.4793 0.4883 0.1791 0.0181 0.0954 0.2477 0.0678 0.2226 0.2300 0.8245| 0.4332 0.3573 0.0650 0.0664 0.0701 0. 0, 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0, 0. 0. 0. 0. 0* 0. 0. 0. 0. 0 2775 2169 1102 0000 0104 1980 4400 3772 3772 3049 0669 0680 1822 2112 0087 4793 4883 1791 0181 0954 2460 0674 2222 2296 8245 4332 3573 0650 0€60 0701 Member 1/4 0.2775 0.2169 0.1102o.oooo 0.0104 0.1980 0.4400 0.3772 0.3772 0.3049 0.0669 0.0678 0,1819 0.2110 0.0034 0.4791 0.4880 0.1789 0.0180 0.0953 0.2464 0.067S 0.2223 0.2297 0.5285 0.4155 0.2678 0.0646 0.0661 0.0700 Quarter I 1/2 0.2775 0.2169 0.1102 0.0000 0.0104 0.1980 0.4400 0.3772 0.3772 0.3049 0.0669 0.0677 0.1316 0.2107 0.0082 0,4788 0.4877 0.1788 0.0179 0.0952 0.2469 0.0676 0.2224 0.2298 0.2324 0.3978 0.1783 0.0641 0.0662 0.0699 -- •• *«KIBKZB B s *oints 3/4 0.2775 0.2169 0.1102 0.0000 0.0104 0.1980 0.4400 0.3772 0.3772 0,3049 0.0669 0.0675 0.1814 0.2104 0.0079 0.4786 0.4875 0.1786 0,0178 0.0951 0.2473 0.0677 0.2225 0.2299 0.3361 0.3801 0.0889 0.0637 0.0663 0.0698 0. 0. 0. 0. 0. 0. 0. 0, 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. ±SV919Q^fl3QI L 2775 2169 1102oooo 0104 1980 4400 3772 3772 3049 0669 0673 1811 2102 0076 4783 4872 1785 0177 0950 2477 0678 2226 2300 6283 3624 0300 0633 0664 0697 9DS3E3SDM Shear 0.0019 0.0013 0.0016 0.0008 O.O083 0.0109 0.0010 0.0014 0.0016 0.0017 0.0008 0.0000 0.0000 0.0000 0.0000o.ooooo.ooooo.oooo 0.0008 0.0008 0.0008 0.0008 0.0008 0.0008 0.1218 0.1202 0.1531 0.0000 0.0003 0.0004 01 NOiA3d 89 'QZ S66T/WT0 RISA-2D (R) Version 3.03 reyT.on engineering TRUSS/CANTILEVERED COLUMN Load combination is Nodal Displacements 3 1 DLH-EL Node Global X 1 2 3 4 5 6 7a 9 10 11 12 1 13 14 15 16 17 IB 19 0.00000 "0.00000 0.66999 0.66950 0.67541 0.68784 0.70272 0.71434 "0,72026" 0.72026 0.69419 0.73583 0.73562 <. .DOS' 0.73111 x-M 0.72053 - 6,-g 0.71147 . , 0.70240 0.69508 0.69347 Global Y -0.00000 -0.00000 0.03272 -0.00252 -0.05267 -0.12450 -0.14510 -0.13004 ~-0.07187 -0.00531 -0.00268 0.03098 «H** -0.00313 '-^ -0.05535 O.o -0.12761 ^ -0.14522 -0.13710 -0.07906 -0.00990 Job V/4Tft Page_jj Date t/t>Jf^ Rotation (rad) * -0.00000 -0.00600 -0.00039 -0,00362 -0.00098 -0.00104 0.00001 0.00071 OV001~24~ 0.00126 -0.00255 -0.00178 -0.00071 -0.00205 -0.00071 -0.00011 0.00063 0.00128 0.00132 IT 39Vd N01A3d 89 '0Z G661/P0/IQ QEYTON ENGINEERING5346 HAYFORD STREET MIRADA, CA 90638 .714)670-6614: FAX(714)670-Q931 PROJECT' SHELL OIL REM6DEL JOB NO. SH4313 DATE; 30-Dec-94 - 1-5 J 4- N01A3d EYTON ENGINEERING 15346 HAYFORD STREET LAMIRADA, CA 90638 714)670-6614; FAX(714)670-0931 PROJECT' SHELL OIL REMODEL JOB NO. SH4313 DATE: 30-Dec-94 Z,\ CH £T N01A3d Te&0-0i9-t>u eg PEYTON ENGINEERING 01/03/95 BUILDING COLUMNS' P= 1 24 K e= 1 50 IN P*e= 1.86 IN-K L- 11 88 FT USE.TS3X3X1/S KL/r= 12284 fa= 0.89 KSI Fa= 9 90 K$! F'e= 9 90 KSI Tb= 1.48 KSI Fb= 30.36 KSI COMBINED 014 OK Fy= 46 00 KSI W!DTH= 3 00 IN AREA= 1 40 IN,A2 Sy= 1 26 IN A3 ry= 1 16 IN. Cc= 11155 fa/Fa* 0 09 ft>/Fb= 0 05 BASE PLATE* fc= Fp=.35fc= A(REQ'D)= L(REQ'D)- L(CANT)= M(PLATE)= t(REQ'D)= 2500 00 PSI 875.00 PSI 1.42 SQ.IN, 047 IN ASSUMMINGA3"WlDEPLATE -1.26 IN 0 70 1N-K/IN 0.23 IN USE'3/8 IN. PLATE 14752 BEACH BLVD , SUITE 202, LA MIRADA, CA 90638 (714)670-6614 N0i/3d T£60-9i9-t>U 09=02 QSBT/t'G/TQ ENGINEERING 5346 HAYFORD STREET LA MIRADA, CA 90638 r? 14)670-6614. FAX(714)670-0931 PROJECt' SHELL OIL REMODEL JOB NO SH4313 DATE 30-Dec-94 L •Jl|7 T T . *S "2 QT N01A3d 03'02 9661/^0/10 PEYTON ENGINEERING 01/03/95 LATERAL BUCKLING STRENGTH" KtU= 177.600 KyLy= 177600 C 8 X 3.0 X 16 GA. I WEB 7.693 0.000 0,000 0.000 0.000 37,933 FLANGE FLANGE LIP 0 686 3 503 2 404 12 272 8 422 0 027 LIP 0 686 -3.603 -2.404 12 272 8.422 0,027 CORNER CORNER CORNER CORNER 0194 -3.925 -0 763 15.406 2 953 L 7.693 2.693 2693 0686 0686 0,194 0194 0.194 y 0.000 3.970 -3.970 3503 -3.503 3.925 3925 -3.925 Ly 0,000 10.689 -10689 2404 -2.404 0763 0763 -0763 dA2 0.000 15.761 15.761 12272 12272 15.409 15.406 15.406 LdA2 0.000 42.436 42.436 8422 8.422 2 993 2.993 2993 15 227 0.000 113.689 37.987 l= 9.101 INA4 Sf= -2 275 1NA3 - Fy= 33 000 KSI My= 75.080 IN-K KLy/ry= 160042 SIGMA ©y» 11367 Cb= 1000 Me= 47 30 Me* 45 285 IN-K fb= 19.904 KSI Sc= 2 276 INA3 Mn= 45 302 IN-K Ma= 27 127 IN-K OR 2.261 'K 4/3*Ma= 3.014 'K FOR TWO CHANNELS B-B: Ma= 4.521 'K 4/3*Ma= 6.028 'K 14752 BEACH BLVD , SUITE 202, LA MIRADA, CA 90638 (714)670-6614 It* 91 39Vd 9NIS33NI9N3 NOlABd T£6B-0Z9-^U 05=02 9661/^0/10 'tYTON ENGINEERING 5346 HAYFORD STREET LAMIRADA, CAG0638 714)670-6614. FAX(714)670-0931 PROJECT: SHELL OIL R5MODEL JOB NO SH4313 DATE: 2S-Dec-94 I 3>Q ~*3^ x Cf O . _ j ^ - 1 n -- HOLM'S - N01A3d 03:02 3551/^0/10 PEYTON ENGINEERING 15346 HAYFQRD STREET LA MtRADA, CA 90638 (714)670-6614; FAX(714)670-0931 PROJECT, SHELL OtL REMODEL JOB NO, SH4313 DATE: 03-Jan-95 COOP e 8T N01A3d 09 : PEYTON ENGINEERING15346 HAYFORD STREET LA MIRADA, CA 90638 £7 14)670-6614: FAW 14)670-0931 PROJECT: SHELL CHL REMQDHL JOB NO SH4313 DATE: 03*Jan«95 c\1 09:02 PEYTON ENGINEERING 15346 HAYFORD STREET LA MIRADA, CA 90638 (714)670-6614. FAX(714)670-0931 PROJECT JOB NO DATE 16" SHEAR PAN EL STANDARD 12-Apr-94 STANDARD SHEAR WALL DESIGN: THE SHEAR WALL IS COMPOSED OF 3" DEEP. 16" WIDE INTERLOCKING PANELS EACH PANEL IS ATTACHED TO THE STRUCTURE WITH 2-#10 SCREWS AT THE TOP AND BOTTOM OF EACH PANEL THE STITCH SCREWS, BETWEEN PANELS, ARE #10 OR #14 "TEKS" THE SPACING OF THE STITCH SCREWS VARIES WITH THE TYPE OF SCREW USED AND THE THICKNESS OF THE BASE MATERIAL BOTH ASTM A446 GRADE B AND GRADE D MATERIAL MAY BE USED IN THE SHEAR WALL. FOR PURPOSE OF DESIGN, GRADE B PROPERTIES ARE USED REF AISI COLD-FORMED SPECIFICATION, 1986 ED ,pg I-32, SEC C3 2 Fy= E= kv= h- t= 37000 psi 29500000 psi „ __5,34_FORUNREINFORCED.WEBS 16 in. NOMINAL 0 0239 in FOR 24 GA 00299 in. FOR22GA 0 0359 in. FOR 20 GA 00478 in FOR18GA h/t>1 36(E*kv/Fy)A1/2= 90.04505 h/t= 334 728 MIN , THEREFORE USE EQ C3 2-2 Va=0 53*E*kv*tA3/h Ibs PER 16" PANEL WITH 33% INCREASE FOR WIND OR SEISMIC Vmax=1 33*Va/1 33ft GAGE T 24 22 20 18 Vmax #10 CAP SPACING #14 CAP SPACING 7124 369.33 32 55534 32 13949 369.33 30 64400 32 241,44 36933 18 64400 32 56991 36933 64400 12 SCREWS. ALLOWABLE SHEAR BASED ON AM$ ICBO NO 2392P #10 TEKS ALLOWABLE SHEAR= 277# DIA.= 188" #14 TEKS ALLOWABLE SHEAR= 483# DIA.=.248" REF AISI COLD-FORMED SPECIFICATION.1986 ED ,pg I-55.SEC E3 3 MAX, BEARING FORCE= 3 00*Fu*d*t/2 22 AISI EQ E3 3-2, Fu=52ksi SCREW CAPACITY IS THE LESSER OF ALLOWABLE SHEAR OR BEARING MULTIPLIED BY 1.33 FOR WIND OR SEISMIC. SPACINGQn )= (SCREW CAPACITYA/max)*12 in /ft. < 32"max 3DVd NOiA3d I£6f?-0i9-t>U OS '0Z S66T/i>0/T0 , I- 2 COO £,938 LjJ &u CLa Qia. •z.ai—ti-uuc/j ^uu J- C/)u PQ c/oco + C 4- c !— I KID 00 LJa ID ru ~ (^ CD in 52 LO O CO C\J CU OJ r^ oaj nco-co 00 rHf^ ^5 CO CO co05 C\J CXJ a OJ OJ in ^t-aj ro^ in CT; inN. oco nin r- \Q ino coD (X) oo a> CO COco -co CO sD 00 N CO C\J CO CTiinroo oOJ <V N 00 rr5 OJ « ^0 CO ooo in co Tt COin coin-in OJ 00o> in oj in& inOJ C\J cu 00 CO. C3D u t—ii-u LJ^ OD o> a 13 UJr^^03 ^CJUJ ON ;a.3u ua_iPtCJLJ. ^% /%'ruco ^j a N01A3d 09'