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HomeMy WebLinkAbout1989 PALOMAR OAKS WAY; ; CB960911; Permit-- .. . - 4 44_ i7 B U I L D I N.G P ER M I T Permit No. CB90911, 06/24,6 16:18 . . Projet No: A9601291. Page 1 of 1 . . Developrr(ent No: • Job Address: 1989 PALOMAR OAKS WY Suite: B'II 06/24/96 0001 01 02.: Permit Type: INDUSTRIAL TENANT IMPROVEMENT . . •e_T ••00 Parcel No: 213-092-23-00 Lot#: . - • Valuation: 16,406 . ConstructionType:VN. , Occupancy Group: . . Reference#.: . Status: ,ISSUED ' Description: ADD PARTITION WALLSLIGHTS.& . Applied: 0.5/22/96 :MOVE SPRINKLER HEADS -GIGATEK Apr/Issue: 66'/,24/'96'- En tered By: RMA Appl/Ownr : HELVIE, MARK I j, 619-436-8281 . 660 WESTLAKE ST . :.. .•- • -. • ENCININTAS GSA- 9 . •,, Fees Required -* '¼ -- **cted&Credit-------- Fees: 3 00 . . Adjustments: . j 00 Totafl': . . 00 Total Fees: /35 0 To .P)r'rr . . 117.O0 alanc : - - 23600- Building Permit 6:1 Plan Check '117.00 Strong Motion Fe6 3.00 Enter '1 for.Remode io.00:yl . ••' ELECTRICAL TOTAL \ . \, '. •: -o.00 Enter 'Y' for Mechanial ste. eeOOTED 15-.00.Y- 1952 Sd MECHANICAL.'TOTAL 33. 00 F APPROVAL DAT LEA CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 -. .-- S - . . -.- .- •-.. - * *, j Uurli iitP.L!UK NAME (last name first) /1EL 'fr1 k STATE C.A ZIP CODE 2. DAY TELEPHONE 7- 75'S ADDRESS 460 4e7-'1-ie ST. Cle PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Patinas Dr., Carlsbad, CA 92009 (619) 438-1161 From List I (see back) give code of Permit-Type: .1— 7.Z --------------------------------------------------------- For Residential Prolects Only: From List 2 (see back) give PLAN CHECK NO. ¶ ()C1 (( PLANCKDEPOSIT 1 /7 VALID. BY 1) A-'-- Code of Structure-Type ri 7633 05/22,'96 0001 01 02 Net Loss/Gain of Dwelling Units C-PRMT 117.00 2. PROJECT INFORMATION FOR OFFICE USE ONLY iaaress iiing or Suite NO. /7Q i,tMR 041cS Z RCOSS ---.• v,' foi3/ / Nearest Cross Street 5,60 CHECK BELOW IF SUBMITTED: 152 Energy Calcs 92 Structural Calcs 92 Soils Report 0 1 Addressed Envelope ASSESSOR'S PARCEL I 2. 3S7 EXISTING USE PROPOSED USE DESCRIPTION OF WORK 4b,)72 )rn?;oJ -. SQ. FT. - #OF STORIES # OF BEDROOMS # OF BATHROOMS - NAME (last.name first) - ADDRESS C CITY 1 STATE ZIP CODE DAY TELEPHONE 4 APPUcANT ONTRACTOR L ,NAME (last name first) // U AGENT FOR Jç CONTRACTOR U OWNER ADDRESS (6 60 U AGENT FOR OWNER WeS74kt S CITY Wc4- STATE - ZIP CODE 9202:? DAY TELEPHONE ei a s 5. PROPERTY UWNEK NAME (last name first) G74\'z.. M&'iy SSADDRESS 1 181 ?'ii o,v4& 04-1e c.ui'-j CITY ezIs 3,0 STATE C.%- - ZIP CODE 77-00 DAY TELEPHONE STATE LIC. #00275 LiCENSE CLASS /-3 -/ CITY BUSINESS UC. # C name CITY STATE ZIP CODE DAY TELEPHONE STATE LTC. # 7. WORKERS' DMPENSA11ON 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. Q. INSURANCE COMPANY POLICY NO. EXPIRATION DATE Certificate of Exemption: I certily 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 sub t t the Workers' Compensation Laws of California. SIGNATURE/' 14... DATE Owner-builder Declaration: I hereby affirm that I am exempt from the Contractors License Law for the IoIIowing reason: I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.). 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions r 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). - I am exempt under Section Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 255 , 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? DYES 15 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES 0 NO Is the facility to be constructed within 1,00 feet of the outer boundary of a school site? YES W NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DIsm1Cr. ereby atrirm 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 10. APPLICANT CLII.ICPff1ON I certify that I have read the 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 ALSO AGREE 10 SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JI.JDGMENTS (0515 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 Buildin fficial der th provisis of thide shall expire by limitation and become null and void if the building or work authorized by such or co enc thin days fro the APPLICANTS SIGNATURE date of such permit or if the building or DATE work authorized by such permit is suspended or aban period mmenc for a period of 180 days (Section 303(d) Uniform Bu U/c Finance 0 CITY OF CARLSBAD INSPECTION REQUEST PERMIT#CB960911 FOR 10/11/96 DESCr(IPTION: ADD PARTITION WALLS,LIGHTS & MOVE SPRINKLER HEADS - GIGATEK TYPE: ITI JOB ADDRESS: 1989 PALOMAR OAKS WY APPLICANT: HELVIE, MARK CONTRACTOR: OWNER: REMARKS: MW/ SPECIAL INSTRUCT: THRU REAR DOORS PK LOT INSPECTOR AREA TP PLANCK# CB960911 0CC GRP CONSTR. TYPE VN STE: LOT: PHONE: 619-436-8281 PHONE: PHONE: INSPECTOR A TOTAL TIME: CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ***** INSPECTION HISTORY ***** DATE 082296 072596 071896 071896 071696 070296 070296, 062696 062696 DESCRIPTION Final Combo Exterior Lath/Drywall Rough Electric Frame/Steel/Bolting/Welding Shear Panels/HD's Frame/Steel/Bolting/Welding Interior Lath/Drywall Frame/Steel/Bolting/Welding Rough Electric ACT INSP COMMENTS CO TP SEE JOB CARD-T-24 ISSUES AP TP EXT REPAIR AP TP CEILING LITES SEISMIC U/G AP TP T-BAR GRID U/G AP TP EXT REPAIR AP TP FRM OPENING @ OFFICE (NDMST48 AP TP INCL 1 HR TUNNEL ENCL AP TP REMOVE SCREW @ T-TRK AP TP - FINAL BUILDING INSPECTION ct~ DEPT: BUILDING ENGINEERING PLANNING U/M WATER PLAN CHECK#: CB960911 DATE: 08/22/96 PERNIT#: CB960911 PERMIT TYPE: ITI PROJECT NAME: ADD PARTITION WALLS,LIGHTS & MOVE SPRINKLER HEADS - GIGATEK ADDRESS: SEP 11 CONTACT PERSON/PHONE#: MW/MARK/506-3 187 SEWER DIST: CA WATER DISCA By INSPECTED DATE • BY: (L. INSPECTED: APPROVED DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED - COMMENTS: EsGil Corporation Professional Plan Review !Engineers DATE: 6/24/96 JURISDICTION: Carlsbad PLAN CHECK NO.: 96-911 PROJECT ADDRESS: 1989 Palomar Oaks Way PROJECT NAME: Office TI for Gigatek SET: II U APPLICANT U FIRE U PLAN REVIEWER U FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's *********** 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. N Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Mark Helvie Date contacted: 6/24/96 (by: CM) Telephone #: in person • REMARKS: 1. City is to field verify that the existing disabled access facilities comply with the current standards. 2. The revisions clouded in red on the attached plan set II must be made to the city set II. By: CHUCK MENDENHALL Enclosures: Esgil Corporation Li GA J CM Q EJ GP j PC walk in trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576 EsGil Corporation Professional Plan Review Engineers DATE: 5/31/96 JURISDICTION: Carlsbad PLAN CHECK NO.: 96-911 PROJECT ADDRESS: 1989 Palomar Oaks Way PROJECT NAME: Office TI for Gigatek SET: I El 2ANT U FIRE U PLAN REVIEWER U FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's *********** codes. The plans transmitted herewith will substantially comply with the jurisdiction's 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: Mark Helvie 660 Westlaké.St., Encinitas, CA 92024 • Esgil Corporation staff did not advise the applicant (except by mail) 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 #: LIII REMARKS: By: Chuck Mendeñhall Enclosures: Esgil Corporation GA D CM fl EJ fl GP J PC 5/23/96 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576 Carlsbad 96-911 5/31/96 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 96-911 JURISDICTION: Carlsbad OCCUPANCY: B2 USE: office TYPE OF CONSTRUCTION: unknown ACTUAL AREA: 631 TI Only ALLOWABLE FLOOR AREA: STORIES: HEIGHT: SPRINKLERS?: OCCUPANT LOAD: 6, TI Only REMARKS: DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: ESGIL CORPORATION: 5/23/96 DATE INITIAL PLAN REVIEW PLAN REVIEWER: Chuck Mendenhall COMPLETED: 5/31/96 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 1994 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. 106.4.3, 1994 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. 40, TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1994UBC) tiforw.dot Carlsbad 96-911 5/31/96 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, CA 92123 (19) 560-1468. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1994 UBC, UMC and UPC and 1993 NEC. On the first sheet of the plans indicate: Type of construction of the existing building, Present and proposed occupancy classifications of the remodel area, The occupant load of the remodel area(s). Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. This applies to the new window adjacent to the door in the new exit corridor. Note on the plans: "All interior finishes must comply with Chapter 8 of the U BC". Specify "Class Ill flame spread rating (minimum) for all areas." The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. See the attached correction sheet. Title 24, Part 2. Specify lever-type hardware for passage doors on floors accessible to the disabled. Section 2-3304, Title 24. Note on the plans: "All exits are to be openable from inside withoiJ't the use of a key or special knowledge." In lieu of the above, in a Group B, F, M or S occupancies, you may note "Provide a sign on or near the exit door, reading THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." This signage is only allowed at the main exit. Section 1004.3.- Corridors serving 30 or more occupants shall have walls and ceilings of one-hour construction. Show compliance on the plan for the new corridor (Hall) leading to the exterior exit door. Carlsbad 96-911 5/31/96 ii. The exit corridor between the TI and the existing Lunch Rm must be separated from the remaining part of the hall that is joined to the existing Rest Rm foyer. The separation must be 1 Hr construction with a 20 Mm , self closing door. Clearly show where the non-rated corridor system terminates and a rated corridor system commences. One-hour fire-rated corridors shall have interior door openings protected by tight- fitting smoke and draft control assemblies rated-20 minutes; except openings in interior walls of exterior exit balconies. Doors shall be maintained self-closing or be automatic closing by action of a smoke detector per Section 713.2. Doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 1005.8.1. This appliesto the door and window opening into the exit hall. Provide a detailed cross section of the 1 H construction of the corridor. . ELECTRICAL Indicate wiring method, i.e. EMT, metal flex. As per Sections 1012 and 1013 of the 1994 UBC, provide two sources of power to the new exit signs exit signs and exit illumination. Provide multiple switch lighting controls per Title 24, Part 6. ENERGY Provide energy form MECH-1. Although you are not changing the HVAC equipment the performance design used to justify compliance with the building envelope requirements included input information on the existing HVAC. This information must be documented on the MECH-1 form. Provide bilevel switch controls to show that the lighting within the new office space can be reduced by 1/2 in a uniform pattern. In addition the lighting within the daylight areas (within 15' of the new windows) must have separate dual switch controls (daylighting controls). . MISCELLANEOUS The tenant improvement includes structural change to the exterior bearing wall of the building. The plans must be stamped and signed by a Calif. Licensed engineer and architect. Carlsbad 96-911 5/31/96 22. Include with the plans design calculations to show that existing bearing wall with the new window openings will be adequate to support vertical and lateral loads. DEPARTMENT OF STATE ARCHITECT NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS The following disabled access items are taken from the 1995 edition of California Building Code, Title 24. Per Section 101.17.11, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities as follows: Any building, structure, facility, complex, or improved area, or portions thereof, which are used by the general public. Any sanitary facilities which are made available for the public, clients, or employees in such accommodations or facilities. Any curb or sidewalk intended for public use that is constructed with private funds. All existing accommodations when alterations, structural repairs or additions are made to such accommodations. NOTE: All Figures and Tables referenced in this checklist are printed in the California Building Code, 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 113413.2. These requirements apply only to the area of specific alteration, repair or addition and shall include: a) A primary entrance to the building and the primary path of travel to the area in question, and include the following items which serve the area in question: Sanitary facilities. Parking spaces and building access Path of travel to the TI SITE PLAN REQUIREMENTS 2. Clearly show that the site development and grading are designed to provide access to all entrances and exterior ground floor exits, as well as access to normal paths of travel, per Section 1127B. 1. Where necessary to provide access; shall incorporate pedestrian ramps, curb rathps, stairways and handrails, etc. . DISABLED ACCESS PARKING 3. Include on your plans the required number of accessible parking spaces for new facilities, (or at existing facilities where a change of occupancy occurs). Per Table 11 B-7 the minimum number of spaces is: A. one space for each 25 spaces up to 100 total spaces. Carlsbad 96-911 5/31/96 WALKS AND SIDEWALKS If any proposed walks slope ~1 :20 (5%) they must comply with ramp requirements of Section 11338.5, per Section 1133B.7.3. Revise plans to show or note requirements. Walks along an accessible route of travel are required to be ~!48" minimum in width and have slip resistant surfaces, per Section 113313.7.1. Revise plans to show compliance. The maximum permitted cross slope shall be :~%" per ft., per Section 11338.7.1.3. ENTRANCES AND CIRCULATION Floors of a given story shall be a common level throughout, or shall be connected by pedestrian ramps, elevators or lifts. Section 1120B. 1. Revise plans to show that all entrances, and exterior ground level exits, are accessible, per Section 1114B.1.3. 6. Show that an accessible route of travel is to be provided to all portions of the building, to accessible building entrances and between the building and the public way, per Section 11148.1.2. SANITARY FACILITIES T. Sanitary facilities are required to be accessible, unless the enforcing agency determines that compliance with these standards would create an unreasonable hardship. Provide a completed HARDSHIP WAIVER REQUEST FORM if equivalent facilitation is requested to be permitted, per Section 11158.1. 8. Note that the doorways leading to sanitary facilities shall be identified, per Section 11 15B.5, as follows: An equilateral triangle Y4"thick with edges 12" long and a vortex pointing upward at men's rest rooms. A circle 1/4 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. The required symbols shall be centered on the door at a height of 60". 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.5.9. . MULTIPLE ACCOMMODATION SANITARY FACILITIES 9. Show that the accessible rest room is to be provided with either: A 60" minimum diameter clear space measured from the floor to a height of 27" A clear space 56" x 63" in size. NOTE: Doors shall not encroach, per Section 11158.7.1.1. Carlsbad 96-911 5/31/96 10. Revise plans to show that at least one water closet fixture, located in a compartment, shall provide the following, per Section 1115B.7.1.2: ~!28" dear space from 'a fixture (or ~!32" clear space from a wall) at one side. Clear space in front of the water closet shall be: ~:48" if the compartment has a end opening door. ~:60" is required for side opening doors. C) Grab bars shall not project more than 3" into the clear spaces indicated. 11. Show or note, per Section 1115B.7.1.3 that the doors to the accessible water closet compartment will be equipped with a self closing device with: ~!32" clearance when located at the end of the compartment. ~!34" clearance when located at the side of the compartment. 12. Note that if standard compartment doors are used, that the following will be provided, per Section 1115B.7.1.3: ~!9' clearance for footrests underneath. A self closing device. If non-standard compartment doors are used, clearance at the strike edge as specified in Section 1004.9.2.2 is required. 13. When-more than 6 water closets are provided, show the additional requirements given in Section 1115B. 7.1.4. . RESTROOM FIXTURES AND ACCESSORIES 14. Show, or note, on the plans that the accessible water closets meet the following requirements,. California Plumbing Code: The seat is to be ~!17" but !~19" in height. The controls are: Operable with one hand. Does not require tight grasping, pinching or twisting of the wrist. C) The controls for flush valves shall be: Mounted on the side of the toilet area. Be :!~44" above the floor. d) The force to activate the controls shall be :~5# of force. 15. Show, or note, on the plans that accessible urinals meet the following requirements, per Section 11 15B.9.4 and California Plumbing Code: a) The rim of at least one urinal shall: Project 14" from the wall. Be :~17" above the floor. b) The force to activate the flush valve shall be :~5# force. C) The control mechanism is be located :~44" above the floor. d) ~!30" x 48" clear floor space is provided in front of the accessible urinal. Carlsbad 96-911 5/31/96 16. Show that accessible lavatories, comply with the following, per Sections 11 15B.9.1 and California Plumbing Code: a) ~30" x 48" clear space is provided in front for forward approach. The clear space may include knee and toe space beneath the fixture. ~!29" high x 30" wide x 8" deep at the top. ~!9" high x 30" wide and 17" deep at the bottom. The counter top is :Q4" maximum above the floor. b) Hot water pipes and drain lines are insulated. C) The faucet controls, and operating mechanism are: I) The type which does not require tight grasping, pinching or twisting of the wrist. ii) Has an operating force of :!~5#. d) If self-closing valves are used, they shall remain open for ~10 seconds. result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. 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. Please indicate here if any changes have been made to the plans that are nota Have changes been made to the plans not resulting from this correction list? Please indicate: YesLJ No L3 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619I560-1468,to perform the.plan review.for your. project. If you have any questions regarding these plan review items, please contact Chuck Mendenhall at Esgil Corporation. Thank you. Carlsbad 96-911 5/31/96 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 96-911 PREPARED BY: Chuck Mendenhall DATE: 5/31/96 BUILDING ADDRESS: 1989 Palomar Oaks Way BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING PORTION BUILDING AREA (ft .2) 'VALUATION ' MULTIPLIER' VALUE ($) TI 631 , 27 ' ' 17037 Air Conditioning Fire Sprinklers ' TOTAL VALUE 17037 1991 UBCBuilding' Permit Fee LI Bldg. Permit Fee by ordinance: $ 189.00 1991 UBC Plan Check Fee Plan Check Fee by ordinance: $ 122.85 Type of Review: Complete ReviewEj Structural Only Hourly LI Repetitive Fee Applicable fl Other: Esgil Plan Review Fee: $ 98.28 Comments: Fire Services Review: Complete Review LI Suppression System Fire Alarm fl Other: Esgil Fire Services Review Fee: $ Comments: Sheet 1 of 1 macvaluedoc 5196 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB ADDRESS /qq RESIDENTIAL RESIDENTIAL ADDITION MINOR (<$10,000.00) 4 DATE M-c TENANT- IMPROVEMENT PLAZA -CAMINO- REAL VILLAGE FAIRE OTHER .• • • • 0 PLANNER 1' 1'A/e • • DATE C:\WP51\FILES\BLDG.FRM Rev 11/15/90 City of Carlsbad 96125 Fire Department • Bureau of Prevention General Comments: Date of Report Friday May 31, 1996 Contact Name Mark Helvie Address 660 Westlake St City, State Encinitas CA 92024 BD.Nc5. 96-911 Planning No. Job Name Gigatek Job Address 1989 Palomar Oaks Ste. or Bldg. No; Sprinkler plans must be approved by the Fire Department. ) 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 City of Carlsbad 96125 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report:-Friday May 31, 1996 Reviewed by 0 Contact Name Mark Helvie Address 660 Westlake St City, State Encinitas CA 92024 Bldg. Dept. No. 96-911 Planning No. Job Name Gigatek Job Address j89 Palomar Oaks 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. O 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# 96125 File#___________ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 SOUTH COAST JOB --- / STRUCTURAL DESIGN SHEET NO. / OF___________ 9380 Twin Trails Drive Suite 206 ,'i-s /, /c San Diego, CA 92129 CALCULATED BY _______________________ DATE Phone (619) 538-4797 CHECKED BY _________________________ DATE SCALE TABLE OF CONTENTS SUBJECT SHEET DESIGNCRITERIA ...................................................................................................................................... LOADS ........................................................................................................................................................... VERTICAL ANALYSIS/DESIGN ................................................................................................................ FOUNDATIONS/RETAINING WALLS .................. ....................................................................................... - LATERALANALYSIS/DESIGN ...................................................................................................................5 DETAILS................................................................................................................................7 SOUTH COAST STRUCTURAL DESIGN 9380 Twin Trails Drive Suite 206 San Diego, CA 92129 Phone (619) 538-4797 JOB 07 SHEET NO. _________________________ OF CALCULATED BY ___________________________ DATE CHECKED BY __________________________ DATE SCALE DESIGN CRITERIA GOVERNING CODE: U.B.C. 1994- CONCRETE: Fc = 2000 PSI, NO SPECIAL INSPECTION REQ'D, (U.N.O.) MASONRY: ASTM C90, FM = 1500 PSI, NO SPECIAL INSPECTION REQ'D, (U.N.O.) MORTAR ASTM C270, F = 1800 PSI, TYPE S GROUT: ASTM C476, Fc = 2000 PSI REINFORCING STEEL: ASTM A615, Fy =40 KSI FOR #3 AND SMALLER ASTM A615, Fy =60 KS! FOR #4 AND SMALLER (U.N.O.) STRUCTURAL STEEL: ASTM A36, Fy =36 KS! (STRUCTURAL SHAPES AND PLATES) ASTM A500, GRADE B, Fy = 46 KS! (STRUCTURAL TUBING) ASTM A53, GRADE B. Fy .= 35KSI (STRUCTURAL PIPE) WELDING: E70 SERIES-TYP., E90 SERIES FOR A615 GRADE 60 REINFORCING BARS. SAWN LUMBER: DOUG FIR LARCH, ALLOWABLE UNIT STRESSES PER UBC, TABLE 25-A-I GLIJLAMS: DOUGLAS FIR OR DOUGLAS FIR/HEM GRADE 24F-V4 (SIMPLE SPANS) GRADE 24F-V8 (CANTILEVERS) I SOIL: C ) 0 EXISTING NATURAL SOIL VALUES PER UBC TABLE 29-B SOIL CLASSIFICATION - 0 SOILS REPORT BY: DATED: ALLOWABLE BEARING PRESSURE = N /A PSF ACTIVE SOIL PRESSURE (CANTILEVER) = _PCFIFT ACTIVE SOIL PRESSURE (RESTRAINED) =PCF/FT PASSIVE SOIL PRESSURE = PCFIFT COEFFICIENT OF FRICTION SOUTH COAST STRUCTURAL DESIGN 9380 Twin Trails Drive Suite 206 San Diego, CA 92129 Phone (619) 538-4797 JOB e6 00 -7 SHEET NO. ____________________________ OF CALCULATED BY DATE CHECKED BY DATE SCALE LOADS ROOF DEAD LOAD: ROOFING( -1-L-) ....................................................................................................... to.o PSF SHEATHING...................................................................................................... ............................ 1.5 RAFTER/CEILING JOISTS OR TRUSSES ............................................... ........ .............................. 4.0 INSULATION. .............................................................................................. .. ....... ............................ 1.5 DRYWALL......................................................................................................... ............................ 2.5 OTHER(ELEC., MECH., MISC.) ...................................................................... ............................. 0.5 TOTAL DEAD LOAD: .0 PSF LIVE LOAD: (': l'2. T%r.i4) I PSF TOTAL LOAD: . . .. O PSF FLOOR . In.) DEAD LOAD: FLOORING ( 2.0 PSF LT. WEIGHT CONC .................................... . ........................................................ ............................ - .0 SHEATHING............................................... ...............................2.0 JOISTS................................................... ....... ... . ... ................... ... .. ... ....................... .... ........ ............. 3.5 DRYWALL........................................................................................................... ........................... 2.5 OTHER(ELEC., MECIL, MISC.) ........................................................................ ............................ 3.0 TOTAL DEAD LOAD: -.0 PSF LIVE LOAD (RES]DENTIAL USE PER UBC CHAPTER 23): 40.0 PSF TOTAL LOAD: .0 PSF EXTERIOR WALL STUDS............................................................................................................................................1.0 PSF DRYWALL.......................................................................................................... ............................ 2.5 INSULATION................................................................... .................................... ........................... 1.5 EXTERIOR FINISH ( - - )..................................................................................................I .0 1.0 OTHER (MISC.)............................................................................................................................. TOTAL LOAD: 1 .0 PSF INTERIOR WALL STUDS 1.0 PSF DRYWALL..................................................................................................................................... 5.0 OTHER (MISC.)............................................................................................................................. 1.0 TOTAL LOAD: . 7.0 PSF SOUTH COAST STRUCTURAL DESIGN 9380 Twin Trails Drive Suite 20 San Diego, CA 92129 Phone (619) 538.4797 JOB aoo1 SHEET NO. +OF CALCULATED BY DATE CHECKED BY DATE SCALE VERTICAL ANALYSIS/DESIGN LEVEL: MEMBERS: MARK T2 SPAN= G-5 FT. 'JNIFORM LOAD W1= = PLF W2= = .PLF Pl== LBS = LBS RL== LBS = LBS = LBS M= = l(? FT-LBS LUJXEUJ*-~1111111111111115W "Alf I!k. II MARK: . SPAN= _FT. 0 UNIFORM LOAD W1=. = PLF W2= = PLF Pl== LBS = LBS RL= = LBS = LBS V MAX = = LBS MMAX = = FT-LBS USE: iMI1*i HARDWARE- OR. x GRADE: CAMBER: HARDWARE: MARK:____ SPAN= FT. 0 UNIFORM LOAD S W1= . PLF W2= PLF LBS P 2== LBS RL== LBS = LBS VMAX= S = 5 LBS MM = = FT-LBS USE: 0 • x GRADEa CAMBER: HARDWARE: SOUTH COAST STRUCTURAL DESIGN 9380 Twin Trails Drive Suite 206 San Diego, CA 92129 Phone (619) 538-4797 JOB O07 SHEET NO. OF __tf ___ CALCULATED BY DATE - CHECKED BY DATE - SCALE _______ LATERAL ANALYSIS/DESIGN AREA: SEISMIC LOAD: . WIND LOAD: SEISMIC ZONE EXPOSURE-_ BASIC WIND SPEED=70MPH Z= 0 .1- Ce=_v.67 ,TABLE23G I = 1.0, STANDARD OCCUPANCY Cq I ,TABLE 23-H C =2.75 . QS= 12.6 PSF W = TOTAL SEISMIC DEAD LOAD I = 1.0, NON-ESSENTIAL FACILITY R=_6 P (Ce) (Cq) (Q5) (I) = II. PSF ROOF WEIGHT: DIAPHRAGM= . " '7 LBS EXTERIOR WALL WGT.(TRIB. TO DIAPHRAGM)= LBS INTERIOR WALL WGT.(TRIB. TO DIAPHRAGM)= /-)(.7.o í,5 ) LBS TOTAL WEIGHT TRIB. TO DIAPHRAGM= LBS ____FLOOR WEIGHT: DIAPHRAGM= . . LBS EXTERIOR WALL WGT.(TRIB. TO DIAPHRAGM)= INTERIOR WALL WGT.(TRIB. TO DIAPHRAGM)= TOTAL WEIGHT TRIB. TO DIAPHRAGM= ____FLOOR WEIGHT: . DIAPHRAGM= . LBS EXTERIOR WALL WGT.(TRIB. TO DIAPHRAGM)-- INTERIOR WALL WGT.(TRIB. TO DIAPHRAGM)= TOTAL WEIGHT TRIB. TO DIAPHRAGM= TOTAL DEAD LOAD, W= BASE SHEAR, V= ZM W=0 'W= Rw LBS LBS -2-11-7 7-1 LBS LBS SOUTH COAST STRUCTURAL DESIGN 9380 Twin Trails Drive Suite 206 San Diego, CA 92129 Phone (619) 538-4797 JOB SHEET NO. CALCULATED BY CHECKED BY SCALE - OF - -.DATE - - DATE - 0 A-vJ4LL T - f ' 'J '.-, 0-p c-,-' ,-J( crj C1 2- 1-t> f 1 O _r t4.-D 6-71?4 = .. ILE I iE N . I HD 24 H od o /'4 '1Sc Al I,.!, ---'-tpr N-JOT PJ T4.8 zrT WI SOUTH COAST JOB_______________________________ STRUCTURAL DESIGNS SHEET NO. 7 OF IF 9380 Twin Trails Drive Suite 206 San Diego, CA 92129 CALCULATED BY _______________________ DATE Phone (619) 538-4797 CHECKED BY __________________________ DATE SCALE 2 2 7 L 3 2 C 2 SOUTH COAST STRUCTURAL DESIGN 9380 Twin Trails Drive Suite 206 San Diego, CA 92129 Phone (619) 538-4797 JOB 9roo7 SHEET NO. S OF (0 CALCULATED BY ____________________________ DATE CHECKED BY __________________________ DATE SCALE SHEARWALL SCHEDULE ANC. BOLT MIN. BOTTOM SHEAR TRANSFER SYMBOL SHEAR (Pt.F) MATERIAL & NAILING DESCRIPTION SCHEDULE PL NAILING NAILS & BLOCKS SIMPSON CUPS 0 180 (STIJCCO) WOVEN WIRE & 5/8'OIA. PORTLAND ANC. BOLTS 164 r OC 1 6 g 8' D.C. P.35 32" O.C. CEMENT PLASTER 7/8' ThK NO. 11 48" O.C. _____ GA. 1.5' LNG. 7/16' LEG DC 3/& COX PLY 8d6,12 5/&38'OC 16d 6'OC 16dm 6- O.C. A35 16- O.C. 1 260 P 313" 3/8' COX PLY 84 4,12 518" 24 DC 16d 4DC 16d 40.C. A35 12" D.C. 2 3 COX PLY 3d 3,12 5/8" 19' DC 164 3DC A35 8" D.C. 3 490 1/2" GYP., Sdg r oc 5i8" Q 48' DC 164 @ IT DC 164 Z 16' D.C. P.35 Q 32" D.C. 4 50 112- GYP., 5d 4OC 5/8's 48" DC 18d 16'OC 16dt 16'O.C. A3532O.C. 5 63 1/2" GYP., 54 4OC BLOCKED 5/8' 48" DC 164 9 11-Dc 164 9 8' D.C. P.35 @ 32" O.C. 6 75 _ 5/8' GYP.. 64 4- O.C. 5/8 48"OC 164 IrOC 164 8- O.C. A35 32" O.C. 7 73 5/8' GYP., Sd 40.C. BLOCKED 5/8" g 48" DC 164 Q TDC 164 8' D.C. P.35 Q 32" D.C. 8 88 - 9 125 5/8' GYP. BLOCKED TWO PLY 5/8' 35" CC 16d 8' CC 164 6" D.C. P.36 @ 16" D.C. (ea. side) BASE PLY: 64 r cc IP i SIDE. 164 © rCC, FACE PLY: 84 @ 7" DC S18-@ 18(2 IF BOTH SIDES P.35 Q 8' D.C. 3/8" COX PLY 84 Q 3,12 STRUC I $18" C 1 DC 164 9 3DC P.35 8" D.C. 10 550 - - 5/8' © 24 DC 164 2.5' DC P.35 8' D.C. 11 600 1/2" COX PLY 10d3,12 ON 3X MEMBER (STUD & SILL PLATE) 1/2" COX PLY lOd Q 3.12 STRUC I 5/8" 22' DC 164 2.5" DC P.35 8" D.C. 12 665 ON 3X MEMBER (STUD & SILL PLATE) 3/8" COX PLY 84 @ 2,12 5/8' 23" DC 164 2.5' DC A35 Q 8" D.C. 13 640 ON 3X MEMBER (STUD & SILL PLATE) 3/8' COX PLY 84 C 2,12 STRUC I 5/8 20" DC - _________ P.35 @ 6' D.C. 14 730 ON 3X MEMBER (STUD & SIt.!. PLATE) 16d @ r DC 112' COX PLY 104 @ 2,12 5/ 18' DC - __________ A35 Q 8' D.C. 15 770 ON 3X MEMBER (STUD & SILL PLATE) 164 a 2" DC 5/8' COX PLY 104 @ 2,12 518' 0 16" DC - _________ P.35 Q 6" D.C. 16 870 DN3XMEMSER (STUD & SILL PLATE) 16d1.75'DC FOOTNOTES: ALL. ANCHOR BOLTS 10' LONG NAILS TO BE STAGGERED. ALTERNATIVE TO ANCHOR BOLTS AT SAME SPACING AS ABOVE IS: ATTACH SILL PLATE 102000 PSI. FOUNDATION WITH P.307.5/8' DIAMETER RAMS El 2.625' MIN. EMBEDMENT OUTSIDE DIAMETER 0.855". ICBO #2391 NOTE. IF 1/2" DIAMETER ANCHOR BOLTS ARE USED, SPACING BETWEEN THE BOLTS MUST BE REDUCED BY 25%. 6o '7 I - LOVELACE OB_______________________________ ENGINEERING I SHEET NO. OF 10 I Structural Design and TiUc 24 F-ncry AnaJyss i L 6496 Weathers Place • Suite 200 San Diego. California -: CALCULATED BY DATE 92121 CHECKED BY DATE 619.535.9111 Phone 619.535.1989Thx SCALE OTE: GTALL fr/ SPECIAL INSPECTION 1A!NTAIN CONCRETE EDGE DTANCE &I11F5ON WD2A -4OLO4N, .4/5/u4 41'1CkOR - SOT. PLATE r4 I - POT PER PLAN /o•) STUDS PER PLAN ANCHOR 50LTS PER PLAN ' CONT. FOOTING PER PLAN HOLDOWN RETROFIT FF0010 IA) ALT A1 SOUTH COAST STRUCTURAL DESIGN 9380 Twin Trails Drive Suite 206 San Diego, CA 92129 Phone. (619) 538-4797 JOB oo7 SHEET NO. ____________________________ OF 10 CALCULATED BY DATE CHECKED BY _______________________________ DATE SCALE SHEAR PANEL - PER PLAN MST HOLD-DOWN PER PLAN (NAIL TO POST) E.N. PL.-. 2) "2 'I-4ILTI KB- 2'/--ANCHORS (ICO 421) (OR) EQUIV. NO SPECIAL INSPECTION RE'D. 31 MN. CONC. COVER POST PER PL AN 2x4 P.T. SOT. PLATE 14/ A.B. PER SI-EAPALL SCI4E. (12bO.a. MAX) / CONCRETE SLAB PER PLAN Li E)<ISTC. FOOTNG lt_øJI- - RETROFIT HOLDOWN FFOØI A L-r. tJo \ L5T1 I ( iiiiIIi I _ ....----......,.... IIIIZIJITI* (:)EZ 4x ?5Y fl D--/HP-ZA \=' SOUTH COAST STRUCTURAL DESIGN 9380 Twin Trails Drive Suite 206 - San Diego, CA 92129 Phone (619) 538-4797 JOB '600 SHEET NO. CALCULATED BY - CHECKED BY SCALE toOF L.o DATE DATE David Sosna, Energy Consultant 1637 East Valley Parkway # 106 Escondido CA 92027 ' (619) 489-5778' PROJECT TITLE: GIGATEK--ALTERATIONS EXISTING EXIST & NEW COMPLIANCE MARGIN HEAT LOSS: 9914.0 9913.5 0.5 HEAT GAIN: 2519.6 2255.4 264.2 "ENVELOPE * NOTE: EXISTING ENVELOPE IS DOCUMENTED IN JOB NUMBER 9640E EXISTING & NEW ENVELOPE IS DOCUMENTED IN JOB NUMBER 9640EN 9640E & 9640EN