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HomeMy WebLinkAbout2787 STATE ST; ; CB063268; PermitiiA I I City of Carlsbad I 1635 Faraday Av Carlsbad, CA 92008 04-05-2007 Commercial/Industrial Permit Permit No: CB063268 Building Inspection Request Line (760) 602-2725 Job Address: 2787 STATE ST cBAD Permit Type: TI Sub Type: COMM Parcel No: 2032950101 Lot #: 0 Status: ISSUED Valuation: $224,805.00 Construction Type: VN Applied: 11/14/2006 Occupancy Group: Reference #: Entered By: RMA Project Title: VILLAGE ARTS THEATER-6423 SF Plan Approved: 04/05/2007 MUSEUM TO THEATER Issued: 04/05/2007 Inspect Area: PD Plan Check#: Applicant: Owner: RICHARD KAUFMAN CITY OF CARLSBAD REDEVELOPMENT AGENCY PUBLIC AGENCY 00000 858 720-0022 - f Building Permit $931.56 Add'I Building Permit Fee $0.00 Plan Check $605.51 Add'I Plan Check Fee $0.00 Plan Check Discount $0.00 Strong Motion Fee $47.21 Park Fee $0.00 LFM Fee $0.00 Bridge Fee $0.00 BTD#2 Fee $0.00 BTD #3 Fee $0.00 Renewal Fee $0.00 Add'I Renewal Fee $0.00 Other Building Fee $0.00 Pot. Water Con. Fee $0.00 Meter Size - Add'I Pot. Water Con. Fee $0.00 Red. Water Con. Fee .13UJrL $0.00 PLAN Meter Size Add'I Red. Water Con. Fee $0.00 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $0.00 PFF (3105540) $0.00 PFF (4305540) $0.00 License Tax (3104193) $0.00 License Tax (4304193) $0.00 Traffic Impact Fee (3105541) $0.00 Traffic Impact Fee (4305541) $0.00 PLUMBING TOTAL $104.00 ELECTRICAL TOTAL $60.00 MECHANICAL TOTAL $28.00 Master Drainage Fee $0.00 Sewer Fee $0.00 Redev Parking Fee $0.00 Additional Fees $0.00 HMP Fee 7, TOTAL PERMIT FEES $1,776.28 Total Fees: $1,776.28 Total To Date: $1,776.28 Balance Due: $0.00 FINAL APPR rOL Inspector: Date: ( 207 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 TiC 3Z1 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE 0 PLAN CHECK NO. EST. VA L. Plan Ck. Deposit Validated By. / / Y/ Name (at this address) Legal Description = Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units Name • Address I I City State/Zip /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. violation of Sect , 031.5 by apy applica for a permit subjects the pplica a civil nalty o t m rejIhan f' e h nred Qllarsj$QQfl. g 1317 4f44i , r/f/4 I#/2~c Name Address City State/Zip Telephone # State License # 34/ 1 ) License Class .5-1 City Business License # kPeu \., Designer Name Address City State/Zip Telephone State License # :. . (Isns, rkers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: "Tieve 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 he work for which this permit is issued. I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is ued. My worker's compensation insurance carrier and policy number are: rance Company Policy No. Expiration Date IS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 OR LESS) 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 become subject to the Workers' Compensation Laws of California. RNING: Failure to secure wo ' compensatIon Co go is unlawful, end shall subject an employer to crimInal penalties and civil fines up to one hundred usand d a ditlon to the cos ompensatlon, damages as provided n SectIon 3706 of the Labor code, interest and attorney's fees. SIGNATURE _ ______ DATE RDECLARATlON T' I heie y affirm that I am exempt from the Contractor's License Law for the following reason: I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sac. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). . o 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. 0 YES ONO 2. I (have I have nat) 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 I address / phone number / contractors license number): 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 I address / phone number / contractors license number): - I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address I 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? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 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. 18 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(0 Civil Code). LENDER'S NAME LENDER'S ADDRESS_______________________________________________________ L9 ±APPLICANLçERTlFIC11ON_:_ ThT . 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 Cite 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 under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit Is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE WHITE: File YELLOW: Applicant PINK: Finance DATE • Z3 7 .. . SPECTO • PERMIT # C (o 5 ( Y PLAN CHECK #_________ / .. JOB ADDRESS f > / t . . .•. . DESCRIPTION CODE DESCRIPTION .. ACT • COMMENTS ' ... . oll .... A02.... .. .. ... . . .••.•. Inspection List Permit#: CB063268 Type: TI COMM VILLAGE ARTS THEATER-6423 SF MUSEUM TO THEATER Date Inspection Item Inspector Act Comments 10/23/2007 89 Final Combo PD AP FINAL 07/03/2007 89 Final Combo PD CO TALKED TO TOM 06/21/2007 39 Final Electrical PD WC 06/21/2007 43 AirCond/Furnace Set PD WC 06/21/2007 89 Final Combo PD PA OK TO OCCUPY 06/13/2007 33 Service Change/Upgrade PD AP 06/13/2007 34 Rough Electric PD WC 06/12/2007 33 Service Change/Upgrade PD NR 05/30/2007 17 Interior Lath/Drywall PD AP 05/16/2007 17 Interior Lath/Drywall PD PA 05/11/2007 84 Rough Combo PD PA WALLS 04/23/2007 21 Underground/Under Floor PD WC 04/23/2007 22 Sewer/Water Service PD WC Tuesday, October 23, 2007 Page 1 of 1 ON 01 Carlsbad Filial Building inspection Dept: Building Engineering Planning CMWD St Lite Plan Check #: Date: Permit #: CB063268 Permit Type: Project Name: VILLAGE ARTS THEATER-6423 SF Sub Type: MUSEUM TO THEATER Address: 2787 STATE ST Lot: 0 Contact Person: TOM Phone: 7603905952 Sewer Dist: CA Water 01st: CA Inspected Date By: Inspected: /z7/7 Approved: 4Z Inspected Date By: Inspected: Approved: ______ Inspected Date By: Inspected: Approved: Comments: 07/03/2007 TI COMM Disapproved: Disapproved: Disapproved: EsGil Corporation In Partnersfiip with covernment for tBuilding Safety DATE: 3/9/07 JURISDICTION: Carlsbad PLAN CHECK NO.: 06-3268 PROJECT ADDRESS: 2787 State St. PROJECT NAME: Village Arts Theater TI SET: IV U APPLICANT U JURIS. O PLAN REVIEWER O FILE 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. LII The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. LII The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. LII 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: Richard Kauffman Telephone #: In Person Date contacted: 3/9/07 (by: CM) Fax #: Mail Telephone Fax In Person REMARKS: City to review and verify that the disabled accessible seating arrangement satisfies the code requirement for seating within a variety of locations per CBC Section 110413.3.1 By: Chuck Mendenhall Enclosures: Esgil Corporation El GA 0 MB 0 EJ 0 PC Walk In trnsmtl.dot EsGil Corporation In tFartnersUp with government for Buirding Safety DATE: 3/1/07 JURISDICTION: Carlsbad PLAN CHECK NO.: 06-3268 PROJECT ADDRESS: 2787 State St. PROJECT NAME: Village Arts Theater TI SET: III U SCANT JURIS. U REVIEWER U FILE 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. F1 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: Richard Kauffman, Architect 2190 Carmel Valley Rd, Suite 'A', Del Mar, CA 92014 R 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: Richard Kauffman Telephone #: (858) 720-0022 Date contacted: , Is I oj (by:f r) Fax # (858) 720-0329 Mail Telephone Fax...-' In Person LI REMARKS: By: Chuck Mendenhall Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 2/22/07 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 06-3268 3/1/07 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: 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. 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. NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold and underlined are current. 2. On the first sheet of the plans indicate: The floor area of the remodeled area. The floor area analysis on sheet CS-1 lists the A-3 occupancy area as only 2570 sq ft. The A# includes not only the theater but the accessory areas such as the Lobby, rest rooms, storage and dressing rooms. Revise the area analysis showing the 'A3' occupancy to be 5820 sq ft and the remainder of the building 'B' occupancy to be 3820 sq ft. What is the significance of the asterisk note at the bottom of the occupant load table on sheet CS-I? There is no occupancy separation required between an A3 occupancy and B occupancy. The note indicate door 112B on sheet A2.2 is an occupancy separation door. Please clarify. Include as part of the elevated seating plans details for the aisle handrails per UBC Section 1008.5.6. Specify the rise and run of the treads that serve the elevated seating area. See UBC Section 1008.5.6. Provide dimensional details for the seating showing clearances per UBC Section 1008.5.1. 9. Provide code complying stair access to the Stage managers room located above Bath Rm 114 per UBC Section 1003.3.3.1. Ladder access is acceptable to attend equipment only. The plans show ladder access to the staae manaaers liahtina olatform. Included with the plans is a copy of an e-mail labeled" New village Arts theater Lighting control Area" in the e-mail from Mike Peterson it states "On the improvement plan for this project make a note on the Mans stating " eguivalent facilitation to be orovided uoon reauest" this must be noted on the plans. 12. Detail on the plans that the walls and doors of the accessory areas adjacent to the stage are separated by one hour construction with 1 HR rated door assemblies. UBC 405.3.2. Doors 104A, 10413, I04D & 104E all must be one hour rated self closing doors as part of the required one hour separation between stage and adjacent areas. Carlsbad 06-3268 3/1/07 . Doors 104A must be equipped with panic hardware. Provide a complete architectural section of the corridor, showing all fire-resistive materials and details of construction for all floor, walls, roof and all penetrations. Section 1004.3.4. Sections and construction details have been provided. Show in details I & 10! Al2.2 that double blocking is provided between the ceiling joists directly above the corridor one hour wall. Show in details I & 10!Al2.2 that the ceiling of the fire rated corridor will have 5/8" drywall both at the bottom and top of the joists to qualify as one hour. PLUMBING (2000 UNIFORM PLUMBING CODE) The water pipe sizing calc's require a mm. 1-1/4" service line. See P1.0 of the plans. The water pipe plan on sheet P2.0 shows the new main water line to be 1-1/4" but the main service line feeding the new 1-1/4" line is a 1" pipe. Provide a code justification for the use of 1" water line. . MECHANICAL (2000 UNIFORM MECHANICAL CODE) Note on the mechanical plans on sheet M1.0 that the existing HVAC equipment must be capable of providing 15 CFM of outside air per Occupant in the occupied areas of the building. UBC Section 1202.2.1. . ELECTRICAL PLAN REVIEW 2002 NEC Show on sheet E3.0 an emergency exit sign over the double doors serving the theater area. Delete the exit sign over the door within the Lobby that leading into Vestibule 103. this door is not intended as an exit door from the Lobby. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT HANDRAILS Provide sections, details or notes to show that handrails for ramps are to be located ~34" but 538" above nosing of treads, per Section 1133B.4.2.1. The ramp handrails shown in the Vest 103 must extend 12" beyond the top and bottom of the ramp, THIS ITEM STILL APPLIES The following provisions apply if a drinking fountain is shown on the plans Note on the plans that the drinking fountain(s) will comply with all applicable Title 24 provisions (bubbler height, etc.). THIS NOTE WAS ADDED TO THE PLAN. HOWEVER, THE DRINKING FOUNTAINS MUST BE LOCATED WITHIN A RECESSED ALCOVE OF THE WALL OR PROVIDE PROTECTIVE RAILS EACH SIDE OF THE FOUNTAIN EXTENDING 18" FROM THE WALL. Disabled accessible seating: Carlsbad 06-3268 3/1/07 28. The disabled accessible seating shown on sheet A2.3 of the plans does not comply with the code. The seating areas must be permanent. The plans show removable seats at the location designated for disabled. Also, the seating must be located in a variety of locations. As shown the disabled seating is at the floor level only and not within the elevated platform. 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. 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 Chuck Mendenhall at Esgil Corporation. Thank you. EsGil Corporation In tPartnersbp with government for q3ui(ing safety DATE: 113/07 JURISDICTION: Carlsbad PLAN CHECK NO.: 06-3268 SET: II PROJECT ADDRESS: 2787 State St. PROJECT NAME: Village Arts Theater TI Q—AEEL,ICANT (34tztUR'FS. Q PLAN REVIEWER L3 FILE Li The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. Li 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. Li 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.. LI 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: Richard Kauffman, Architect 2190 Carmel Valley Rd, Suite 'A', Del Mar, CA 92014 Li 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: Richard Kauffman Date contacted: *0,7 ' (by4) Mail Telephone Fax V'In Person Li REMARKS: By: Chuck Mendenhall Esgil Corporation E:1 GA UMB DEJ El PC Telephone #: (858) 720-0022 Fax #: (858) 720-0329 Enclosures: 12/22/06 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 06-3268 1/3/07 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: 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. 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. NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold and underlined are current. 2. On the first sheet of the plans indicate: . The floor area of the remodeled area Type of construction of the existing building, Sprinklers: Yes or No Present and proposed occupancy classifications of the remodel area, The occupant load of the remodel area(s). A The occupant load listed on sheet CS-1 makes the proposed theater an A2.I occupancy. The building must be one hour construction throughout. The plans list the building construction as V-N which is not permitted for an A-2.I occupancy. See UBC Table 5-13 3. Provide an area analysis per UBC Section 504 and specifically 504.3 for mixed occupancy. Show that the allowable area of the combined occupancies is within the code limits for the occupancy classification and type of construction. Note: The basic allowable floor area for an A3 occupancy of type V N construction is 6000 sq ft. It appears that the proposed A3 theater will exceed this area. This building must be classified as an A-2.I occupancy and must be one hour construction throughout. Include on the plans an area analysis for the mixed use occupancy building based on type V-IHR construction Carlsbad 06-3268 1/3/07 4. Provide a section view of all new interior partitions. Show: . Show height of partition and suspended ceiling, and height from floor to roof framing or floor framing. Section view has been provided. However, sheet A2.5 shows both details 4/Al2.1 and 3/Al2.1. Detail 4/Al2.1 is for only a partial height wall (9ft to lOft high). How does the partial height wall and the full height walls apply in the same location between the theater and lobby and theater and storage? 9. Provide code complying stair access to the Stage managers room located above Bath Rm 114 per UBC Section 1003.3.3.1. Ladder access is acceptable to attend equipment only. The plans show ladder access to the stage managers lighting platform. Included with the plans is a copy of an e-mail labeled" New village Arts theater Lighting control Area" in the e-mail from Mike Peterson it states "On the improvement plan for this project make a note on the plans stating- equivalent facilitation to be provided upon request" The City od Carlsbad will accept this a proof of facilitation". I'm not sure what this means. The code required stair access and has nothing to do with equivalent facilitation. Please clarify. 12. Detail on the plans that the walls and doors of the accessory areas adjacent to the stage are separated by one hour construction with 1 HR rated door assemblies. UBC 405.3.2. No response. Nothing shown as one hour between the future stage and accessory areas. Clearly show where the non-rated corridor system terminates and a rated corridor system commences. Show rated corridors, lobbies, reception or foyers cross-hatched on the floor plans. Show on sheet A2.2 the hatching for the vestibule 103 to show that it is intended to serve as one hour rated corridor exit. Provide a complete architectural section of the corridor, showing all fire-resistive materials and details of construction for all floor, walls, roof and all penetrations. Section 1004.3.4. Reference corridor detail 1/Al2.2 to the fire rated corridors shown on sheet A2.2. . PLUMBING (2000 UNIFORM PLUMBING CODE) . City to approve the deferral of plumbing plans for this project . MECHANICAL (2000 UNIFORM MECHANICAL CODE) City to approve the deferral of mechanical plans for this project . ELECTRICAL PLAN REVIEW 0 2002 NEC Carlsbad 06-3268 1/3/07 City to approve the deferral of electrical plans for this project ENERGY City to approve the deferral of energy design documents for this project DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 HANDRAILS Provide sections, details or notes to show that handrails for ramps are to be located ~34" but :538" above nosing of treads, per Section 11 33B.4.2. 1. The ramp handrails shown in the Vest 103 must extend 12" beyond the top and bottom of the ramp. The following provisions apply if a drinking fountain is shown on the plans The response to the requirement for disabled accessible drinking fountains was" Existing to Remain". The drinking fountains must be upgraded to comply with the current disabled access standards. Drinking fountains shall be accessible to individuals who use wheelchairs and to those who have difficulty bending or stooping. This can be accommodated by the use of "hi-low" fountains. Section 111713.1.1. Note on the plans that the drinking fountain(s) will comply with all applicable Title 24 provisions (bubbler height, etc.). GROUP A OCCUPANCIES City to approve the deferral of the disabled accessible requirements for and 'A' occupancy theater such as assisted listening devices and equipment, disabled accessible seating and wheelchair access to elevated stage areas. END OF REVIEW 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. 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 Chuck Mendenhall at Esgil Corporation. Thank you. EsGil Corporation In (Partners/lip wit/i çovernment for (Sui(&ng Safety DATE: 11/28/06 JURISDICTION: Carlsbad PLAN CHECK NO.: 06-3268 SET: I PROJECT ADDRESS: 2787 State St. PROJECT NAME: Village Arts Theater TI O PPLICANT URIS. 0 PLAN REVIEWER 0 FILE LI 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. LI 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 atEsgil 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: Richard Kauffman, Architect 2190 Carmel Valley Rd, Suite 'A', Del Mar, CA 92014 fl 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: Richard Kauffman Telephone #: (858) 720-0022 Date contacted: i,kqfo(,,.'(by: _) Fax #: (858) 720-0329 MaiL..- Telephone Fax—' In Person LI REMARKS: By: Chuck Mendenhall Enclosures: Esgil Corporation DGA [1 MB DEJ El PC 11/16/06 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 Carlsbad 06-3268 11/28/06 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 06-3268 JURISDICTION: Carlsbad OCCUPANCY: A3, B USE: Live theater TYPE OF CONSTRUCTION: V N Assumed ACTUAL AREA: 6423 Theater TI Only ALLOWABLE FLOOR AREA: Mixed Use Bldg STORIES: One HEIGHT: no change SPRINKLERS?: unknown REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 11/28/06 OCCUPANT LOAD: 140 DATE PLANS RECEIVED BY ESGIL CORPORATION: 11/16/06 PLAN REVIEWER: Chuck Mendenhall 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 2001 CBC, which adopts the 1997 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, 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. TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC) tiforw.dot b' Carlsbad 06-3268 11/28/06 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: 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. 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. Provide a note on the site plan indicating the previous use of the tenant space or building being remodeled. Section 106.3.3. On the first sheet of the plans indicate: The floor area of the remodeled area, Type of construction of the existing building, Sprinklers: Yes or No Present and proposed occupancy classifications of the remodel area, The occupant load of the remodel area(s). Provide an area analysis per UBC Section 504 and specifically 504.3 for mixed occupancy. Show that the allowable area of the combined occupancies is within the code limits for the occupancy classification and type of construction. Note: The basic allowable floor area for an A3 occupancy of type V N construction is 6000 sq ft. It appears that the proposed A3 theater will exceed this area. Provide a section view of all new interior partitions. Show: Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate "to be ICBO approved". Method of attaching top and bottom plates to structure. (NOTE: Top of partition must be secured to roof or floor framing, unless suspended ceiling has been designed fOr partition lateral load). Wall sheathing material and details of attachment (size and spacing of fasteners). Show height of partition and suspended ceiling, and height from floor to roof framing or floor framing. Site plan shows the exit ramp along State St. extending into the public RofW. Submit plans to the City engineer and secure an encroachment permit prior to building permit issuance. Provide construction plans for the raised floor Stage, the raised seating area, exterior access ramps and landings and the Stage mangers control room located above the Bath Rm 114. Construction plans for these areas must be design and signed by a licensed engineer or architect. " Carlsbad 06-3268 11/28/06 Include with the construction plans for the stage, raised seating and stage managers elevated room, structural calculations to show the construction will support the required Live and Dl for the various areas. Provide fixed seating dimensional details to show compliance with Seat spacing, aisle widths and steps within the aisle. See UBC section 1004.3.2.3.1, 1004.3.2.3.2 and 1004.3.2.5 for steps in the aisle. Provide code complying stair access to the Stage managers room located above Bath Rm 114 per UBC Section 1003.3.3.1. Ladder access is acceptable to attend equipment only. Provide a complete ceiling framing plan for the new areas that will have hard lid gyp board ceilings. See sheet A4.1. Clearly specify on the plans the type of performing stage proposed in accordance with UBC 405. It is not clear whether this is simply a platform or stage. Detail on the plans that the walls and doors of the accessory areas adjacent to the stage are separated by one hour construction with 1 HR rated door assemblies. UBC 405.3.2. Note on the plans that combustible scenery of cloth and similar materials shall comply with the requirements in the Fire Code per UBC Section 405.3.6. Provide an exit analysis plan (may be 8 1/2" x 11" or any convenient size). Show in this analysis the occupant load of each area, the general exit flow patterns (by using arrows), accumulated occupant loads and required exit widths. Show the extent of the corridor 111 extending to the exterior of the building. This corridor must be one hour rated and all doors opening into this corridor must be 20 Min smoke and draft assemblies, self closing. Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 1003.2.8.2. If exit signs are required, provide the following notes on the plans, per Section 1003.2.8.2: Exit signs shall be located as necessary to clearly indicate the direction of egress travel. No point shall be more than 100 feet from the nearest visible sign. Exit signs shall be readily visible from any direction of approach. Show that exits are lighted with at least one foot candle at floor level. Section 1003.2.9.2. All doors and gates, within the exit path from Group A, occupancies to a public way, shall not be provided with latches or locks unless they are equipped with panic hardware. Section 1003.3.2.2. Clearly show on the door schedule that exit doors IOOA, 104A, 103B & 103A, 113A, 104E and the door leading from Corr. 111 to the exterior are equipped with panic hardware. Corridors shall have walls and ceilings of one-hour construction. Section 1004.3.4.3 ' Carlsbad 06-3268 11/28/06 21. Clearly show where the non-rated corridor system terminates and a rated corridor system commences. Show rated corridors, lobbies, reception or foyers cross-hatched on the floor plans. 22. Provide a complete architectural section of the corridor, showing all fire-resistive materials and details of construction for all floor, walls, roof and all penetrations. Section 1004.3.4. . PLUMBING (2000 UNIFORM PLUMBING CODE) 23. Provide complete water line sizing calculations, including the water pressure, pressure losses, water demands, and developed pipe lengths. UPC Section 610.0 and Appendix 'A'. 24. Provide complete drain, waste and vent plans. 25. Show 1/4 inch per 12 inch slope on drain and waste lines. UPC Section 708.0 26. Water closet bowls for public use shall be of the elongated type as per UPC Section 409.1. 27. Show the required floor drains in the following locations, as per UPC. Section 412.2: 14 Toilet rooms containing 2 or more water closets or a combination of I water closet and I urinal, except in a dwelling unit. The floor shall slope toward the floor drains. UPC. Section 412.2.1 15 Commercial kitchens. UPC. Section 412.2.2 28. Provide calculations to show compliance with UBC Appendix Table 29-A for the number of rest room fixtures provided.. 29. Include on the plumbing plans the material specifications for the piping. 30. Detail how floor drain trap seal is to be maintained. UPC Section 1007.0 (floor drain trap primers). 31. Provide evidence of Health Department approval (for public food service). MECHANICAL (2000 UNIFORM MECHANICAL CODE) 32. Show the size, location, and types of all heating and cooling appliances or systems. 33. Provide complete mechanical plans showing existing and proposed HVAC equipment, ducts, and access to all equipment. 34. Detail the required roof access ladder to the roof mounted HVAC equipment. UMC Section 910. 35. The mechanical system shall provide mechanical ventilation in all rooms capable of supplying outside air at a minimum rate of 15 cubic feet per minute per occupant. UBC Section 1202.2.1 Carlsbad 06-3268 11/28106 Provide smoke detection in the supply air duct of an "air-moving system" for required shut-off of equipment for smoke control. UMC Section 609.2. An "air-moving system" is a system designed to provide heating, cooling, or ventilation in which one or more air-handling units are used to supply air to a common space or to draw air from a common plenum or space. UMC Section 203.0. Show on the mechanical plans that duct penetrations of fire-rated corridor construction shall have smoke and fire dampers per Sections 713.10 and 713.11. . ELECTRICAL PLAN REVIEW 2002 NEC Submit completed electrical plans for a complete review. Submit a completed service and feeder one line diagram for review. NEC 215-5. Show on the single line diagram the conduit and wire sizes. Specify the wiring method you intend to use for this project. Indicate the type of conduit to be used when exposed or buried underground, etc. (i.e., EMT, Metal Flex, NMC etc.). NEC 110- 3(a) and (b). Submit completed panel schedule(s). for the panels serving the proposed theater. Show or identify new loads proposed for the existing equipment. 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. CBC Title 24, Sec 131 a-b Show exit signs on the lighting plan(s) at all required exits and specify them as being self- luminous or having a second source of power (battery or generator). This is required when two exits are required per the UBC. UBC 1013.4 and NEC 700-16. In all occupancies where the exit system serves 100 or more occupants, provide a minimum of I foot-candle of emergency illumination at the floor level and specify a second source of power for the emergency illumination (battery or generator). UBC 1012.2 & NEC 700-16. . ENERGY Provide plans, calculations and worksheets to show compliance with current energy standards for new lighting and mechanical equipment. Provide complete energy designs for the proposed changes in envelope, lighting, and mechanical systems. Provide the completed LTG-, and MECH- forms showing energy compliance. The completed and signed ENV-1, LTG-1, and MECH-1 forms must be imprinted on the plans. ' Carlsbad 06-3268 11/28/06 DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 REMODELS, ADDITIONS AND REPAIRS 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 as follows: The area of specific alteration, repair or addition must comply as "new" construction. 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. Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features. 51. Per Section 112713.1. Where necessary to provide access from the parking and public way, show any required pedestrian ramps, curb ramps, stairways and handrails, etc. . ACCESSIBLE PARKING 52. 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. 53. Show on the site plan the required number of accessible parking spaces for new facilities. Per Table 11 B-7 the minimum number of spaces is: I for each 25 spaces up to 100 total spaces. I additional space for each 50 spaces for between 101 and 200 total spaces. 54. Show that accessible parking spaces comply with Section 112913.4.1 as follows: 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. 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. Each space is to be a minimum of 18' in depth. 55. 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 11 29B.4.2. 56. The words "NO PARKING" shall be painted on the ground within each 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 11 29B.4.2. 57. Ramps shall not encroach into any accessible parking space or the adjacent access aisle. Section 1129B.4.3. ' Carlsbad 06-3268 11/28/06 58. 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: A profile view of a wheelchair with occupant in white on dark blue background. The sign shall ~!70 in.2 in area. When in the path of travel, they shall be posted ~:80" from the bottom of the sign to parking space finished grade. Signs may also be centered on the wall of the interior end of the parking space 236" from the parking space finished grade, ground or sidewalk. Spaces complying with Section 11 29B.4.2 shall have an additional sign 'Van-Accessible" mounted below the symbol of accessibility per Section 112913.5. In addition, the surface of each accessible space is required to be marked with the international symbol of accessibility. PEDESTRIAN RAMPS Provide dimensional details on the plans for all pedestrian ramps. 59. Show that any path of travel with a slope ~1 :20 (5%) complies with pedestrian ramp requirements, per Section 11 33B.5. 60. The allowable slope for an accessible ramp is 1:12 (8.33%), per Section 113313.5.3. Revise plans to show the least possible slope is being providedfor all ramps, per Section 1133B.5.1. 61. The allowable cross slope at pedestrian ramps shall be :51/i per ft (2%), per Section 113313.5.3. 1. 62. Show or note that ramp surfaces will be slip resistant. 63. Ramps shall have a minimum width of 48 inches, per Section 1133B.5.2.2. Where a ramp serves a building having an occupant load of 300 or more, the minimum clear width shall be 60 inches. 64. Show handrails at each side of ramp(s) which are shown to be ~1 :20 (5%) in slope, per Section 113313.5.5. 65. Show that handrails are ~-1'h" but :5IW' in any cross sectional dimension. Additionally, show that the handrails are placed a ~:11/2" from any wall, per Section 11 33B.5.5. 66. Show or note that handrails meet the following requirements, per Section 11 33B.5.5: Are continuous. Are to be located ~34" but :538" above the ramp surface. Extend ~12" beyond both the top and bottom landings. Ends are to be returned. . DOORS 67. Show or note that all hand-activated door opening hardware meets the following requirements, per Section 11 33B.2.5.2: Carlsbad 06-3268 11/28/06 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. Is to be centered 230" but -<44" above floor. HANDRAILS 68. Provide sections, details or notes to show that handrails for ramps are to be located ~t34" but :538" above nosing of treads, per Section 113313.4.2.1. SANITARY FACILITIES 69. Note that the doorways leading to sanitary facilities shall be identified, per Section 111513.5, as follows: An equilateral triangle 1h" thick with edges 12" long and a vortex pointing upward at men's rest rooms. A circle %" thick, 12" in diameter at women's rest rooms. 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". e). Braille signage shall also be located on the wall adiacent to the latch outside of the doorways leading to the sanitary facilities, per Section 1117B.5.7. 70. 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: 232" clearance when located at the end of the compartment. -e34" clearance when located at the side of the compartment. 71. A shower is proposed, show or note compliance with the following requirements, per Section 1115B.6.2: a) Compartments are either: 42" in width between wall surfaces, and 48" minimum in depth (having an entrance opening ~: 42"), or, 2!60" in width between wall surfaces, and 30" minimum in depth (having a full opening width on the long side). As an alternate, showers 60" minimum in width may be 36" minimum in depth as long as the entrance opening width is a minimum of 36 inches. b) Grab bars comply with Section 111 5B.8 located: On walls adjacent to and opposite the seat. Mounted 233" but :536" above the shower floor. c) If a threshold or recessed drop is used, it shall be: I) :5h/2 in height. Carlsbad 06-3268 11/28/06 ii) Be beveled or sloped 5450 from the horizontal. d) Indicate a folding seat, located on the wall adjacent to the controls, 18" above the floor. e) The soapdish shall be located on the control wall :540" above the shower floor. f) If a separate shower compartment is not provided, the shower is be: Located in a corner, with L-shaped grab bars extending along two adjacent walls. A folding seat adjacent to the shower controls is to be provided. g) A flexible hand-held shower unit is required with: I) A hose 2!60" long. ii) Head mounted 48" above finished floor. . DRINKING FOUNTAINS 69. The following provisions apply if a drinking fountain is shown on the plans 70. Drinking fountains shall be accessible to individuals who use wheelchairs and to those who have difficulty bending or stooping. This can be accommodated by the use of "hi-low" fountains. Section 1117B.1.1. 71. Note on the plans that the drinking fountain(s) will comply with all applicable Title 24 provisions (bubbler height, etc.). . TICKET COUNTERS 72. The tops of counters shall be 28" to 34" from the floor. Where a single counter contains more than one station the disabled accessible section shall be located at a section of counter that is at least 36" wide and no more than 28" to 34" high. Section 112213.4. GROUP A OCCUPANCIES 73. Note that assistive listening device systems shall be installed in the following use areas for people with hearing impairments, per Section 110413.2; Assembly areas. Conference and meeting rooms. Similar areas. The number of personal receivers required to be available shall be equal to 4% of the total seats provided, but 2. 74. Note on the plans that proper signage indicating the presence of assistive listening devices shall be posted in a prominent place, per Section 11 04B.2.4. 75. Revise plans to show that a permanent assistive listening device system is provided, per Section I 104B.2.6 for areas with fixed seating and an occupant load of ~!50. 76. Revise plans to clearly show that accessible seating is provided and noted as follows, per Section 1104B.3.1: a) Seating and toilet facilities in public amusement and/or resort areas shall be provided in a variety of locations such that a choice of admission prices and sightlines is available. ' Carlsbad 06-3268 11/28/06 b) Show a minimum of accessible seats as follows; ~4 but 526 total seats = >-1. ~27 but :550 total seats = 2. ~!51 but :5300 total seats = 4. c) Each accessible seat shall be identified by a sign or marker and the availability shall be posted at the ticket office. d) Show minimum clear space for wheelchairs, per Section 110413.3.6. 77. Show an accessible route connecting wheelchair seating locations with performing areas, per Sections 110413.3.10 through 110413.3.12, including: a) Stages. There is no disabled access shown to the stage level. END OF REVIEW 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. 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 Chuck Mendenhall at Esgil Corporation. Thank you. Carlsbad 06-3268 11/28/06 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Chuck Mendenhall BUILDING ADDRESS: 2787 State St. BUILDING OCCUPANCY: A3, B PLAN CHECK NO.: 06-3268 DATE: 11/28/06 TYPE OF CONSTRUCTION: V N BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) TI 6423 -466 299,055 - Air Conditioning Fire Sprinklers TOTAL VALUE 299,055 Jurisdiction Code 1Cb 113y Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance [j Type of Review: J Complete Review 0 Structural Only 0 Repetitive Fee 0 Other I Repeats o Hourly I Hour * Esgil Plan Review Fee Comments: I $SI LI 66 I $651.03 1 Sheet 1 of I macvalue.doc PLANNING/ENGINEERING APPROVALS I PERMIT NUMBER CO- DATE______________ ADDRESS 7 RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR PLAZA CAMINO REAL (410,000.00) CARLSBAD COMPANY STORES. VILLAGE FAIRE COMPLETE OFFICE BUILDING _____ PLANNER_________________ DATE . -,op/ ENGINEER W"'_1-' DATE X~ __________________ DocslMa1omwP!wi,dnq Engineiilng Ammdo PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB 063.69 Address Planner CLIFF JONES - Phone (760) 434-2813 APN: 903-qS-0I Type of Project & Use:-1Nwz&er Net Project Density: A)/A_DU/AC Zoning: VA. General Plan: V Facilities Management Zone: I CFD (in/out) #_Date of participation: Remaining net dev acres:______ Circle One (For non-residential development: Type of land used created by this permit:______________________________________________ Legend: Z Item Complete 0 Item Incomplete - Needs your action Environmental Review Required: YES - NO TYPE _ DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES - NO - TYPE APPROVAL/RESO. NO. DATE PROJECT NO. /?P CK -i OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval:frJo cooi titte.s p IIc,ueA Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES_ NOV' CA Coastal Commission Authority? YES NOV If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES NO If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). Complete Coastal Permit Determination Log as needed. Inclusionary Housing Fee required: YES NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES / NO - (A/P/Ds. Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees Construct Housing Y/N, Enter Fee, UPDATE!) H:\ADMlN\COUNTERBIdgPInchkRevChklst Rev 9/01 Site Plan: 1. Provide a fully dimensional site plan drawn to scale. Show: North arro w , p r o p e r t y l i n e s , easements, existing and proposed structures, streets, existing street i m p r o v e m e n t s , r i g h t - of-way width, dimensional setbacks and existing topographical lines (includ i n g a l l s i d e a n d rear yard slopes). 13' 2. Provide legal description of property and assessor's parcel number. Policy 44 - Neighborhood Architectural Design Guidelines 13 0 0 1. Applicability: YES NO________ 00 2 Project complies YES NO________ Zoning: '0 0 Setbacks: ' Front: Required Shown Interior Side:' Required Shown Street Side: Required Shown Rear: Required Shown Top of slope: Required Shown 'D 0 Accessory structure setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: . Required . Shown E 0 0 Lot Coverage: Required Shown 0 0 Height: Required El Shown ETIE] Parking: Spaces Required Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown 0 Additional Comments___________________________________________ _ _ _ _ _ _ _ _ _ _ _ _ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE H:ADMIN\COUNTER\BIdgPInchkRevChkIst Rev 9/01 November 20, 2006 TO:• BUILDING DEPARTMENT FROM: Assistant Planner, Redevelopment Department TENANT IMPROVEMENTS AT 2787 STATE STREET PLAN CHECK NO. CB063268 I have reviewed the building plans for the above referenced project. The theater received approval to locate at the subject property through Administrative Redevelopment Permit (RP 06-12). The project, does not require any additional land use permits because the proposed work qualifies as interior improvements to an approved structure. Therefore, the Housing & Redevelopment Department supports the issuance of building permit. . This information has been entered into Permits Plus. If you have any questions, please contact me at x2813. CLIFF JONES I Carlsbad Fire Department Plan Review Requirements Category: TI, COMM BUILDING DEPT. COPY Date of Report: 03-06-2007 Reviewed by: Name: Address: Permit #: CB063268 Job Name: VILLAGE ARTS THEATER-6423 SF Job Address: 2787 STATE ST CBAD INCOMPLETE The item you have submitted for review is incomplete: At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: C0N0001747 [NOT MET] Corrections to be noted: The wall between Dressing Room 108 and the rated corridor shall be 1-hour rated. Door 112B shall be FR to 20 minutes.- [ Comments of 12/05/06 - Applicant shall provide the following information on Title Sheet: revise Uniform Fire Code to California Fire Code declare Construction Type: V-N Under 'Fire Department Notes:' include the attached notes regarding General Requirements and Assembly Occupancies. Applicant shall provide the occupant load (O.L.) for each area and room based on use and square footage as defined in CBC. e.g. The Lobby would be 600 st divided by 3 = 200 O.L. the Riser/Platform is 715 s.f. / 11 = 65 O.L. This method must be used for each room or area not used for storage or utility. The Occupancy group must be declared based upon the occupant load. Fire anticipates that an A-2.1 designation will be appropriate. Provide a complete Means of Egress (MOE) plan showing all exits to be provided for based on O.L. This exiting shall be based on Chapter 10 of CBC. Dressing rooms, workshops, storerooms and other accessory spaces contiguous to stages shall be jseperated from one another and other building areas by a one-hour fire resistive occupancy seperation. CBC 405.3.2 One-hour rated exit corridor shall extend to include all publicly accessable areas including restrooms. Include a note that all Combustible scenery of cloth, film, dry vegetation and similar materials shall meet the requirements of CFC. Foam plastics shall have a maximum heat release rate of 100 kilowatts. 1 Entry: 12/05/2006 By: GR Action: CO Entry: 03/06/2007 By: GR Action: CO Carlsbad Fire Department Plan Review Requirements Category: TI, COMM Date of Report: 12-05-2006 Name: Address: BUILDING DEPT. COPY Reviewed by: 441Ft Permit #: CB063268 Job Name: VILLAGE ARTS THEATER-6423 SF Job Address: 2787 STATE ST CBAD INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: C0N0001747 [NOT MET] Applicant shall provide the following information on Title Sheet: revise Uniform Fire Code to California Fire Code declare Construction Type: V-N Under 'Fire Department Notes:' include the attached notes regarding General Requirements and Assembly Occupancies. Applicant shall provide the occupant load (O.L.) for each area and room based on use and square footage as defined in CBC. e.g. The Lobby would be 600 s.f. divided by 3 = 200 O.L. the Riser/Platform is 715 s.f. / 11 =65 O.L. This method must be used for each room or area not used for storage or utility. The Occupancy group must be declared based upon the occupant load. Fire anticipates that an-A-2.1 designation will be appropriate. Provide a complete Means of Egress (MOE) plan showing all exits to be provided for based on O.L. This exiting shall be based on Chapter 10 of CBC. Dressing rooms, workshops, storerooms and other accessory spaces contiguous to stages shall be seperated from one another and other building areas by a one-hour fire resistive occupancy seperation. CBC 405.3.2 One-'hour rated exit corridor shall extend to include all publicly accessable. areas including restrooms. Include a note that all Combustible scenery of cloth, film, dry vegetation and similar materials shall meet the requirements of CFC. Foam plastics shall have a maximum heat release rate of 100 kilowatts. Entry: 12/05/2006 By: GR/df Action: CO .% 17 1&L5 t S N4 VILiM ai i 5 gr LSSA4~0 CA I (uc 4'-rr JF sib "wtO. I APPROVED I BY4/) City of CAFAD BUILDINcflEPT. (26 \,~ t, VI F- '5_ U e1 - -Jo U, tics 72 tiEER * j1 >JJC.) U v.IN - -•.-- :• i- '-• Ia 11 > - 11 I II g IL 1111111 '1 ci'I Prff- iII F-MMI? &,4V-A1,-4MK E( 10 U"OC. WA35 A. Jir -rviLL'- 2-A 10 V4LILT * o1ItkSbCT100 A sJ LI'.! VI L1Ac r AY-1S VA-E.. ¶iO7 41'ci '1 DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S. Cleveland Street OCEANSIDE, CA 92054 PH. (760) 966-6355 FAX (760) 966.6360 Email: dsi@surfdsi.com JOB PEW Vllxzpf~cMJ 41:4'iP C SHEET NO.________________________ OF____________________ CALCULATED BY______________________ DATE AAA CHECKEDBY_________________________ DATE____________________ SCALE !LtLjF 357 49 (Ift') I 'Ag j /LIT Q5tLo (J'&42 MI L-4 - //Jr E)av1. (OWL VôiL1',JD -.__d 'a?C1Q FcrcI1,L1 ILGfl€ t2,o fIo t4•• 4.+42JL' Mil ( c! 4o'ot ltAkc (i*. NO DIr1 l,J1 iMP/V P 9O &E5it V?-V- DATE CHECKED BY, DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S. Cleveland Street OCEANSIDE, CA 92054 PH. (760) 966-6355 FAX (760) 966-6360 Email: dsi@surfdsi.com JOB OW 11U4% M SHEET NO. / OF 3 CALCULATED BY DATE_? DUNN SAVOIE INC Title: New Village Arts Theatre Job #07131 IN STRUCTURAL ENGINEERS Dsgnr: RMS Date: 6:0813M, I MAY 07 t908 S. CLEVELAND ST Description: projectionist mezzanine f3) OCEANSIDE, CA. 92054 for Kip McBane, WM Design (760) 966-6355 Scope DSI@SURFDSI.COM I Rev. 5SO100 U &Ver25.Oct202 General Timber Beam Page 1 Description Cantilevered Projectionist Mezz Jst dL-TL Uplift [General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 2x10 Center Span 9.33 it .....Lu 4.00 ft Beam Width 1.500 in Left Cantilever it .....Lu 0.00 ft Beam Depth 9.250 in Right Cantilever 4.00ft .....Lu 4.00 ft Member Type Sawn Douglas Fir - Larch, No.2 Fb Base Allow 875.0 psi Load Dur. Factor 1.000 Fv Allow . 95.0 psi Beam End Fixity. Pin-Pin Fc Allow - 625.0 psi Repetitive Member E 1,600.0 ksi Full Length Uniform Loads 1 Center DL 15.00 #Ift LL #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL 15.00 #/ft LL 80.00 #Ift Beam Design OK Span= 9.33ft, Right Cant= 4.00ft, Beam Width = 1.500in x Depth = 9.251n, Ends are Pin-Pin Max Stress Ratio 0.414 : I Maximum Moment -0.8 k-ft Maximum Shear * 1.5 0.5 k Allowable 1.8 k-ft Allowable 1.3 k Max. Positive Moment 0.11 k-ft at 3.785 it Shear: @ Left 0.06k Max. Negative Moment -0.12 k-ft at 9.330 it @ Right 0.37k Max @ Left Support 0.00 k-ft Camber: @ Left 0.000 in Max © Right Support -0.76 k-ft © Center 0.014 in Max. M allow 1.84 Reactions... © Right 0.001 In fb 426.35 psi fv 33.41 psi Left DL 0.06 k Max 0.06k Fb 1,030.35 psi Fv 95.00 psi Right DL 0.14k Max 0.53k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.009 in -0.009 in Deflection 0.000 in 0.000 in ...Location 4.212 ft 4.212 ft ...Length/Defl 0.0 0.0 ...Length/Defl 12.2472 12,247.22 Right Cantilever... Camber( using 1.5 * D.L. Dell ) ... Deflection 0.001 in -0.113 in © Center 0.014 in ...Length/Defl 135,563.4 851.3 @Left 0.000 in © Right 0.001 in Stress Calcs Bending Analysis Ck 34.680 Le 8.237 it Sxx 21.391 in3 Area 13.875 1n2 Cf 1.100 Rb 20.162 Cl 0.931 Max Moment Sxx Read Allowable fb @ Center 0.12 k-ft 1.40 in3 1,030.35 psi © Left Support 0.00 k-ft 0.00 in3 1,106.88 psi © Right Support 0.76 k-ft 8.85 in3 1,030.35 psi Shear Analysis © Left Support © Right Support Design Shear 0.07 k 0.46 k Area Required 0.725 in2 4.880 in2 Fv: Allowable 95.00 psi 95.00 psi IC119 No. 46423 rn Bearing @ Supports Exp. Max. Left Reaction 0.06 k Bearing Length Req'd 0.061 in Max. Right Reaction 0.53 k Bearing Length Req'd 0.567 in Op 'DUNN SAVOIE INC. Title: New Village Arts Theatre Job #07131 908 S. CLEVELAND ST. Description: projectionist mezzanine STRUCTURAL ENGINEERS Dsgnr: RMS Date: 6:08PM, 1 MAY 07 OCEANSIDE, CA. 92054 for Kip McBane, WM Design (760) 966-6355 Scope: DSI@SURFDSI.COM 1 i1I.25.00.2002 General Timber Beam Page 1 I C Engineering Software Description Cantilevered Projectionist Mezz Jst TL-TL General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 2x10 Center Span 9.33 it .....Lu 4.00 ft Beam Width 1.500 in Left Cantilever it .....Lu 0.00 it Beam Depth 9.250 in Right Cantilever 4.00ft .....Lu 4.00 ft Member Type Sawn Douglas Fir - Larch, No.2 Fb Base Allow 875.0 psi Load Dur. Factor 1.000 Fv Allow 95.0 psi Beam End Fixity Pin-Pin Fc Allow 625.0 psi Repetitive Member E 1,600.0 ksi [Full Length Uniform Loads I Center DL 15.00 #/ft LL 67.00 #/ft Left Cantilever DL #Ift LL #Ift Right Cantilever DL 15.00 #Ift LL 80.00 #Ift Beam Design OK Span= 9.33ft, Right Cant= 4.00ft, Beam Width = 1.500m x Depth = 9.251n, Ends are Pin-Pin Max Stress Ratio 0.458 1 Maximum Moment 0.8 k-ft Maximum Shear * 1.5 0.6 k Allowable 1.8 k-ft Allowable 1.3 k Max. Positive Moment 0.83 k-ft at 4.532 ft Shear: @ Left 0.37k Max. Negative Moment -0.12 k-ft at 9.330 ft © Right 0.46k Max @ Left Support 0.00 k-ft Camber: © Left 0.000 in Max @ Right Support -0.76 k-ft' © Center 0.014in Max. 'M allow 4 1.84 Reactions... @ Right 0.001 in fb 467.44 psi fv 43.54 psi Left DL 0.06 It Max 0.37k Fb 1,030.35 psi Fv 95.00 psi Right DL 0.14k Max 0.84k [eflections -I Center Span... Dead Load Total Load Left Cantilever... Dead Loan I otal Loan Deflection -0.009 in -0.081 in Deflection 0.000 in 0.000 in ...Location 4.212 it 4.585 ft ...Length/Defl 0.0 0.0 ...Length/Defl 12,247.2 1,378.19 Right Cantilever... Camber (using 1.5* D.L. Deft) ... Deflection 0.001 in -0.113 in © Center 0.014 in ...Length/Defl 135,563.4 851.3 @Left 0.000 in © Right 0.001 in Stress Calcs Bending Analysis Ck 34.680 Le 8.237 ft Sxx 21.391 in3 Area 13.875 1n2 . Cf 1100 Rb 20162 Cl 0.931 Max Moment Sxx Redd © Center 0.83 k-ft 9.70 in3 @ Left Support 0.00 k-ft 0.00 in3 © Right Support 0.76 k-ft 8.85 1n3 Shear Analysis © Left Support © Right Support Design Shear 0.46 k 0.60 k Area Required 4.870 1n2 6.360 in2 Fv: Allowable 95.00 psi 95.00 psi Bearing @ Supports Max. Left Reaction 0.37 k Bearing Length Req'd Max. Right Reaction 0.84 k Bearing Length Req'd Allowable fb OFES&. 1,030.35 psi 1,106.88 psi M. 1,030.35 psi 4 No.46423 Exp. _ 0 ). 0.394 in 0.900 in LA COSTA ENGtN.ER1ic2 1950 KELLOGG AVE. CARLSBAD. CALIFORNIA 92006 TEL 760-931-0290 FAX 438-5251 EMAIL: Icengr@connectnet.com CIVIL • STRUCTURAL MECHANICAL • PETROLEUM STRUCTURAL CALCULATIONS PROJECT: NEW VILLAGE ARTS THEATRE 2787 STATE STREET CARLSBAD, CA 92008 ENGINEER: MARTELL B. MONTGOMER R.C.E. 50344 EXP. 6-30-07 DATE: DECEMBER 14, 2006 Cz Uj '4 DESIGN LOADS: 1997 UBC, 2001 CBC Floor Load: Interior Wall: 10 psf DL 8 psf DL 40 psf LL 50 psf TL Seismic Properties: Seismic Zone 4 R=5.5 1=1.0 Nearest Fault: >5km Seismic Source: B Soil Profile: Sd assumed Near-Source Factor: Na = 1.0 Seismic Coefficient: Ca = 0.44 Reliability/Redundancy: p = 1.0 LA COSTA ENGINEERUNG 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 82008 TEL 760-931-0290 FAX 438-5251 EMAIL: Icengrconnectnet.com CIVIL • STRUCTURAL MECHANICAL. PETROLEUM DIAPHRAGM SPECS: ROOF: IUSE ½" CDX 24/0 PLYWOOD. 1 NAIL 8d @ 6" 0-c- EDGE, 12" o.c. FIELD, IUNBLOCKED. CONSTRUCTION CONNECTION REOUIRMENTS: ALL HANGERS, STRAPS, HOLD DOWNS - SIMPSON. ALL CONCRETE 2000 PSI @ 28 DAYS. ALL NAILING PER UBC TABLE 23-11-B- 1. FASTEN A-35 @ * o.c. ABOVE ALL SHEAR WALLS @ BLOCKPLATE, RAFTER/JOIST - PLATE LOCATIONS, OTHERWISE FASTEN @ 48" o.c. ALL LUMBER DF-L, BEAMS AND POSTS SHALL BE GRADE #1. TJI'S, PARALLAMS AND MJCROLLAMS - TRUSJOIST MCMILLAN. ALL SHEAR WALLS @ 18T FLOOR TO HAVE MIN. 4x4 @ EACH END. * - PER SHEAR WALL SCHEDULE TABLE 23-I1-B-I 1997 UNIFORM BUILDING CODE TABLE 23-II-B-1---NAIUNG SCHEDULE 7 CONNECTION NAJUNGI Joist to sill or girder, toenail Bridging to joist, toenail each end 1" x 6" (25 mm x 152 mm) subfioor or less to each joist, face nail Wider than 1" x 6" (25 mm X 152 mm) subfloor to each joist, face nail 35j 2" (51 mm) subiloor to joist or girder, blind and face nail - 2-16d Sole plate to joist or blocking, typical face nag Sole plate to joist or blocking, at braced wall panels 16d at 16" (406 mm) o.c. 3-16d per 16" (406 mm) Top plate to stud, end nail 2-16d & Stud to sole plate 4-8d, toenail or 2-16d, end nail Double studs, face nail -- 16d at 24" (610 mm) Doubled top plates, typical face nail Double top plates, lap splice - 16d at 16" (406 mm) o.c. 8-16d Blocking between joists or rafters to top plate, toenail 38j Rim joist to top plate, toenail 8d at 6" (152 rmn)o.c. Top plates, laps and intersections, face nail 2-16d Continuous header, two pieces 16d at 16" (406 mm) o.c. along each edge Ceiling joists to plate, toenail 3-8d Continuous header to stud, toenail . Ceiling joists, laps over partitions, face nail 3-16d Ceiling joists to parallel rafters, face nail 3-16d Rafter to plate, toenail - 3-8d 1" (25 mm) brace to each stud and plate, face nail 2-8d 1" x 8" (25 mm X 203 mm) sheathing or less to each bearing, face nail 2-8d Wider thanl" X 8"(25into X 203 mm) sheathing to each bearing, face nail 3-8d Built-up corner studs 16d at 24" (610 mm) o.c. Built-up gilder and beams 20d at 32" (813 mm) o.c. at top and bottom and staggered 2-20d at ends and at each splice 2" (51 mm) planks 2-16d at each bearing Wood structural panels and particleboard:2 Subfloor and wall sheathing (to framing): 1/2" (12.7 mm) and less 327 /4" (15 mm-19 mm) I8"-1" (22 mm-25 mm) 1hI84u/4" (29 mm-32 mm) Combination subfloor-underlayinent (to framing):- 3/4w (19 mm) and less /"-i" (22 mm-25 nun) 1h/(1h/4" (29 mm-32 nun) . 60 or 6d5 8d3 10i or 8d5 6ds 8d5 10c14 or Sd5 Panel siding (to framing)2: 1/2" (12.7 aim) or less I8" (16 mm) 6d6 8d6 Fiberboard sheathing:7 1I2 (12.7 mm) I32" (20 mm) No. 11 ga.8 No. 16 ga.9 No. 11 ga.8 No. 16 ga.9 Interior paneling 1/4" (6.4 min) i8" (93 mm) 4d10 6d11 1Conimon or box nails may be used except where otherwise stated. 2Nails spaced at 6 inches (152 mm) on center at edges, 12 inches (305 mm) at intermediate supports except 6 inches (152 mm) at all supports where spans are 48 inches (1219 mm) or more. For nailing of wood structural panel and patticleboard diaphragms and shear wails, refeT to Sections 2315.3.3 and 2315.4. Nails for wall sheathing may be common, box or casing. 3Common or deformed shank. 4Conimon. 5Deformed shank. 6Corrosion-resistant siding or casing nails conforming to the requirements of Section 2304.3. 7Fasteners spaced 3 inches (76 mm) on center at exterior edges and 6 inches (152 mm) on center at intermediate supports. 8Corrosion-resistant roofing nails with 7/16-inch-diameter (11 nun) head and 11/2-inch (38 mm) length for 1/2-inth (12.7 mm) sheathing and 13/4-inch (44 min) length for 25/32-inch (20 mm) sbeathinconforming to the requirements of Section 2304.3. 9Corrosion-resistant staples with no mi n a`7 '/16-inch (11 aim) crown and 11/8 -inch (29 mm) leng th for 1/2-inch (12.7 mm) sheath in g and 11/2-inch (38 mm) length for 25/32-inch (20 mm) sheathing conlbTming to the requirements of Section 2304.3. 10Panel supports at 16 inches (406 mm) [20 inches (508 mm) if strength axis in the long direction of the panel, unless otherwise marked]. Casing or finish nails V 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports. ttPanel supports at 24 inches (610mm). Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 indies (305mm) at intermediate supports. 2-282 8d 0 6' o.c. BOUNDARY NAILING (4) 8d PER BLKG. PLYWOOD SHTG. 2x RAFTER \ — BLKG 24" o.c. \SIMP A'S Q SPAc4Ws per?. se 3LV\swLffj CRiS 4 "oc.. 2x4 STUDS © 16" o.c. *WHERE R.R.'s ARE PARALLEL TO SHEAR WALL NAME' EXTERIOR SHEAR 'MALL TO ROOF PIAPHRAc9M (CASE I) DIViSiON' SUB-DIVISION' N114BER V400P FRAMIN& ROOF DIA. BOUNDARY NAILING PLYWOOD SHTG. .- .I. z '--2x RAFTER w LLJQ A34 RR TO TOP PLT. 0 Ix .0 2x4 STUDS 0 16" 0-c. In D I0 *ERE R.R.'s ARE PARALLEL TO SHEAR WALL ogot HMO D(TERIOR SHEAR ALL TO ROOF PIAFHRAcM (CASE 2) ALC DIVISION SUB -DI VISIOIÔ MJNBER I'-O" V40 0P FRAMING to 2x STUDS © 16" o.c. FLOOR SHIG. lOd© 6 o.c. BN 2x DBL. TOP PLT. 2x F. J. - OR - TJI A35 © 16" O.C. 2x STUDS © 16" o.c. NAME T1'PICAL FLOOR SHEAR TRANSFER SCALEl DIVISION SUB-DIVISION NUMBER: 1-1/2" = 11-011 1 V'OOP I FRAMING I] TRITON ENGINEERS, INC. 1130 CAMINO DEL MAR, SUITE J', P.O. BOX 811 DEL MAR, CALIFORNIA 92014 Ph: 858.481.8012 Fx: 858.481.8013 STRUCTURAL CALCULATIONS FOR: PROJECT: NEW VILLAGE ARTS THEATRE 2787 STATE STREET, CARLSBAD, CA 92008 CLIENT: Comstock Kaufman 2190 Carmel Valley Road, Del Mar, CA 92014 ----. A BUILDING DEPARTMENT SUBMITTAL Rev. Amendment 0 0 ., - 2 . ISSUED FOR BUILDING DEPARTMENT REVIEW Issued Only For Purpose Indicated Dote Approved SIGNATURE SHALL BE WET, NOTA COPY THEREOF No. C051# 2x 2x4 S1VD BALLOON-FRAMED PARTITION HALL FR.A141Ne PLAN NOTES: L WOM 9IE71,1110 9IAU. BE AW ,LYmOD. ATrAG44 11)4 Sd CCI54ON AT V 06 EOjVMY NAJUNS NV Sd W44 AT V 06 EDE NAIUNS NV Sd G4VN AT IT 06 FIE.P NAJUNS. 2. TYFIG% WMW PIM.I. PRN4DIS 514AJ.L. BE 24 AT IV 06, LW, IVNS P$L&6 FIR W. 2 MADE UbWt 2. Si€frR hALLS . DErAil. NV 5GILE FR09)D ON 1)15 5IT. 5 PARTiAL 1ff. SHEAR Pft.N. OVM FULL LENGTH F OSrAIL DI- SEATING RISERS FRAMING PLAN SCALE V2.I'-O LEGEND: I. .Ix4 GROSS BRACING 2. 0 sw-^R vtiu. Fm sc+wuLrz PARrn1oN HALL 6TBI'FUN ENGINEERS RLE SHEET OF_________ Na 07-zz*l cuEwr 1(44'~JM.4.V PROJECT IVV4- TAd- SUBJECT Uwfl-oIs LL k4 L 4tolf + 2.. tr I1i1LIII1tI •• 1ifftl tllti 4Iol A.- [Thsc 1.h. a,J, 2*4 P6- v'r LOZ. . ri p - p_•.& . • ./It .4Lrj.iJ dc- 1e-c 1lSJJ ) V tTt1..?11 FTRITON ENGINEERS RLE SHEET OF____ BNQ CUENT PROJECT SUBJECT r .6 41f LeO ri TRITON ENGINEERS . FILE SHEET OF. ii CUEWr PROJECT SUBJECT onengfneercom PROJ No. r CLIENT II ACTIVITY JL SUBJECT SHEET i4. OF j Re 560100 General Timber Beam Description Joist wl Point Load General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 2x6 Center Span 3.42 ft .....Lu 0.00 It Beam Width 1.500 in Left Cantilever It .....Lu 0.00 ft Beam Depth 5.500 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.2 Bm Wt. Added to Loads : -Fb Base Allow 875.0 psi Load Dur. Factor 1.000 Fv Allow 95.0 psi Beam End Fixity Pin-Pin Fc Allow 625.0 psi Wood Density 35.000pcf E 1600.0 ksi Live Load 340.0 lbs lbs lbs lbs lbs lbs lbs ...dlstance 1.700 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft NMI umma1y I Beam Design OK Span= 3.42ft, Beam Width = 1.5001n x Depth = 5.51n, Ends are Pin-Pin Max Stress Ratio 0.492 : I Maximum Moment 0.4 k-ft Maximum Shear 1.5 0.3 k Allowable 0.7 k-ft Allowable 0.8 k Max. Positive Moment 0.35 k-ft at 1.696 ft Shear @ Left 0.21 k Max. Negative Moment 0.00 k-ft at 3.420 ft @ Right 0.21 k Max © Left Support 0.00 k-ft Camber © Left 0.000 In Max @ Right Support 0.00 k-ft @ Center 0.605in Max. Mallow 0.72 Reactions... © Right 0.000 in lb 559.67 psi fv 37.95 psi Left DL 0.04 k Max 0.21 It Fb 1,137.50 psi Fv 95.00 psi Right DL 0.04k Max 0.21 k [Deflections 1 ,IIII JQuu... Deflection .-.o -0.003 in -0.018 in .. Deflection _________ 0.000 In 0.000 In ...Location 1.710ft 1.710 ft ...LengthlDefl 0.0 0.0 ...LengthlDefl 12,766.5 2,289.19 Right Cantilever... Camber (using 1.5 * D.L. Defi) ... Deflection 0.000 In 0.000 in © Center 0.005 In ...LengthlDefl 0.0 0.0 @ Left 0.000 in © Right 0.000 in [Stress Caics Bending Analysis Ck 34.680 La 0.000 ft Sxx 7.563 In3 Area 8.250 1n2 Cl' 1.300 Rb 0.000 Cl 0.000 Max Moment Sxx Rea'd Allowable lb Q Center 0.35 k-ft 3.72 1n3 1.137.50 psi © Left Support 0.00 k-ft 0.00 1n3 1,137.50 psi © Right Support 0.00 k-ft 0.00 In3 1,137.50 psi Shear Analysis © Left Support © Right Support Design Shear 0.31 k 0.31 k Area Required 3.296 1n2 3.258 1n2 Fv: Allowable 95.00 psi 95.00 psi Bearing @ Supports Max. Left Reaction 0.21 k Bearing Length Req'd 0.224 In Max. Right Reaction 0.21 k Bearing Length Req'd 0.221 In PROJ No. flfl CLIENT JI ACTIVITY JL SUBJECT SHEET '? OF fl Rev: 560100 ~!erl(W-MO4312,VerS.6.1, 5-Oct-2002 General Timber Beam Description Joist wl Point Lodd (Query Values M, V, & D @ Specified Locations Moment Shear Deflection © Center Span Location = 0.00 ft 0.00 k-ft 0.21 k 0.0000 In @ Right Cant. Location = 0.00 ft 0.00 k-ft 0.00 k 0.0000 in Left Cant. Location = 0.00 ft 0.00 k-ft 0.00 k 0.0000 in Notes Calculations are designed to 1997 NDS and 1997 UBC Guidelines Section databases have been updated as of 2-Apr-1999 Allowable stress databases have been updated to 1997 NDS & 1997 UBS values on 2-Apr-1999 To determine Cf values for sawn sections, the program looks for the Identifying words In the "Stress" entry. "Select", "No.1", "Standard" and similar typical words are used to determine Cf category "Unbraced length" Is multiplied by the following values to calculate "Le" When beam depth <= 7", Le = 2.06 • Lu When 7"< beam depth -c= 14.3", Le1.6VL.u+3d When beam depth > 14.3". Le=1.84Lu PROJ No. [1 CLIENT ACTIVITY SUBJECT SHEET OF 19. Ur KV.O6O4312, ver 5.6.1. 25.Oct.2002 Genera' Timber Beam I (c1983-2002 ENRCALC Enaineerina Software re IIaflons Description 3X. 4- 41CAT General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 3x6 Center Span 1.63 ft .....Lu 0.00 ft Beam Width 2.500 In Left Cantilever ft .....Lu 0.00 ft Beam Depth 5.500 In Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir- Larch. No.2 Bm Wt. Added to Loads Fb Base Allow 875.0 psi Load Dur. Factor 1.000 Fv Allow 95.0 psi Beam End Fixity Pin-Pin Fc Allow 625.0 psi Wood Density 35.000 pd E 1,600.0 ksi Point Loads Live Load 400.0 lbs lbs lbs lbs lbs lbs lbs ...dlstance 0.500 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000ft Laumindry Beam Design OK Span= 1.631t, Beam Width = 2.5001n x Depth = 5.51n, Ends are Pin-Pin Max Stress Ratio 0.319 :1 Maximum Moment 0.1 k-ft Maximum Shear * 1.5 0.4 k Allowable 1.2 k-ft Allowable 1.3 k Max. Positive Moment 0.14k-ft at 0.500 It Shear © Left 0.28k Ma)L Negative Moment 0.00 k-ft at 0.000 ft © Right 0.13k Max © Left Support 0.00 k-ft Camber: @ Left 0.000in Max © Right Support Max. M allow 0.00 k-ft 1.19 Reactions... © Center © Right 0.000 in 0.000ln lb 132.66 psi fv 30.34 psi Left DL 0.00 k Max 0.28k Fb 1,137.50 psi Fv 95.00 psi Right DL 0.00k Max 0.13k [efIectIons -I Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection 0.000 In -0.001 in Deflection 0.000 In 0.000 In ...Locatlon 0.812 ft 0.734 ft ...LengthlDefl 0.0 0.0 ...LengthiDefl 2062.567.1 21,226.88 Right Cantilever... Camber ( using 1.5 *D.L. Deft) ... Deflection 0.000 in 0.000 In @ Center 0.000 in ...Lengthloefl 0.0 0.0 © Left 0.000 in © Right 0.000 in Stress Calcs Bending Analysis Ck 34.680 Le 0.000 It Sxx 12.604 1n3 Area 13.750 1n2 Cf 1.300 Rb 0.000 Cl 0.000 Max Moment Sxx Rep'd Allowable lb © Center 0.14 k-ft 1.47 1n3 1,137.50 psi © Left Support 0.00 k-ft 0.00 1n3 1,137.50 psi © Right Support 0.00 k-ft 0.00 1n3 1,137.50 psi Shear Analysis © Left Support © Right Support Design Shear 0.42 k 0.19 k Area Required 4.391 In2 1.962 1n2 Fv. Allowable 95.00 psi 95.00 psi Bearing @ Supports Max. Left Reaction 0.28 k Bearing Length Req'd 0.179 In Max. Right Reaction 0.13 k Bearing Length Req'd 0.081 In PROJ No. flfl CLIENT II ACTIVITY JL SUBJECT _______ SHEET 7 OF_____ Rev: 580100 General Timber Beam Description 3X LQuery Values MV, & D @ Specified Locations Moment Shear Deflection © Center Span Location = 0.00 ft 0.00 k-ft 0.28 k 0.0000 In @ Right Cant. Location = 0.00 ft 0.00 k-ft 0.00 k 0.0000 In Left Cant. Location = 0.00 ft 0.00 k-ft 0.00 k 0.0000 in Notes Calculations are designed to 1997 NDS and 1997 UBC Guidelines Section databases have been updated as of 2-Apr-1999 Allowable stress databases have been updated to 1997 NDS & 1997 IJBS values on 2-Apr-1999 To determine Cf values for sawn sections, the program looks for the identifying words In the "Stress" entry. "Select', "No.1", "Standard" and similar typical words are used to determine Cf category "Unbraced length" Is multiplied by the following values to calculate "Le" When beam depth c= 70, Le = 2.06" Lu When l"c beam depth <=14.3", Le=1.62"Lu+3d When beam depth > 14.7, Le = 1.84 * Lu PROJ No CLIENT ACTIVITY PROJECT SUBJECT FILE SHEET S OF F - REV DATE BY CHK APP REV DATE BY CHK APP WOOD POST CAPACITIES FOR VARIOUS HEIGHTS (kips) SECTION HEIGHT 8.0' 9.0' 10.0' 11.0' 12.0' 13.0' 2 x 4 2.93 2.32 1.88 1.55 1.30 2- 2 x 4 K4.69))3.71 3.01 2.48 2.08 2 x 6 8.25 7.73 7.00 6.02 5.06 2-2x6 13.20 12.37 11.20 9.63 8.10 4 x 4 7.82 6.18 5.00 4.15 3.47 2.96 4 x 6 12.28 9.70 7.86 6.50 5.46 6.50 4 x 8 16.19 12.79 10.36 8.56 7.19 6.13 6 X 6 28.45 27.36 25.85 25.80 21.12 18.05 6 X 8 38.79 37.31 35.25 32.46 28.80 24.61 8 X 8 55.28 54.70 53.88 52.78 51.34 49.49 Ph: 858.481.8012 Fx: 858.481.8013 www.tritonenglnoera.cOm PROJ No CLIENT ACTIVITY PROJECT FILE SUBJECT SHEET '7 OF ii REV DATE BY CHIC APP REV DATE BY CHIC APP 1 1 SEISMIC LOADs - 1997 UBC Seismic ZONE 4 (Z = 0.4) For STUCCO Shear Walls 5 km from FAULT R = 4.5 00= 2.8 Na = 1.0 Nv = 1.2 Na = 1.0 (TABLE 16 Soil Type = Sd (assumed) (TABLE 16 - J) Co = 0.44 Na = 0.44 * (1.0) = 0.44 (TABLE 16 Nv = 1.2 (TABLE 16 - 1) Cy—=064s. Nv 0.64 * (1.2) = 0.77 (TABLE 16 R = 45-V0= 2.8 (TABLE 16 - N) T=T.0 (TABLE 16 - K) Ct = 0.02 (1630.2.2) T = Ct (hn)4. = SEC ; On = Fr) (30 - 8) * V = (Cv 1 /RT) . W * (30 - 4) V = (0.77 1.0/4.5 . . W = . W btit need NOT EXCEED * V = (2.5 Co l/R) . W * (30 - 5) V = (2.5 . 0.44 -1.0/4.5) . V = 0.244 . W but NOT LESS THAN * V = (0.11 Cal) -W * (30 - 6) V = (0.11 .0.44 . 1.0) W = 0.048 W also for seismic Zone 4, NOT LESS THAN * V = (0.8 Z Nv l/R) . W * (30 - 7) V = (0.8 . 0.4. 1.2 . 1.0/4.5) . W = 0.085 . W NOTE: V = 0.244 . W is at "strength level" 0.244/1.4 ='0.174 ; V = 0.174 SHALL be USED for DESIGN Ph: 858.481.8012 Fx: 858.481.8013 www.t.1tonenglneers.cOm TIIITON EMINEERS RLE SHEET 10 OF--n- "No. PROJECT SUBJECT 4-vM4.. !(Mf b44I L s4Ai'. yvei# I4aiiiO 6q . Cf OlL .1,Ie o.1E p'). l.b/a.5 ) vi - 6.7-44 ! . O'iN w 4uv.) Py. .. . 5t.t4 °r r) t4w.g(4& •O lt !b 2-o r' •. I1D b: S 'ZJ42 \/'-. 6 1!' t I I j6THITM LINRINEERS RE SHE I•I c If "M. CL!EW PROJECT SUBJECT e-k.— V .L L L1.D' 1-j'- • 1-7 tt- t#trtt4b. 0 (14~i.491L()- TRITON ENGINEERS RE SHT "No. CLJEW PROJECT SUBJECT 4'i As.t tw1$I.d (40 ri') '.• 3r ": 4'2 6-11 Live.) - . US& 43. LJL- *4V (04J / 8(e,L' • L(eJ," ciJ . • ). I' •"4" 1.4 PROJ No. CLIENT ACTIVITY SUBJECT _______ SHEET 13 OF Ij FRev: 560100 I UseKW.060A312.Vw5.6.1.25-Oct-2002 Plywood Shear Wall & Footing I frlR.2flfl2 NPRCAI1 Fnainñnn SnftwrQ Description Grid Lines A&D I General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements # Plywood Layers I Wall Length 17.000 ft Ed POSt L)Imension 3.50 in Plywood Grade Structural I Wall Height 5.000 it Seismic Factor 0.174 Nail Size 8d Wall Weight 32.000 psf Nominal Sill Thick. 2.00 Thickness 15132 Ht I Length 0.294 Stud Spacing 16.00 in I Loads Vertical Loads... Point Load #1 0.00 lbs at 0.00 It Point Load #2 0.00 lbs at 0.00 It Point Load #3 0.00 lbs at it Uniform Load #1 0.00 #Ift 0.00 ft to 0.00 ft Uniform Load #2 0.00 #lft 0.00 It to 0.00 it Lateral Loads... Uniform Shear @ Top of Wall 217.00 mIt 17.00011 = 3,689.00 lbs UnIform Shear @ Top of Wall 0.00 #Ift • 17.000 ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied © Top of Wall 0.00 ft-# Design OK Wall Summary... Using 15/32" Thick Structural I on I side/s, Nailing Is 8d at 6 In @ Edges, 8d at 12 in © Field Applied Shear = 244.8#/ft, Capacity = 280.000#/ft -> OK Wall Overturning = 19,628.2ft-#, Resisting Moment = 23,120.0114, End Uplift = 0.001bs Max. Soil Pressures: @ Left = 883.7psf, © Right = 883.7psf Sill Bolting: 1/2" Bolts © 41.39in, 5/8 Bolts © 48.00in, 3/4" Bolts © 48.001n PROJ No CLIENT ACTIVITY PROJECT SUBJECT FILE SHEET OF 17 REV DATE BY CHK APP REV DATE BY CHK APP ROOF/FLOOR DIAPHRAGM TYPES MAX. DESCRIPTION ALLOW SHEAR 15/32" (or *1/2") APA RATED SHEATING, * UNBLOCKED, and nailed with ** 8d @ 6 inches O.C. at supported edges, and ** 8d © 12 inches O.C. along intermediate framing members (or 8d © 10 inches O.C. FLOORS, along intermediate framing membes) CASE 1 240 180 CASE 2,3,4,5&6 15/32" (or *5/8") APA RATED SHEATING, * UNBLOCKED, and nailed with ** 1 O © 6 inches O.C. at supported edges, and ** lOd © 12 inches O.C. along intermediate framing members (or lOd © 10 inches O.C. FLOORS, along intermediate framing membes) CASE I 255 190 CASE 2,3,4,5&6 19/32" (or *3/4") APA RATED SHEATING, * UNBLOCKED, and nailed with ** lOd © 6 inches O.C. at supported edges, and C ** lOd © 12 inches O.C. along intermediate framing members (or lOd © 10 inches O.C. FLOORS, along intermediate framing membes) CASE 1 285 215 CASE 2,3,4,5&6 * APA RATED SHEATING could be: STURD—l--FLOOR Exp. 1, Exp. 2 or EXT., or APA STRUCTURAL II Rated Sheating Exp. 1 or EXT. (CD—X for Example) Ph: 858.481.8012 Fx: 858.481.8013 www.trftonenglnoers.com PROJ No CLIENT ACTIVITY PROJECT SUBJECT FILE SHEET OF REV DATE BY CHK APP REV DATE BY CHK APP ROOF/FLOOR DIAPHRAGM TYPES DESCRIPTION MAX. ALLOW SHEAR 15/32" (or *1/2") APA RATED SHEATING, * BLOCKED, and nailed with 8d © 4 inches O.C. at diaphragm boundaries (all CASES), and at all Q ** G panel edges (CASE 5 & 6) ** 8d. © 6 inches O.C. at other panel edges (CASE 1, 2, 3 &4) ** 8d © 12 inches O.C. (8d @ 10 inches O.C. at FLOORS) along intermediate framing members 240 CASE 1 180 CASE 2,3,4,5&6 15/32" (or *5/8") APA RATED SHEATING, * UNBLOCKED, and nailed with ** 1 O © 4 inches o.c. at diaphragm boundaries (all cases), and at all panel edges (case 5 & 6) lOd © 6 inches o.c. at other panel edges (case 1, 2, 3 &4) ** lOd © 12 inches o.c. (8d © 10 inches o.c. at floors) along intermediate framing members 255 CASE 1 190 CASE 2,3,4,5 & 6 19/32" (or *3/4") APA RATED SHEATING, * UNBLOCKED, and nailed with ** lOd © 4 inches o.c. at diaphragm boundaries (all cases), and at all ED panel edges (case 5 & 6) ** 1 O © 6 inches o.c. at other panel edges (case 1, 2, 3 &4) ' lOd © 12 inches o.c. (8d © 10 inches o.c. at floors) along intermediate framing members 285 CASE 1 215 CASE 2,3,4,5 & 6 * APA RATED SHEATING could be: STURD—l—FLOOR Exp. 1, Exp. 2 or EXT., or APA STRUCTURAL II Rated Sheating Exp. 1 or EXT. (CD—X for Example) Ph: 858.481.8012 Fx: 858.481.8013 www.trftonengIneora.com PROJ No CLIENT ACTIVITY PROJECT SUBJECT FILE SHEET OF REV DATE BV CHK APP REV DATE BY CHIC APP MAX. SHEAR WALL TYPES ALLOW (See NOTE la & 1 b) SHEAR Sheating Nailing SEE NOTE: 7/8" CEMENT PLASTER No. 1 iga. x 1 1/2" LONG - A 180 W/ WOVEN WIRE LATH W/ 7/16" HEADS © 6" O.C. 3/8" STRUCT. 1 PLY 8d © 6" O.C. EN, BN. B• 230 ONE SIDE 8d © 12" O.C. F.N. 15/32" STRUCT. 1 PLY 8d @ 6" O.C. EN, BN. C - 280 ONE SIDE 8d © 12" O.C. F.N. 3/8" STRUCT. 1 PLY 8d © 4" O.C. EN, BN. D 360 ONE SIDE 8d © 12" O.C. F.N. NOTE 3 15/32" STRUCT. 1 PLY 8d © 4" O.C. EN, BN. E 430 ONE SIDE 8d © 12" O.C. F.N. NOTE 3 3/8" STRUCT. 1 PLY 8d © 3" O.C. EN, BN. F 460 ONE SIDE 8d © 12" O.C. F.N. NOTE 3 15/32" STRUCT. 1 PLY 8d © O.C. EN, BN. 6 550 ONE SIDE 8d © 12" O.C. F.N. NOTE 3 15/32" STRUCT. .1 PLY 1 O © 3" O.C. EN, BN. H 665 ONE SIDE lOd © 12" O.C. F.N. NOTE 3 • (2060) 3/8" STRUCT. 1 PLY 8d © O.C. EN, BN. 720 BOTH SIDES 8d © 12" O.C. F.N. NOTE 2 & 3 J (2x430) 860 15/32" STRUCT. 1 PLY 8d © 4" O.C. EN, BN. NOTE 2 & 3 BOTH SIDES 8d © 12" O.C. F.N. (2060) 920 3/8" STRUCT. 1 K PLY 8d © 3" O.C. EN, BN. NOTE 2 & 3 BOTH SIDES 8d @ 12" O.C. F.N. L (2650) 1100 15/32" STRUCT. 1 PLY 8d © 3" O.C. EN, BN. NOTE 2 & 3 BOTH SIDES 8d © 12" O.C. F.N. (2x665) 1330 15/32" STRUCT. 1 PLY lOd © 3" O.C. EN, BN. NOTE 2 & 3 BOTH SIDES lOd @ 12" O.C. F.N. NOTES: For SHEAR TRANSFER Connections and ALL NOTES see neXt three pages Ph: 858.481.8012 Fx: 858.481.8013 www.ts1tonengIneers.com PROJ No CLIENT ACTIVITY PROJECT SUBJECT 777 FILE SHEET 17 OF 1, REV DATE BY CHK APP REV DATE BY CHK APP SHEAR TRANSFER CONNECTIONs (See NOTE 4, 5, 6 & 7) MAX. BOTTOM PLATE CONN. TOP PLATE CONN. ALLOW CONNECTION CONNECTION CONNECTION CONNECTION CONNECTION TYPE E 8 TYPE E' SHEAR TYPE - A TYPE - B TYPE - C TYPE - D3 A 180 5/8" A.B. SHOT PINS 16d © 16d © A34 © A35 © © 40" o.c. © 14" o.c. 8" o.c. 8" o.c. 24" o.c. 24" o.c. B 230 5/8" A.B. SHOT PINS 16d © 16d © A34 © A35 © © 36" o.c. © 10" o.c. 6" o.c. 6" o.c. 18" O.C. 21" o.c. C-280 5/8" A.B. SHOT PINS 16d © 16d © A34 © A35 © © 32" o.c. © 9" o.c. 5" o.c. 5" o.c. 15" o.c. 18" O.C. 5/8" A.B. SHOT PINS 16d © 16d © A34 © A35 © D-360 © 24" o.c. © 7" o.c. 4" o.c. 4" o.c. 12" o.c. 15" o.c. E430 5/8" A.B. SHOT PINS 16d © 16d © A34 © A35 © © 21" o.c. © 6" o.c. 3" o.c. 3" o.c. 10" O.C. 12" o.c. F 460 5/8" A.B. SHOT PINS 16d © 16d © A34 © A35 © © 18" O.C. © 5" O.C. 3" o.c. 3U o.c. 10" G 550 5/8" A.B. SHOT PINS LAG BOLTS LAG BOLTS A34 © A35 © © 16" o.c. © 4" o.c. © 10" O.C. © 10" O.C. 8" O.C. 9" o.c. 5/8" A.B. SHOT PINS LAG BOLTS LAG BOLTS A34 0 A35 © 1-1 665 0 14" o.c. 0 4" o.c. 0 9" O.C. © 9" 0. c. 6" o.c. 8" o.c. 5/8" A.B. _____ LAG BOLTS LAG BOLTS A34 © A35 © I (2060) 720 0 12" O.C. © 8" o.c. 0 8" o.c. 6" o.c 7" o.c. • (2x430) 5/8" A.B. _____ LAG BOLTS LAG BOLTS A34 0 A35 © J 860 © 10" O.C. © 7" o.c. © 7" o.c. 5" o.c. 6" o.c. (2x460) 5/8" A.B. ____ LAG BOLTS LAG BOLTS A34 © A35 © K 920 © 8" o.c. © 6" o.c. © 6" D.c. 4" o.c. 5" O.C.o.c 3/4" A.B. ____ LAG BOLTS LAG BOLTS ____ A35 © L (2x550) 1100 © 10" o.c. © 5" o.c. © 5" o.c. 4" o.c. 3/4" A.B. ____ LAG BOLTS LAG BOLTS A35 © M (2x665) 1330 © 8" o.c. © 4" o.c. © 4" o.c. 4" 0. C. NOTES: For SHEAR TRANSFER Connections and NOTE #4 through #7 see next two pages Ph: 85&481.8012 Px: 858.481.8013 www.ts'itonengineera corn PROJ No .11 CLIENT ACTIVITY PROJECT SUBJECT FILE SHEET 1$ OF ('1 REV DATE BY CHK APP I REV I DATE JOY CHK I APP NOTES: (For SHEAR WALL lYPEs AND SHEAR TRANSFER CONNECTIONs) la. ALL PANEL EDGES SHALL BE BACKED WITH 2" NOMINAL OR WIDER BLOCKING. lb. PLYWOOD PANELS SHALL BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY, UNLESS OTHERWISE NOTED. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6 inches ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3—inch NOMINAL OT THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. WHERE ALLOWABLE SHEAR VALUES EXCEED 350 pounds per foot. FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3—inch NOMINAL MEMBER AND FOUNDATION SILL PLATES SHALL NOT BE LESS THAN A SINGLE 3—inch NOMINAL MEMBER. PLYWOOD JOINT AND SILL PLATE NAILING SHALL BE STAGERED IN ALL CASES. ALL ANCHOR BOLTS SHALL BE 10" (MIN.) LONG AND MINIMUM ANCHOR BOLT EMBEDMENT SHALL BE 7 inches. SHOT PINS ARE HILTI DS72, WITH 0.177" DIAMETER (I.C.B.O. II 2388), AND SHALL HAVE MINIMUM OF 1 3/8" CONCRETE PENETRATION AND MINIMUM OF 3 inches END EDGE DISTANCE. LAG BOLT SHALL BE 3/8" DIAMETER AND 4" LONG (MIN.) FOR DOUBLE PLATES AND 3/8" DIAMETER AND 3" LONG FOR OTHER CONDITIONS (BLOCKING BELOW BOTTOM PLATE). A34 AND A35 ARE SIMPSON CONNECTORS. Ph: 858.481.8012 Fx: 858.481.8013 v,ww.tritonengln&er& corn PROJ No .: .. . . . . .. . .. . CLIENT . .. . .. . .. . ACTIVITY . . .. -... . PROJECT..:..• . . .. FILE SUBJECT . SHEET - OF •L1 REV DATE By _APP _REV _DATEB cHK APP YPEID TYPE TYPE E TYPE E ................ ......... ... SHEAR TRANSFER0.NN€C1]ONS @ TOP PLATES TYP 1 44 1E TYPEC SHEAR TRANSFER CONNECTIONS @ BOTTOM PLATES Ph ARA 4A RflI RAP Idill R1fl1 ...... City -of Carlsbad Plumbing - Electrical - Mechanical Worksheet Project Address: 9 7 I Permit No.:________________ \ Information provided below refers to work being done on the above mentioned permit only. This form must be completed and returned to the Building Department before the permit can be issued. - Building Dept. Fax: (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains ................... . ..... . ................. ._______ Newbuilding sewer line' .............................................................................Yes No ( Number of new roof drains ....................................................................................... Install/alter water line? ............................................................................................................... Numberof new water heaters? ................................................................................................ Numberof new, relocated or replaced gas outlets? ......................................................... Numberof new hose bibs .............................................................................................. Upgrade existing panel' .............................................................................Yes No From Amps to Amps Numberof new panels or subpanels? ........... . ......................................................................... SinglePhase ..........................................................31 ................ Number of new amperes__________ Three Phase ......................................................... ...............Number of new amperes________ Three Phase 480................................................J'k?191- .............. Number of new amperes________ Remodel (relocate existing outlets/switches or add outlets/switches)? Yes No Numberof new furnaces, A/C, or heat pumps? .................................................................. ____ New or relocated duct work? Yes______ No____ Number of new fireplaces? 111U111111111111111 Numberof new exhaust fañs ...................................................2 Relocate/install ................................................................................................................... Numberof new exhaust hoods? ............. . ................................................................................. Number of new boilers or compressors? ................................................ Number of HP /1 rm