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HomeMy WebLinkAbout2350 CAMINO VIDA ROBLE; ; CB023707; Permit04-03-2003 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB023707 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 2350 CAMINO VIDA ROBLE CBAD Tl Sub Type: 2130500900 Lot#: $22,000.00 Construction Type: Reference #: SEASILVER-EXT STAIRS & FORK LIFT RAMP INDUST 0 VN Applicant: STEVEN WICKLUND 13210 FLORENCE AV 90670 562 777-0983 Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Plan Check#: PENDING 12/10/2002 RMA Owner: SHER CHARLES J 990 HIGHLAND DR #202 SOLANA BEACH CA 92075 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee $192.09 Meter Size $0.00 Add'l Reel. Water Con. Fee $124.86 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $4.62 PFF $0.00 PFF (CFD Fund) $0.00 License Tax $0.00 License Tax (CFD Fund) $0.00 Traffic Impact Fee $0.00 Traffic Impact (CFD Fund) $0.00 PLUMBING TOTAL $0.00 ELECTRICAL TOTAL $0.00 MECHANICAL TOTAL $0.00 Master Drainage Fee Sewer Fee $0.00 Redev Parking Fee $0.00 Additional Fees TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $35.00 $0.00 $0.00 $0.00 $0.00 $0.00 $356.57 Total Fees:$356.57 Total Payments To Date:$124.86 Balance Due:$231.71 Inspector: FINAL APPROVAL Date:Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as 'fees/exactions.* You have 90 days from the date this permit was issued to protest imposition of these fees/exactions, If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have previously been oiven a NOTICE similar to this jr as to which the statute of limitations has oreviouslv othewise exotred. PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 «.I/ft* FOR OFFICE USE ONLY PLAN CHECK EST. VAL. ^ X Plan Ck. Deposit Validated Date _7/6 Address (include Bldg/Suite #)Business Name (at this address) Legal Description Lot No. Subdivision Name/Number Total #ot units\ N8oo20Tf"*$ Assessor's Parcel Existing Use Proposed Use Description of Work SQ. FT.#of Stories # of Bedrooms # of Bathrooms Name Address City State/Zip Telephone # Name Address City State/Zip Telephone # (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 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]). Name State License # Address License Class City State/Zip us&JJcanse # Telephone # ^•^ — - Designer Name State License # Address City State/Zip Telephone orkers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: Q 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. Q 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 worker's compensation insurance carrier and policy number are: surance Company flte Policy No. flMtapiration Date {THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) Q CERTIFICATE OF EXEMPTION: I certify that in the performance of 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. WARNING: Failure to secure workers' compenaation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SNATURE I hereby affirm that I am exempt from the Contractor's License Law for the following reason: Q 1, 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). Q 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 ot property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). C] I am exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. D YES [~]NO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I 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 number / contractors license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE DATE 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? C] YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES Q NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES Q 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. 8. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. 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 ALSO 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 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 tinder the proviajons 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 1 80 daysirom the daWVf such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commBnoidJQrj pe/iod of HJRIays (Secjrq[/1 06.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE WHITE: File YELLOW: Applicant PINK: Finance 09/30/2003 STEVEN WICKLUND 13210 FLORENCE AV90670 Re: Application Date: 12/10/2002 Plan Check #: CB023707 Address: 2350 CAMINO Via Expiration Date: 12/10/20030:00:00 " Permit Type: Tl Description: SEASILVER-EXT STAIRS & FORK LIFT RAMP You applied to have your plans checked on the date noted above. To date, the related building permit has not been obtained. The original plan review application will expire as no building permit has been issued. Plans submitted and not retrieved from the building department prior to the plan check expiration date noted above will be destroyed. The provisions of sections 304 (d) of the Uniform Building Code state: "Section 304 9d) 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." In order to provide better service, please indicate your handling choice for the plans originally submitted and return this letter to the Building Department. Project Abandoned - I will pick up plans within 10 days y Project Abandoned - Plans may be destroyed. If you have any questions, please contact the Building Department at (760) 602-2718. Raenette Abbey Building Department 1635 Faraday Avenue • Carlsbad, CA 92008-7314 - (76O) 602-27OO • FAX (760) 6O2-856O \ - " ' EsGil Corporation In Partnership witK government for Quibfing Safety DATE: 4/1/O3 Q AEEUCANT JURISDICTION: City of Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 02-3707 SET: II PROJECT ADDRESS: 2350 Camino Vida Roble PROJECT NAME: SeasUver Remodel 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: 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: Telephone #: Date contacted: ]/]/ (by: ) Fax #: Mail Telephone-^ Fax In Person REMARKS: 1-Tne code edition in the code analysis shall be revised to 2000 UMC, 2000 UPC and 1999 NEC. 2. GSty to approve the special inspection program. 3. The words "NO PARKING" shall be painted on the ground within each 8' loading and unloading access aisle (in white letters no less than 12" high and located so that it is visible to traffic enforcement officials).4. The upper approach and all treads for the stairway shall be marked with a strip of contrasting color as follows: i) >2" in width, ii) Placed parallel to and ^" from the nose of the step or landing, lii) The strip is required to be as slip resistant as the treads of the stairs. 5. City to field verify that the bathrooms serving the remodel area comply with all the current disabled access requirements. By: David Yao Enclosures: Esgil Corporation D GA D MB D EJ D PC 3/24 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4- (858)560-1468 4 Fax (858) 560-1576 EsGil Corporation In Partiursdip tfitfr government for Sui&fing Safety DATE: 12/19/02 a APPLICANT JURISDICTION: City of Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: O2-37O7 SET: I PROJECT ADDRESS: 2350 Camino Vida Roble PROJECT NAME: Seasilver Remodel I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Steven Wicklund 13210 Florence Ave. Santa Fe Spring, CA 90670 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: Steven Wicklund Telephone #: (562)777-0983 Date contacted: /2-I l^/02(by: £_) Fax #: (562)777-9613 Fax^ In Person D REMARKS: By: David Yao Enclosures: Esgil Corporation D GA D MB D EJ D PC 12/12 tmsma.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 ^ (858)560-1468 + Fax (858) 560-1576 City of Carlsbad 02-3707 12/19/O2 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 02-37O7 OCCUPANCY: S-l? TYPE OF CONSTRUCTION: V-N ALLOWABLE FLOOR AREA: ? SPRINKLERS?: ? REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 12/19/O2 JURISDICTION: City of Carlsbad USE: warehouse ACTUAL AREA: ? i STORIES: 3? HEIGHT: OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 12/12 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 1997 UBC. The following items listed need clarification, modification or change. Al! items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 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. City of Carlsbad 02-3707 12/19/02 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602- 2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. • PLANS 1. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: • Occupancy Group S-1? • Description of Use warehouse? • Sprinklers: Yes or No 4 Stories 3? Three stories warehouse? • Height • Floor Area 2. Provide a statement on the Title Sheet of the plans that this project shall comply with the 2001 edition of the California Building Code (Title 24), which adopts the 1997 UBC, 2000 UMC, 2000 UPC and the 1999 NEC. 3. 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. 1701 of the Uniform Building Code. ITEM REQUIRED? REMARKS - EXPANSION/EPOXY ANCHORS - DESIGNER-SPECIFIED - OTHER 4. When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official City of Carlsbad O2-3707 12/19/O2 for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. • STAIRWAYS 5. Handrails (Section 1003.3.3.6): a) Handrails are required on each side of stairways. b) Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. Note: Where access for the disabled is necessary, Title 24 requires handrails on both sides to extend 12 inches beyond the top nosing and 12 inches plus the tread width beyond the bottom nosing. • MISCELLANEOUS LIFE/SAFETY 6. Guardrails (Section 509.1): a) Shall be installed at all unenclosed floor openings. b) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-B. c) Openings between railings shall be less than 4". The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6". • TITLE 24 DISABLED ACCESS 7. Provide notes and details on the plans to show compliance with the enclosed Disabled Access Review List. Disabled access requirements may be more restrictive than the UBC. • STRUCTURAL 8. The restrained retaining wall at ramp shows the allowable soil bearing pressure is 1200 psf. Provide soil report to justify it or use 1000 psf allowable bearing pressure. 9. The retaining wall calculation shows the total footing width is 1.75 feet. Detail 2/SD2 shows 1'-6" footing. Please check. 10. ICBO #5193 for the HILTI HIT epoxy anchor requires special inspection. Please note on the plan and provide special inspection program. City of Carlsbad O2-3707 12/19/02 • ADDITIONAL 11. 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. 12. 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 13. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 • REMODELS. ADDITIONS AND REPAIRS 1. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the requirements for new buildings, per Section 1134B.2. These requirements apply as follows: a) The area of specific alteration, repair or addition must comply as "new" construction. b) A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. Show a path of travel from the handicapped parking space to the remodel area comply with all the current disabled access requirements. c) Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features. d) Existing drinking fountains (if any) must be shown to comply with all accessibility features. e) Existing public telephones (if any) must be shown to comply with all accessibility features. City of Carlsbad 02-37O7 12/19/02 ACCESSIBLE PARKING 2. Each lot or parking structure where parking is provided for the public, as clients, guests or employees, shall provide accessible parking as required by Section 1129B. 3. Show that the accessible parking spaces are located, per Section 1129B.1 as follows: a) On the shortest possible route to an accessible entrance, when serving a particular building. b) On the shortest route of travel to an accessible entrance of a parking facility. c) Spaces are to be dispersed and located closest to accessible entrances where buildings have multiple accessible entrances with adjacent parking. 4. Show that accessible parking spaces comply with Section 1129B.4.1 as follows: a) Single spaces shall be 14' wide and outlined to provide a 9' parking area and a 5' loading and unloading area on the passenger side of the vehicle. b) When more than one space is provided, in lieu of providing a 14' space for each space, two spaces can be provided within a 23' area with a 5' loading zone between each 9'0" wide space. c) Each space is to be a minimum of 18' in depth. 5. At least one in every 8 accessible parking spaces shall be served by an access aisle >96" in width and designated as VAN ACCESSIBLE, per Section 1129BA2. 6. The words "NO PARKING" shall be painted on the ground within each 8' loading and unloading access aisle (in white letters no less than 12" high and located so that it is visible to traffic enforcement officials). Section 1129B.4.2. 7. Ramps shall not encroach into any accessible parking space or the adjacent access aisle. Section 1129B.4.3. 8. Show on the site plan that accessible parking space(s) are to be located such that disabled persons are not compelled to wheel or walk behind parked cars other than their own, per Section 1129B.4.3. 9. Show that a bumper or curb is to be provided, and located at each space, to prevent encroachment of cars into the required width of walkways, per Section 1129B.4.3. 10. Show or note that the maximum slope of the parking surface at the accessible space and adjacent access aisle, in any direction, is %" per ft (2%), per Section 1129B.4.3. 11. Show or note on the plans that the accessible parking spaces are to be identified by a reflectorized sign, permanently posted immediately adjacent to and visible from each space, consisting of: City of Carlsbad 02-37O7 12/19/O2 a) A profile view of a wheelchair with occupant in white on dark blue background. b) The sign shall >70 in.2 in area. c) When in the path of travel, they shall be posted >80" from the bottom of the sign to parking space finished grade. d) Signs may also be centered on the wall of the interior end of the parking space >36" from the parking space finished grade, ground or sidewalk. e) Spaces complying with Section 1129B.4.2 shall have an additional sign 'Van-Accessible" mounted below the symbol of accessibility per Section 1129B.5. f) •* In addition, the surface of each accessible space is required to be marked with the international symbol of accessibility. 12. Show, or note, that an additional sign shall also be posted in a conspicuous place at each entrance to off street parking facilities, or immediately adjacent to and visible from each stall or space. The sign shall be >17" x 22" with lettering not 1" in height. Per Section 1129B.5 required wording is as follows. "Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or license plates issued for persons with disabilities may be towed away at owner's expense. Towed vehicles may be reclaimed at or by telephoning ." • CURB RAMPSdF APPLICABLE) 13. Curb ramps shall be constructed where a pedestrian way crosses a curb or at each comer of a street intersection, per Section 1127B.5.1. 14. Plans shall show that curb ramps are >48" wide with a slope of 1:12 (8.33%), per Sections 1127B.5.2 and 1127B.5.3. The lower end of each curb ramp shall have a 1/2" lip beveled 45°, per Section 1127B.5.5. 15. Show that the landing at the top of the curb shall be level and >48" depth for the entire width of the curb ramp. Section 1127B.5.4. 16. The slope of the fanned or flared sides of curb ramps shall not exceed 1:10, per Section 1127B.5.4. 17. Show or note that the surface of all curb ramps and the flared sides are to be slip resistant, and contrasting from the adjacent sidewalk finish, per Section 1127B.5.6. • WALKS AND SIDEWALKS 18. If any proposed walks slope >1:20 (5%) they must comply with ramp requirements, per Section 1133B.5.1. 19. Walks along an accessible route of travel are required to be >48" minimum in width and have slip resistant surfaces, per Section 1133B.7. 20. The maximum permitted cross slope shall be %" per ft., per Section 1133B.7.1.3. City of Carlsbad 02-37O7 12/19/02 21. Show or note that any abrupt level changes will be Yz" along any accessible route of travel. When changes do occur, they shall be beveled with a slope of 1:2. Level changes of %" may be vertical. NOTE: If level changes >Yz, they must comply with the requirements of curb ramps. 22. Show that a 60" x 60" level area is provided at areas where a door (or gate) swings toward the walk in the accessible route of travel, per Section 1133B.7.5. Show that the walk extends >24" beyond the strike edge of the strike edge of any door (or gate) that swings toward the walk. DOORS 23. Show, or note, that there is a level floor or landing on each side of all doors. The floor or landing is to be Yz" lower than the doorway threshold, per Section 1133.2.4.1. 24. Show or note that all hand-activated door opening hardware meets the following requirements, per Section 1133B.2.5.2: a) Latching, or locking, doors in a path of travel are operated with a single effort by lever type hardware, by panic bars, push-pull activating bars, or other hardware designed to provide passage without requiring the ability to grasp the opening hardware. b) Is to be centered >30" but 44" above floor. 25. Show or note that the maximum effort to operate doors shall not exceed Q-Yz pounds for exterior doors and 5 pounds for interior doors, with such pull or push effort being applied at right angles to hinged doors and at the center plane of sliding or folding doors. When fire doors are utilized, the maximum effort to operate the door may be increased to not exceed 15 pounds. Section 1133B.2.5. 26. Show or note that the lower 10" of all doors comply with Section 1133B.2.6, as follows: a) To be smooth and uninterrupted, to allow the door to be opened by a wheelchair footrest, without creating a trap or hazardous condition. b) Narrow frame doors may use a 10" high smooth panel on the push side of the door. STAIRWAYS AND HANDRAILS 27. Show that handrails extend a >12" beyond top nosing, and >12"-plus-tread-width beyond the bottom nosing, per Section 1133B.4.2.2. 28. Show that stairways occurring outside a building comply with Section 1133B as follows: a) The upper approach and all treads shall be marked with a strip of contrasting color as follows: City of Carlsbad 02-3707 12/19/02 i) >2" in width. ii) Placed parallel to and 1" from the nose of the step or landing, iii) The strip is required to be as slip resistant as the treads of the stairs, b) Treads shall be: i) Smooth, rounded or chamfered exposed edges. ii) Have no abrupt edges at the nosing projecting 1H" past the face of the riser above. iii) Open risers are not permitted. • SANITARY FACILITIES The bathroom serving the remodel area shall be accessible. Show the location and all details, notes. 29. Note that the doorways leading to sanitary facilities shall be identified, per Section 1115B.5, as follows: a) An equilateral triangle %" thick with edges 12" long and a vortex pointing upward at men's rest rooms. b) A circle %" thick, 12" in diameter at women's rest rooms. c) A 12" diameter circle with a triangle superimposed on the circle and within the 12" diameter at unisex rest rooms. d) The required symbols shall be centered on the door at a height of 60". e) Braille signage shall also be located on the wall adjacent to the latch outside of the doorways leading to the sanitary facilities, per Section 1117B.5.7. END OF DOCUMENT City of Carlsbad 02-3707 12/19/02 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER: /g/ OWNER'S NAME: I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that 1, or the architect/engineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (DEC) Section 1701.1 for the construction project located at the site listed above. UBC Section 106.3.5. Signed I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106.3.5 for the construction project located at the site listed above. 1. List of work requiring special inspection: Soils Compliance Prior to Foundation Inspection Structural Concrete Over 2500 PSI Prestressed Concrete Structural Masonry Designer Specified '•Seal Field Welding High Strength Bolting Expansion/Epoxy Anchors Sprayed-On Fireproofing Other 2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: B. c. 3. Duties of the special inspectors for the work listed above: A. B. c. Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site. PLUMP ENGINEERING INC. Structural Engineering 13210 Florence Avenue Sivnta Fe Springs CA. 90670 Phone (562) 777-0983 Fax (562) 777-9613 Client: Tille: File: By: ICEB SHASM.VKK 020904.3 RP Date: 3-18-03 Sheet: SK-1 STRUCTURAL OBSERVATION 1. STRUCTURAL OBSERVATION BY THE ENGINEER/ARCHITECT SHALL BE PERFORMED. A STATEMENT IN WRITING SHALL BE GIVEN TO THE BUILDING OFFICAL STATING THAT THE SITE VISITS HAVE BEEN MADE AND WHETHER OR DR NOT ANY OBSERVED DEFICIENCIES HAVE BEEN CORRECTED TO CONFORM TO THE APPROVED PLANS AND SPECIFICATIONS. OWNER'S RESPONSIBILITY 1. IT IS THE OWNER'S RESPONSIBILITY TD RETAIN QUALIFIED LICENCED DEPUTY INSPECTORS TO INSPECT THE WORK AS SPECIFIED IN THESE PLANS AND TQ PROVIDE WRITTEN REPORTS TO THE OWNER, ARCHITECT AND ENGINEER DOCUMENTING APPROVAL OR REJECTION OF SUCH WORK. WE WOULD RECOMMEND THAT THE OWNER RETAIN ONE OF THE FOLLOWING THREE TESTING LABORATORIES TO COMPLETE THIS WORK; 1.1 LOS ANGELES TESTING LABS 7950 GARFIELD AVENUE BELL GARDENS, CA 90201 PHONE tt (310) 927-2616 CONTACT. AL LISECKAS 1.2 SANDY PRINGLE & ASSOCIATES P.O. BOX 840 HERMOSA BEACH, CA 90254-0840 PHONE tt (800) 598-1970 CONTACT. SANDY PRINGLE 1.3 SMITH-EMERY 781 EAST WASHINGTON BOULEVARD LOS ANGELES, CA 90021 PHONE tt <213> 749-3411 CONTACT. MAXINE ESTRADA CONTRACTOR'S RESPONSIBILITY 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL REQUIRED INSPECTIONS WITH THE DEPUTY INSPECTOR RETAINED BY THE OWNER, CITY INPSECTORS AND BY THE ENGINEER OF RECORD OR ANOTHER LICENSED ENGINEER TD CONTRACTOR SHALL NOTIFY THE INSPECTOR OR ENGINEER PRIOR TD ANY SCHEDULED INSPECTION DR OBSERVATION PROVIDING A REASONABLE AMOUNT OF TIME FOR THE INSPECTOR OR ENGINEER TO MAKE THE NECESSARY ARRANGEMENTS. City of Carlsbad 02-3707 12/19/O2 VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 02-3707 PREPARED BY: David Yao DATE: 12/19/02 BUILDING ADDRESS: 2350 Camino Vida Roble BUILDING OCCUPANCY: S-l TYPE OF CONSTRUCTION: V-N BUILDING PORTION remodel Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq.Ft.) cb Valuation Multiplier By Ordinance Reg. Mod. per city VALUE ($) 22,000 22,000 $192.09 Plan Check Fee by Ordinance Type of Review: Q Repetitive Fee Repeats Complete Review D Other i Hourly Structural Only Hour* Esgll Plan RovUw F«e $124.86 $107.57 Comments: Sheet 1 of 1 macvalue.doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB O~Z- 3 To "7 DATE ADDRESS 2~? O? RESIDENTIAL RESIDENTIAL ADDITION MINOR « $10,000.00) PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER t Mfla trm/i t- tt- r TUfm. /£*7a«/&cV- l-eiUf- t/fr PLANNER [/ lys/fj.—-DATE ENGINEER ooc&MfsnmntfPi«ining Entfneerfng Approvals DATE PLUMP IHGIHEEBIHG INC. STRUCTURAL CALCULATIONS Client:ICEB Project:SEASILVER Location:2350 CAMINO VIDA RQBLE. CARLSBAD. CA Building Code: 2001 CBC Plump File No: 020904.2 By: R.P. Date: December 9, 2002 Revisions: These calculations not valid unless signed and sealed in space above. 13210 Florence Avenue Santa Fe Springs, CA 90670 (562) 777-0983 Fax (562) 777-9613 J3 7 I Plump Engineering, Inc. 13210 Florence Ave. Santa Fe Springs, CA 90670 562-777-0983 Fax: 562-777-9613 Title SEASILVER Job# : 020904.2 Description.... Dsgnr: RP Page: Date: DEC 5,2002 •H S Urm «*CS Richard Plump, P.E.This Wall in File: C:\RP6\020904.RP5 u!?d Ce™p"ooi, (el 1989-2001 Restrained Retaining Wall Design -f/M^ Criteria I Retained Height = 5.00 ft Wall height above soil = _°-°Pft Total Wall Height = 5.00ft Top Support Height = 5.00 ft Slope Behind Wai ~ 0.00 : 1 Height of Soil over Toe = 1 2.00 in Soil Density = 11 0.00 pcf Wind on Stem = 0.0 psf Surcharge Loads | Surcharge Over Heel = 1 00.0 psf >»Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning Axial Load Applied to Stem ^ Axial Dead Load = 0.0 Ibs Axial Live Load = 0.0 Ibs Axial Load Eccentricity = 0.0 in Design Summary I Total Bearing Load = 1,113 Ibs . ..resultant ecc. = 2.24 in Soil Pressure @ Toe = 1,043 psf OK Soil Pressure @ Heel = 228 psf OK Allowable - 1.200 psf {— Soil Pressure Less Than Allowable AC! Factored @ Toe = 1 ,460 psf ACI Factored @ Heel = 320 psf Footing Shear @ Toe = 5.5 psi OK Footing Shear @ Heel = 3.4 psi OK Allowable = 76.0 psi Reaction at Top = 192.2 Ibs Reaction at Bottom = 496.5 Ibs Sliding Stability Ratio = 1 .65 OK Sliding Calcs L.3t@r3l oIlQlnu rOrCG ~ *tyo.O IDS less 100% Friction Force= - 445.0 Ibs Added Force Req'd = 0.0 Ibs OK ....for 1.5:1 Stability = 0.0 Ibs OK Footing Design Results I Toe^^^^neei Soil Data M Footing Stfe/igths & Dimensions | Allow Soil Bearing = 1 ,200.0 psf Toe ™dth Equivalent Fluid Pressure Method Heel Wldth Heel Active Pressure = 30.0 psf/ft Total Footing Widtr Toe Active Pressure = 30.0 psf/ft Footing Thickness = Passive Pressure = 250.0 psf/ft Water height over heel = 0.0 ft J£* g™jj Footing||Soil Frictior - 0.400 Key Distance from Toe = Soil height to ignore f c _ 2 000 psi Fv = for passive pressure = 12.00in Footing Concrete Density = Min. As % = Cover ©Top = 2. 00 in @ Uniform Lateral Load Applied to Stem | Adjacent Footing Load Lateral Load = 0.0 #/ft Adjacent Footing Load = ...Height to Top = 0.00ft Footing Width .. .Height to Bottorr = 0.00ft Eccentricity Wall to Ftg CL Dist Footing Type Base Above/Below Soil at Back of Wall [ Concrete Stem Construction Thickness = 6.00 in py = 40,000 psi Wall Weight = 75.0 pcf fc = 2,000 psi Stem is FREE to rotate at top of footing «S£- "f^XUX^ r^t Mmax BetweenJGL s- ^ @ Top Support Top & Base -*-• 4^, stem OK Stem OK Design height = 5.00 ft 2.21 ft Rebar Size = # 4 #4 Rebar Spacing = 24.00 in ' 24.00 in Rebar Placed at = Center Center Rebar Depth 'd1 = 3.00 in 3.00 in Design Data fb/FB + fa/Fa = 0.000 0.628 Mu.... Actual = 0.0 ft-# 546.5 ft-* Mn * Phi Allowable - 870.5 ft-# 870.5 ft-# Shear Force @ this height = 0.0 Ibs Shear Actual = 0.00 psi t Shear Allowable = 76.03 psi Rebar Lap Required = 34.88 in 34.88 in Rebar embedment into footing = 0.63ft 1.13 1.75 12.00 in 0.00 in 0.00 in 0.00ft 60,000 psi 150.00 pcf 0.0018 Btm.= 3.00 in 1 0.0 Ibs 0.00ft 0.00 in 0.00ft Line Load 0.0ft I @ Base of Wall Stem OK 0.00ft # 4 24.00 in Center 3.00 in 0.000 O.Oft-# 870.5 ft-# 517.1 Ibs 14.36 psi 76.03 psi 6.26 in Factored Pressure = 1 .460 320 psf Qther Acceptable sizes & Spacings: Mu' : Upward - 259 89 ft-# Toe: None Spec-d _or_ Not req-d Mu < S ' Fr Mu' : Downward = 71 219 ft-* Heel: None Spec'd -or- Not req'd, Mu < S * Fr Mu: Design - 188 130ft-# Key: No key defined -or- No key defined Actual 1-Way Shear = 5.47 3.44 psi Allow 1 -Way Shear = 76.03 76.03 psi I Plump Engineering, Inc. 13210 Florence Ave. Santa Fe Springs, CA 90670 562-777-0983 Fax: 562-777-9613 Richard Plump, P.E. Title SEASILVER Job# : 020904.2 Description.... Dsgnr: RP Page: Date: DEC 5,2002 This Wall In File: C:\RP6\020904.RP5 RetainPro Version 6.0 Build Date : 10-SEP-2001, fc) 1989-2001 Restrained Retaining Wall Design Resisting Moments- Surcharge Over Heel Adjacent Footing Load Axial Dead Load on Stem Soil Over Toe Surcharge Over Toe Stem Weight Soil Over Heel Footing Weight Total Vertical Force Vertical Lateral Distance Moment Ibs Ibs ft ft-# | Summary of Forces on Footing : Slab is NOT resisting sliding, stem is PINNED at footing Forces acting on footing for overturning, sliding, & soil pressure Lateral Distance Moment Overturning Moments... Ibs ft ft-# Stem Shear @ Top of Footing = -304.2 1.00 -304.2 Heel Active Pressure = -192,3 0.49 -93.6 Sliding Force = 49ffs~ Overturning Moment = -397.8 Footing Stability Ratio 2.92 Net Moment Used For Soil Pressure Calculations 208.0 ft-# 62.5 68.8 375.0 343.8 262.5 1.44 0.31 0.88 1.44 0.88 89.8 21.5 328.1 494.1 229.7 1,112.5 Ibs Resisting Moment =1,163.3 f I lOO.psf Lateral Restraint 192.2# inc Plump Engineering, Inc. 13210 Florence Ave. Santa Fe Springs, Ca 90670 562-777-0983 FAX:562-777-9613 RichardPlump@PEICA.COM Title: SEASILVER Dsgnr: RP Description: Scope: Job # 020904.2 Date: Rev: 550100 User: KW-06C (0)1963-2001 ENERCAUC Engineering Softwaiuser:Kw^6oi6ij,yers.5,0.25-sep-2_oQi ^ Concrete Rectangular & Tee Beam Design Page 1 p:\enercalc\020904.2.ecw:Calculations Description STAIRS General Information Calculations are designed to ACI 318-95 and 1997 UBC Requirements jj Span 11.00ft Depth 6.000 in Width 12.000 in Beam Weight Added Internally fc Fy Concrete Wt. Seismic Zone End Fixity 2,000psi 60,000 psi 145.0pcf 0 Pinned-Pinned Live Load acts with Short Term Reinforcing Rebar @ Center of Beam... Count Size 'd1 from Top #1 1 5 S.OOin Uniform Loads Rebar @ Left End of Beam... Count Size 'd' from Top #1 1 5 3.00 in Rebar @ Right End of Beam... Count Size 'd' from Top #1 1 5 3.00 in Dead Load #1 Live Load 0.100 k Short Term Start 0.000 ft End 5.000 ft 1 Summary I Span = 11.00ft, Width=12.00in Depth Maximum Moment : Mu Allowable Moment : Mn'phi Maximum Shear : Vu Allowable Shear : Vn*phi = 6.00in 2.72 k-ft 3.54 k-ft 1.16k 2.74k Shear Stirrups... Stirrup Area @ Section 0.440 in2 Region 0.000 1.833 3.667 Max. Spacing Not Req'd Not Req'd Not Req'd MaxVu 1.155 0.725 0.224 Bending & Shear Force Summary Maximum Deflection Max Reaction @ Left Max Reaction @ Right 5.500 7.333 Not Req'd Not Req'd 0.224 0.376 Beam Design OK -0.0691 in 0.79k 0.51 k 9.167 11.000ft Not Req'd Not Req'd in 0.564 0.725 k •} Bending... Mn @ Center @ Left End @ Right End Shear... Vn' @ Left End @ Right End *Phi 3,54 k-ft 3.54 k-ft 3.54 k-ft Phi 2.74k 2.74k Mu, Vu Eq. 9-1 2,72 k-ft 0.00 k-fto.oo k-n , Eq. 9-1 1.16k 0,72k Mu, Eq. 9-2 2.04 k-ft 0.00 k-ft 0.00 k-ft VU, Eq. 9-2 0.87k 0.54k Mu, Eq. 9-3 0.99 k-ft 0.00 k-ft 0.00 k-ft Vu, Eq. 9-3 0.34k 0.34k Deflection j Deflections... DL -t- [Bm Wt] DL + LL + [Bm Wt] DL + LL + ST + [Bm Wt] Reactions... DL + [Bm Wt]] DL + LL + [Bm Wt] DL + LL + ST + [Bm Wt] Upward 0.0000 0.0000 0.0000 ©Left in in in at at at 0.0000 ft 0.0000 ft 0.0000ft 0.399 k 0.785 k 0.785 k I® Riant 0.399 0.512 0.512 k k k -0.0434 -0.0691 -0.0691 Downward in at 5 in at 5 in at 5 5000ft 3240ft 3240ft Plump Engineering, Inc. 13210 Florence Ave. Santa Fe Springs, Ca 90670 562-777-0983 FAX:562-777-9613 RichardPlump@PEICA.COM Title : SEASILVER Dsgnr: RP Description: Scope: Job # 020904.2 Date: ___ _ _ _"Rev: 550100 ""U»t»r; KW-0601611, Ver 550. 25-S»p-2001(e)1983-2001 ENERCALC Engineer ing Software Concrete Rectangular & Tee Beam Design Page 2 p:\enercalc\020904.2.ecw:Calculations Description STAIRS Section Analysis g Evaluate Moment Capacity... X : Neutral Axis a = beta * Xneutral Compression in Concrete Sum [Steel comp. forces] Tension in Reinforcing Find Max As for Ductile Failure... X-Balanced Xmax = Xbal * 0.75 a-max = beta * Xbal Compression in Concrete Sum [Steel Comp Forces] Total Compressive Force AS Max = Tot Force / Fy Actual Tension As Additional Deflection Calcs Neutral Axis (gross (cracked Elastic Modulus Fr = 7.5'fcA.5 ZiCracking Zicracking > 175 : No Good! Eff. Flange Width Center 1.070 in 0.909 in 18.554 k 0.000 k -18.600 k 1 .776 in 1 .332 in 1 .509 in 23.091 k 0.000 k 23.091 k 0.385 in2 0.310 OK 1.070 in 216.00 in4 18.04 in4 2,549.1 ksi 335.410 psi 0.000 ksi 12.00 in Left End 1.070 in 0.909 in 18.554k 0.000 k -18.600k 1.776 in 1.332 in 1.509 in 23.091 k 0.000 k 23.091 k 0.385 in2 0.000 OK Mcr MsiMax DL + LL R1 = (Ms:DL+LL)/Mcr Ms:Max DL+LL+ST R2 = (Ms:DL+LL+ST)/Mcr l:eff... Ms(DL+LL) l:eff... Ms(DL+LL+ST) Riant End 1.070 in 0.909 in 18.554k 0.000 k -18.600k 1.7755 in 1 .332 in 1 ,509 in 23.091 k 0.000 k 23.091 k 0.385 in2 0.310 OK | 2.01 k-ft 1 .79 k-ft 1.127 1 .78 k-ft 1.128 216.000 in4 216.000 in4 ACI Factors (per ACI, applied internally to entered loads) jg ACI 9-1 &9-2 DL 1.400 ACI 9-1 &9-2 LL 1.700 ACI 9-1 &9-2 ST 1.700 .. ..seismic = ST * : 1.100 ACI 9-2 Group Factor 0.750 UBC 1921 ACI 9-3 Dead Load ACI 9-3 Short Term Factor 0.900 UBC 1921 Factor 1.300 2.7 "1.4" Factor 1.400 2.7 "0.9" Factor 0.900 4 I Plump Engineering, Inc. 13210 Florence Ave. Santa Fe Springs, Ca 90670 562-777-0983 FAX:562-777-9613 RichardPlump@PEtCA.COM Title : SEASILVER Dsgnr: RP Description: Scope : Date: _ Rev: 550100 User: KW-06Q1611. Ver 5.5.0,25-Sep-2001 (c)19B3-2001 ENERCALC Engineering Software^Concrete Rectangular & Tee Beam Design Job # 020904.2 Page 3 p:\enercalc\020904.2. ecw:Calculations Description STAIRS Sketch & Diagram Location Along Member IN)"" " ' 60 ytO B'BO '690 11.00 Beam Sketch j Moment (k-1) Location Atono Member (ft) Stresses for ACI 9-1 Combination Momenl (k-fl) Location Atong Member (ft) Stresses for ACI 9-2 Combination flt-ft) Localtofi Aking Member (H) Stresses for ACI 9-3 Combination Local Y Deflection (In) Locallon Along Member (ft) Stresses for Service Dead + Live Loads lA 6.90 111.00" 1 f11.00 Local *y' Deflecttori (in) Location Along Member (fl) Stresses for Dead+Live+Short Term Loads Consulling Engineers in S trueI u ra1Engin e e r i ng 13210 Florence Avenue Santa Fe Springs CA. 90670 Phone (562) 777-0983 Fax (562)777-9613 -1/4" CAP it \JedT PLAN * \i3 4 I incri«*f iniiiiiiii IK Rev: &5010QUser KW-0601611, Ver 55 0, 25-Sep-2001(c)1983-2001 ENERCALC Engineering Software Title : SEASILVER Dsgnr: RP Description: Plump Engineering, Inc. 13210 Florence Ave. Santa Fe Springs, Ca 90670 562-777-0983 FAX:562-777-9613 RichardPlump@PEICA.COM Steel Beam Design Job # 020904.2 Date: Scope: Page 1 p:\enercalc\020904.2.ecw: Calculations Description HORIZ. MEMBER General Information Steel Section : TS6X6X1/4 Center Span 15.00 ft Lett Cant. 0.00 ft Right Cant 0.00 ft Lu : Unbraced Length 0.00 ft Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements b Fy 46.00 ksi Pinned-Pinned Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi LL & ST Act Together Distributed Loads | #1 DL LL ST 0.113 Start Location End Location #2 #3 #4 #5 #6 #7 k/ft k/ft k/ft ft ft 1 Summary | Using: TS6X6X1/4 section, Span = 15.00ft, Fy = 46.0ksi End Fixity = Pinned-Pinned, Lu = 0.00ft, LDF = 1 .000 Actual Moment fb : Bending Stress fb/Fb Shear fv : Shear Stress fv/Fv 3.178 k-ft 3.776 ksi 0.124 : 1 0.847k 0.282 ksi 0.015 : 1 Allowable 25.553 k-ft 30.360 ksi 27.600 k 18.400 ksi Beam OK Short Term Load Case Governs Stress Max. Deflection -0.146 in Length/DL Defl 0.0 : 1 Length/(DL+LL Defl) 1,228.8 : 1 Force & Stress Summary «- These columns are Dead + Live Load placed as noted --» DL LL LL+ST LL , LL+ST Maximum Max. M + Max. M - Max. M @ Left ' Max. M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Defl ...Query Defl @ Reaction @ Left Reaction @ Rt Fa calc'd per 1.5-1, Section Properties Depth Width Thickness Area 3. 18 k-ft 0.85k 0.85k -0.1 46 in 0.000 in 0.000 in 0.000 ft 0.85 0.85 K"Ur < Cc TS6X6X1/4 6. 000 in 6. 000 in 0.250 in 5.59 in2 Only © Center 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Weight l-xx l-yy S-xx S-yy <9J Center (3>. Cants 3.18 0.85 0.85 -0.146 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.85 0.85 18.99#/ft r-xx 30.30 in4 r-yy 30.30 in4 10.100in3 10.100in3 <S>. Cants k-ft k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k J 2.328 in 2.328 in I Plump Engineering, Inc. 13210 Florence Ave. Santa Fe Springs, Ca 90670 562-777-0983 FAX=562-777-9613 RichardPlump@PEICA.COM Title : SEASILVER Dsgnr: RP Description: Scope: Rev; 550100 User: KW-0601611. Ver 5.5.0, 25-Sep-2001(c)1983-2001 ENERCALC Engineering Software Steel Beam Design Job # 020904.2 Date: Page 2 p:\enercalc\020904.2.ecw: Calculations Description HORIZ. MEMBER Sketch & Diagram rTTl ITS 111TIU ll'il IITI111 V Mmax - 3.2k-fi Dmax = -0.146in Rmax - O.M7k Vmax © ten - 0.847k Rmai • 0 847k Vmax© rt = 0.947k 0")LocaMon Atorio NtemMr (fl) I •nciimuiiM inc. Plump Engineering, Inc. 13210 Florence Ave. Santa Fe Springs, Ca 90670 562-777-0983 FAX:562-777-9613 RichardPlump@PEICA.COM_ _________ ___ Rev: 550100User KW-0601611, Ver 5.5.0, 25-Sep-2001 (c)1983-2001 ENERCALC Engineering Software Title : SEASILVER Dsgnr: RP Description : Scope: Steel Beam Design Job # 020904.2 Date: Page 1j p:\enercalc\020904.2.ecw:Caiculations I Description VERT MEMBER General Information Calculations are designed to A1SC 9th Edition ASD and 1997 UBC Requirements Steel Section : TS6X6X1/4 Pinned-Pinned Center Span 17.00 ft Left Cant. Right Cant Lu : Unbraced Length 0.00ft 0.00ft 0.00ft LL & ST'Act Together Fy Load Duration Factor Elastic Modulus 46.00 ksi 1.00 29,000.0 ksi Point Loads #1 #2 #3 #4 #6 #7 Dead Load 0.848 Live Load Short Term Location 13.000 1 Summary I k k k ft Beam OK Using: TS6X6X1/4 section. Span = 17.00ft, Fy = 46.0ksi End Fixity = Pinned-Pinned. Lu = 0.00ft, LDF = 1.000 Moment fb : Bending Stress fb/ Fb Shear fv : Shear Stress fv/Fv Actual 2.591 k-ft 3.079 ksi 0 101 • 1 0.648 k 0.216 ksi 0.012 : 1 Allowable 25.553 k-ft 30.360 ksi 27.600 k 18.400 ksi oiauc Loaa uase governs stress Max. Deflection Length/DL Deft Length/(DL+LL Defl) -0.114 1 ,796.8 1.796.8 in : 1 : 1 Force & Stress Summary «-- These columns are Dead + Live Load placed as noted -» Max. M •*• Max. M - Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Defl ...Query Defl @ Maximum 2.58 k-ft 0.20k 0.65k -0.114 in 0.000 in 0.000 in 0.000 ft LL LL+ST Center LL Cants Reaction @ Left 0.20 Reaction @ Rt 0.65 Fa calc'd per 1.5-1, K'Ur < Cc 0.20 0.65 -0.114 0.000 0.000 0.000 0.200.65 0.000 0.000 0.000 0.000 -0.114 0.000 0.000 0.000 0.20 0.65 0.000 0.000 0.000 tf.ooo LL+ST 3? Cants k-ft k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k Section Properties TS6X6X1/4 Depth Width Thickness Area 6.000 in 6. 000 in 0.250 in 5.59 in2 Weight l-xx l-yy S-xx S-yy 18.99#/ft 30.30 in4 30.30 in4 10.100in3 10.100ln3 r-xx r-yy 2.328 in 2.328 in Plump Engineering, Inc. 13210 Florence Ave. Santa Fe Springs, Ca 90670 562-777-0983 FAX:562-777-9613•no'!**' '"lill'ULli'iRev:"550iOO~~User: KW-0601611, Ver 5.5.0. 25-Sap-2001(c)1983-2001 ENERCAIC Engineering Software 1 t Title : SEASILVER Dsgnr: RP Description : Scope: Steel Beam Design Job # 020904.2 Date: Page 2 p:\enefcalc\020904.2.ecw:Ca!culations Description VERT MEMBER Sketch & Diagram Umax • 2.6k-H Dmax Rmax * 0.200k Vmax ® teB = 0.200k Local V Dehectlon (In)Location AMng Member (It) S CO -OS UJI- >CO LU a LU y= _O CO -I H *\ tt rp CJ < 4 o^ k "" 0 ^ <i ' ^ 1 ^ | V^N A35 ^ •x ) ^\n\ ^ ^^ ^rv ^ ^\ ^